RFP931600-02 - CHMHI New Parking Area Review.pdf

PDF 2 MB Posted Aug 9, 2023

Attached to: CHMHI New Parking Area Archeological Survey
Solicitation number: RFP931600-02
Issued by: Cherokee County, Iowa

About this file

Written by GovTribe AI · Aug 2, 2024

This document is a set of plans and specifications for a parking lot addition project at the Cherokee Mental Health Institute (CMHI) in Cherokee, Iowa. The Iowa Department of Administrative Services (DAS) is the owner of the project. The scope of work includes demolition of existing asphalt, construction of new concrete paving, storm sewer, curb and gutter, and related site work. Key details include a 36-space parking lot addition, with construction planned to be completed by June 2023. The project will be bid competitively, with a bidder's conference scheduled for June 30, 2023 and bids due July 14, 2023. The contract will be awarded in August 2023.

The contract documents provide detailed technical specifications for the concrete paving, storm sewer, erosion control, and other site work. Pricing will be based on unit prices and the successful bidder will be required to provide a performance bond. No set-asides or preferences are identified. Funding for the $350,000 project will come from the State of Iowa's capital improvements budget.

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PROJECT

LOCATION

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

CHRISTOPHER R. BAUER

19737

CIVIL ENGINEER

CHEROKEE MHI PARKING LOT ADDITION

DAS PROJECT NO: 9316.00

CHEROKEE MENTAL HEALTH INSTITUTE

1251 W CEDAR LOOP

CHEROKEE, IA 51012

VICINITY MAP

NTS

PROJECT MAP

NTS

PROJECT

LOCATION

ENTRANCE

CHEROKEE,

IOWA

LIGHT POLE

FIRE HYDRANT

VALVE

CLEANOUT

DRAINAGE MANHOLE

SANITARY MANHOLE

CURB INTAKE

GAS MAIN

SANITARY SEWER

MINOR CONTOUR

STORM SEWER

WATER MAIN

TREE

TREE REMOVAL

CURB AND GUTTER (PCC)

MAJOR CONTOUR

STORM INTAKE

909 909

PROPOSEDDESCRIPTIONEXISTING

FLARED END SECTION

TRANSFORMER

ELECTRICAL LINE

BUILDING

PCC PAVING

PAVING DEMO

GENERAL NOTES

1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THE DRAWINGS ARE APPROXIMATE

ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THE DRAWINGS. THE VERIFICATION OF EXISTENCE OF AND THE DETERMINATION OF THE EXACT LOCATION OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S).

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT

HORIZONTAL AND VERTICAL LOCATION.

3. THE FACILITY WILL COMPLETE PRIVATE UTILITY LOCATES OF ALL FACILITY UTILITIES REQUIRED BY IOWA ONE-CALL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL LOCATES AND CONFIRM THEY ARE COMPLETED PRIOR TO THE START OF

CONSTRUCTION.

4. 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.

5. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS

OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION.

6. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF IOWA

STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS).

7. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE REGULATIONS/CODES AND OSHA STANDARDS.

8. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

9. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S

REPRESENTATIVE.

10. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.

11. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

12. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. DRIVES, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES.

13. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

14. REPAIR OR REPLACE DAMAGED SITE FEATURES (WALLS, PAVEMENT, UTILITIES, FENCES, ETC.) TO REMAIN AT NO ADDITIONAL

EXPENSE TO THE STATE.

15. 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.

16. 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 OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.

WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S REPRESENTATIVE, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT WRITTEN AUTHORIZATION WILL NOT BE PAID FOR.

17. CONTOURS AND SPOT ELEVATIONS SHOWN ARE TO FINISHED GRADE.

18. THE CONTRACTOR SHALL MATCH EXISTING GRADES AT THE CONSTRUCTION LIMITS.

19. STAGING LOCATIONS AND CONSTRUCTION ACCESS ROUTES FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE

COORDINATED WITH AND APPROVED BY THE FACILITY AND CONSTRUCTION MANAGER.

20. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND DUST POLLUTION ON THE PROJECT SITE AND ANY OFF-SITE BORROW OR DISPOSAL AREAS USED FOR THIS PROJECT. COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS OF IOWA CODE, FEDERAL REGULATIONS AND LOCAL ORDINANCES.

21. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED PER THE SPECIFICATIONS. A MINIMUM OF 6" OF TOPSOIL SHALL BE

PROVIDED PER SPECIFICATIONS.

22. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.

23. CONTRACTOR TO COORDINATE ANY SITE, UTILITY OR GRADE ADJUSTMENTS WITH THE CONSTRUCTION MANAGER PRIOR TO

PROCEEDING WITH THE WORK.

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

PROJECT.

25. SIGNING, STRIPING OR OTHER TRAFFIC CONTROL DEVICES ON THE ROADWAY SHOULD CONFORM TO THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD, FEDERAL HIGHWAY ADMINISTRATION, 2009 EDITION)

OWNERENGINEER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF BUSINESS AND PROPERTY SERVICES

ATTN: BRANDON ADMS

BRANDON.ADAMS@IOWA.GOV

109 SE 13TH STREET

DES MOINES, IA 50319

515-201-2197

SHIVE-HATTERY, INC.

ATTN: CHRIS BAUER OR KYLE LAWSON

CBAUER@SHIVE-HATTERY.COM

KLAWSON@SHIVE-HATTERY.COM

4125 WESTOWN PKWY, SUITE 100

WEST DES MOINES, IA 50266

515-223-8104

SITE ADDRESS

CHEROKEE MENTAL HEALTH INSTITUTE

1251 W CEDAR LOOP

CHEROKEE, IA

CONSTRUCTION MANAGER

STORY CONSTRUCTION

ATTN: DARREN MILLIKEN

DARREN.MILLIKEN@STORYCON.COM

2810 WAKEFIELD CIRCLE

AMES, IA 50010

515-291-5358

BOLLARD

CONTACT INFORMATION

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 CONSTRUCTION NOTES

C002 EXISTING CONDITIONS

C003 OVERALL SITE PLAN

CD01 DEMOLITION PLAN

C101 SITE PLAN

C201 GRADING PLAN

C301 UTILITY PLAN

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

E101 ELECTRICAL SITE PLAN

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CONSTRUCTION STAGING NOTES

1. CONTRACTOR TO COORDINATE CONSTRUCTION ACCESS, STAGING AND CONSTRUCTION PARKING AREAS WITH FACILITY AND

CONSTRUCTION MANAGER AND MINIMIZE IMPACTS TO FACILITY'S OPERATIONS.

2. CONTRACTOR SHALL REPLACE ALL ADJACENT PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES AT THE END OF CONSTRUCTION. CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION OF EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS NOT TO BE PAVED TO THEIR ORIGINAL GRADES AND CONDITION AT THE END OF CONSTRUCTION. ALL DISTURBED AREAS SHALL BE SCARIFIED, TILLED AND SEEDED.

4. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES, FENCING OR OTHER DEVICES TO KEEP UNAUTHORIZED

PERSONNEL OUT OF PROJECT SITE.

TRAFFIC AND PEDESTRIAN CONTROL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL TRAFFIC DURING CONSTRUCTION AND PROVIDE ADEQUATE TRAFFIC AND PEDESTRIAN CONTROL AND SIGNAGE. AT A MINIMUM, CONTRACTOR TO PROVIDE TYPE III BARRICADES AT EACH END OF

CLOSED ROADS AND DRIVES. COORDINATE ROAD CLOSURE REQUIREMENTS WITH FACILITY.

2. AT A MINIMUM, CONTRACTOR TO INSTALL AND MAINTAIN ORANGE CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION. CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE IN THE AREA THROUGHOUT THE PROJECT

DURATION.

DEMOLITION NOTES

1. REMOVAL REQUIREMENTS SHOWN ON THE PLANS SHOULD BE CONSIDERED MINIMUM REMOVAL AND REPLACEMENT REQUIREMENTS. CONTRACTORS SHALL ADJUST REMOVAL LIMITS AND DIMENSIONS AS REQUIRED BY CONSTRUCTION MEANS AND METHODS AND ACTUAL SITE CONDITIONS. CONTRACTORS SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS AS ADDITIONAL COMPENSATION REQUESTS FOR ADJUSTED OR EXPANDED

REMOVAL LIMITS WILL NOT BE APPROVED.

2. CONTRACTOR SHALL REPLACE AT NO COST TO THE STATE ALL DAMAGED STREETS, DRIVES, SIGNS, LIGHTS, FENCES AND ALL OTHER SURFACE STRUCTURES NOT SCHEDULED TO BE REMOVED DURING THE COURSE OF THE WORK.

3. THE CONTRACTOR SHALL COORDINATE ANY DISRUPTION OF EXISTING UTILITIES SERVING THE FACILITY WITH THE FACILITY

AND CONSTRUCTION MANAGER.

4. SITE LIGHTING SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION. IF SITE ELECTRICAL LINES REQUIRE RELOCATION , WORK SHALL BE COMPLETED SUCH THAT THERE ARE NO OUTAGAGES OF SITE LIGHTING DURING EVENING OR

NIGHT HOURS.

EXCAVATION NOTES

1. EXCAVATE GREASE INTERCEPTOR AND PROPOSED BEDDING AND BACKFILL MATERIAL PER MANUFACTURER RECOMMENDATIONS OR AS REQUIRED BY DRAWINGS AND SPECIFICATIONS. SAND BACKFILL OF NEW GREASE INTERCEPTOR

STRUCTURE WILL NOT BE ALLOWED AND SHOULD BE SUBSTITUTED WITH GRANULAR MATERIAL.

2. EXCAVATE TRENCH AND PROVIDE PIPE BEDDING AND BACKFILL MATERIAL PER IOWA SUDAS SPECIFICATIONS UNLESS

OTHERWISE SHOWN ON THE DRAWINGS.

3. STRIP, STOCKPILE AND RESPREAD A MINIMUM OF 6” OF TOPSOIL IN ALL SEEDING AREAS DISTURBED BY CONSTRUCTION.

GRADE ALL DISTURBED AREAS TO DRAIN, AS PONDING OF WATER WILL NOT BE ACCEPTABLE.

4. CONTRACTOR IS RESPONSIBLE FOR ALL BACKFILL AND FILL SETTLEMENT FOR THE PROJECT'S ONE YEAR WARRANTY PERIOD.

CONTRACTOR SHALL PROVIDE ADDITIONAL FILL MATERIAL AND IS RESPONSIBLE FOR RESEEDING OF ALL SETTLEMENT AREAS

AFTER SITE RESTORATION HAS BEEN COMPLETED.

5. ALL DEBRIS, ROCK OR CONCRETE WASTE, AND EXCESS SOIL SHALL BE DISPOSED OF OFF SITE.

GRADING AND EROSION CONTROL NOTES

1. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, TANK CLEANING, ETC.) SHALL BE

DETAINED AND PROPERLY TREATED OR DISPOSED OF OFFSITE.

2. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN

AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS.

3. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR

DUST SUPPRESSION OPERATIONS IS PROHIBITED.

4. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.

MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER

DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

5. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST

BE REMOVED IMMEDIATELY.

6. ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE PROVIDED WITH

INLET PROTECTION.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION OF EROSION AND

SEDIMENTATION CONTROL MEASURES.

8. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE IOWA DNR, US EPA AND LOCAL REGULATIONS DEALING WITH

STORMWATER RUNOFF AND EROSION CONTROL.

9. THE DISTURBED CONSTRUCTION AREA IS LESS THAN 1 ACRE, SO AN NPDES GENERAL PERMIT NO. 2 AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE NOT REQUIRED. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING

AND MAINTAINING ADEQUATE EROSION CONTROL THROUGHOUT CONSTRUCTION.

UTILITY NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING PUBLIC AND

PRIVATE UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST.

2. ALL CLEANOUTS IN LAWN OR GRANULAR AREAS SHALL HAVE CONCRETE COLLARS.

3. ALL EXISTING AND PROPOSED PUBLIC AND PRIVATE UTILITY STRUCTURES SHALL BE ADJUSTED TO FINAL FINISH GRADES.

4. ALL PIPE BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS.

5. CONTRACTOR TO MODIFY PROPOSED PIPE AND STRUCTURE INVERTS TO ACCOMMODATE EXISTING PIPE CONNECTIONS.

6. ALL UNDERGROUND LINES SHALL BE INSTALLED, DOCUMENTED, REVIEWED BY CONSTRUCTION MANAGER, AND APPROVED

BEFORE BACKFILLING.

7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IOWA SUDAS STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED

ON THE DRAWINGS OR SPECIFICATIONS.

8. ALL OPEN EXCAVATIONS SHALL BE PROTECTED WITH SAFETY FENCE, BARRIERS OR BARRICADES IN ACCORDANCE WITH

OSHA STANDARDS.

9. CONTRACTOR TO IMPLEMENT TEMPORARY SHORING OR SUPPORT AT ALL EXCAVATIONS AS REQUIRED BY CONTRACTOR'S MEANS AND METHODS. ALL DAMAGE TO EXISTING SITE IMPROVEMENTS AND UTILITIES SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE STATE.

STORM SEWER NOTES

1. GRANULAR CRADLE SHALL BE CRUSHED STONE.

2. ALL STRUCTURE BASES SHALL BE PLACED ON A MINIMUM OF 6-INCHES OF CRUSHED STONE BEDDING.

3. COMPACTED BACKFILL TO BE PLACED IN LIFTS NO GREATER THAN 8 INCHES THICK.

SPECIFICATIONS

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO ALL SITE

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

A. CONCRETE PAVING

CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO IOWA DOT

SPECIFICATIONS FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT

FLY ASH: (CONTRACTOR'S OPTION AS ADDITIONAL PAYMENT WILL NOT BE PROVIDED IF FLY ASH IS NOT AVAILABLE) - ASTM C618, TYPE C, NOT TO EXCEED 15% OF CEMENTITIOUS MATERIAL.

COARSE AGGREGATE DURABILITY SHALL BE CLASS III, 3/4" MAX.

COMPRESSIVE STRENGTH: 2800 PSI @ 7 DAYS AND 4000 PSI @ 28 DAYS

SLUMP: 3" ± 1" or 8" MAXIMUM WITH SUPER PLASTICIZER.

AIR CONTENT: 7.0% ± 1.0%

WATER/CEMENT RATIO: NOT TO EXCEED 0.53

FINISH: MATCH EXISTING FINISH FOR ROADWAY AND DRIVE PATCHING.

TESTING - ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR PORTION THEREOF, OF CONCRETE POURED PER WORK LOCATION. CONCRETE TESTING TO BE DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL

REQUIRED TESTING AND GEOTECHNICAL WORK.

SURFACE CURING: 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 AFTER

FORMS ARE REQUIRED.

JOINTING: INSTALL JOINT LAYOUT TO MATCH EXISTING.

INSTALL TYPE 'RD' JOINTS AT ALL SIDES ABUTTING EXISTING PAVEMENT.

INSTALL TYPE 'CD' DOWELED CONTRACTOR JOINT FOR ALL NEW TRANSVERSE JOINTS.

PROVIDE OWNERS REPRESENTATIVE WITH CONCRETE MIX DESIGN FOR APPROVAL.

B. TRENCH EXCAVATION AND BACKFILL

BEDDING AND BACKFILL MATERIAL: SHALL COMPLY WITH IOWA SUDAS SECTION 3010.

BACKFILL COMPACTION REQUIREMENTS: AREAS UNDER LANDSCAPING AND LAWN AREAS SHALL BE COMPACTED TO 90% OF

MAXIMUM STANDARD PROCTOR DENSITY.

CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING, WHICH MAY BE REQUIRED INCIDENTAL TO THE PIPE INSTALLATION.

C. TOPSOIL

STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL IN ALL AREAS TO BE SEEDED. THE DEPTH OF TOPSOIL SHALL BE A MINIMUM OF 6" AFTER NATURAL SETTLEMENT AND SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES, GRADES AND ELEVATIONS.

PROVIDE ADDITIONAL TOPSOIL AS REQUIRED OR IF EXISTING TOPSOIL IS NOT PROPERLY HANDLED AND PROTECTED.

D. SITE RESTORATION

HYDRAULIC SEEDING: ALL DISTURBED AREAS ON THE SITE NOT TO BE PAVED OR LANDSCAPED SHALL RECEIVE HYDRAULIC SEEDING. HYDRAULIC SEEDING MATERIALS AND INSTALLATION SHALL MEET SUDAS SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR PREPARING SEEDBED, APPLYING HYDRAULIC SEEDING AND FIRST AND SECOND APPLICATIONS OF FERTILIZER.

SEED MIXTURE: SUDAS TYPE 1 SEED MIXTURE (PERMANENT LAWN MIXTURE) OR APPROVED EQUAL.

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS SHALL APPLY TO ALL

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

18"

30"

36"

30"

42"

36"

48"

36"

CP-CX

FF = 1362.96

FF = 1367.27

FF = 1365.16

CP-CX

FF = 1367.47

FF = 1367.31

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SCALE IN FEET

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36"

30"

42"

36"

48"

36"

CP-CX

FF = 1362.96

FF = 1367.27

FF = 1365.16

CP-CX

FF = 1367.47

FF = 1367.31

NORTH VIEW

SOUTH VIEW

CONSTRUCTION LIMITS

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48"

36"

CP-CX

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

RIM = 1361.62

SIDEWALK

CONCRETE

E / C

N K

U R

CONCRETE

STONE

COLUMNS (TYP.)

LANDSCAPING

ACCESS

SIDEWALK / ENTRY RAMP

PROTECT EXISTING

LIGHT POLE

PROTECT EXISTING

LIGHT POLE

PROTECT EXISTING SIGNS

CONSTRUCTION LIMITS (TYP)

PROTECT EXISTING PCC SIDEWALK (TYP)

PROTECT EXISTING SIGN

36"

30"

42"

36"

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

IE (S) = 1360.60 (12" HDPE)

STAIRS

DRAIN

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

G A

STAIRS

(PER M

APPING

REMOVE AND DISPOSE

OF EXISTING TREE

PROTECT EXISTING

ELECTRICAL TRANSFORMER

PROTECT EXISTING TREE

REMOVE AND DISPOSE OF

EXISTING PCC SIDEWALK

REMOVE AND DISPOSE OF

EXISTING ASPHALT (TYP)

PROTECT EXISTING

STORM INTAKE

PROTECT EXISTING

LIGHT POLE

REMOVE AND DISPOSE OF

EXISTING ASPHALT (TYP)

REMOVE AND DISPOSE OF EXISTING

ASPHALT (ALTERNATE BID)

PROTECT EXISTING LIGHT POLE

PROTECT EXISTING PCC PAVEMENT (TYP)

CONSTRUCTION LIMITS (TYP)

REMOVE AND DISPOSE OF

PCC SIDEWALK (TYP)

PROTECT EXISTING

PCC SLAB

PROTECT EXISTING

PCC SIDEWALK (TYP)

PROTECT EXISTING SIGNS

PROTECT EXISTING PCC SIDEWALK (TYP)

PROTECT EXISTING

PCC SIDEWALK

PROTECT EXISTING ELECTRICAL SERVICE (TYP)

PROTECT EXISTING PCC

ROLLED CURB (TYP)

PROTECT EXISTING PCC SIDEWALK

REMOVE AND DISPOSE OF EXISTING

PCC ROLLED CURB/ INTEGRAL CURB

PROTECT EXISTING

BUILDING

REMOVE AND DISPOSE OF EXISTING

PCC ROLLED CURB/ INTEGRAL CURB

A B C D E F

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36"

30"

42"

36"

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

IE (S) = 1360.60 (12" HDPE)

STAIRS

DRAIN

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

G A

STAIRS

(PER M

APPING

6" PCC INTEGRAL CURB (TYP)

6" PCC PAVING (TYP)

4" WIDE, PAVEMENT

STRIPING, WHITE

(TYP)

6" PCC PAVING (BID ALTERNATE)

BOLLARDS

6" PCC INTEGRAL CURB (TYP)

18.00'

24.00'

DRILL BT-3 JOINTS INTO

ABUTTING PAVEMENT

5" PCC PAVING (TYP)

4" WIDE, PAVEMENT

STRIPING, WHITE (TYP)

(BID ALTERNATE)

DRILL BT-3 JOINTS INTO ABUTTING

PAVEMENT (BID ALTERNATE)

5" PCC PAVING (TYP)

DRILL BT-3 JOINTS INTO

ABUTTING PAVEMENT

5" PCC SIDEWALK RAMPS

R=5.00'

R=4.00'

R=8.00'

2.00'

CONSTRUCTION LIMITS (TYP)

18"

30"

48"

36"

CP-CX

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

RIM = 1361.62

SIDEWALK

CONCRETE

E / C

N K

U R

CONCRETE

STONE

COLUMNS (TYP.)

LANDSCAPING

ACCESS

SIDEWALK / ENTRY RAMP

6" PCC SIDEWALK

SEE SIDEWALK

UNDERPINNING DETAIL

CONSTRUCTION LIMITS (TYP)

A B C D E F

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30"

42"

36"

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

IE (S) = 1360.60 (12" HDPE)

STAIRS

DRAIN

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

G A

STAIRS

(PER M

APPING

GRADING LIMITS (TYP)

MATCH EXISTING

ELEVATIONS (TYP)

MATCH EXISTING

ELEVATIONS (TYP)

MATCH EXISTING

ELEVATIONS (TYP)

MATCH EXISTING ELEVATIONS (TYP)

18"

30"

48"

36"

CP-CX

STORM MH

RIM = 1358.76

IE (E) = 1353.54 (15" RCP)

IE (W) = 1353.81 (15" RCP)

STORM INT

RIM = 1358.36

IE (E) = 1354.16 (15" RCP)

RIM = 1361.62

SIDEWALK

CONCRETE

E / C

N K

U R

CONCRETE

STONE

COLUMNS (TYP.)

LANDSCAPING

ACCESS

SIDEWALK / ENTRY RAMP

MATCH EXISTING

ELEVATIONS (TYP)

CONSTRUCTION LIMITS (TYP)

MATCH EXISTING

ELEVATIONS (TYP)

A B C D E F

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30"

42"

36"

CP-CX

FF = 1362.96

FF = 1367.27

FF = 1365.16

CP-CX

FF = 1367.47

CONNECT TO EXISTING

STORM INTAKE IE = 1352.57

INT 1.1 SW-505

RIM = 1355.83

IE = 1352.95 ST 1.1

ST 1.1 39 LF

15" RCP STORM SEWER

@1.00%

CONSTRUCTION LIMITS (TYP)

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C1 PAVEMENT CROSS-SECTION

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

P.C.C.

PCC PAVING

12"

FURNISH AND INSTALL 1"

EXPANSION JOINT AROUND

BOLLARD PERIMETER WITH

JOINT SEALANT.

TOP OF

PAVEMENT

CONCRETE BASE

18" DIA.

3' -6

-6

6" SCH 40 PRIMED STEEL PIPE BOLLARD FILLED SOLID

WITH CONCRETE. PROVIDE WITH IDEAL SHIELD'S 1/8"

THICK THERMOPLASTIC POLYETHYLENE BOLLARD

COVER OR APPROVED EQUIVALENT. COLOR SHALL

BE SELECTED AND APPROVED BY ARCHITECT

DURING SUBMITTAL REVIEW, PRIOR TO ORDERING

PRODUCT. PRODUCT SAMPLES MAY BE REQUIRED

FOR ALTERNATE MANUFACTURERS.

GRANULAR SUBBASE PER

IDOT SPEC. 4121.02

GRADATION 12B.

A2 6" CONCRETE FILLED BOLLARD - STANDARD

24" MIN. GUTTER

T 6"

R=2" R=1"

2" 1" 5"

T = THICKNESS OF PAVEMENT

NOTE: CURB MAY BE POURED INTEGRALLY WITH PAVEMENT

IN PLACE OF CURB AND GUTTER SECTION.

E1 PCC INTEGRAL CURB

A4 SIDEWALK RAMPS

1 PERPENDICULAR CURB RAMP: TARGET RUNNING SLOPE OF 6.25% WITH MAXIMUM RUNNING SLOPE OF 8.3%. MATCH PEDESTRIAN STREET CROSSING CROSS SLOPE AT BACK OF CURB. AT MID-BLOCK CROSSINGS, CROSS SLOPE MAY

EXCEED 2.0% TO MATCH ROADWAY GRADE.

2 PARALLEL CURB RAMP: TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. THE LENGTH OF THE PARALLEL RAMP IS NOT REQUIRED TO EXCEED 15 FEET, REGARDLESS OF THE RESULTING SLOPE. DO NOT EXCEED

8.3% SLOPE FOR PARALLEL RAMPS SHORTER THAN 15 FEET.

3 TURNING SPACE: TARGET SLOPE OF 1.5%, WITH A MAXIMUM SLOPE PERPENDICULAR TO THE TRAVEL DIRECTIONS OF 2.0%. AT MID-BLOCK CROSSINGS, CROSS SLOPE OF LANDING MAY EXCEED 2.0% TO MATCH ROADWAY GRADE. MINIMUM

4 FEET BY 4 FEET.

4 FLARE (10:1 MAX) REQUIRED IF RAMP IS CONTIGUOUS WITH SIDEWALK.

CURB RAMP

TURNING SPACE

DETECTABLE WARNING

C2 RIGID PIPE EXCAVATION & BEDDING

TRENCH WIDTH

MIN=OD+12"

MAX=1.25xOD+12"

B B+ D

/2 +T

SUBGRADE SHOULD BE EXCAVATED OR

OVER EXCAVATED, IF NECESSARY, SO A

UNIFORM FOUNDATION FREE OF

PROTRUDING ROCKS MAY BE PROVIDED.

B = OD/8 OR 4" (WHICHEVER

IS GREATER)

UNDISTURBED

SOIL

GRANULAR

CRADLE

NOTE:

C4 SILT FENCE

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

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

P.C.C.

SIDEWALK

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

P.C.C.

SIDEWALK

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AutoCAD SHX Text W

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

AutoCAD SHX Text

RAMP AT DRIVE ENTRANCE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PARALLEL CURB RAMP (FOR CLASS A SIDEWALK)

AutoCAD SHX Text

PERPENDICULAR AND PARALLEL CURB RAMP (FOR CLASS B OR CLASS C SIDEWALK)

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 15' max.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text W

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text W

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A4 JOINTING DETAILS

'L'

CONTRACTION JOINT

Crack or Joint Line

T/3 ± 14''

4'' ± 1

16'' Saw Cut

TIE BAR PLACEMENT

(Applies to all joints unless otherwise detailed.)

'DW'

DAY'S WORK JOINT(Non-working)

See dowel assemblies for fabrication details.

See Bar Size Table.

Locate 'DW' joint at a mid-panel location between future 'C' joints. Place no closer than 5 feet to a 'C' joint.

Place bars within the limits shown under dowel assemblies.

Edge with 1/8 inch tool for length of joint.

4'' Dia. Hole for BT-3 and BT-4 Joint 8'' Dia. Hole for BT-5 Joint

'BT'

ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled)

' DETAIL C'

CONTRACTION JOINT

T/4'' ± 1/4'' Saw Cut

4'' ± 18''

Crack or Joint Line

DETAIL A

(Saw cut formed by conventional concrete sawing equipment.)

4''

Tie Bar Size

Dowel Diameter

'RD' ABUTTING PAVEMENT JOINT

JOINTING NOTES:

SEE BAR SIZE TABLE.

PLACE BARS WITHIN THE LIMITS SHOWN UNDER DOWEL

ASSEMBLIES.

EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT

INDICATED IF FORMED; EDGING NOT REQUIRED WHEN

CUT WITH DIAMOND BLADE SAW. REMOVE HEADER

BLOCK AND BOARD WHEN SECOND SLAB IS PLACED..

MIN.

BAR SIZE TABLE FOR 'RD' JOINTS

< 8'' #6

#10

4''

≥ 8'' but < 10''

Tie Bar Size

Dowel Diameter

1 14''

HOLE DIAMETER 18"

LARGER THAN DOWEL 18" LONG DOWEL AT

12" CENTERS

1/4" RADIUS ROUND OVERPAVEMENT EDGE

A2 DOUBLE GRATE INTAKE (SW-505)

EXISTING SIDEWALK

PROPOSED SIDEWALK

6" 5" 1"

2.00'

D2 SIDEWALK UNDERPINNING DETAIL

D1 4" PCC ROLLED CURB

8''

2" R Slope per plans

8" SLOPED CURB

2" R

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text T

AutoCAD SHX Text 36'' Long at 30'' Centers

AutoCAD SHX Text Joint

AutoCAD SHX Text Bars

AutoCAD SHX Text 'L-1'

AutoCAD SHX Text #4

AutoCAD SHX Text Bar Length and Spacing

AutoCAD SHX Text See Detail D-2

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text Existing Pavement

AutoCAD SHX Text Proposed Pavement

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text Existing Pavement

AutoCAD SHX Text Proposed Pavement

AutoCAD SHX Text Joint Sealant Material

AutoCAD SHX Text

DETAIL D-2

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text T/2

AutoCAD SHX Text L/2

AutoCAD SHX Text T

AutoCAD SHX Text 30'' Long Tie Bar

AutoCAD SHX Text at 12'' Centers

AutoCAD SHX Text

AutoCAD SHX Text 24'' Long at 30'' Centers

AutoCAD SHX Text Joint

AutoCAD SHX Text Bars

AutoCAD SHX Text

'BT-5'

AutoCAD SHX Text #4

AutoCAD SHX Text Bar Length and Spacing

AutoCAD SHX Text T

AutoCAD SHX Text 9'' min.

AutoCAD SHX Text 15'' min.

AutoCAD SHX Text T

AutoCAD SHX Text See Detail A

AutoCAD SHX Text Joint Sealant Material

AutoCAD SHX Text Saw Cut

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text < 8''

AutoCAD SHX Text #6

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

NTS

AutoCAD SHX Text Precast Beam

AutoCAD SHX Text Invert

AutoCAD SHX Text 4''

AutoCAD SHX Text 8'' min.

AutoCAD SHX Text 6''

AutoCAD SHX Text 3'-0''

AutoCAD SHX Text 8''

AutoCAD SHX Text 7'-8''

AutoCAD SHX Text SW-603 Type R Casting

AutoCAD SHX Text Depth

AutoCAD SHX Text Lowest Flowline

AutoCAD SHX Text Wall Height

AutoCAD SHX Text 4b2

AutoCAD SHX Text

AutoCAD SHX Text Install four #4 diagonal bars at all pipe openings. Cast-in-place base shown. If base is precast integral with walls, the footprint of the base is not required to extend beyond the outer edge of the walls. 12 inch minimum wall height above all pipes.

AutoCAD SHX Text

AutoCAD SHX Text 4w2

AutoCAD SHX Text 4w1

AutoCAD SHX Text Location Station (Back of Curb)

AutoCAD SHX Text Adjustment Rings

AutoCAD SHX Text Form Grade

AutoCAD SHX Text Back of Curb

AutoCAD SHX Text Base

AutoCAD SHX Text

AutoCAD SHX Text 4b1

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text Long Wall 6'-8''

AutoCAD SHX Text Short Wall 2'-0''

AutoCAD SHX Text Diagonal Bar (typ.)

AutoCAD SHX Text 12'' min.

AutoCAD SHX Text 6'' min.

AutoCAD SHX Text Short Wall 2'-0''

AutoCAD SHX Text 3'-0''

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 8''

AutoCAD SHX Text

REINFORCING BAR LIST

AutoCAD SHX Text Mark

AutoCAD SHX Text Size

AutoCAD SHX Text Location

AutoCAD SHX Text Shape

AutoCAD SHX Text Count

AutoCAD SHX Text 4t1 4b1 4b2 4w1 4w2 4w3

AutoCAD SHX Text 4 4 4 4 4 4

AutoCAD SHX Text Spacing

AutoCAD SHX Text

MAXIMUM PIPE DIAMETERS

AutoCAD SHX Text Pipe Location

AutoCAD SHX Text Precast Structure

AutoCAD SHX Text Beam Base Base Walls Long Walls Short Walls

AutoCAD SHX Text 4t1

AutoCAD SHX Text Precast Beam

AutoCAD SHX Text 8''

AutoCAD SHX Text 4w3

AutoCAD SHX Text Wall

AutoCAD SHX Text Adjustment Rings

AutoCAD SHX Text 4w1

AutoCAD SHX Text SW-603 Type R Castings

AutoCAD SHX Text 7'-8''

AutoCAD SHX Text 6''

AutoCAD SHX Text Base

AutoCAD SHX Text 8'' min.

AutoCAD SHX Text 4''

AutoCAD SHX Text 4b1

AutoCAD SHX Text 2" clear

AutoCAD SHX Text Invert

AutoCAD SHX Text 6'' min.

AutoCAD SHX Text Long Wall 6'-8''

AutoCAD SHX Text 4b2

AutoCAD SHX Text Diagonal Bar (typ.)

AutoCAD SHX Text

AutoCAD SHX Text 12'' min.

AutoCAD SHX Text Cast-in-place Structure

AutoCAD SHX Text 18'' 66''

AutoCAD SHX Text 15'' 60''

AutoCAD SHX Text Wall Height

AutoCAD SHX Text Short Wall Long Wall

AutoCAD SHX Text Length

AutoCAD SHX Text 4 4 8 20 Varies Varies

AutoCAD SHX Text 4'' 10'' 12'' 12'' 12'' 12''

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text 2'-8'' 7'-10'' 3'-2'' Wall Height minus 4'' 7'-4'' 2'-8''

AutoCAD SHX Text Refer to SW-514 for boxout details.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 8"

30"

42"

36"

CP-CX

FF = 1362.96

FF = 1367.27

CP-CX

STORM INT

RIM = 1362.50

IE (N-NE) = 1359.30 (12" HDPE)

IE (S) = 1360.60 (12" HDPE)

STAIRS

DRAIN

CONCRETE

STORM MH

RIM = 1356.07

IE (NE) = 1350.87 (15" RCP)

IE (W) = 1350.97 (15" RCP)

STORM MH

RIM = 1356.09

IE (E) = 1351.69 (15" RCP)

IE (W) = 1352.57 (15" HDPE)

STAIRS

CONCRETE

STAIRS

LANDING /

ENTRYWAY

STONE

COLUMNS (TYP.)

STAIRS

G A

STAIRS

(PER M

APPING

A B C D E F

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1. ***

SCHEDULE NOTES:

WHERE "OR APPROVED EQUIVALENT" IS LISTED IN THE MANUFACTURER COLUMN, FIXTURES MUST BE SUBMITTED AS A SUBSTITUTION FOR APPROVAL PRIOR TO BID SUBMISSION.

LISTED LUMENS ARE DELIVERED LUMENS. PROVIDE FIXTURE WITHIN +/- 5% OF LISTED LUMENS.

LIGHTING PRODUCTS SHALL BE PROVIDED THROUGH THE AUTHORIZED LIGHTING MANUFACTURER'S REPRESENTATIVE RESIDING WITHIN PROJECT LOCATION.

SUBMITTALS SHALL BE PRODUCED AND SUBMITTED BY LOCAL AUTHORIZED LIGHTING MANUFACTURER'S REPRESENTATIVE. LETTERHEAD SHALL CONTAIN REPRESENTATIVES' CONTACT INFORMATION, PROJECT NAME, AND PROJECT LOCATION.

GENERAL NOTES:

LED DRIVER TYPES: STND = STANDARD DRIVER, DIM10 = 0-10V 10% DIMMING, DIM1 = 0-10V 1% DIMMING, DIMD = 0-10V DIM TO DARK, STEP = STEP DIMMING, NOND = NON-DIMMING, DALI = DIGITAL ADDRESSABLE LIGHTING INTERFACE, DMX = DIGITAL MULTIPLEX, LUTR = LUTRON HI-LUME, POE = POWER OVER ETHERNET, SDIM = STEP DIMMING

MOUNTING STYLES (MTG): RE-A = RECESSED (ACT), RE-G = RECESSED (GYP), RE-W = RECESSED (WALL), CL = CEILING SURFACE, PW = PERIMETER WALL, SP = SUSPENDED (AIR-CRAFT CABLE), ST = STEM, WL = WALL, WL-H = WALL HORIZONTAL, WL-V = WALL VERTICAL, UNV = UNIVERSAL, POLE = POLE, UC = UNDER CABINET, TR = TRACK, GND = GROUND

CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE DESCRIPTION AND THE SPECIFICATIONS SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THE BASIS FOR DESIGN. ALL LAMPS/LIGHT SOURCES FOR THIS PROJECT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. ALL LIGHT FIXTURES SHALL BE PROVIDED WITH INTEGRAL DISCONNECT(S) FACTORY INSTALLED IN ACCORDANCE WITH NEC. REFER TO SPECIFICATIONS FOR SHOP DRAWING SUBMITTAL REQUIREMENTS AND ADDITIONAL INFORMATION.

LIGHTING FIXTURE SCHEDULE - BASE BID

TYPE DESCRIPTION LENS-LOUVER MTG LIGHTING

OUTPUT/CCT DRIVER VOLT WATT BASIS OF

DESIGN APPROVED EQUIVALENT NOTES

SINGLE HEAD POLE FIXTURE, DIE-CAST ALUMINUM HOUSING, DIRECT

ARM MOUNT TYPE IV MEDIUM DISTRIBUTION, BACKLIGHT CONTROL

SHIELD WITH INTEGRAL SURGE SUPRESSION, 20' HIGH SQUARE

STRAIGHT STEEL POLE WITH VIBRATION DAMPER

PRECISION-MOLDED

SILICONE LENS

POLE LED, 14810 LUMENS,

5000K

NOND 120 V 267 W CREE THE EDGE LITHONIA, BEACON, DECO

LIGHTING, EATON, PHILIPS

REMOVABLE TOP CAP

A B

3" C

3" CLR.

LIGHT FIXTURE (SEE PLAN FOR TYPE)

STEEL POLE

3"x5" HAND HOLE OPEN. w/ 3 1/2" x6" #14 GA. STL. REMOVABLE COVER PLATE

GROUND LUG INSIDE POLE

LOCKING NUT, LEVELING NUT

PVC CONDUIT & WIRE

4-#6 VERT. REBARS EQ. SPACED

#4 REBAR CLOSED TIES

12" O.C. VERT.

3000 PSI CONCRETE BASE

ALL ANCHOR BOLTS, NUTS, AND

WASHERS TO BE HOT-DIP GALVANIZED

NOTE:

POLE BASE SCHEDULE

4 -#6

REINFORCING

BARS

#4 TIES @

12" O.C.

FIXTURE

TYPE

POLE

HEIGHT

'A' - FT

BASE

HEIGHT

'B' - IN

BASE

DEPTH

'C' - IN

BASE

DIA.

'D' - IN

S2 20 24 72 24

3/ 4"

3" CLEAR

TOP VIEWSECTION

NOTE:

STEEL PLATED ANCHOR BOLTS TIED TO REBAR CAGE.

COORD WITH POLE MFGR. REQUIREMENTS.

1/2" EXPANSION MATERIAL

w/ SEALANT (PARKING

SURFACE ONLY)

GRADE LINE OR PARKING

SURFACE

COMPACT ANY BACKFILL TO

90% STANDARD PROCTOR

DENSITY

3/4"x10' GROUND ROD w/ CLAMP

& #6 GND WIRE TO POLE BASE

SLIGHTLY BEVEL

TOP EDGE OF STEEL

BASE PLATE

CONC. PEDESTAL

w/ 45 DEG. CHAMFERED

TOP EDGE

ELECTRICAL GENERAL NOTES

1. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL

ELECTRICAL CODE - LATEST EDITION ADOPTED BY THE STATE,

THE STATE AMENDMENTS, LOCAL/MUNICIPAL CODES AND

ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION.

THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE

WITH THE ADAAG (AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES).

2. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY WITH

THE APPLICABLE CODES. WHERE DISCREPANCIES OCCUR,

NOTIFY THE ENGINEER/ARCHITECT IN WRITING FOR

INTERPRETATION. CORRECT ANY INSTALLATION THAT FAILS

TO COMPLY WITH THE CODES AND STANDARDS AT NO

ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY

INCLUDING ALL LABOR, MATERIALS, PERMITS, TAXES, FEES,

INSPECTIONS, HARDWARE, AND COST FOR INSTALLATION FOR

A COMPLETE AND OPERATIONAL SYSTEM.

4. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE

NEW, COMPLETE WITH MANUFACTURER ’ S GUARANTEE OR

WARRANTY AND SHALL BE LISTED BY A NATIONALLY

RECOGNIZED TESTING LABORATORY (NRTL).

5. COORDINATE ELECTRICAL INSTALLATION WITH ALL TRADES

PRIOR TO INSTALLATION. IF ELECTRICAL WORK INSTALLED

INTERFERES WITH OTHER TRADES AFTER INSTALLATION, THE

CONTRACTOR SHALL MAKE ALL NECESSARY CHANGES TO

CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE

OWNER.

6. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE

APPROXIMATE. CONTRACTOR SHALL VERIFY ALL FURNITURE,

MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH

ARCHITECTURAL PLANS, ELEVATIONS AND REVIEWED SHOP

DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL

INSTALLATION THIS CONTRACTOR SHALL ADJUST

CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE

AND/OR EQUIPMENT.

7. NO ENERGIZED CONDUCTORS SHALL BE EXPOSED AT

ANYTIME EXCEPT WHEN THE IMMEDIATE AREA IS UNDER THE

SUPERVISION OF A QUALIFIED ELECTRICIAN.

8. CONTRACTOR SHALL KEEP THE WORK AREA CLEAN OF ALL

DEBRIS ON A DAILY BASIS. ALL NEW MATERIALS AWAITING

INSTALLATION SHALL BE KEPT IN AREAS DESIGNATED BY THE

OWNER.

9. THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN

DIMENSIONS. REFER TO DIMENSIONED CIVIL PLANS. IF THE

DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION

GIVEN, CONTRACTOR SHALL CONTACT THE ENGINEER FOR

ADDITIONAL INFORMATION.

10. PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY

FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE

CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION

SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR

CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE

WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE

OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF

THE CONTRACTOR.

11. THE INFORMATION CONTAINED ON THE ELECTRICAL

DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED

IN CONJUNCTION WITH ALL OTHER DISCIPLINE DRAWINGS,

THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE

STANDARDS, CODES, ETC., AND SHALL BE CONSIDERED THE

CONTRACT DOCUMENTS AND WITH ALL THEREIN BY

REFERENCE, WHICH THE CONTRACTOR CERTIFIES

KNOWLEDGE OF BY SIGNING THE CONTRACT.

12. CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY,

UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC

OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH

THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE

CONFIRMED AND CORRELATED ON THE JOB SITE AND

BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR

FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES

(INCLUDING EXCAVATION, SHORING, SCAFFOLDING, BRACING,

ERECTION, FORM WORK, ETC.), FOR COORDINATION OF THE

VARIOUS TRADES, AND FOR SAFE CONDITIONS ON THE JOB

SITE. VARIATIONS IN FIELD CONDITIONS RELATIVE TO THE

CONTRACT DOCUMENTS SHALL BE REPORTED TO THE

ENGINEER AS SOON AS THEY ARE FOUND. WORK SHALL NOT

PROGRESS UNTIL WRITTEN PERMISSION FROM THE ENGINEER

IS OBTAINED.

KEYNOTES

KEY NOTE

E1 FURNISH AND INSTALL 12" X12" HAND HOLE TO INTERCEPT EXISTING

SITE LIGHTING CIRCUIT. PROVIDE NEW FEEDER TO EXISTING LIGHT

POLE AND NEW LIGHT POLES/ CIRCUIT WITH 2#8 AND 1#8 GND IN 1

1/4" CONDUIT.

E2 EXTENDED EXISTING LIGHTING CIRCUIT TO NEW LIGHT FIXTURES

NOT TO SCALEF1 DETAIL LIGHT FIXTURE POLE MOUNTING DETAIL

F2 HANDHOLE DETAIL

STAINLESS STEEL HEX

HEAD BOLT W/ WASHER

"GROUND" LOGO

PULL SLOT

SKID RESISTANT SURFACE

PEA GRAVEL DRAINAGE BED

MINIMUM 8" DEPTH

NOTES:

1. DRIVE GROUND ROD IN CENTER OF 12"X12" OPEN BASE THROUGH PEA GRAVEL FILL.

2. UTILIZE QUAZITE BOX #PG1324BA18 WITH #PG1324CA0024 COVER

12" 12"

18"

NOT TO SCALE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

Sheets and Views

C000 COVER SHEET

C001 CONSTRUCTION NOTES

C002 EXISTING CONDITIONS

C003 OVERALL SITE PLAN

CD01 DEMOLITION PLAN

C101 SITE PLAN

C201 GRADING PLAN

C301 UTILITY PLAN

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

E101 ELECTRICAL SITE PLAN

File details come from the government source that posted it. Updated Aug 2, 2024.