RFQ27007024 Drawings.pdf

PDF 12 MB Posted Sep 23, 2026

Attached to: CCRI Newport Campus RIPTA Bus Shelter Pad and Site Improvements
Solicitation number: RFQ27007024
Issued by: Providence County, Rhode Island

About this file

Written by GovTribe AI · Sep 25, 2026

Summary

This is a set of construction drawings and specifications for the Community College of Rhode Island (CCRI) Newport Campus RIPTA Bus Shelter Pad and Site Improvements project located at 1 John H. Chafee Boulevard, Newport, Rhode Island 02840. The project encompasses multiple site components including drainage modifications for both public and staff parking lots, a new RIPTA bus shelter with associated pad construction, exterior wall repairs and demolition work, concrete paving for walkways, and landscape grading. The drawings, prepared by Aharonian & Associates, Inc. (Architects) and Level Design Group (Civil Engineering and Land Surveying), are dated July 14, 2026, and include site and first floor plans, drainage modification plans with detailed specifications for utility trenches, catch basins, and HDPE piping, bus stop construction details, and comprehensive construction notes addressing site clearing, erosion control, utility coordination, and ADA accessibility requirements throughout construction activities.

The specifications section contains detailed requirements across multiple trade disciplines including demolition, site clearing, earth moving, erosion and sedimentation control, concrete paving, and landscape grading. Key construction requirements include maintaining handicapped accessible access to building entrances throughout construction, protecting existing trees unless otherwise designated, coordinating with DIG-SAFE Rhode Island at least 72 hours prior to excavation, and compliance with RIDOT specifications for materials and construction standards. The concrete paving specifications require 5,000 PSI compressive strength with specific aggregate quality standards, air entrainment of 6.5 percent plus or minus 1.5 percent, and detailed finishing requirements including broom finish applications. Topsoil requirements specify ASTM D5268 compliant material with pH ranging from 5.5 to 7.5 and organic matter content between 4 and 25 percent, with a minimum compacted thickness of 6 inches. The project site is not located within a special flood hazard zone and is zoned Commercial Industrial (CI) with public water service available and no sewer requirements.

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Other files

File	Type	Posted
RFQ27007024 scope of work.pdf	PDF	Sep 23, 2026
RFQ27007024 Project Manual.pdf	PDF	Sep 23, 2026
RFQ27007024_Oct_26_26_solicitation_doc.pdf	PDF	Sep 23, 2026
RFQ27007024_Sep_25_26_solicitation_doc.pdf	PDF	Sep 23, 2026
Q&A Center Items - RFQ27007030 - Addendum # 1.pdf	PDF	Sep 23, 2026
RFQ27007024_Oct_27_26_solicitation_doc.pdf	PDF	Sep 23, 2026

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SITE & 1ST FLOOR PLANS AND NOTES

A1.1 1ST FLOOR SOUTH EXTERIOR WALL PLANS & ELEVATIONS

A1.0

DWG NO DESCRIPTION

Suite 100 Smithfield, Rhode Island

02917

T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

310 George Washington Highway

PROJECT DESIGN BY:

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

OWNER�

CCRI NEWPORT CAMPUS

BUS SHELTER & SITE IMPROVEMENTS

1 J O H N H. C H A F E E B L V D

N E W P O R T , 0 2 8 4 0 R H O D E I S L A N D N E W P O R T C O U N T Y

A U G U S T 1 4 , 2 0 2 6

F O R C O N S T R U C T I O N

NOT USED1 / 9

2 / 9

DRAINAGE MODIFICATION PLAN - PUBLIC PARKING LOT PLAN4 / 9

5 / 9

SPECIFICATIONS6 / 9

7 / 9 8 / 9

NOT USED

DRAINAGE MODIFICATION PLAN - DETAILS

SPECIFICATIONS

CONSULTANTS�

LEVEL DESIGN GROUP

CIVIL ENGINEERING

249 SOUTH STREET UNIT 1

PLAINVILLE, MA 02762

TEL� �508� 695-2221

A2.1 EXTERIOR WALL REPAIRS DEMO & CONSTRUCTION DETAILS

A3.1 BUS STOP PLAN, SECTIONS AND DETAILS

9 / 9 SPECIFICATIONS

DRAINAGE MODIFICATION PLAN - STAFF PARKING LOT PLAN3 / 9

18" NYLOPLAST DRAIN BASIN

WITH DOME GRATE 1899CGD

(OR APPROVED EQUAL)

RIM 43.60

INV. 41.60

(WITH INLET PROTECTION

UNTIL STABILIZED)

PROP. 12" HDPE (OR APPROVED EQUAL)

CORE EXISTING DCB PROVIDE

KOR-SEAL BOOT OR

APPROVED EQUAL CONNECTION

INV. IN 40.54

12" HDPE

(OR APPROVED EQUAL)

L=57.0' S=0.005

SEWER LINE

LOCATION UNKNOWN

CONNECT EXISTING YARD DRAIN

TO DRAINAGE SYSTEM

INVERT 41.70

18" NYLOPLAST DRAIN BASIN

WITH COVER 1899CGC

(OR APPROVED EQUAL)

RIM 46.00

INV. 41.53

INV.OUT 41.48 18" NYLOPLAST DRAIN BASIN

WITH COVER 1899 CGC

(OR APPROVED EQUAL)

RIM 45.69

INV. IN 41.37

INV.OUT 41.32

18" NYLOPLAST DRAIN BASIN

WITH DOME GRATE 1899CGD

(OR APPROVED EQUAL)

RIM 43.75

INV. IN (ROOF DRAIN) 41.20

INV. IN (10" HDPE) 40.88

INV. OUT 40.83

(WITH INLET PROTECTION

UNTIL STABILIZED)

18" NYLOPLAST DRAIN BASIN

WITH COVER 1899CGC

(OR APPROVED EQUAL)

RIM 45.69

INV. IN 41.17

INV.OUT 41.12

18" NYLOPLAST DRAIN BASIN

WITH COVER 1899 CGC

(OR APPROVED EQUAL)

RIM 45.89

INV. IN 41.06

INV.OUT 41.01

10" HDPE

(OR APPROVED EQUAL)

L=24.5' S=0.005

8" HDPE

(OR APPROVED EQUAL)

L=11.2' S=0.005

8" HDPE

(OR APPROVED EQUAL)

L=28.4' S=0.005

8" HDPE

(OR APPROVED EQUAL)

L=19.7' S=0.005

8" HDPE

(OR APPROVED EQUAL)

L=16.1' S=0.005

PROPOSED UTILITY TRENCH

EXTENT (SEE DETAIL)

CONNECT EXISTING 6" ROOF

DRAIN LEADERS TO DRAINAGE SYSTEM

INVERTS AS SHOWN

R/R

RD INV. 41.75 RD INV. 41.60

CORE

INV. 42.00

CLEAN & JET EXISTING DRAINLINE

SAWCUT CONC. SW

TO EXPANSION JOINT

REPLACE IN KIND

OR PER DETAIL

SAWCUT CONC. SW

TO EXPANSION JOINT

REPLACE IN KIND

OR PER DETAIL

REPLACE DETECTABLE

WARNING STRIP

(SEE DETAIL FOR

ORIENTATION)

RIPTA BUS SHELTER

44.50

44.70

45.2

45.5

45.6

44.8

44.65

45.6 45.7

44.92

44.25

45.5 45.4

45.5

45.4 45.5 45.55 45.4

45.5

45.5 45.5

45.21

45.27 45.22

45.16

44.69 44.77

44.78

44.70SAWCUT CONC. SW

TO EXPANSION JOINT

REPLACE IN KIND

OR PER DETAIL

44.90

44.80

44.50

44.80

44.79

4' X 4' LEVEL AREA

GRADE SHALL NOT

EXCEED 0.02 FT/FT

EXISTING SMH

RIM 44.09

INV. IN (BUILDING) 37.14

INV. IN (UNKNOWN) 37.79

INV. OUT 37.50

EXISTING DCB

RIM 43.49

INV. IN (TRENCH) 41.54

INV. OUT 38.04

PROJECT BENCHMARK

DH TOP VCC

ELEV=44.74'PROJECT BENCHMARK

DH TOP VCC

ELEV=45.01'

POTENTIAL EXISTING ELECTRICAL

LINE BETWEEN LIGHT POLES TO

REMAIN UNDISTURBED. CONTRACTOR

SHALL VERIFY LOCATION AND USE

HAND EXCAVATION

CONNECT EXISTING 6" ROOF

DRAIN LEADERS TO DRAINAGE SYSTEM

EXISTING ROOF DRAIN

TO TIE INTO

PROPOSED DRAINAGE

STRUCTURES

CONNECT EXISTING

6" ROOF DRAIN LEADERS

TO DRAINAGE SYSTEM

EXISTING DCB

RIM 43.42

INV. OUT 39.92

BOTTOM DRAW

INV. 43.50

BOTTOM DRAW

INV. 43.50

SAWCUT CONC. SW

TO EXPANSION JOINT

REPLACE IN KIND

OR PER DETAIL

PROPOSED UTILITY TRENCH

EXTENT (SEE DETAIL)

R/R ONE CURB SECTION

EITHER SIDE OF TRENCH

LOCUS MAP

not to scale

DIMENSIONAL REGULATIONS:

CURRENT ZONING: COMMERCIAL INDUSTRIAL - CI

PUBLIC WATER, NO SEWER

REQUIRED

MINIMUM LOT AREA: 10,000 S.F.

MINIMUM FRONTAGE AND LOT WIDTH: 100'

FRONT YARD: 25'

SIDE YARD: 20'

REAR YARD: 20'

MAXIMUM BUILDING HEIGHT: 60'

MAXIMUM BUILDING COVERAGE: 50%

PROPERTY OWNER / APPLICANT

BOARD OF GOVENORS FOR HIGHER EDUCATION

JOHN H. CHAFEE BOULEVARD

NEWPORT, RI 02840

DEED REFERENCE

DEED BOOK 1714 PAGE 259

PLAN REFERENCES

PLAT CARD 95684

LEGEND NOTES:

1. THIS SURVEY AND PLAN ARE BASED ON AN ACTUAL ON THE GROUND INSTRUMENT SURVEY

PERFORMED ON MARCH OF 2026.

2. LEGAL STATUS OF THE STREETS AND/OR WAYS SHOWN HEREON, WHETHER THEY ARE PUBLIC OR

PRIVATE, WERE NOT MADE PART OF THIS SURVEY.

3. THE LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY, AND ARE NOT WARRANTED

TO BE CORRECT. UNDERGROUND UTILITIES ARE SHOWN BASED ON EITHER RECORD DATA

PROVIDED BY THE OPERATING AUTHORITIES, VISUAL INSPECTION OF AVAILABLE ABOVEGROUND

STRUCTURES, PHYSICAL SURFACE MARKINGS FOUND, OR DATA PROVIDED BY OTHERS.

ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT INDICATED ON THESE PLANS. ALL EXISTING UTILITIES SHALL BE VERIFIED FOR SERVICE, SIZE, INVERT ELEVATION, LOCATIONS, ETC. PRIOR

TO NEW CONNECTIONS TO OR RELOCATION OF SAME. CONTRACTOR MUST NOTIFY DIG-SAFE AT

1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION. NOTIFY THIS FIRM IN

WRITING OF ANY AND ALL DISCREPANCIES PRIOR TO COMMENCING ANY WORK.

4. THE SUBJECT PROPERTY DOES NOT FALL IN A SPECIAL FLOOD HAZARD ZONE AS THE SUBJECT

PROPERTY IS PLOTTED BY SCALE ONTO THE FLOOD INSURANCE RATE MAP FOUND AS:

COUNTY NEWPORT COUNTY

COMMUNITY NEWPORT

PANEL 44005C0089J

EFFECTIVE DATE SEPTEMBER 4, 2013

ZONE "X"

5. HORIZONTAL DATUM:

RHODE ISLAND STATE PLANE - MAINLAND ZONE NAD83 (2011) EPOCH 2010.00 - US FEET

6. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (GEOID 12B) - US FEET

7. THERE ARE NO KNOWN CEMETERIES ON OR ADJACENT TO THE PARCEL

8. THERE ARE NO KNOWN SOIL CONTAMINANTS PRESENT ON THE PARCEL

PREPARED BY:

SHEET NO.:PREPARED FOR:

TITLE:PROJECT: DATE:

Graphic Scale

1 inch = 10 feet 10 20

249 SOUTH STREET, UNIT 1, PLAINVILLE, MA 02762

Tel. 508 - 695-2221 website: www.leveldg.com

CIVIL ENGINEERING & LAND SURVEYING

AHARONIAN & ASSOCIATES, INC.

310 GEORGE WASHINGTON HIGHWAY, SUITE 100

SMITHFIELD, RI 02917

DRAINAGE MODIFICATION PLAN

4 JOHN H CHAFFEE BOULEVARD

NEWPORT, RHODE ISLAND

CCRI LISTON CAMPUS

PARCEL ID 02-004

NEWPORT, RHODE ISLAND

(NEWPORT COUNTY)

JULY 14, 2026

BYDESCRIPTIONDATENO.

PROJECT NO.:

2464.00

CONSTRUCTION NOTES:

1. EXISTING POTENTIAL ROOF DRAIN HEADERS UNDERGROUND WITHIN THE AREA OF

CONSTRUCTION, NO PLAN LOCATED WITH THE MUNICIPALITY.

2. EXISTING POTENTIAL WATER LINE UNDERGROUND WITHIN THE AREA OF CONSTRUCTION, NO PLAN

LOCATED WITH THE MUNICIPALITY.

3. PARKING LOT TO BE RESTRIPED IN KIND WITH EXISTING LINE STRIPING LAYOUT.

4. MAINTAIN HDCP ACCESS TO THE FRONT DOOR THROUGHOUT CONSTRUCTION TO PROVIDE

MEANINGFUL ACCESS FOR THE DURATION OF CONSTRUCTION ACTIVITIES.

5. CONCRETE PAD/ WALKWAY SHALL BE REMOVED UP UNTIL THE EXPANSION JOINTS.

6. GRASS & LOAM AT BUILDING FACE TO BE 2-3" BELOW INTERNAL BUILDING FINISHED FLOOR

ELEVATION POST CONSTRUCTION.

7. TREES UNLESS OTHERWISE SHOWN, SHALL BE PROTECTED DURING THE PERIOD OF

CONSTRUCTION AND IF REMOVED, BE REPLACED IN KIND.

8. AT CLOSE OF BUSINESS DAILY:

A. ENSURE THE TRENCH IS COVERED AND PROTECTED TO ENSURE THE SAFETY OF THE PUBLIC

AND ACCESS.

B. CLEAN UP ANY DEBRIS OR DUST CREATED DURING CONSTRUCTION ACTIVITIES DURING THE

WORKING DAY AND CLOSE OF BUSINESS FOR THE DAY.

C. ENSURE ADEQUATE HANDICAPPED ACCESSIBLE ACCESS AROUND AND OVER THE TRENCH TO

ALLOW SAFE ACCESS INTO THE FRONT DOOR OF THE BUILDING.

D. ENSURE ADEQUATE LIGHTING/ELEC IS PROVIDED THROUGHOUT THE AREA OF CONSTRUCTION

TO ALLOW SAFE INGRESS & EGRESS.

9. SEE SHEET 4 OF 9 FOR OVERALL PROJECT SCOPE WITHIN PARKING LOT.

OPERATION & MAINTENANCE NOTES:

1. THE GRASS SWALES SHALL BE MOWED REGULARLY AND BARE SPOTS SHALL BE RESEEDED AS

NEEDED.

2. SEDIMENT BUILD UP WITHIN THE SWALES AND DRAINS SHALL BE REMOVED AND LEGALLY

DISPOSED OF MINIMALLY SPRING, SUMMER & FALL.

3. NO SNOW STORAGE SHALL BE ALLOWED WITHIN THE GRASS SWALES.

ASSESSORS PLAT

BITUMINOUS

CHORD ANGLE

CHAINLINK FENCE

CLEAN OUT

CONCRETE

CONCRETE RETAINING WALL

DRAIN CATCH BASIN

DRAIN MANHOLE

DECIDUOUS TREE

UNDERGROUND ELECTRIC LINE

EDGE OF CONCRETE

EDGE OF PAVEMENT

FINISHED FLOOR ELEVATION

FLAGPOLE

UNDERGROUND GAS LINE

GRANITE BOUND

GAS VALVE

HIGH-DENSITY POLYETHYLENE

INVERT

IRON ROD

CURVE LENGTH

LINEAR FEET

LIGHTPOLE

MANHOLE

NOW OR FORMERLY

POINT OF CURVATURE

PAINT MARKED LINE

POINT OF TANGENCY

CURVE RADIUS

REBAR FOUND

ROOF DRAIN

REMOVE & REPLACE

SIGN

SQUARE FEET

SLOPE

STONE RETAINING WALL

SIDEWALK

UTILITY POLE

VERTICAL CONCRETE CURB

VERTICAL GRANITE CURB

WATER VALVE

BIT.

CLF

CONC.

CRW

DCB

DMH

-E-

EOC

EOP

FFE

-G-

GBND

HDPE

INV.

LPL

N/F

PML

RBF

R/R S S.F.

SRW

UPL

VCC

VGC

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RIM=44.27

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EXISTING 2.5 STORY BUILDING #4

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FFE=

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BRICK PILLARS

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BENCH

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BENCH

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RIM=43.42

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DCB

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RIM=43.49

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RIM=40.71

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BIKE

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RACK

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RI STATE PLANE COORD. SYSTEM

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NAD 83 - 2011

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WORKING DAYS NOTICE

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PROTECT YOURSELF, GIVE TWO

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1-888-DIG-SAFE

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SITE

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DRWN BY:

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APRVD BY:

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CHK'D BY:

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ZMK

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DRC

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REVISIONS:

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WHIPPLE STREET

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PERRY ST.

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MAPLE

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AVE.

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HILLSIDE AVE.

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GIRARD AVE.

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CODD

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INGT

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HWY.

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JOHN H. CHAFEE BLVD.

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JT CONNELL HWY.

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RANGER RD.

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CODDINGTON

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COVE

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X X

PARKING LOT TO BE RESTRIPED IN KIND

WITH EXISTING LAYOUT

PROPOSED RIPTA

BUS SHELTER

PAVEMENT CRACK SEALING TO BE

DONE IN ACCORDANCE WITH THE

CRACK SEALING SPECIFICATIONS

PROVIDED.

44.50

44.70

45.2

45.6

44.8

44.65

45.6 45.7

44.92

45.21

45.27 45.22

45.16

44.69 44.77

44.78

44.70

44.90

44.80

44.50

44.80

44.79

PROJECT BENCHMARK

DH TOP VCC

ELEV=44.74'

PROJECT BENCHMARK

DH TOP VCC

ELEV=45.01'

PREPARED BY:

SHEET NO.:PREPARED FOR:

TITLE:PROJECT: DATE:

Graphic Scale 1 inch = 40 feet 40 80

249 SOUTH STREET, UNIT 1, PLAINVILLE, MA 02762

Tel. 508 - 695-2221 website: www.leveldg.com

CIVIL ENGINEERING & LAND SURVEYING

AHARONIAN & ASSOCIATES, INC.

310 GEORGE WASHINGTON HIGHWAY, SUITE 100

SMITHFIELD, RI 02917

DRAINAGE MODIFICATION PLAN

4 JOHN H CHAFFEE BOULEVARD

NEWPORT, RHODE ISLAND

CCRI LISTON CAMPUS

PARCEL ID 02-004

NEWPORT, RHODE ISLAND

(NEWPORT COUNTY)

JULY 14, 2026

BYDESCRIPTIONDATENO.

PROJECT NO.:

2464.00

LOCUS MAP

not to scale

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GIRARD AVENUE EXTENSION

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(PUBLIC - 50' WIDE)

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JOHN H CHAFFEE BOULEVARD

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(PUBLIC - 70' WIDE)

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CONC.

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CONC.

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DRWN BY:

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APRVD BY:

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CHK'D BY:

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ZMK

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DRC

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REVISIONS:

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DRC

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WHIPPLE STREET

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PERRY ST.

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MAPLE

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AVE.

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HILLSIDE AVE.

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GIRARD AVE.

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CODD

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INGT

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HWY.

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JOHN H. CHAFEE BLVD.

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JT CONNELL HWY.

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RANGER RD.

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CODDINGTON

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COVE

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RI STATE PLANE COORD. SYSTEM

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NAD 83 - 2011

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WORKING DAYS NOTICE

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PROTECT YOURSELF, GIVE TWO

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1-888-DIG-SAFE

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SITE

PREPARED BY:

SHEET NO.:PREPARED FOR:

TITLE:PROJECT: DATE:

Graphic Scale

1 inch = 10 feet 10 20

249 SOUTH STREET, UNIT 1, PLAINVILLE, MA 02762

Tel. 508 - 695-2221 website: www.leveldg.com

CIVIL ENGINEERING & LAND SURVEYING

AHARONIAN & ASSOCIATES, INC.

310 GEORGE WASHINGTON HIGHWAY, SUITE 100

SMITHFIELD, RI 02917

DRAINAGE MODIFICATION PLAN

4 JOHN H CHAFFEE BOULEVARD

NEWPORT, RHODE ISLAND

CCRI LISTON CAMPUS

PARCEL ID 02-004

NEWPORT, RHODE ISLAND

(NEWPORT COUNTY)

JULY 14, 2026

BYDESCRIPTIONDATENO.

PROJECT NO.:

2464.00

REV E7001-110-191DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

04-03-06DATE

EBCDRAWN BY

03-14-16

NMH

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)4" MIN

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X

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

WITH THE EXCEPTION OF THE BRONZE GRATE.

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

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.

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

SEE DRAWING NO. 7001-110-065

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

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

N-12 HP, & PVC SEWER.

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

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

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

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

4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

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

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

DOME FRAME & GRATE 1899CGD

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO PLANS

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO PLANS

H-20 LOADING INTEGRATED

FRAME & SOLID COVER 1899CGC

CONCRETE SIDEWALK

VARIES

VARIES SEE PLANS

SEE PLANS

1.5 - 2

UNDISTURBED SUBSOIL

OR COMPACTED FILL

VARIES

NOT TO SCALE

GRASS SWALE

4 " DEPTH COMPACTED

CRUSHED STONE

4" DEPTH LOAM

AND SEED

FINISH GRADE

STRIP TOPSOIL BEFORE

PLACING AND STONE

CONSTRUCTION IN AREAS TO BE PAVEDCONSTRUCTION IN AREAS TO BE PLANTED

OR UNIMPROVED AREAS

PAVEMENT

COMPACTED DENSE GRADED CRUSHED STONE

LANDSCAPE SURFACE RESTORATION

TOPSOIL

LAY BACK SIDE SLOPES OR

PROVIDE STRUCTURAL

SUPPORT FOR TRENCH WALLS

PER OSHA REQUIREMENTS

FOUNDATION STABILIZATION WHEN

REQUIRED BY ENGINEER OTHERWISE

PLACE BEDDING ON UNDISTURBED

NATURAL SOILSHAPE BEDDING BY HAND TO FIT BOTTOM OF

PIPE, INSTALL PIPE ON STABLE BEDDING WITH

UNIFORM BEARING UNDER FULL LENGTH OF

PIPE BARREL

NOTES:

[1] PLACE 3/4" MINUS CRUSHED STONE BACKFILL AT OPTIMUM MOISTURE IN

HORIZONTAL 8" DEEP LOOSE LAYERS, COMPACT TO 95% PER ASTM D-1557

[2] MINIMUM WIDTH OF TRENCH MEASURED AT SPRINGLINE OF PIPE, INCLUDING

ANY NECESSARY SHEATHING

[3] INSTALL PIPE IN CENTER OF TRENCH.

[4] IN PLANTED OR UNIMPROVED AREAS, USE ON-SITE EXCAVATED MATERIAL FOR

FINAL BACKFILL. COMPACT TO 95% PER ASTM D-1557. IN PAVED AREAS,

OBTAIN ENGINEER APPROVAL OF ON-SITE EXCAVATED MATERIALS FOR USE

AS FINAL BACKFILL

[5] MINIMUM COVER OVER TOP OF PIPE

[6] FOR FOUNDATION STABILIZATION, USE 1 1

2 " MINUS CRUSHED STONE

SPRINGLINE

PIPE ZONE

E C

O V E R

BEDDING

UTILITY TRENCH

NOT TO SCALE

DOWNSPOUT

NOT TO SCALE

DOWNSPOUT CONNECTION WITH OVERFLOW

FILL WITH GROUT

SLOPE (VARIES SEE EL. ON PLAN)

V A R

FINISHED GRADE

12" MIN

OVERFLOW

DETECTABLE WARNING STRIP

DOME SPACING DOME SECTION

SECTION

WHEEL CHAIR RAMP NOT TO SCALE

BITUMINOUS CONCRETE PAVEMENT

UTILITY PATCH

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DRWN BY:

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APRVD BY:

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CHK'D BY:

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ZMK

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DRC

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REVISIONS:

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DRC

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4000 PSI AIR-ENT.

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PREMOLDED JOINT

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FABRIC

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FILLER

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E.J. @ 30' O.C. MAX.

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1/8" RADIUS (TYP.)

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IN OPEN PVM'T. AREAS

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OR ABUTTING CONC. SLAB

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FACE OF BLDG., RET. WALL, COLUMN

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SEALANT

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(BROOM FINISH)

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AGGREGATE BASE

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OR COMPACTED

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UNDISTURBED

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SUBGRADE

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COMPACTED

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MAXIMUM CROSS SLOPE = 2%

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%%UEXPANSION JOINT%%U

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PROVIDE EXPANSION JOINT AT FACE OF

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MAXIMUM GRADIENT = 5%

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CONCRETE

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PROVIDE VERTICAL GRANITE OR PRECAST

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CONCRETE CURBING PER SHEET C3.

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ABUTTING SLABS AND STRUCTURES.

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MIN.

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1/8" RADIUS (TYP.)

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%%USCORE JOINT

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NOT TO SCALE

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FINISH GRADE

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MIN.

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AutoCAD SHX Text #5 @ 12" E.W.

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(BROOM FINISH)

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CONCRETE

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ENTRAINED

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4000 PSI AIR

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PIPE I.D.

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LESS THAN 21"

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21" TO 42"

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GREATER THAN 42"

AutoCAD SHX Text O.D. + 12"

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WIDTH

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AutoCAD SHX Text O.D. + 30"

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DRAIN

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HDP, PVC

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WATER

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SEWER

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PIPE MATERIAL

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RC, DI

AutoCAD SHX Text 1' - 6"

AutoCAD SHX Text 4' - 0"

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AutoCAD SHX Text [6]

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RC, DI

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HDP, PVC

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PIPE MATERIAL

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FOUNDATION

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HAUNCHING

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INITIAL BACKFILL

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FINAL BACKFILL

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STABILIZATION

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FOUNDATION, BEDDING AND BACKFILL MATERIALS

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BEDDING

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PIPE COVER

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MIN.

AutoCAD SHX Text 1'0"±2"

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FINAL BACKFILL

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INITIAL BACKFILL

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HAUNCHING

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MIN. PIPE COVER

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SEE NOTE 2

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NOTE [6]

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NOT TO SCALE

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0.65" MIN.

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1.6" MIN. TO 2.4" MAX

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COMPACTED AGGREGATE BASE SHALL

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DENSE GRADED CRUSHED STONE

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AutoCAD SHX Text 6'-0"

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VARIABLE TO 8 FT.

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GUTTER LINE

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1/2" MAX.

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ROADWAY

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SIDEWALK SURFACE

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GRAVEL BASE

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2%%% CROSS SLOPE MAX.

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3'-0" MIN.

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AutoCAD SHX Text 10:1

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1:12 MAX

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FACE OF CURB

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CURB TRANSITION

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NOT TO SCALE

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1:48 MAX

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3'-0" MIN.

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AT TOP & BOTTOM MUST BE PERPENDICULAR TO THE DIRECTION OF THE RAMP

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UNDISTURBED

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EXISTING PAVEMENT

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PAYMENT LIMIT

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TRENCH WIDTH

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SELECT BACKFILL

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SAW CUT

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UNDISTURBED

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EXISTING PAVEMENT

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SAW CUT

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CLASS 19 HMA

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(RIDOT SPEC. 205.04.1)

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2" BITUMINOUS CONCRETE

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CLASS 12.5 HMA

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8" BITUMINOUS CONCRETE

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EXCAVATION PAYMENT LINE

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PER R.I.D.O.T. SPEC. 205.04.1

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12" GRAVEL BORROW SUBBASE

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(RIDOT SPEC. M.01.09)

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EXTENDED TO ALL AREAS EXCAVATED OUTSIDE THE PAYMENT

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LIMIT LINE AT NO ADDITIONAL EXPENSE TO THE OWNER.

%%UNOTE:%%U 12" GRAVEL BASE & PERMANENT PAVEMENT SHALL BE

TITLE:PROJECT: DATE:

Graphic Scale

1 inch = 10 feet 10 20

249 SOUTH STREET, UNIT 1, PLAINVILLE, MA 02762

Tel. 508 - 695-2221 website: www.leveldg.com

CIVIL ENGINEERING & LAND SURVEYING

AHARONIAN & ASSOCIATES, INC.

310 GEORGE WASHINGTON HIGHWAY, SUITE 100

SMITHFIELD, RI 02917

DRAINAGE MODIFICATION PLAN

4 JOHN H CHAFFEE BOULEVARD

NEWPORT, RHODE ISLAND

CCRI LISTON CAMPUS

PARCEL ID 02-004

NEWPORT, RHODE ISLAND

(NEWPORT COUNTY)

JULY 14, 2026

BYDESCRIPTIONDATENO.

PROJECT NO.:

2464.00

SPECIFICATIONS

SECTION 024100 DEMOLITION

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. ATTENTION IS DIRECTED TO THE CONTRACT AND GENERAL CONDITIONS AND ALL SECTIONS WITHIN DIVISION 01 - GENERAL REQUIREMENTS, WHICH ARE HEREBY MADE A PART OF THIS SECTION OF THE SPECIFICATIONS.

1.2 DESCRIPTION OF WORK

A. WORK INCLUDED:

1. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS AND AS REQUIRED FOR NEW WORK. REFER TO THE

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

2. SALVAGE OF EXISTING ITEMS TO BE REUSED OR TURNED OVER TO THE FACILITY.

3. REMOVAL AND LEGAL DISPOSAL OF DEMOLISHED MATERIALS OFF SITE. EXCEPT THOSE ITEMS SPECIFICALLY

DESIGNATED TO BE RELOCATED, REUSED, OR TURNED OVER TO THE FACILITY, ALL EXISTING REMOVED MATERIALS, ITEMS, TRASH AND DEBRIS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT HER/HIS EXPENSE. SALVAGE VALUE BELONGS TO THE CONTRACTOR.

ON-SITE SALE OF MATERIALS IS NOT PERMITTED.

4. MAINTENANCE, WATERING AND CARE OF TREES DESIGNATED TO REMAIN BY A CERTIFIED ARBORIST DURING THE

CONSTRUCTION PERIOD.

5. DEMOLITION AND REMOVAL WORK SHALL PROPERLY PREPARE FOR ALTERATION WORK AND NEW CONSTRUCTION TO BE

PROVIDED UNDER THE CONTRACT.

6. SCHEDULING AND SEQUENCING OPERATIONS WITHOUT INTERRUPTING UTILITIES SERVING OCCUPIED AREAS. IF INTERRUPTION IS REQUIRED, OBTAIN WRITTEN PERMISSION FROM THE UTILITY COMPANY AND THE CCRI PROJECT MANAGER. SCHEDULE INTERRUPTION WHEN THE LEAST AMOUNT OF INCONVENIENCE WILL RESULT.

B. ALTERNATES: NOT APPLICABLE.

C. ITEMS TO BE INSTALLED ONLY: NOT APPLICABLE.

D. ITEMS TO BE FURNISHED ONLY: NOT APPLICABLE.

E. RELATED WORK: THE FOLLOWING ITEMS ARE NOT INCLUDED IN THIS SECTION AND WILL BE PERFORMED UNDER THE

DESIGNATED SECTIONS:

1. SECTION 311000 - SITE CLEARING:

A. EXCAVATING AND REMOVAL OF EXISTING PAVEMENT AND SIDEWALK, SUB-SURFACE BUILDING AND UTILITY STRUCTURES

AND LINES, APPURTENANCES, AND OTHER ELEMENTS INDICATED ON THE DRAWINGS.

1.3 DEFINITIONS

A. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE, UNLESS INDICATED

TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.

B. REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO THE USER AGENCY READY FOR REUSE, AT A LOCATION DESIGNATED BY THE USER AGENCY. PROTECT FROM WEATHER UNTIL ACCEPTED BY USER AGENCY. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND

REINSTALL THEM WHERE INDICATED. PROTECT FROM WEATHER UNTIL REINSTALLATION.

C. EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND REINSTALLED.

1.4 MATERIALS OWNERSHIP

A. HISTORIC ITEMS, RELICS, AND SIMILAR OBJECTS INCLUDING, BUT NOT LIMITED TO, CORNERSTONES AND THEIR CONTENTS, COMMEMORATIVE PLAQUES, ANTIQUES, AND OTHER ITEMS OF INTEREST OR VALUE TO CCRI THAT MAY BE ENCOUNTERED DURING SELECTIVE DEMOLITION REMAIN PROPERTY OF THE COMMONWEALTH OR USER AGENCY AS APPLICABLE. CAREFULLY REMOVE EACH ITEM OR OBJECT IN A MANNER TO PREVENT DAMAGE AND DELIVER PROMPTLY TO

A LOCATION ACCEPTABLE TO THE CCRI PROJECT MANAGER.

1.5 SUBMITTALS

A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING:

1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH EARLY AND LATE STARTING AND

FINISHING DATES FOR EACH ACTIVITY. ENSURE USER AGENCY'S ON-SITE OPERATIONS ARE UNINTERRUPTED IF

APPLICABLE.

2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE INTERRUPTED.

3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES.

4. USE OF ELEVATOR AND STAIRS.

5. LOCATIONS OF PROPOSED DUST- AND NOISE-CONTROL TEMPORARY PARTITIONS AND MEANS OF EGRESS, INCLUDING

FOR OTHER OCCUPANTS AFFECTED BY SELECTIVE DEMOLITION OPERATIONS.

6. COORDINATION OF USER AGENCY'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING BUILDING AND OF USER

AGENCY'S PARTIAL OCCUPANCY OF COMPLETED WORK.

7. MEANS OF PROTECTION FOR ITEMS TO REMAIN AND ITEMS IN PATH OF WASTE REMOVAL FROM BUILDING.

B. INVENTORY: AFTER SELECTIVE DEMOLITION IS COMPLETE, SUBMIT A LIST OF ITEMS THAT HAVE BEEN REMOVED AND

SALVAGED, AND TURNED OVER TO THE USER AGENCY.

C. PREDEMOLITION VIDEOTAPES: SHOW EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS, INCLUDING FINISH SURFACES, THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SELECTIVE DEMOLITION

OPERATIONS. COMPLY WITH DIVISION 01. SUBMIT BEFORE WORK BEGINS.

D. LANDFILL RECORDS: PROVIDE TRIP TICKETS (RECEIPTS) INDICATING RECEIPT AND ACCEPTANCE OF HAZARDOUS WASTES

BY A LANDFILL FACILITY LICENSED TO ACCEPT HAZARDOUS WASTES.

1. COMPLY WITH SUBMITTAL REQUIREMENTS IN SECTION 017418 - DEMOLITION WASTE MANAGEMENT AND DISPOSAL

1.6 QUALITY ASSURANCE

A. EXAMINATION OF EXISTING CONDITIONS: THE CONTRACTOR SHALL EXAMINE THE CONTRACT DRAWINGS FOR DEMOLITION AND REMOVAL REQUIREMENTS AND PROVISIONS FOR NEW WORK. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE EXISTING CONDITIONS AS HE FINDS THEM AND SHALL INFORM HERSELF/HIMSELF OF THE CHARACTER, EXTENT AND TYPE OF DEMOLITION AND REMOVAL WORK TO BE PERFORMED. SUBMIT ANY QUESTIONS REGARDING THE EXTENT AND CHARACTER OF THE DEMOLITION AND REMOVAL WORK IN THE MANNER AND WITHIN THE TIME PERIOD ESTABLISHED FOR RECEIPT OF SUCH

QUESTIONS DURING THE BIDDING PERIOD.

B. DEMOLITION FIRM QUALIFICATIONS: AN EXPERIENCED FIRM THAT HAS SPECIALIZED IN DEMOLITION WORK SIMILAR IN

MATERIAL AND EXTENT TO THAT INDICATED FOR THIS PROJECT.

C. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

1.7WARRANTY

A. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 EXAMINATION

A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED.

B. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE

DEMOLITION REQUIRED. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND

ITEMS TO BE REMOVED AND SALVAGED.

C. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT

A WRITTEN REPORT TO DESIGNER.

D. SURVEY OF EXISTING CONDITIONS: RECORD EXISTING CONDITIONS BY USE OF PRECONSTRUCTION VIDEOTAPES.

1. BEFORE SELECTIVE DEMOLITION OR REMOVAL OF EXISTING BUILDING ELEMENTS THAT WILL BE REPRODUCED OR

DUPLICATED IN FINAL WORK, MAKE PERMANENT RECORD OF MEASUREMENTS, MATERIALS, AND CONSTRUCTION DETAILS

REQUIRED TO MAKE EXACT REPRODUCTION.

E. PERFORM SURVEY AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM SELECTIVE DEMOLITION ACTIVITIES.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. SERVICE/SYSTEM REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES

AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED.

1. ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES AND USER AGENCY.

2. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH SELECTIVE DEMOLITION PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND

THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING.

3. PRIOR TO COMMENCING CUTTING WORK IN EXISTING SURFACES, TAKE ALL PRECAUTIONARY MEASURES TO ASSURE THAT MECHANICAL AND ELECTRICAL SERVICES TO THE PARTICULAR AREA HAVE BEEN MADE INACTIVE. COORDINATE WITH FIRE PROTECTION, PLUMBING, HVAC, AND ELECTRICAL SUBCONTRACTORS. ONLY LICENSED TRADESMEN OF THAT PARTICULAR TRADE SHALL DISCONNECT AND CAP EXISTING MECHANICAL AND ELECTRICAL ITEMS THAT ARE TO BE

REMOVED, ABANDONED AND/OR RELOCATED.

4. IF, DURING THE PROCESS OF CUTTING WORK, EXISTING UTILITY LINES ARE ENCOUNTERED WHICH ARE NOT INDICATED ON THE DRAWINGS, REGARDLESS OF THEIR CONDITION, IMMEDIATELY REPORT SUCH ITEMS TO THE DESIGNER. DO NOT PROCEED WITH WORK IN SUCH AREAS UNTIL INSTRUCTIONS ARE ISSUED BY THE DESIGNER. CONTINUE WORK IN OTHER

AREAS.

3.3 PREPARATION

A. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED

FACILITIES.

1. COMPLY WITH REQUIREMENTS FOR ACCESS AND PROTECTION SPECIFIED IN SECTION 015000 - TEMPORARY FACILITIES

AND CONTROLS.

2. MAINTAIN ADEQUATE PASSAGE TO AND FROM ALL EXITS AT ALL TIMES. BEFORE ANY WORK IS DONE WHICH

SIGNIFICANTLY ALTERS ACCESS OR EGRESS PATTERNS, CONSULT WITH THE DESIGNER AND OBTAIN APPROVAL OF CODE REQUIRED EGRESS. UNDER NO CONDITION BLOCK OR INTERFERE WITH THE FREE FLOW OF PEOPLE AT LEGALLY

REQUIRED EXITS, OR IN ANY WAY ALTER THE REQUIRED CONDITION OF SUCH EXITS.

B. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND

FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA(S).

1. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE

REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY BARRICADES AS REQUIRED TO LIMIT ACCESS TO

DEMOLITION AREAS.

2. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN.

3.4 PROTECTION OF PUBLIC AND PROPERTY

A. PROVIDE ALL MEASURES REQUIRED BY FEDERAL, STATE AND MUNICIPAL LAWS, REGULATIONS, AND ORDINANCES FOR THE PROTECTION OF SURROUNDING PROPERTY, THE PUBLIC, WORKMEN, AND COMMONWEALTH'S EMPLOYEES DURING ALL DEMOLITION AND REMOVAL OPERATIONS. MEASURES ARE TO BE TAKEN, BUT NOT LIMITED TO INSTALLATION OF SIDEWALKS, SHEDS, BARRICADES, FENCES, WARNING LIGHTS AND SIGNS, TRASH CHUTES AND TEMPORARY LIGHTING.

B. PROTECT ALL WALKS, ROADS, STREETS, CURBS, PAVEMENTS, TREES AND PLANTINGS, ON AND OFF PREMISES, AND BEAR ALL COSTS FOR CORRECTING SUCH DAMAGE AS DIRECTED BY THE DESIGNER, AND TO THE SATISFACTION OF THE CCRI

PROJECT MANAGER.

C. DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER THAT WILL ENSURE THE SAFETY OF ADJACENT PROPERTY.

PROTECT ADJACENT PROPERTY FROM DAMAGE AND PROTECT PERSONS OCCUPYING ADJACENT PROPERTY FROM INJURIES WHICH MIGHT OCCUR FROM FALLING DEBRIS OR OTHER CAUSE AND SO AS NOT TO CAUSE INTERFERENCE WITH THE USE OF OTHER PORTIONS OF THE BUILDING, OF ADJACENT BUILDINGS OR THE FREE ACCESS AND SAFE PASSAGE TO AND FROM

THE SAME.

3.5 DISCOVERY OF HAZARDOUS MATERIALS

A. IF HAZARDOUS MATERIALS, SUCH AS CHEMICALS, ASBESTOS-CONTAINING MATERIALS, OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING THE COURSE OF THE WORK, CEASE WORK IN AFFECTED AREA ONLY AND IMMEDIATELY NOTIFY THE DESIGNER AND THE CCRI PROJECT MANAGER OF SUCH DISCOVERY. DO NOT PROCEED WITH WORK IN SUCH AREAS

UNTIL INSTRUCTIONS ARE ISSUED BY THE DESIGNER. CONTINUE WORK IN OTHER AREAS.

B. IF UNMARKED CONTAINERS ARE DISCOVERED DURING THE COURSE OF THE WORK, CEASE WORK IN THE AFFECTED AREA ONLY AND IMMEDIATELY NOTIFY THE DESIGNER AND THE CCRI PROJECT MANAGER OF SUCH DISCOVERY. DO NOT PROCEED WITH WORK IN SUCH AREAS UNTIL INSTRUCTIONS ARE ISSUED BY THE DESIGNER. IMMEDIATE PRECAUTIONS TO PROHIBIT

ENDANGERING THE CONTAINERS INTEGRITY. CONTINUE WORK IN OTHER AREAS.

3.6 CUTTING

A. PERFORM ALL CUTTING OF EXISTING SURFACES IN A MANNER WHICH WILL ENSURE A MINIMAL DIFFERENCE BETWEEN THE CUT AREA AND NEW MATERIALS WHEN PATCHED. USE EXTREME CARE WHEN CUTTING EXISTING SURFACES CONTAINING CONCEALED UTILITY LINES WHICH ARE INDICATED TO REMAIN AND BEAR FULL RESPONSIBILITY FOR REPAIRING OR

REPLACEMENT OF ALL SUCH UTILITIES THAT ARE ACCIDENTALLY DAMAGED.

B. PROVIDE A FLUSH SAW CUT EDGE WHERE PAVEMENT, CURB AND CONCRETE REMOVALS ABUT NEW CONSTRUCTION WORK OR

EXISTING SURFACES TO REMAIN UNDISTURBED.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. GENERAL: COMPLY WITH THE FOLLOWING.

1. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

2. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

B. BURNING: DO NOT BURN DEMOLISHED MATERIALS. IMMEDIATE PRECAUTIONS TO PROHIBIT ENDANGERING THE CONTAINERS

INTEGRITY. CONTINUE WORK IN OTHER AREAS.

SECTION 031100 SITE CLEARING

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:

B. PROTECTING EXISTING VEGETATION TO REMAIN.

C. REMOVING EXISTING VEGETATION.

D. CLEARING AND GRUBBING.

E. STRIPPING AND STOCKPILING TOPSOIL.

F. REMOVING ABOVE- AND BELOW-GRADE SITE IMPROVEMENTS.

G. DISCONNECTING, CAPPING OR SEALING, REMOVING SITE UTILITIES AND ABANDONING SITE UTILITIES IN PLACE.

RELATED REQUIREMENTS

A. SECTION 312500 "EROSION AND SEDIMENTATION CONTROL" FOR TEMPORARY EROSION- AND SEDIMENTATION-CONTROL

MEASURES.

1.3 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. ITS APPEARANCE IS GENERALLY FRIABLE, PERVIOUS, AND BLACK OR A DARKER SHADE OF BROWN, GRAY, OR RED THAN UNDERLYING SUBSOIL; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, GRAVEL, AND OTHER OBJECTS LARGER THAN 2 INCHES IN DIAMETER; AND FREE OF WEEDS, ROOTS, TOXIC

MATERIALS, OR OTHER NONSOIL MATERIALS.

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

1.4 PRE-INSTALLATION MEETINGS

A. PRE-INSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.

1.5 MATERIAL WORKMANSHIP

A. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN CCRI'S PROPERTY, CLEARED MATERIALS

SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE.

1.6 INFORMATIONAL SUBMITTALS

A. EXISTING CONDITIONS: DOCUMENTATION OF EXISTING TREES AND PLANTINGS, ADJOINING CONSTRUCTION, AND SITE

IMPROVEMENTS THAT ESTABLISHES PRE-CONSTRUCTION CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGE

CAUSED BY SITE CLEARING.

B. USE SUFFICIENTLY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS.

C. RECORD DRAWINGS: IDENTIFYING AND ACCURATELY SHOWING LOCATIONS OF CAPPED UTILITIES AND OTHER SUBSURFACE

STRUCTURAL, ELECTRICAL, AND MECHANICAL CONDITIONS.

1.7 FIELD CONDITIONS

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

FACILITIES DURING SITE-CLEARING OPERATIONS.

B. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT

PERMISSION FROM CCRI AND AUTHORITIES HAVING JURISDICTION.

C. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFICWAYS IF REQUIRED BY CCRI OR AUTHORITIES

HAVING JURISDICTION.

D. SALVAGEABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS INDICATED TO BE SALVAGED AND STORE ON CCRI'S PREMISES

WHERE DIRECTED.

E. UTILITY LOCATOR SERVICE: NOTIFY DIG SAFE RI FOR AREA WHERE PROJECT IS LOCATED BEFORE SITE CLEARING.

F. CONTRACTOR SHALL ENGAGE A QUALIFIED UTILITY LOCATING SERVICE TO PERFORM FIELD UTILITY DESIGNATIONS ON

CCRI UTILITY SERVICES IN THE WORK LIMITS AND UPDATES AS NECESSARY THROUGH THE DURATION OF CONSTRUCTION.

D. 3.3DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARY EROSION- AND SEDIMENTATION CONTROL MEASURES

ARE IN PLACE.

E. 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 31 20 00

"EARTH MOVING."

B. 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.

C. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO CCRI

3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. PROVIDE TEMPORARY EROSION- AND SEDIMENTATION-CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS, ACCORDING TO SECTION 31 25 00 "TEMPORARY EROSION AND SEDIMENTATION CONTROL", DRAWINGS AND REQUIREMENTS OF AUTHORITIES HAVING

JURISDICTION.

B. INSPECT, MAINTAIN, AND REPAIR EROSION- AND SEDIMENTATION-CONTROL MEASURES DURING CONSTRUCTION UNTIL

PERMANENT VEGETATION HAS BEEN ESTABLISHED.

C. REMOVE EROSION AND SEDIMENTATION CONTROLS, AND RESTORE AND STABILIZE AREAS DISTURBED DURING REMOVAL.

3.3 EXISTING UTILITIES

A. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR ABANDONED IN PLACE.

B. ARRANGE WITH CCRI AND UTILITY COMPANIES TO SHUT OFF INDICATED UTILITIES.

C. LOCATE, IDENTIFY, AND DISCONNECT UTILITIES INDICATED TO BE ABANDONED IN PLACE.

D. INTERRUPTING EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY CCRI OR OTHERS, UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY

UTILITY SERVICES ACCORDING TO REQUIREMENTS INDICATED:

E. NOTIFY ARCHITECT AND CCRI NOT LESS THAN TEN WORKING DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS.

F. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT CCRI'S WRITTEN PERMISSION.

G. EXCAVATE FOR AND REMOVE UNDERGROUND UTILITIES INDICATED TO BE REMOVED.

3.4 CLEARING AND GRUBBING

A. REMOVE OBSTRUCTIONS, TREES, SHRUBS, AND OTHER VEGETATION TO PERMIT INSTALLATION OF NEW CONSTRUCTION.

B. DO NOT REMOVE TREES, SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED.

C. COMPLETELY REMOVE STUMPS AND ROOTS LARGER THAN 1 INCH IN DIAMETER, OBSTRUCTIONS, AND DEBRIS TO A DEPTH OF

18 INCHES BELOW EXPOSED SUBGRADE.

D. REMOVE ALL PLANT MATERIALS AND DISPOSE OF OFF-SITE.

E. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL UNLESS

FURTHER EXCAVATION OR EARTHWORK IS INDICATED.

F. 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.

3.5 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.

C. 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.

D. TEMPORARILY 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.

E. LIMIT HEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES.

F. DISPOSE OF ALL SURPLUS TOPSOIL. SURPLUS TOPSOIL IS THAT WHICH EXCEEDS QUANTITY INDICATED TO BE STOCKPILED

OR REUSED.

3.6 SITE IMPROVEMENTS

A. REMOVE EXISTING ABOVE- AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FACILITATE NEW

CONSTRUCTION.

B. REMOVE SLABS, PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED.

C. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY SAW-CUT ALONG LINE OF EXISTING

EXPANSION JOINT TO REMAIN BEFORE REMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY.

D. PAINT CUT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN WITH TWO COATS OF ANTIRUST COATING, FOLLOWING COATING MANUFACTURER'S WRITTEN INSTRUCTIONS. KEEP PAINT OFF SURFACES THAT WILL REMAIN EXPOSED.

3.7 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 CITY OF NEWPORT'S PROPERTY.

B. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS, AND TRANSPORT THEM TO RECYCLING FACILITIES. DO NOT

INTERFERE WITH OTHER PROJECT WORK.

SECTION 031200 EARTH MOVING

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. EXCAVATING AND FILLING FOR ROUGH GRADING THE SITE.

2. PREPARING SUBGRADES FOR PAVEMENTS, AND TURF AND GRASSES.

3. EXCAVATING AND BACKFILLING TRENCHES FOR UTILITIES.

1.2 DEFINITIONS

A. BACKFILL: SOIL MATERIAL USED TO FILL AN EXCAVATION.

B. INITIAL BACKFILL: BACKFILL PLACED BESIDE AND OVER PIPE IN A TRENCH, INCLUDING HAUNCHES TO SUPPORT SIDES OF

PIPE.

C. FINAL BACKFILL: BACKFILL PLACED OVER INITIAL BACKFILL TO FILL A TRENCH.

D. BEDDING COURSE: AGGREGATE LAYER PLACED OVER THE EXCAVATED SUBGRADE IN A TRENCH BEFORE LAYING PIPE.

E. BORROW SOIL: SATISFACTORY SOIL IMPORTED FROM OFF-SITE FOR USE AS FILL OR BACKFILL.

F. EXCAVATION: REMOVAL OF MATERIAL ENCOUNTERED ABOVE SUBGRADE ELEVATIONS AND TO LINES AND DIMENSIONS

INDICATED.

G. AUTHORIZED ADDITIONAL EXCAVATION: EXCAVATION BELOW SUBGRADE ELEVATIONS OR BEYOND INDICATED LINES AND DIMENSIONS AS DIRECTED BY ENGINEER. AUTHORIZED ADDITIONAL EXCAVATION AND REPLACEMENT MATERIAL WILL BE

PAID FOR ACCORDING TO CONTRACT PROVISIONS FOR CHANGES IN THE WORK.

H. UNAUTHORIZED EXCAVATION: EXCAVATION BELOW SUBGRADE ELEVATIONS OR BEYOND INDICATED LINES AND DIMENSIONS WITHOUT DIRECTION BY ENGINEER. UNAUTHORIZED EXCAVATION, AS WELL AS REMEDIAL WORK DIRECTED BY ENGINEER, SHALL BE WITHOUT ADDITIONAL COMPENSATION.

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

J. STRUCTURES: UNDERGROUND STRUCTURES AND CURBS.

K. 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.

L. UTILITIES: ON-SITE UNDERGROUND PIPES AND CONDUITS.

1.3 INFORMATIONAL SUBMITTALS

A. MATERIAL TEST REPORTS.

B. SIEVE ANALYSIS.

C. COMPACTION TEST REPORT.

1.4 FIELD CONDITIONS

A. UTILITY LOCATOR SERVICE: NOTIFY UTILITY LOCATOR SERVICE FOR AREA WHERE PROJECT IS LOCATED BEFORE

BEGINNING EARTH-MOVING OPERATIONS.

B. DO NOT COMMENCE EARTH-MOVING OPERATIONS UNTIL PLANT-PROTECTION MEASURES AND EROSION CONTROL MEASURES

ARE IN PLACE.

1.5DRAINAGE AND DEWATERING

A. THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ADEQUATE PUMPING AND DRAINAGE FACILITIES TO KEEP EXCAVATED AREA SUFFICIENTLY DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS NOT TO ADVERSELY AFFECT CONSTRUCTION PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND OR EXCAVATION

BOTTOM.

B. THE CONTRACTOR SHALL GRADE AND DITCH THE SITE AS NECESSARY TO DIRECT SURFACE RUNOFF AWAY FROM OPEN EXCAVATIONS AND SUBGRADE SURFACES. POSITIVE DRAINAGE (MINIMUM 1.0% SLOPE) SHALL BE MAINTAINED AT ALL TIMES.

C. WATER FROM TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN SUCH MANNER AS WILL NOT CAUSE INJURY TO PUBLIC HEALTH NOR TO PUBLIC OR PRIVATE PROPERTY, NOR TO EXISTING WORK, NOR TO THE WORK COMPLETED OR IN PROGRESS, NOR TO THE SURFACE OF ROADS, WALKS, AND STREETS, NOR CAUSE ANY INTERFERENCE WITH THE USE OF THE SAME BY THE PUBLIC. THE METHOD OF DISPOSAL OF PUMP EFFLUENT SHALL NOT CAUSE EROSION OR SILTATION.

D. UNDER NO CIRCUMSTANCES PLACE FILL, OR INSTALL PIPING AND APPURTENANCES IN EXCAVATIONS CONTAINING FREE

WATER.

E. THERE SHALL BE SUFFICIENT PUMPING EQUIPMENT, IN GOOD WORKING ORDER, AVAILABLE AT ALL TIMES FOR DEWATERING.

F. WHERE, IN OPINION OF THE TESTING LABORATORY, PUMPING OF EXCAVATIONS IS NOT EFFECTIVE IN MAINTAINING A DRY FIRM SUBGRADE, OTHER DEWATERING METHODS ACCEPTABLE TO THE TESTING LABORATORY, SHALL BE EMPLOYED. THIS

MAY INCLUDE THE USE OF WELL POINTS OR DEEP WELL DEWATERING.

1.6FROST PROTECTION

A. DO NOT EXCAVATE TO SUBGRADE WHEN FREEZING TEMPERATURES MAY BE EXPECTED.

B. FROZEN MATERIAL SHALL NOT BE PLACED AS FILL OR BACKFILL.

1.7 SHORING AND SHEETING

A. PROVIDE SHORING, SHEETING AND/OR BRACING AT EXCAVATIONS, AS REQUIRED, TO PREVENT COLLAPSE OF EARTH AT SIDE

OF EXCAVATIONS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

B. REMOVE SHEETING AND SHORING AND THE LIKE, AS BACKFILLING OPERATION PROGRESS, TAKING ALL NECESSARY

PRECAUTIONS TO PREVENT COLLAPSE OF EXCAVATION SIDES.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE

FROM EXCAVATIONS.

B. SUBBASE COURSE: SHALL CONFORM TO RIDOT M02.01 DENSE GRADED CRUSHED STONE FOR SUBBASE

C. BEDDING SAND: SHALL CONFORM TO RIDOT M01.04 SAND BORROW, OR PIPE MANUFACTURER'S RECOMMENDATIONS.

D. ¾ INCH CRUSHED STONE: SHALL CONFORM TO RIDOT M2.01.2.

E. 1 ½ INCH CRUSHED STONE: SHALL CONFORM TO RIDOT M2.01.3.

2.2 BACKFILL MATERIAL

A. ON SITE MATERIAL FOR USE IN COMPACTED BACKFILL SHALL BE NATURAL, INORGANIC, GRANULAR SOIL, TAKEN FROM AREAS OF EXCAVATION AFTER STRIPPING OF TOPSOIL AND REMOVAL OF UNSUITABLE MATERIAL. ON SITE MATERIAL MAY

ONLY BE USED AS BACKFILL IN LANDSCAPED AREAS.

B. MATERIAL CONTAINING ORGANIC MATTER, TOPSOIL, ORGANIC SILT, PEAT, OR SOFT OR FROST SUSCEPTIBLE SOIL IS

UNSUITABLE FOR ANY OF THE FOLLOWING USES:

C. BACKFILL BENEATH PAVEMENT AND WITHIN 5 FT. OF SUBGRADE

D. BEARING STRATA MATERIAL

E. BEDDING

F. BACKFILL MATERIALS SHALL BE FREE FROM ROCK GREATER THAN 8 IN. IN DIAMETER OR LENGTH, HAVING LARGEST DIMENSION GREATER THAN ¾ LIFT THICKNESS, OR GREATER THAN ½ CF IN VOLUME, AND FOREIGN MATTER, SUCH AS CONSTRUCTION DEBRIS, TRASH, WOOD, ROOTS, LEAVES, SOD, ORGANIC MATTER, OR SOFT…

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