1-260616 PPFFA Memorial Construction Plans.pdf

PDF 37 MB Posted Jun 25, 2026

Attached to: Pennsylvania Professional Fire Fighters Association (PPFFA) Memorial Project
Solicitation number: Not on record
Issued by: Pennsylvania

About this file

Written by GovTribe AI · Jul 9, 2026

This file contains construction plans and specifications for the Pennsylvania Professional Fire Fighters Association (PPFFA) Fallen Firefighters Memorial project located in Harrisburg, Dauphin County, Pennsylvania. The project encompasses site work including demolition, grading, concrete walks and plaza, memorial assembly installation, electrical work, and erosion control measures. Two separate contracts will be awarded: one for General Construction and one for Electrical Construction. Sealed proposals must be submitted online through the PennBid Program (www.PennBid.net) by 3:00 PM prevailing time on July 17, 2026, with public opening and reading of bids to follow. The construction plans include detailed specifications for site clearing, earth moving, concrete walks, foundation details, utility coordination, and temporary erosion and sediment control measures. The memorial assembly consists of granite pedestals, carved sculptures, pavers, benches, tablets, and a 30-foot aluminum flagpole with internal halyard system and lockable door.

Each bidder must submit a bid accompanied by cash, certified check, or bidder's bond equal to not less than ten percent (10%) of the proposal amount. The successful bidders will be required to execute a Non-Collusion Affidavit, enter into a contract with PPFFA, and furnish Performance and Labor and Material Bonds in the full amount of their respective bids. No bidder may withdraw their bid within 90 days after the actual date of opening. All applicable federal, state, and local laws and regulations governing prevailing wage determination and fair employment practices shall apply to the contracts. The contractor is responsible for all costs associated with construction layout performed by a qualified Pennsylvania-registered professional land surveyor, field quality control testing, utility coordination and notification, and compliance with Pennsylvania Underground Utility Protection Law and the ADA Standards for Accessible Design.

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File	Type	Posted
2-260616 PPFFA Memorial Full Specification.pdf	PDF	Jun 25, 2026
4-2026PrevailingWage.aspx.pdf	PDF	Jun 25, 2026
3-2026PrevailingWage.aspx.pdf	PDF	Jun 25, 2026

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SITE

FORSTER STREET

. FRO

T STREET

UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.

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SHEET NUMBER:

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PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

PROTECT YOURSELF

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

FOR STATE SPECIFIC DIRECT PHONE NUMBERS

VISIT: WWW.CALL811.COM

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REVIEWED BY:

NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

CITY OF PITTSBURGHDEPARTMENT OF CITY PLANNING

APPROVED: _______________________ CITY PLANNING COMMISSION _______________________

CHAIRMANATTEST: _______________________

_______________________SECRETARY

Phone:

Engineering & Design www.colliersengineering.com

C O N S U L T I N G

Engineering & Design

CONSTRUCTION PLANS

PPFFA FALLEN

FIREFIGHTERS

MEMORIAL

CITY OF HARRISBURG

DAUPHIN COUNTY

PENNSYLVANIA

AS SHOWN 12/18/2023 MRC DFW

22009728A

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LEHIGH VALLEY

1110 American Parkway Building 10, Suite F-200B

Allentown, PA 18109 610.868.4201

COLLIERS ENGINEERING & DESIGN, INC.

DOING BUSINESS AS MASER CONSULTING

Doing Business as

20233331017

COVER SHEET

C-001

500 500

SCALE : 1" = 500'

N O

RTH

VICINITY MAP

SOURCE: PEMA ORTHOIMAGERY 2018

CONSTRUCTION PLANS

PPFFA FALLEN FIRE FIGHTERS MEMORIAL

FORSTER STREET AND N. FRONT STREET

CITY OF HARRISBURG, DAUPHIN COUNTY, PENNSYLVANIA

SHEET INDEX

CIVIL

1 C-001 COVER SHEET

2 C-002 CIVIL LEGEND AND GENERAL NOTES

3 C-003 CIVIL SPECIFICATIONS

4 C-004 CIVIL SPECIFICATIONS

5 C-101 EXISTING CONDITIONS PLAN

6 C-102 SITE DEMOLITION PLAN

7 C-111 SITE LAYOUT PLAN

8 C-121 SITE GRADING PLAN

9 C-501 FOUNDATION DETAILS

10 C-502 SITE AND E&SPC DETAILS

11 C-701 EROSION AND SEDIMENT CONTROL PLAN

ELECTRICAL

12 E-001 ELECTRICAL SPECIFICATIONS

13 E-101 SITE LIGHTING PLAN

14 E-102 ELECTRICAL SITE PLAN AND DETAILS

PREPARED FOR:

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SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

PROTECT YOURSELF

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

FOR STATE SPECIFIC DIRECT PHONE NUMBERS

VISIT: WWW.CALL811.COM

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REVIEWED BY:

NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

CITY OF PITTSBURGHDEPARTMENT OF CITY PLANNING

APPROVED: _______________________ CITY PLANNING COMMISSION _______________________

CHAIRMANATTEST: _______________________

_______________________SECRETARY

Phone:

Engineering & Design www.colliersengineering.com

C O N S U L T I N G

Engineering & Design

CONSTRUCTION PLANS

PPFFA FALLEN

FIREFIGHTERS

MEMORIAL

CITY OF HARRISBURG

DAUPHIN COUNTY

PENNSYLVANIA

AS SHOWN 12/18/2023 MRC DFW

22009728A

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LEHIGH VALLEY

1110 American Parkway Building 10, Suite F-200B

Allentown, PA 18109 610.868.4201

COLLIERS ENGINEERING & DESIGN, INC.

CIVIL LEGEND AND

GENERAL NOTES

C-002

GENERAL ADA INSTRUCTIONS TO CONTRACTOR

1. CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA

(HANDICAPPED) ACCESSIBLE COMPONENTS FOR THE SITE/PROJECT. THESE COMPONENTS, AS

CONSTRUCTED, MUST COMPLY WITH THE LATEST FEDERAL ADA STANDARDS FOR ACCESSIBLE DESIGN, AND CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY MUST COMPLY WITH THE LATEST FEDERAL PROPOSED “ASSESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY”

(PROWAG).

2. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC

TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EGRESS, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS AND ANY SUPPLEMENTAL

STATE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:

A. PATH OF TRAVEL ALONG ON-SITE ACCESSIBLE ROUTE - MUST PROVIDE A 36 INCH (EXCLUDING THE CURB)

OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL, (CAR OVERHANGS MUST NOT REDUCE THIS MINIMUM WIDTH). IN A PUBLIC RIGHT-OF-WAY, THE MINIMUM WIDTH EXCLUDING THE CURB IS 4 FT. THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:48 (1/4"

PER FOOT OR NORMALLY 2.0%) IN CROSS SLOPE.

3. IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE

LOCAL BUILDING CODE OFFICIAL, INCLUDING WHETHER OR NOT FALL PROTECTION IS REQUIRED.

4. IT IS RECOMMENDED THAT THE CONTRACTOR CHECK THE SLOPE OF FORMWORK FOR COMPLIANCE

WITH ADA STANDARDS PRIOR TO POURING CONCRETE

(NOTE: THIS LIST IS NOT INTENDED TO CAPTURE EVERY APPLICABLE FEDERAL, STATE AND LOCAL RULE AND

REGULATION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE LAW, WHETHER OR NOT

STATED SPECIFICALLY HEREIN):

1. ALL NOTES PROVIDED WITHIN THIS PLAN SET, REGARDLESS OF WHICH SHEET THE NOTE IS PROVIDED, APPLY

TO ALL SHEETS IN THIS PLAN SET, UNLESS SPECIFICALLY STATED OTHERWISE.

2. DRAWING BACKGROUND IS BASED UPON A BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY

VALLEY LAND SERVICES ON MARCH 30, 2023.

3. THIS IS A CONSTRUCTION PLAN SET AND UNLESS SPECIFICALLY NOTED ELSEWHERE HEREON, IS NOT A

SURVEY.

4. THE VERTICAL DATUM USED FOR THE SURVEY IS NAVD 88.

5. HORIZONTAL AND VERTICAL CONTROL:

BENCHMARK - N: 40°15' 49.6" W: 76°53' 25.3" EL: 324.88

MONUMENT FOUND: MAG NAIL

6. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING NEW HORIZONTAL AND VERTICAL CONTROL

BENCHMARK POINTS PRIOR TO ANY SITE DEMOLITION OR SITE WORK.

7. THE CONTRACTOR SHALL UTILIZE A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF PENNSYLVANIA TO PERFORM THE NECESSARY CALCULATIONS, SET THE GEOMETRY/TRAVERSE NETWORK IN

THE FIELD, AND PERFORM CONSTRUCTION STAKEOUT.

8. THE CONTRACTOR SHALL CONTACT COLLIERS ENGINEERING AND DESIGN TO COORDINATE

CONSTRUCTION LAYOUT. THE CONTRACTOR SHALL RETAIN A PROFESSIONAL LAND SURVEYOR

REGISTERED IN THE STATE OF PENNSYLVANIA TO PERFORM ALL CONSTRUCTION LAYOUT. CONTRACTOR IS

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONSTRUCTION LAYOUT.

9. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DEVELOPED FROM EXISTING UTILITY

RECORDS AND/OR ABOVE GROUND EXAMINATION OF THE SITE. COMPLETENESS OR ACCURACY OF

LOCATION, SIZE AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE GUARANTEED.

THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING UTILITIES SUCH AS BUT NOT LIMITED TO POWER, COMMUNICATIONS, WATER OR GAS LINES TO PREVENT DAMAGE

TO THESE LINES. IF TEST PITS ARE REQUIRED TO LOCATE EXISTING UTILITIES THEY SHALL BE PERFORMED BY HAND DIGGING OR VACUUM EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF

THE PENNSYLVANIA UNDERGROUND UTILITY PROTECTION LAW (PA ACT 287 OF 1974, AS AMENDED BY ACT 50 OF 2017 73 P.S. SECTION 176 ET. SEQ. AND ANY SUBSEQUENT AMENDMENTS/MODIFICATIONS). THE

CONTRACTOR SHALL NOTIFY THE PA ONE CALL SYSTEM AT 1-800-242-1776 NO LESS THAN THREE (3) NOR MORE THAN TEN (10) WORKING DAYS PRIOR TO THE START OF EXCAVATION OR DEMOLITION WORK.

10. EXCAVATION WITHIN TEN (10) HORIZONTAL FEET OF UNDERGROUND UTILITIES SHALL BE PERFORMED BY

HAND DIGGING OR VACUUM EXCAVATION.

11. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED UTILITY DEMOLITION/ALTERATIONS WITH PROPERTY OWNER, UTILITY OWNER AND MUNICIPALITY PRIOR TO START OF WORK. ANY PROPOSED

INTERRUPTIONS TO UTILITY SERVICES SHALL BE SCHEDULED WITH PROPERTY OWNER, UTILITY OWNER

AND MUNICIPALITY A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO SCHEDULED UTILITY INTERRUPTION UNLESS A MORE STRINGENT SCHEDULING REQUIREMENT IS REQUIRED BY PROPERTY OWNER, UTILITY

OWNER OR MUNICIPALITY.

12. UNLESS NOTED OTHERWISE, ALL EXISTING UTILITIES SHALL REMAIN ACTIVE AT ALL TIMES. TEMPORARY

BYPASS SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED TO MAINTAIN UTILITIES ACTIVE DURING CONSTRUCTION. IN THE EVENT THAT ANY UTILITIES TO THE FACILITY MUST BE SHUT OFF DURING

CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN OWNER APPROVAL PRIOR TO ANY OUTAGE.

13. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES SUCH AS BUT NOT LIMITED TO

VAULT HATCHES, MANHOLE COVERS, VALVE COVERS, UTILITY POLES, GUY WIRES AND HYDRANTS THAT ARE

TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION.

14. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY STRUCTURES AND COVERS, SUCH AS BUT NOT LIMITED TO MANHOLES, CLEANOUTS, FRAMES, GRATES AND VALVES THAT ARE

TO REMAIN, TO THE FINISH GRADE ELEVATIONS AS REQUIRED.

15. LOCATIONS OF ALL ITEMS, AND ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN

THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER FOR A RESOLUTION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY

ALL ELEVATIONS WITH THE VERTICAL AND HORIZONTAL CONTROL BENCHMARK(S).

16. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES NOT SCHEDULED TO BE REMOVED

AS INDICATED ON THE SITE DEMOLITION PLANS.

17. ALL TEMPORARY AND FINISH GRADING IS TO BE DONE SO AS TO ENSURE POSITIVE DRAINAGE AWAY FROM

STRUCTURES AND TOWARD THE APPROPRIATE INLET OR DRAINAGE FACILITY.

18. THE CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN INLETS, CATCH BASINS, SWALES, ETC. WITHIN

AND NEAR THE PROJECT AREA ARE KEPT FREE FROM MATERIALS THAT MAY HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEM. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL

ACCUMULATED SEDIMENT, DEBRIS, EQUIPMENT AND DISPOSE OF ALL UNSUITABLE OR EXCESS MATERIALS FROM THE PROJECT SITE AND PROPERTY IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL

REGULATIONS.

19. PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL REMAIN A PERMANENT PART OF THE

TOPOGRAPHY.

20. SPOT ELEVATIONS INDICATE FINISH SURFACE ELEVATION UNLESS OTHERWISE NOTED ON THE PLAN. ALL

GRADES SHALL BE SMOOTH AND CONTINUOUS.

21. ANY DAMAGE TO OFF-SITE RIGHT OF WAY, PUBLIC ROADS OR ADJACENT PROPERTIES SHALL BE REPAIRED

IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW WORK FROM

DAMAGE. ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE.

23. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS, FENCES OR OTHER MEASURES TO KEEP

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA.

24. THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES, FOR ALL DISTURBED AREAS, AS WARRANTED, TO MINIMIZE THE TRANSPORT OF SOIL BY WIND AND TRAFFIC. THE CONTRACTOR SHALL

MINIMIZE THE AREA DISTURBED / SUBJECT TO WIND EROSION AND THE TIME THAT THE AREA WILL BE

EXPOSED TO WIND EROSION.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND MAINTENANCE OF THE

CONSTRUCTION SITE AT ALL TIMES. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE ON A

DAILY BASIS, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. BURNING OF ANY DEBRIS

WILL NOT BE PERMITTED.

26. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND CONSTRUCTION SAFETY, INCLUDING PROVISION OF

ALL APPROPRIATE SAFETY DEVICES AND TRAINING REQUIRED.

27. ALL INGRESS AND EGRESS TO THE CONSTRUCTION SITE AND STAGING/LAYDOWN AREAS SHALL BE KEPT ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION EQUIPMENT OR VEHICLES WILL NOT BE

PERMITTED TO OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS.

28. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS FOR

COMPLETING THE WORK.

29. CONSTRUCTION SHALL BE IN ACCORDANCE WITH MUNICIPALITY STANDARDS AND SPECIFICATIONS

(LATEST EDITION).

30. CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SPECIFICATIONS, LATEST

EDITION, AND PENNDOT PUBLICATION 72 STANDARDS FOR ROADWAY CONSTRUCTION, LATEST EDITION, UNLESS OTHERWISE SPECIFIED OR MORE STRINGENT REQUIREMENTS EXIST.

31. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT.

32. IN THE EVENT OF A CONFLICT AMONG THESE REQUIREMENTS AND/OR PLANS, THE MORE RESTRICTIVE

REGULATION SHALL APPLY OR THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ENGINEER IN

WRITING.

33. THE CONTRACTOR SHALL REFER TO THE STATUE, WALL STONE, TABLETS, BASES, AND PAVERS SHOP DRAWINGS FOR ACTUAL DIMENSIONS OF THE PROPOSED MEMORIAL. UN-DIMENSIONED AREAS SHALL NOT

BE SCALED.

GENERAL SITE / CIVIL NOTESEXISTING CONDITIONS LEGEND

ABBREVIATIONS

SITE UTILITY CONTACTS

COMPANY: CITY OF HARRISBURG

ADDRESS: 1002 N. 7TH STREET

HARRISBURG, PA 17102

CONTACT: VERONICA LEFEVER

EMAIL: valefever@harrisburgpa.gov

PHONE: 717-857-5157

COMPANY: AT&T

ADDRESS: 1100 3RD AVE

ALTOONA, PA. 16602

CONTACT: PAT SUTTON

EMAIL: ps4364@att.com

PHONE: 814-321-6470

COMPANY: ENERGY CENTER HARRISBURG

ADDRESS: 900 WALNUT STREET

HARRISBURG, PA 17101

CONTACT: JOSEPH MCGOVERN

EMAIL: joseph.mcgovern@cordiaenergy.com

PHONE: 717-920-8271

COMPANY: BRIGHTSPEED

ADDRESS: 1120 S TRYON STREET

SUITE 700

CHARLOTTE, NC. 28203

CONTACT: CASE WELLS

EMAIL: case.wells@brightspeed.com

PHONE: 704-314-2503

COMPANY: CAPITAL REGION WATER

ADDRESS: 3003 N FRONT STREET

HARRISBURG, PA 17110

CONTACT: THOMAS YORK

EMAIL: thomas.york@capitalregionwater.com

PHONE: 717-216-5260

COMPANY: WINDSTREAM ENTERPRISE/WHOLESALE

ADDRESS: 4005 N RODNEY PARHAM RD

LITTLE ROCK, AR. 72212

CONTACT: CLEC LOCATE DESK PERSONNEL

EMAIL: wci.clec.locate@windstream.com

PHONE: 800-941-3430

COMPANY: FRONTIER COMMUNICATIONS OF PA

INC

ADDRESS: 300E LAIRD ST

WILKES BARRE, PA. 18702

CONTACT: MICHAEL NAVICH

EMAIL: michael.navich@FTR.com

PHONE: 570-208-3375

COMPANY: VERIZON PENNSYLVANIA LLC

ADDRESS: 1026 HAY ST

PITTSBURGH, PA. 15221

CONTACT: DEBORAH BARUM

EMAIL: deborah.d.delia@verizon.com

PHONE: 412-344-3901

COMPANY: PPL ELECTRIC UTILITIES CORPORATION

ADDRESS: 437 BLUE CHURCH RD

PAXINOS, PA. 17860

CONTACT: DOUG HAUPT

EMAIL: dlhaupt@pplweb.com

PHONE: 570-490-5684

COMPANY: COMCAST

ADDRESS: 4601 SMITH STREET

HARRISBURG, PA 17109

CONTACT: MICHAEL SWEIGARD

EMAIL: mike_sweigard@cable.comcast.com

PHONE: 717-298-6450

COMPANY: UGI UTILITIES INC

ADDRESS: 1301 AIP DR

MIDDLETOWN, PA. 17057

CONTACT: STEPHEN BATEMAN

EMAIL: sbateman@ugi.com

PHONE: 610-807-3174

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SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

PROTECT YOURSELF

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

FOR STATE SPECIFIC DIRECT PHONE NUMBERS

VISIT: WWW.CALL811.COM

C-CVER

8A \E ng in ee ri ng \S ite P la ns

\C -C

dw g\

C-

.M U

Know what'sbelow.

before you dig.Call

REVIEWED BY:

NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

CITY OF PITTSBURGHDEPARTMENT OF CITY PLANNING

APPROVED: _______________________ CITY PLANNING COMMISSION _______________________

CHAIRMANATTEST: _______________________

_______________________SECRETARY

Phone:

Engineering & Design www.colliersengineering.com

C O N S U L T I N G

Engineering & Design

CONSTRUCTION PLANS

PPFFA FALLEN

FIREFIGHTERS

MEMORIAL

CITY OF HARRISBURG

DAUPHIN COUNTY

PENNSYLVANIA

AS SHOWN 12/18/2023 MRC DFW

22009728A

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LEHIGH VALLEY

1110 American Parkway Building 10, Suite F-200B

Allentown, PA 18109 610.868.4201

COLLIERS ENGINEERING & DESIGN, INC.

CIVIL SPECIFICATIONS

C-003

SECTION 311000 - SITE CLEARING

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. REMOVING EXISTING VEGETATION.

2. CLEARING AND GRUBBING.

3. STRIPPING AND STOCKPILING TOPSOIL.

4. STRIPPING AND STOCKPILING ROCK.

1.2 DEFINITIONS

A. SUBSOIL: SOIL BENEATH THE LEVEL OF SUBGRADE; SOIL BENEATH THE TOPSOIL LAYERS OF A NATURALLY

OCCURRING SOIL PROFILE, TYPIFIED BY LESS THAN 1 PERCENT ORGANIC MATTER AND FEW SOIL

ORGANISMS.

B. SURFACE SOIL: SOIL THAT IS PRESENT AT THE TOP LAYER OF THE EXISTING SOIL PROFILE. IN UNDISTURBED AREAS, SURFACE SOIL IS TYPICALLY CALLED "TOPSOIL," BUT IN DISTURBED AREAS SUCH AS

URBAN ENVIRONMENTS, THE SURFACE SOIL CAN BE SUBSOIL.

C. TOPSOIL: TOP LAYER OF THE SOIL PROFILE CONSISTING OF EXISTING NATIVE SURFACE TOPSOIL OR

EXISTING IN-PLACE SURFACE SOIL; THE ZONE WHERE PLANT ROOTS GROW.

D. VEGETATION: TREES, SHRUBS, GROUNDCOVERS, GRASS, AND OTHER PLANTS.

1.3 PREINSTALLATION MEETINGS

A. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.

1.4 MATERIAL OWNERSHIP

A. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM

PROJECT SITE.

1.5 INFORMATIONAL SUBMITTALS

A. EXISTING CONDITIONS: DOCUMENTATION OF EXISTING VEGETATION, ADJOINING CONSTRUCTION, AND SITE IMPROVEMENTS THAT ESTABLISHES PRECONSTRUCTION CONDITIONS THAT MIGHT BE

MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING.

1. USE SUFFICIENTLY DETAILED PHOTOGRAPHS.

B. TOPSOIL STRIPPING AND STOCKPILING PROGRAM.

1.6 QUALITY ASSURANCE

A. TOPSOIL STRIPPING AND STOCKPILING PROGRAM: PREPARE A WRITTEN PROGRAM TO SYSTEMATICALLY

DEMONSTRATE THE ABILITY OF PERSONNEL TO PROPERLY FOLLOW PROCEDURES AND HANDLE

MATERIALS AND EQUIPMENT DURING THE WORK. INCLUDE DIMENSIONED DIAGRAMS FOR PLACEMENT

AND PROTECTION OF STOCKPILES.

1.7 FIELD CONDITIONS

A. TRAFFIC: MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS, AND OTHER ADJACENT

OCCUPIED OR USED FACILITIES DURING SITE-CLEARING OPERATIONS.

1. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED

FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION.

B. UTILITY LOCATOR SERVICE: NOTIFY MARYLAND MISS UTILITY AT 1-800-257-7777 FOR AREA WHERE

PROJECT IS LOCATED BEFORE SITE CLEARING.

C. DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARY EROSION- AND

SEDIMENTATION-CONTROL MEASURES ARE IN PLACE.

D. SOIL STRIPPING, HANDLING, AND STOCKPILING: PERFORM ONLY WHEN THE SOIL IS DRY OR SLIGHTLY

MOIST.

PART 2 - PRODUCTS

2.1 MATERIALS

A. SATISFACTORY SOIL MATERIAL: REQUIREMENTS FOR SATISFACTORY SOIL MATERIAL ARE SPECIFIED IN

SECTION 312000 "EARTH MOVING."

1. OBTAIN APPROVED BORROW SOIL MATERIAL OFF-SITE WHEN SATISFACTORY SOIL MATERIAL IS NOT

AVAILABLE ON-SITE.

PART 3 - EXECUTION

3.1 PREPARATION

A. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM DISTURBANCE DURING

CONSTRUCTION.

B. PROTECT EXISTING SITE IMPROVEMENTS TO REMAIN FROM DAMAGE DURING CONSTRUCTION.

1. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER.

3.2 EXISTING UTILITIES

A. INTERRUPTING EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY

OWNER OR OTHERS, UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY

AFTER ARRANGING TO PROVIDE TEMPORARY UTILITY SERVICES ACCORDING TO REQUIREMENTS

INDICATED:

1. NOTIFY OWNER NOT LESS THAN TEN WORKING DAYS IN ADVANCE OF PROPOSED UTILITY

INTERRUPTIONS.

2. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT OWNER'S WRITTEN PERMISSION.

3.3 CLEARING AND GRUBBING

A. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY SOIL

MATERIAL UNLESS FURTHER EXCAVATION OR EARTHWORK IS INDICATED.

1. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND

COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND.

3.4 TOPSOIL STRIPPING

A. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.

B. STRIP TOPSOIL TO DEPTH OF 6 INCHES IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING

SUBSOIL OR OTHER WASTE MATERIALS.

1. REMOVE SUBSOIL AND NONSOIL MATERIALS FROM TOPSOIL, INCLUDING CLAY LUMPS, GRAVEL, AND

OTHER OBJECTS LARGER THAN 2 INCHES IN DIAMETER; TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER

WASTE MATERIALS.

C. STOCKPILE TOPSOIL AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL OR OTHER MATERIALS. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT

WINDBLOWN DUST AND EROSION BY WATER.

1. LIMIT HEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES.

2. DO NOT STOCKPILE TOPSOIL WITHIN PROTECTION ZONES.

3. STOCKPILE SURPLUS TOPSOIL TO ALLOW FOR RESPREADING DEEPER TOPSOIL.

3.5 STOCKPILING ROCK

A. REMOVE FROM CONSTRUCTION AREA NATURALLY FORMED ROCKS THAT MEASURE MORE THAN 1 FOOT

ACROSS IN LEAST DIMENSION. DO NOT INCLUDE EXCAVATED OR CRUSHED ROCK.

1. SEPARATE OR WASH OFF NON-ROCK MATERIALS FROM ROCKS, INCLUDING SOIL, CLAY LUMPS, GRAVEL, AND OTHER OBJECTS LARGER THAN 2 INCHES IN DIAMETER; TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS.

B. STOCKPILE ROCK AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH OTHER

MATERIALS. COVER TO PREVENT WINDBLOWN DEBRIS FROM ACCUMULATING AMONG ROCKS.

1. LIMIT HEIGHT OF ROCK STOCKPILES TO 36 INCHES.

2. DO NOT STOCKPILE ROCK WITHIN PROTECTION ZONES.

3. DISPOSE OF ALL ROCK.

3.6 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S

PROPERTY.

B. BURNING VEGETATION WASTE IS NOT PERMITTED.

CIVIL SPECIFICATIONS - SITE CLEARING

SECTION 312000 - EARTH MOVING

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. EXCAVATING AND FILLING FOR ROUGH GRADING THE SITE.

2. PREPARING SUBGRADES FOR FOUNDATIONS, WALKS, PAVERS,

TURF AND GRASSES.

3. EXCAVATING AND BACKFILLING FOR STRUCTURES.

4. SUBBASE AND BASE COURSE FOR CONCRETE WALKS.

5. EXCAVATING AND BACKFILLING TRENCHES FOR UTILITIES.

6. AGGREGATE COURSE FOR GRAVEL MAINTENANCE STRIPS AND

STORMWATER MANAGEMENT STRIPS.

1.2 DEFINITIONS

A. BACKFILL: SOIL MATERIAL OR CONTROLLED LOW-STRENGTH

MATERIAL USED TO FILL AN EXCAVATION.

1. INITIAL BACKFILL: BACKFILL PLACED BESIDE AND OVER PIPE IN A

TRENCH, INCLUDING HAUNCHES TO SUPPORT SIDES OF PIPE.

2. FINAL BACKFILL: BACKFILL PLACED OVER INITIAL BACKFILL TO FILL

A TRENCH.

B. BASE COURSE: AGGREGATE LAYER PLACED BETWEEN THE SUBBASE

COURSE AND CONCRETE WALK.

C. BEDDING COURSE: AGGREGATE LAYER PLACED OVER THE

EXCAVATED SUBGRADE IN A TRENCH BEFORE LAYING PIPE,

CONDUIT, OR DUCT BANK.

D. BORROW SOIL: SATISFACTORY SOIL IMPORTED FROM OFF-SITE FOR

USE AS FILL OR BACKFILL.

E. EXCAVATION: REMOVAL OF MATERIAL ENCOUNTERED ABOVE

SUBGRADE ELEVATIONS AND TO LINES AND DIMENSIONS INDICATED.

F. FILL: SOIL MATERIALS USED TO RAISE EXISTING GRADES.

G. ROCK: ROCK MATERIAL IN BEDS, LEDGES, UNSTRATIFIED MASSES,

CONGLOMERATE DEPOSITS, AND BOULDERS OF ROCK MATERIAL

THAT EXCEED 1 CU. YD. FOR BULK EXCAVATION OR 3/4 CU. YD. FOR

FOOTING, TRENCH, AND PIT EXCAVATION THAT CANNOT BE

REMOVED BY ROCK-EXCAVATING EQUIPMENT EQUIVALENT TO THE

FOLLOWING IN SIZE AND PERFORMANCE RATINGS, WITHOUT

SYSTEMATIC DRILLING, RAM HAMMERING, RIPPING, OR BLASTING,

WHEN PERMITTED:

1. EQUIPMENT FOR FOOTING, TRENCH, AND PIT EXCAVATION:

LATE-MODEL, TRACK-MOUNTED HYDRAULIC EXCAVATOR;

EQUIPPED WITH A 42-INCH MAXIMUM-WIDTH, SHORT-TIP-RADIUS

ROCK BUCKET; RATED AT NOT LESS THAN138-HP FLYWHEEL

POWER WITH BUCKET-CURLING FORCE OF NOT LESS THAN 28,700

LBF AND STICK-CROWD FORCE OF NOT LESS THAN 18,400 LBF

WITH EXTRA-LONG REACH BOOM.

2. EQUIPMENT FOR OTHER EXCAVATION: LATE-MODEL,

TRACK-MOUNTED LOADER; RATED AT NOT LESS THAN 230-HP

FLYWHEEL POWER AND DEVELOPING MINIMUM OF 47,992-LBF

BREAKOUT FORCE WITH A GENERAL-PURPOSE BARE BUCKET.

H. STRUCTURAL BACKFILL: SCREENED SOIL MATERIAL USED TO FILL AN

EXCAVATION.

I. STRUCTURAL FILL: SCREENED SOIL MATERIAL USED TO RAISE EXISTING

GRADES.

J. STRUCTURES: BUILDINGS, FOOTINGS, FOUNDATIONS, RETAINING

WALLS, SLABS, TANKS, CURBS, MECHANICAL AND ELECTRICAL

APPURTENANCES, OR OTHER MAN-MADE STATIONARY FEATURES

CONSTRUCTED ABOVE OR BELOW THE GROUND SURFACE.

K. SUBBASE COURSE: AGGREGATE LAYER PLACED BETWEEN THE

SUBGRADE AND BASE COURSE OR REPLACING INADEQUATE

SUBGRADE.

L. SUBGRADE: UPPERMOST SURFACE OF AN EXCAVATION OR THE TOP

SURFACE OF A FILL OR BACKFILL IMMEDIATELY BELOW SUBBASE,

DRAINAGE FILL, DRAINAGE COURSE, OR TOPSOIL MATERIALS.

M. UNAUTHORIZED EXCAVATION: EXCAVATION BELOW SUBGRADE

ELEVATIONS OR BEYOND INDICATED LINES AND DIMENSIONS

WITHOUT DIRECTION BY ENGINEER.

N. UTILITIES: ON-SITE UNDERGROUND PIPES, CONDUITS, DUCTS, AND

CABLES AS WELL AS UNDERGROUND SERVICES WITHIN BUILDINGS.

1.3 PREINSTALLATION MEETINGS

A. PREINSTALLATION CONFERENCE: CONDUCT PREEXCAVATION

CONFERENCE AT PROJECT SITE.

1. REVIEW METHODS AND PROCEDURES RELATED TO

EARTHMOVING, INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING:

a. PERSONNEL AND EQUIPMENT NEEDED TO MAKE PROGRESS

AND AVOID DELAYS.

b. COORDINATION OF WORK WITH UTILITY MARK OUT AND

PENNSYLVANIA ONECALL.

c. COORDINATION OF WORK AND EQUIPMENT MOVEMENT.

d. EXTENT OF TRENCHING BY HAND.

e. FIELD QUALITY CONTROL.

1.4 ACTION SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF THE FOLLOWING

MANUFACTURED PRODUCTS REQUIRED:

1. GEOTEXTILES.

2. DETECTABLE WARNING TAPES.

1.5 INFORMATIONAL SUBMITTALS

A. QUALIFICATION DATA: FOR QUALIFIED TESTING AGENCY/SPECIAL

INSPECTOR.

B. MATERIAL TEST REPORTS: FOR EACH ON-SITE AND BORROW SOIL

MATERIAL PROPOSED FOR FILL AND BACKFILL AS FOLLOWS:

1. CLASSIFICATION ACCORDING TO ASTM D 2487.

2. LABORATORY COMPACTION CURVE ACCORDING TO ASTM D

1557.

C. PREEXCAVATION PHOTOGRAPHS: SHOW EXISTING CONDITIONS OF

ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS, INCLUDING

FINISH SURFACES THAT MIGHT BE MISCONSTRUED AS DAMAGE

CAUSED BY EARTH-MOVING OPERATIONS. SUBMIT BEFORE EARTH

MOVING BEGINS.

1.6 QUALITY ASSURANCE

A. TESTING AGENCY/SPECIAL INSPECTOR QUALIFICATIONS: QUALIFIED

ACCORDING TO ASTM E 329 AND ASTM D 3740 FOR TESTING

INDICATED.

1.7 FIELD CONDITIONS

A. TRAFFIC: MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS,

WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES

DURING EARTH-MOVING OPERATIONS.

1. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER

ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION

FROM OWNER AND AUTHORITIES HAVING JURISDICTION.

2. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED

TRAFFIC WAYS IF REQUIRED BY OWNER OR AUTHORITIES HAVING

JURISDICTION.

B. UTILITY LOCATOR SERVICE: NOTIFY PENNSYLVANIA ONECALL AT

1-800-242-1776 FOR AREA WHERE PROJECT IS LOCATED BEFORE

BEGINNING EARTH-MOVING OPERATIONS.

C. DO NOT COMMENCE EARTH-MOVING OPERATIONS UNTIL

TEMPORARY EROSION- AND SEDIMENTATION-CONTROL MEASURES

ARE IN PLACE.

D. THE FOLLOWING PRACTICES ARE PROHIBITED WITHIN PROTECTION

ZONES:

1. STORAGE OF CONSTRUCTION MATERIALS, DEBRIS, OR

EXCAVATED MATERIAL.

2. PARKING VEHICLES OR EQUIPMENT.

3. FOOT TRAFFIC.

4. ERECTION OF SHEDS OR STRUCTURES.

5. IMPOUNDMENT OF WATER.

6. EXCAVATION OR OTHER DIGGING UNLESS OTHERWISE

INDICATED.

7. ATTACHMENT OF SIGNS TO OR WRAPPING MATERIALS AROUND

TREES OR PLANTS UNLESS OTHERWISE INDICATED.

E. DO NOT DIRECT VEHICLE OR EQUIPMENT EXHAUST TOWARDS

PROTECTION ZONES.

F. PROHIBIT HEAT SOURCES, FLAMES, IGNITION SOURCES, AND

SMOKING WITHIN OR NEAR PROTECTION ZONES.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT

SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM

EXCAVATIONS.

B. BASE COURSE: CRUSHER RUN AGGREGATE CR-6 ACCORDING TO

PENNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION

MATERIALS.

C. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE

OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND

NATURAL OR CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100

PERCENT PASSING A 1-INCH SIEVE AND NOT MORE THAN 8 PERCENT

PASSING A NO. 200 SIEVE.

D. SAND: ASTM C 33; FINE AGGREGATE.

E. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, GC,

SW, SP AND/OR SM, ACCORDING TO ASTM D 2487, OR A

COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL

LARGER THAN 3 INCHES IN ANY DIMENSION, MUCK, TRASH,

ORGANIC MATTER, DEBRIS, WASTE, FROZEN MATERIALS,

VEGETATION, AND OTHER DELETERIOUS MATTER.

F. STRUCTURAL BACKFILL: SATISFACTORY SOILS WITH A LIQUID LIMIT

NOT EXCEEDING 40 AND A PLASTICITY INDEX NOT EXCEEDING 10.

MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM

D1557 SHALL BE NO LESS THAN 115 PCF.

G. STRUCTURAL FILL: SATISFACTORY SOILS WITH A LIQUID LIMIT NOT

EXCEEDING 40 AND A PLASTICITY INDEX NOT EXCEEDING 10.

MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM

D1557 SHALL BE NO LESS THAN 115 PCF.

H. SUBBASE COURSE: BACK RUN GRAVEL ACCORDING TO PENNDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION MATERIALS.

I. UNSATISFACTORY SOILS: MATERIALS WHICH DO NOT COMPLY WITH

THE REQUIREMENTS FOR SATISFACTORY SOILS.

1. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT

MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE

CONTENT AT TIME OF COMPACTION.

2.2 ACCESSORIES

A. DETECTABLE WARNING TAPE: ACID- AND ALKALI-RESISTANT,

POLYETHYLENE FILM WARNING TAPE MANUFACTURED FOR MARKING

AND IDENTIFYING UNDERGROUND UTILITIES, A MINIMUM OF 12

INCHES WIDE AND 4 MILS THICK, CONTINUOUSLY INSCRIBED WITH

A DESCRIPTION OF THE UTILITY, WITH METALLIC CORE ENCASED IN

A PROTECTIVE JACKET FOR CORROSION PROTECTION, DETECTABLE

BY METAL DETECTOR WHEN TAPE IS BURIED UP TO 30 INCHES DEEP;

COLORED AS FOLLOWS:

1. RED: ELECTRICAL.

PART 3 - EXECUTION

3.1 PREPARATION

A. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND

OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL

MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS

CREATED BY EARTH-MOVING OPERATIONS.

B. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION

CONTROLS DURING EARTH-MOVING OPERATIONS.

C. PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING

TEMPERATURES AND FROST. REMOVE TEMPORARY PROTECTION

BEFORE PLACING SUBSEQUENT MATERIALS.

3.2 EXPLOSIVES

A. EXPLOSIVES: DO NOT USE EXPLOSIVES.

3.3 EXCAVATION, GENERAL

A. UNCLASSIFIED EXCAVATION: EXCAVATE TO SUBGRADE ELEVATIONS

REGARDLESS OF THE CHARACTER OF SURFACE AND SUBSURFACE

CONDITIONS ENCOUNTERED. EXCAVATED MATERIALS MAY INCLUDE

ROCK, SOIL MATERIALS, AND OBSTRUCTIONS. NO CHANGES IN THE

CONTRACT SUM OR THE CONTRACT TIME WILL BE AUTHORIZED

FOR ROCK EXCAVATION OR REMOVAL OF OBSTRUCTIONS.

1. IF EXCAVATED MATERIALS INTENDED FOR STRUCTURAL FILL AND

BACKFILL INCLUDE UNSATISFACTORY SOIL MATERIALS AND ROCK,

REPLACE WITH SATISFACTORY SOIL MATERIALS.

2. REMOVE ROCK TO LINES AND GRADES INDICATED TO PERMIT

INSTALLATION OF PERMANENT CONSTRUCTION WITHOUT

EXCEEDING THE FOLLOWING DIMENSIONS:

a. 24 INCHES OUTSIDE OF CONCRETE FORMS OTHER THAN AT

FOOTINGS.

b. 12 INCHES OUTSIDE OF CONCRETE FORMS AT FOOTINGS.

c. 6 INCHES OUTSIDE OF MINIMUM REQUIRED DIMENSIONS OF

CONCRETE CAST AGAINST GRADE.

d. OUTSIDE DIMENSIONS OF CONCRETE WALLS INDICATED TO BE

CAST AGAINST ROCK WITHOUT FORMS OR EXTERIOR

WATERPROOFING TREATMENTS.

e. 6 INCHES BENEATH BOTTOM OF CONCRETE SLABS-ON-GRADE.

f. 6 INCHES BENEATH PIPE OR CONDUIT IN TRENCHES AND THE

GREATER OF 24 INCHES WIDER THAN PIPE, CONDUIT, OR DUCT

BANK OR 42 INCHES WIDE.

B. ALL EXCAVATION WITHIN 10 HORIZONTAL FEET OF UNDERGROUND

UTILITIES SHALL BE PREFORMED BY HAND DIGGING OR VACUUM

EXCAVATION.

3.4 EXCAVATION FOR STRUCTURES

A. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A

TOLERANCE OF PLUS OR MINUS 1 INCH. IF APPLICABLE, EXTEND

EXCAVATIONS A SUFFICIENT DISTANCE FROM STRUCTURES FOR

PLACING AND REMOVING CONCRETE FORMWORK, FOR INSTALLING

SERVICES AND OTHER CONSTRUCTION, AND FOR INSPECTIONS.

1. EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT

DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO

FINAL GRADE JUST BEFORE PLACING CONCRETE REINFORCEMENT.

TRIM BOTTOMS TO REQUIRED LINES AND GRADES TO LEAVE

SOLID BASE TO RECEIVE OTHER WORK. FOUNDATION SUBGRADES

CONSISTING OF SILTY OR CLAYEY SOILS SHALL BE PROTECTED

FROM CHANGES IN MOISTURE AND FREEZING CONDITIONS. ANY

ENCOUNTERED DISTURBED FOUNDATION SUBGRADE SOILS SHALL

BE REMOVED AND REPLACED WITH COMPACTED, STRUCTURAL

FILL. ANY TOPSOIL, MUCK, RUBBLE, TRASH, FROZEN MATERIAL,

ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS SHALL BE

REMOVED FROM THE FOUNDATION SUBGRADES PRIOR TO THE

PLACEMENT OF CONCRETE.

2. EXCAVATION FOR MECHANICAL OR ELECTRICAL UTILITY

STRUCTURES: EXCAVATE TO ELEVATIONS AND DIMENSIONS

INDICATED WITHIN A TOLERANCE OF PLUS OR MINUS 1 INCH. DO

NOT DISTURB BOTTOM OF EXCAVATIONS INTENDED AS BEARING

SURFACES.

3.5 EXCAVATION FOR UTILITY TRENCHES

A. EXCAVATE TRENCHES TO INDICATED GRADIENTS, LINES, DEPTHS,

AND ELEVATIONS.

1. BEYOND BUILDING PERIMETER, EXCAVATE TRENCHES TO ALLOW

INSTALLATION OF TOP OF CONDUIT BELOW FROST LINE.

B. EXCAVATE TRENCHES TO UNIFORM WIDTHS TO PROVIDE THE

FOLLOWING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT.

EXCAVATE TRENCH WALLS VERTICALLY FROM TRENCH BOTTOM TO

12 INCHES HIGHER THAN TOP OF CONDUIT UNLESS OTHERWISE

INDICATED.

1. CLEARANCE: 12 INCHES EACH SIDE OF PIPE OR CONDUIT.

C. TRENCH BOTTOMS: EXCAVATE AND SHAPE TRENCH BOTTOMS TO

PROVIDE UNIFORM BEARING AND SUPPORT OF PIPES AND CONDUIT.

SHAPE SUBGRADE TO PROVIDE CONTINUOUS SUPPORT FOR JOINTS,

FITTINGS, AND BODIES OF CONDUITS OR DUCT BANKS. REMOVE

PROJECTING STONES AND SHARP OBJECTS ALONG TRENCH

SUBGRADE.

1. FOR PIPES AND CONDUIT LESS THAN 6 INCHES IN NOMINAL

DIAMETER, HAND-EXCAVATE TRENCH BOTTOMS AND SUPPORT

PIPE AND CONDUIT ON AN UNDISTURBED SUBGRADE SAND

BEDDING.

2. FOR PIPES AND CONDUIT 6 INCHES OR LARGER IN NOMINAL

DIAMETER, SHAPE BOTTOM OF SAND BEDDING TO SUPPORT

BOTTOM 90 DEGREES OF PIPE OR CONDUIT CIRCUMFERENCE. FILL

DEPRESSIONS WITH TAMPED SAND BACKFILL.

3. FOR FLAT-BOTTOMED, MULTIPLE-DUCT CONDUIT UNITS,

HAND-EXCAVATE TRENCH BOTTOMS AND SUPPORT CONDUIT

ON AN BEDDING COURSE.

4. EXCAVATE TRENCHES 6 INCHES DEEPER THAN ELEVATION

REQUIRED IN ROCK OR OTHER UNYIELDING BEARING MATERIAL

TO ALLOW FOR BEDDING COURSE.

3.6 SUBGRADE INSPECTION

A. NOTIFY SPECIAL INSPECTOR WHEN EXCAVATIONS HAVE REACHED

REQUIRED SUBGRADE.

B. IF SPECIAL INSPECTOR DETERMINES THAT UNSATISFACTORY SOIL IS

PRESENT, CONTINUE EXCAVATION AND REPLACE WITH COMPACTED

STRUCTURAL BACKFILL OR OTHER MATERIAL, AS DIRECTED BY

SPECIAL INSPECTOR.

C. PROOF-ROLL FOUNDATION SUBGRADE WITH A PNEUMATIC-TIRED

AND LOADED 10-WHEEL, TANDEM-AXLE DUMP TRUCK WEIGHING

NOT LESS THAN 15 TONS TO IDENTIFY SOFT POCKETS AND AREAS

OF EXCESS YIELDING. DO NOT PROOF-ROLL FROZEN, WET OR

SATURATED SUBGRADES.

1. COMPLETELY PROOF-ROLL SUBGRADE IN ONE DIRECTION. LIMIT

VEHICLE SPEED TO 3 MPH.

2. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF

EXCESSIVE PUMPING OR RUTTING, AS DETERMINED BY SPECIAL

INSPECTOR, AND REPLACE WITH SUBBASE COURSE, COMPACTED

BACKFILL OR FILL AS DIRECTED.

D. ANY DISTURBED FOUNDATION SUBGRADE SOILS SHALL BE REMOVED

AND REPLACED WITH COMPACTED STRUCTURAL BACKFILL. ANY

TOPSOIL, MUCK, RUBBLE, TRASH, FROZEN MATERIAL, OR ORGANIC

MATTER AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED

FROM THE FOUNDATION SUBGRADE PRIOR TO THE PLACEMENT OF

CONCRETE.

E. IN AREAS INACCESSIBLE TO DUMP TRUCKS OR TOO NARROW FOR

PROOF ROLLING, VISUAL MOVEMENT OF SOILS UNDER COMPACTION

EQUIPMENT MAY BE USED TO IDENTIFY SOFT POCKETS OF EXCESS

YIELDING.

3.7 UNAUTHORIZED EXCAVATION

A. FILL UNAUTHORIZED EXCAVATION UNDER FOUNDATIONS BY

EXTENDING BOTTOM ELEVATION OF CONCRETE FOUNDATION OR

FOOTING TO EXCAVATION BOTTOM, WITHOUT ALTERING TOP

ELEVATION OR AS DIRECTED BY ENGINEER.

1. FILL UNAUTHORIZED EXCAVATIONS UNDER OTHER

CONSTRUCTION, PIPE, OR CONDUIT AS DIRECTED BY ENGINEER.

3.8 STORAGE OF SOIL MATERIALS

A. STOCKPILE BORROW SOIL MATERIALS AND EXCAVATED

SATISFACTORY SOIL MATERIALS WITHOUT INTERMIXING. PLACE,

GRADE, AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER

TO PREVENT WINDBLOWN DUST.

1. STOCKPILE SOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS.

DO NOT STORE WITHIN DRIP LINE OF REMAINING TREES.

3.9 BACKFILL

A. STRUCTURAL FILL AND/OR BACKFILL CONSISTING OF SATISFACTORY

SOILS SHALL BE USED TO BACKFILL AROUND AND BELOW

FOUNDATIONS.

B. PLACE AND COMPACT BACKFILL IN EXCAVATIONS PROMPTLY, BUT

NOT BEFORE COMPLETING THE FOLLOWING:

1. CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE

APPLICABLE, SUBDRAINAGE, DAMPPROOFING, WATERPROOFING,

AND PERIMETER INSULATION.

2. SURVEYING LOCATIONS OF UNDERGROUND UTILITIES FOR

RECORD DOCUMENTS.

3. TESTING AND INSPECTING UNDERGROUND UTILITIES.

4. REMOVING CONCRETE FORMWORK.

5. REMOVING TRASH AND DEBRIS.

6. REMOVING TEMPORARY SHORING, BRACING, AND SHEETING.

7. INSTALLING PERMANENT OR TEMPORARY HORIZONTAL BRACING

ON HORIZONTALLY SUPPORTED WALLS.

8. CAREFULLY COMPACTING BEDDING WATER HAUNCHES AND

COMPACT EVENLY.

C. PLACE BACKFILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR

ICE.

3.10 UTILITY TRENCH BACKFILL

A. PLACE BACKFILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR

ICE.

B. PLACE AND COMPACT BEDDING COURSE ON TRENCH BOTTOMS

AND WHERE INDICATED. SHAPE BEDDING COURSE TO PROVIDE

CONTINUOUS SUPPORT FOR JOINTS, FITTINGS, AND BODIES OF

CONDUITS OR DUCT BANKS.

1. COORDINATE BACKFILLING WITH UTILITIES TESTING. CAREFULLY

COMPACT SAND BEDDING UNDER PIPE HAUNCHES AND

COMPACT EVENLY UP ON BOTH SIDES AND ALONG THE FULL

LENGTH OF PIPING OR CONDUIT TO AVOID DAMAGE OR

DISPLACEMENT OF PIPING OR CONDUIT. COORDINATE

BACKFILLING WITH UTILITIES TESTING

C. BACKFILL VOIDS WITH SATISFACTORY SOIL WHILE REMOVING

SHORING AND BRACING.

D. INITIAL BACKFILL:

1. SOIL BACKFILL: PLACE AND COMPACT INITIAL BACKFILL OF

SATISFACTORY SOIL, FREE OF PARTICLES LARGER THAN 1 INCH IN

ANY DIMENSION, TO A HEIGHT OF 12 INCHES OVER THE PIPE OR

CONDUIT.

a. COORDINATE BACKFILLING WITH UTILITIES TESTING.

CAREFULLY COMPACT SAND BEDDING UNDER PIPE HAUNCHES

AND COMPACT EVENLY UP ON BOTH SIDES AND ALONG THE

FULL LENGTH OF PIPING OR CONDUIT TO AVOID DAMAGE OR

DISPLACEMENT OF PIPING OR CONDUIT. COORDINATE

BACKFILLING WITH UTILITIES TESTING.

E. FINAL BACKFILL:

1. SOIL BACKFILL: PLACE AND COMPACT FINAL BACKFILL OF

SATISFACTORY SOIL TO FINAL SUBGRADE ELEVATION.

F. DETECTABLE WARNING TAPE: INSTALL WARNING TAPE DIRECTLY

ABOVE UTILITIES, 12 INCHES BELOW FINISHED GRADE, EXCEPT 6

INCHES BELOW SUBGRADE UNDER PAVEMENTS AND SLABS.

3.11 SOIL FILL

A. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER

THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND

WITH EXISTING MATERIAL.

B. PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED

ELEVATIONS AS FOLLOWS:

1. UNDER GRASS AND PLANTED AREAS, USE SATISFACTORY SOIL

MATERIAL.

2. UNDER WALKS AND PAVEMENTS, USE SATISFACTORY SOIL

MATERIAL.

3. UNDER FOUNDATIONS, USE SATISFACTORY SOIL MATERIAL.

C. PLACE SOIL FILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE.

3.12 SOIL MOISTURE CONTROL

A. ONSITE SOILS MAY REQUIRE DRYING OR MIXING WITH DRIER

MATERIALS PRIOR TO USE AS STRUCTURAL BACKFILL

B. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH

SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION TO

WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT.

1. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES

THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE.

2. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE

SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM

MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO

COMPACT TO SPECIFIED DRY UNIT WEIGHT.

3.13 COMPACTION OF BACKFILLS AND FILLS

A. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8

INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY

COMPACTION EQUIPMENT AND NOT MORE THAN 4 INCHES IN

LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED

TAMPERS.

B. PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES OF

STRUCTURES TO REQUIRED ELEVATIONS AND UNIFORMLY ALONG

THE FULL LENGTH OF EACH STRUCTURE.

C. COMPACT BACKFILL AND FILL MATERIALS TO NOT LESS THAN THE

FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT

ACCORDING TO ASTM D 1557:

1. UNDER STRUCTURES, FOUNDATIONS, AND PAVEMENTS, SCARIFY

AND RECOMPACT TOP 12 INCHES OF EXISTING SUBGRADE AND

EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT.

2. UNDER TURF OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP

6 INCHES BELOW SUBGRADE AND COMPACT EACH LAYER OF

BACKFILL OR FILL SOIL MATERIAL AT 85 PERCENT.

3. FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND

FINAL BACKFILL SOIL MATERIAL AT 85 PERCENT.

3.14 GRADING

A. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE

OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION

REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND

ELEVATIONS INDICATED.

1. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING

GRADES AND NEW GRADES.

2. CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS

TO COMPLY WITH REQUIRED SURFACE TOLERANCES.

B. SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY

FROM STRUCTURES AND TO PREVENT PONDING. FINISH SUBGRADES

TO ELEVATIONS REQUIRED TO ACHIEVE INDICATED FINISH

ELEVATIONS, WITHIN THE FOLLOWING SUBGRADE TOLERANCES:

1. TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH.

3.15 FIELD QUALITY CONTROL

A. TESTING AGENCY AND SPECIAL INSPECTIONS: CONTRACTOR SHALL

ENGAGE AND RETAIN A QUALIFIED TESTING AGENCY AND SPECIAL

INSPECTOR TO PERFORM TESTS, LABORATORY TESTING AND

INSPECTIONS, AND SPECIAL INSPECTIONS. CONTRACTOR IS

RESPONSIBLE FOR ALL SPECIAL INSPECTOR AND TESTING AGENCY

COSTS/FEES. SPECIAL INSPECTIONS INCLUDE:

1. DETERMINE PRIOR TO PLACEMENT OF FILL THAT SITE HAS BEEN

PREPARED IN COMPLIANCE WITH REQUIREMENTS.

2. DETERMINE THAT FILL MATERIAL CLASSIFICATION AND MAXIMUM

LIFT THICKNESS COMPLY WITH REQUIREMENTS.

3. DETERMINE, DURING PLACEMENT AND COMPACTION, THAT

IN-PLACE DENSITY OF COMPACTED FILL COMPLIES WITH

REQUIREMENTS.

4. DETERMINE PREPARED SUBGRADES COMPLY WITH REQUIREMENTS.

B. ALLOW TESTING AGENCY / SPECIAL INSPECTOR TO INSPECT AND

TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED

WITH SUBSEQUENT EARTH MOVING ONLY AFTER TEST RESULTS FOR

PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS.

C. FOUNDATION SUBGRADE: AT FOUNDATION SUBGRADES, AT LEAST

ONE TEST OF EACH SOIL STRATUM WILL BE PERFORMED TO VERIFY

DESIGN BEARING CAPACITIES.

D. TESTING AGENCY / SPECIAL INSPECTOR WILL TEST COMPACTION OF

SOILS IN PLACE ACCORDING TO ASTM D 1556, ASTM D 2167, ASTM D

2937, AND ASTM D 6938, AS APPLICABLE. TESTS WILL BE PERFORMED

AT THE FOLLOWING LOCATIONS AND FREQUENCIES:

1. MEMORIAL FOUNDATION AREAS: AT SUBGRADE AND AT EACH

COMPACTED FILL AND BACKFILL LAYER, AT LEAST ONE TEST FOR

EVERY 2000 SQ FT OR LESS MEMORIAL FOUNDATION BUT IN NO

CASE FEWER THAN THREE TESTS.

3. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL

BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY 150 FEET OR LESS

OF TRENCH LENGTH BUT NO FEWER THAN TWO TESTS.

E. WHEN TESTING AGENCY / SPECIAL INSPECTOR REPORTS THAT

SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF

COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR

REMOVE AND REPLACE SOIL MATERIALS TO DEPTH REQUIRED;

RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS

OBTAINED.

3.16 PROTECTION

A. PROTECTING GRADED AREAS: PROTECT NEWLY GRADED AREAS

FROM TRAFFIC, FREEZING, AND EROSION. KEEP FREE OF TRASH AND

DEBRIS.

B. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE

COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED,

RUTTED, SETTLED, OR WHERE THEY LOSE COMPACTION DUE TO

SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER

CONDITIONS.

1. SCARIFY OR REMOVE AND REPLACE SOIL MATERIAL TO DEPTH AS

DIRECTED BY SPECIAL INSPECTOR; RESHAPE AND RECOMPACT.

C. WHERE SETTLING OCCURS BEFORE PROJECT CORRECTION PERIOD

ELAPSES, REMOVE FINISHED SURFACING, BACKFILL WITH ADDITIONAL

SOIL MATERIAL, COMPACT, AND RECONSTRUCT SURFACING.

1. RESTORE APPEARANCE, QUALITY, AND CONDITION OF FINISHED

SURFACING TO MATCH ADJACENT WORK, AND ELIMINATE

EVIDENCE OF RESTORATION TO GREATEST EXTENT POSSIBLE.

3.17 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIALS,

INCLUDING UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND

LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY AT NO

ADDITIONAL COST TO THE PPFFA.

CIVIL SPECIFICATIONS - EARTH MOVING

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NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

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CIVIL SPECIFICATIONS

C-004

SECTION 321313 - CONCRETE WALKS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL

AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS,

APPLY TO THIS SECTION.

1.2 SUMMARY

A. SECTION INCLUDES ONLY CONCRETE WALKS. CONCRETE WALKS MAY BE

REFERRED TO AS CONCRETE PAVING WITHIN THIS SPECIFICATION SECTION.

1.3 DEFINITIONS

A. CEMENTITIOUS MATERIALS: PORTLAND CEMENT ALONE OR IN COMBINATION

WITH ONE OR MORE OF BLENDED HYDRAULIC CEMENT, FLY ASH, SLAG CEMENT,

AND OTHER POZZOLANS.

B. W/C RATIO: THE RATIO BY WEIGHT OF WATER TO CEMENTITIOUS MATERIALS.

1.4 ACTION SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

B. FOR EACH TYPE OF PRODUCT, INGREDIENT, OR ADMIXTURE REQUIRING COLOR

SELECTION.

C. DESIGN MIXTURES: FOR EACH CONCRETE PAVING MIXTURE.

1.5 INFORMATIONAL SUBMITTALS

A. QUALIFICATION DATA: FOR TESTING AGENCY.

B. MATERIAL CERTIFICATES: FOR THE FOLLOWING, FROM MANUFACTURER:

1. CEMENTITIOUS MATERIALS.

2. STEEL REINFORCEMENT AND REINFORCEMENT ACCESSORIES.

3. ADMIXTURES.

4. CURING COMPOUNDS.

5. JOINT FILLERS.

C. MATERIAL TEST REPORTS: FOR EACH OF THE FOLLOWING:

1. AGGREGATES.

D. FIELD QUALITY-CONTROL REPORTS.

1.6 QUALITY ASSURANCE

A. READY-MIX-CONCRETE MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN

MANUFACTURING READY-MIXED CONCRETE PRODUCTS AND THAT COMPLIES

WITH ASTM C 94 REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT.

1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S "CERTIFICATION OF

READY MIXED CONCRETE PRODUCTION FACILITIES" (QUALITY CONTROL

MANUAL - SECTION 3, "PLANT CERTIFICATION CHECKLIST").

B. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO ASTM C 1077 AND

ASTM E 329 FOR TESTING INDICATED.

1. PERSONNEL CONDUCTING FIELD TESTS SHALL BE QUALIFIED AS ACI CONCRETE

FIELD TESTING TECHNICIAN, GRADE 1, ACCORDING TO ACI CP-1 OR AN

EQUIVALENT CERTIFICATION PROGRAM.

1.7 PRECONSTRUCTION TESTING

A. PRECONSTRUCTION TESTING SERVICE: ENGAGE A QUALIFIED INDEPENDENT

TESTING AGENCY TO PERFORM PRECONSTRUCTION TESTING ON CONCRETE

PAVING MIXTURES.

1.8 FIELD CONDITIONS

A. TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC

AS REQUIRED FOR…

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