2.394.486 TaylorsLane_StrmwterImprvPrjct_2025-08-25_.pdf

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Existing Conditions & Site Preparation Plan

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Ta yl or sL an e_ St rm w trI m pr vP rjc t.d w g REVISIONS

Project #: 2.394.486

Sheet 1 of 6

LEGEND

APPROXIMATE PROPERTY LINE

(SEE REFERENCES)

GENERAL NOTES:

1. EXISTING CONDITIONS: ARE PLOTTED FROM BEST AVAILABLE INFORMATION AND SITE OBSERVATIONS (SEE REFERENCES). CONTRACTOR

SHALL VERIFY ACTUAL AS-BUILT ON-SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION PROCEDURES.

1.1. THE SUBJECT PARCEL LIES WITHIN THE 200-FOOT CRMC JURISDICTION

1.2. THIS IS NOT A SURVEY PLAN. EXISTING CONDITIONS WERE OBTAINED BY A COMPILATION OF ON-SITE OBSERVATIONS, PUBLICLY AVAILABLE PLANS PROVIDED BY THE TOWN OF LITTLE COMPTON AND THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AERIAL

PHOTOGRAPHY, AND PUBLICLY AVAILABLE GIS INFORMATION (SEE REFERENCES).

1.3. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN FLOOD HAZARD ZONES VE (ELEV. 16) AND AE (ELEV. 14 AND 15): SEE REFERENCES

1.4. UNDERLYING SOILS OF PROJECT SITE ARE NOTED AS 'SE' SOILS ACCORDING TO THE SOIL SURVEY OF RI AND RIDEM ENVIRONMENTAL RESOURCE GIS MAPPING: HYDRIC SOILS - CONSTRAINTS 0-18" DEPTH, DENSIC WITH SLOW PERCOLATION. THE INTENT OF THIS PROJECT IS TO MAINTAIN EXISTING DRAINAGE SWALES BY REMOVAL OF ACCUMULATED SEDIMENTS AND INVASIVE VEGETATION, EXCAVATING AND REPLACING EXISTING DRAINAGE SWALE SOILS WITH IMPROVED BIORETENTION SOILS, AND ENLARGING THE DRAINAGE CAPTURE AREA TO IMPROVE WATER QUALITY AND TREATMENT OF STORMWATER PRIOR TO OUTLETTING TO THE SAKONNET RIVER.

1.5. EXISTING TOPOGRAPHY IS APPROXIMATE AND BASED ON PUBLICLY AVAILABLE RESOURCES (SEE REFERENCES). GENERAL DRAINAGE PATTERNS OF THE PROJECT SITE SHALL BE MAINTAINED WITH RETROFITTING OF EXISTING DRAINAGE SWALES TO NEW BIORETENTION

SWALES AND BASINS.

1.6. CONTRACTOR TO CHECK ALL CONDITIONS, DIMENSION, AND OTHER INFORMATION SHOWN ON THIS PLAN AGAINST ACTUAL FIELD

CONDITIONS.

2. THE MOST CURRENT EDITION OF THE STATE OF RHODE ISLAND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE AND THE RHODE ISLAND STANDARD DETAILS FOR CONSTRUCTION ARE MADE A PART HEREOF AS FULLY AND COMPLETELY AS IF ATTACHED HERETO. THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS MAY BE OBTAINED AT THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION, DIVISION OF

PUBLIC WORKS.

3. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS INCLUDING MBE/WBE COMPLIANCE AND CURRENT RI STATE PREVAILING WAGE REQUIREMENTS. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS AND

COORDINATE WITH CONTRACTOR AS NEEDED.

3.1. PRIOR TO CONSTRUCTION OBTAIN ANY AND ALL PERMITS REQUIRED BY THE STATE OF RHODE ISLAND, FEDERAL GOVERNMENT AND/OR

THE MUNICIPALITY PRIOR TO COMMENCING ANY WORK.

4. UTILITIES ARE PLOTTED FROM BEST AVAILABLE INFORMATION AND SITE OBSERVATIONS. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS BY CONTACTING DIG SAFE (888-DIG-SAFE (344-7233) or Dial 811), IN ACCORDANCE WITH THE LAWS OF THE STATE OF RI. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. DAMAGE TO ANY ABOVE OR BELOW-GROUND UTILITIES SHALL BE REPAIRED BY THE

CONTRACTOR AT HIS OR HER OWN EXPENSE.

5. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE CLEAN OF MISCELLANEOUS DEBRIS THROUGHOUT THE CONSTRUCTION PERIOD.

ALL WASTE MATERIAL IS TO BE LEGALLY DISPOSED OF IMMEDIATELY TO AN OFF-SITE LOCATION, UNLESS OTHERWISE INDICATED ON THE

PLANS.

6. STOCKPILING: CONTRACTOR SHALL COORDINATE WITH OWNER FOR STOCKPILE LOCATIONS, CONSTRUCTION STAGING AREAS, AND SITE ACCESS. ALL STOCKPILE LOCATIONS SHALL BE PROTECTED FROM EROSION AND MIGRATION OF SEDIMENTS BY APPROPRIATE SILTATION AND SEDIMENTATION CONTROL DEVICES, SUCH AS COMPOST SILT SOCK OR APPROVED EQUAL. NO STOCKPILES SHALL BE ALLOWED ON THE

COASTAL FEATURE.

6.1. ALL LOAM IN DISTURBED AREAS TO BE STOCKPILED FOR FUTURE USE AND/OR REMOVED OFFSITE TO AN APPROPRIATE FACILITY, IF DIRECTED. LOAM REMAINS PROPERTY OF OWNER, UNLESS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE.

7. SITE LAYOUT: LAYOUT IS INTENDED TO BE AN ACCURATE GUIDELINE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS. FINAL LAYOUT SHALL BE STAKED IN FIELD BY CONTRACTOR FOR REVIEW BY OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ACTUAL AS-BUILT ON-SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION PROCEDURES.

8. ALL EXCESS SOILS, BOULDERS, STUMPS AND OTHER MATERIALS SHALL BE DISCARDED OFFSITE IN AN ACCEPTABLE MANNER TO ALL STATE, AND MUNICIPAL REGULATIONS. ALL MATERIALS THAT ARE REMOVED AND DISPOSED SHALL BE DONE SO IN A LEGAL MANNER.

9. CONTRACTOR TO PERFORM DAILY HOUSEKEEPING ONSITE. CONTRACTOR SHALL SWEEP DAILY ANY TRACKING ONTO EXISTING PAVED AREAS

TO PREVENT FROM MIGRATING OFF SITE OR ENTERING ANY EXISTING DRAINAGE SYSTEMS.

10. ALL ITEMS NOT INDICATED FOR REMOVAL AND DISPOSAL SHALL BE PROTECTED BY CONTRACTOR DURING CONSTRUCTION. SHOULD DAMAGE OCCUR AS A RESULT OF CONSTRUCTION PROCEDURES, CONTRACTOR SHALL REPAIR SUCH DAMAGE AT HIS OR HER OWN EXPENSE.

11. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ANY AND ALL PERMITS REQUIRED BY THE STATE AND THE MUNICIPALITY

IN WHICH WORK IS BEING PERFORMED PRIOR TO START OF ANY WORK.

12. PROTECTION OF EXISTING PLANTINGS: UNLESS OTHERWISE NOTED, MAXIMUM EFFORT SHOULD BE MADE TO SAVE TREES OR OTHER PLANT SPECIES OUTSIDE OF LIMIT OF WORK. CONTACT OWNER/LANDSCAPE ARCHITECT BEFORE REMOVING ANY TREES OR OTHER PLANT SPECIES

UNLESS OTHERWISE NOTED ON THE PLANS.

12.1. PROTECTIVE BARRIERS ARE TO BE INSTALLED, WHEN NECESSARY, AROUND EACH PLANT AND/OR GROUP OF PLANTS THAT ARE TO REMAIN ON THE SITE. BARRIERS SHALL NOT BE SUPPORTED BY THE PLANTS THEY ARE PROTECTING, BUT SHALL BE SELF SUPPORTING.

THEY SHALL BE A MINIMUM OF FOUR FEET (4') HIGH AND CONSTRUCTED OF A DURABLE MATERIAL, SUCH AS SNOW OR SILT FENCE, THAT WILL LAST UNTIL CONSTRUCTION IS COMPLETED.

12.2. ANY ACCIDENTALLY DAMAGED ROOTS SHALL BE PRUNED BY A LICENSED ARBORIST.

12.3. ANY ACCIDENTAL DISTRIBUTION OF NON-VEGETATIVE DEBRIS, LIQUID, OR REFUSE WITHIN OR AROUND THE ROOT PROTECTION ZONE OF VEGETATION TO REMAIN SHALL BE IMMEDIATELY CLEANED AND REMOVED FROM SITE LEGALLY AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS TO PREVENT CHANGES TO THE SOIL STRUCTURE OR NATURAL ENVIRONMENT OF

PROTECTED VEGETATION.

13. SOIL EROSION AND SILTATION/SEDIMENTATION CONTROL: CONTRACTOR SHALL MAINTAIN APPROPRIATE SILTATION AND SEDIMENTATION CONTROL IN ACCORDANCE WITH THE RI STORMWATER DESIGN AND INSTALLATION MANUAL AND THE RI SOIL EROSION AND SEDIMENT CONTROL HANDBOOK OR AS DIRECTED BY OWNER'S REPRESENTATIVE DURING CONSTRUCTION PROCEDURES TO PREVENT MIGRATION OF

SEDIMENTS TO OFF-SITE LOCATIONS.

13.1. CONTRACTOR SHALL MAINTAIN APPROPRIATE SEDIMENTATION CONTROLS UNTIL SUITABLE STABILIZATION OF ALL DISTURBED AREAS HAS BEEN OBTAINED. SEE SEDIMENTATION CONTROL PROGRAM AND EROSION CONTROL AND SOIL STABILIZATION PROGRAM NOTES.

13.2. INSPECT ALL DRAINAGE AND RUNOFF FLOW DURING STORM EVENTS AND PERIODS OF RAINFALL THROUGHOUT CONSTRUCTION.

13.3. REMOVE FROM SITE AND PROPERLY DISPOSE OF ALL SILTATION AND EROSION CONTROL DEVICES FOLLOWING STABILIZATION OF

PROJECT SITE.

APPROXIMATE COASTAL FEATURE LINE

(INLAND EDGE OF ROCKY BEACH)

APPROXIMATE

200' CRMC JURISDICTION LINE

APPROXIMATE EXISTING STREAM

(SEE REFERENCES)

APPROXIMATE EXISTING DRAINAGE SWALE

(SEE REFERENCES)

SAKONNET RIVER

EXISTING TOPOGRAPHICAL CONTOUR LINE

(SEE REFERENCES)

STOCKPILE DETAIL

NOT TO SCALE

1. DENUDED SLOPES SHALL NOT BE LEFT EXPOSED FOR EXCESSIVE PERIODS OF TIME, SUCH AS THE INACTIVE WINTER SEASONS.

2. CONTRACTOR TO INSTALL TEMPORARY EROSION CONTROL MAT ON ALL 3:1 SLOPES (3'H: 1'V) OR GREATER UNTIL GRASS IS

ESTABLISHED.

2.1. TEMPORARY TREATMENTS SHALL CONSIST OF HAY, STRAW, FIBER MULCH OR PROTECTIVE COVERS SUCH AS A MAT OR FIBER LINING (BURLAP, JUTE, FIBERGLASS NETTING, EXCELSIOR BLANKETS). THEY SHALL BE INCORPORATED INTO THE WORK AS

WARRANTED OR AS ORDERED BY THE OWNER'S REPRESENTATIVE.

3. HAY OR STRAW APPLICATIONS SHOULD BE IN THE AMOUNT OF 2000 LBS/ACRE.

4. ALL SILT SOCK OR TEMPORARY PROTECTION SHALL REMAIN IN-PLACE UNTIL AN ACCEPTABLE STAND OF GRASS OR APPROVED

GROUND COVER IS ESTABLISHED.

5. REFER TO LANDSCAPE NOTES FOR LOAM SPECIFICATIONS AND SEED MIXES USED FOR STABILIZATION OF ALL DISTURBED AREAS

TO BE SEEDED.

6. ALL DISTURBED AREAS MUST BE SEEDED, PLANTED OR OTHERWISE STABILIZED WITHIN THE CONSTRUCTION SEASON.

6.1. TEMPORARY SEEDING MUST BE COMPLETED WITHIN ONE (1) MONTH AFTER DISTURBANCE.

6.2. ALL DISTURBED AREAS MUST BE PERMANENTLY SEEDED, PLANTED OR RIP-RAPPED BEFORE OCTOBER 1ST, IF NOT THEY MUST

BE TEMPORARILY SEEDED.

7. THE CONTRACTOR MUST REPAIR AND/OR RESEED ANY AREAS THAT DO NOT DEVELOP WITHIN THE PERIOD OF ONE YEAR, AND

SHALL DO SO AT NO ADDITIONAL EXPENSE.

8. THE NORMAL ACCEPTABLE SEASONAL SEEDING DATES ARE APRIL 1ST THROUGH MAY 31ST OR AUGUST 15 THROUGH OCTOBER 15TH. IRRIGATION MAY BE REQUIRED IN THE SUMMER MONTHS TO ENSURE THAT VEGETATIVE COVER IS ESTABLISHED.

9. STABILIZATION OF ONE FORM OR ANOTHER AS DESCRIBED ABOVE SHALL BE ACHIEVED WITHIN FIFTEEN (15) DAYS OF FINAL

GRADING.

10. CONTRACTOR MAY LOCATE STOCKPILE AREAS WITHIN THE LIMIT OF DISTURBANCE ON THE SITE. SEE DETAIL.

10.1. STOCKPILES OF TOPSOIL AND EARTH MATERIALS SHALL NOT BE LOCATED NEAR WATERWAYS. THEY SHALL HAVE SIDE SLOPES NO GREATER THAN THIRTY PERCENT (30%), SHALL ALSO BE SEEDED AND/OR STABILIZED AND SHALL BE COMPLETELY

ENCIRCLED WITH STAKED HAY BALES AND/OR SILT FENCE. (SEE DETAIL)

11. ON BOTH STEEP AND LONG SLOPES, CONSIDERATION SHOULD BE GIVEN TO "CRIMPING" OR "TRACKING" TO TACK DOWN MULCH

APPLICATIONS.

12. HAYBALES AND/OR SILT FENCE MAY BE USED IN LIEU OF SILT SOCK/STRAW WATTLE. CONTRACTOR TO SUBMIT CUT SHEET TO

OWNER'S REPRESENTATIVE FOR APPROVAL.

13. ALL PROPOSED PLANTINGS AND PLACEMENT OF RIP-RAP MUST BE ACCOMPLISHED AS EARLY AS POSSIBLE UPON COMPLETION OF

GRADING AND CONSTRUCTION, AND AT LEAST PRIOR TO ANY ON-SITE OCCUPANCY.

SEDIMENTATION CONTROL PROGRAM:

1. EXTREME CARE SHALL BE EXERCISED SO AS TO PREVENT ANY UNSUITABLE MATERIAL FROM ENTERING DOWNSTREAM

WATERCOURSES AND STORMWATER DRAINAGE SYSTEMS.

1.1. SEDIMENTATION TRAPS SHALL BE PROVIDED AT ALL ENCOUNTERED DRAINAGE STRUCTURES DURING CONSTRUCTION.

2. DURING CONSTRUCTION, THE CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE AND

RUN-OFF FLOW DURING STORMS AND PERIODS OF RAINFALL

3. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AT THE SITE PRIOR TO THE START OF CONSTRUCTION AND BE

PROPERLY MAINTAINED UNTIL ALL DISTURBED AREAS ARE STABILIZED:

3.1. A CONTINUOUS LINE OF SILT SOCKS, STRAW WATTLES, STAKED HAYBALES, OR SILT FENCE SHALL BE INSTALLED IN ALL LOCATIONS SHOWN ON THE APPROVED SITE PLANS AND WHERE OTHERWISE NECESSARY TO PREVENT SEDIMENTS FROM

ENTERING DOWNSTREAM WATERCOURSES AND STORMWATER DRAINAGE SYSTEMS.

3.2. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH APPROVED GROUND COVER PRIOR TO THE COMPLETION OF THE PROJECT. AREAS EXPOSED FOR EXTENDED PERIODS ARE TO BE COMPLETELY COVERED WITH SPREAD HAY MULCH.

3.3. ENCOUNTERED CATCH BASINS SHALL BE PROTECTED WITH HAYBALE FILTERS AND SEDIMENTATION TRAPS THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED. SUMPS ARE TO BE CLEANED

IMMEDIATELY FOLLOWING INSTALLATION OF PERMANENT PAVEMENT.

3.4. ENCOUNTERED OUTFALLS SHALL BE PROTECTED BY HAYBALE FILTERS UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED WITH APPROVED GROUND COVER. ALL CONTROL MEASURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION

THROUGHOUT THE CONSTRUCTION PERIOD.

4. SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED CLOSELY AND MAINTAINED PROMPTLY AFTER EACH RAINFALL.

5. CARE SHALL BE TAKEN SO AS NOT TO PLACE "REMOVED SEDIMENTS" WITHIN THE PATH OF EXISTING, NEWLY CREATED (BOTH TEMPORARY AND PERMANENT) OR PROPOSED WATERCOURSES OR THOSE AREAS SUBJECTED TO STORMWATER FLOWAGE.

6. THE LIMITS OF ALL CLEARING, GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. ALL AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE SHALL REMAIN TOTALLY UNDISTURBED.

EROSION CONTROL AND

SOIL STABILIZATION PROGRAM:

1. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO CONSTRUCTION

PROCEDURES COMMENCE.

2. NOTIFY ALL APPROPRIATE STATE, REGIONAL AND CITY DEPARTMENTS PRIOR

TO THE START OF CONSTRUCTION.

3. BEGIN CONSTRUCTION.

4. INSTALL SOIL EROSION AND SEDIMENT CONTROLS SUCH AS SILT SOCK OR

STRAW WATTLES

5. CLEAN, GRUB, AND STOCKPILE TOPSOIL (IF REQUIRED).

6. REMOVE EXISTING SURFACING WHERE NEEDED TO INSTALL IMPROVEMENTS.

7. EXCAVATE FOOTINGS / COMPLETE ANY SITE WORK OR GRADING.

8. INSTALL PROPOSED STORM DRAINAGE SYSTEM (BIORETENTION SWALES AND

BASINS), WORK DOWNSTREAM TO UPSTREAM. PLACE INLET PROTECTION

WHERE REQUIRED.

9. REINSTALL / REPAIR ANY SURFACING.

10. FINE GRADE, SPREAD TOPSOIL, SEED AND STABILIZE EXPOSED EARTH.

11. ONCE SEEDS GERMINATE AND EARTH IS STABILIZED, REMOVE SOIL EROSION

AND SEDIMENT CONTROLS SUCH AS SILT SOCK OR STRAW WATTLES.

12. END CONSTRUCTION.

APPROXIMATE EXISTING EDGE OF

PAVEMENT (SEE REFERENCES)

CONSTRUCTION

SEQUENCE / NARRATIVE

0 15' 30' 60' 90'

GRAPHIC SCALE

SCALE: 1" = 30'

(WHEN PLOTTED AT 24" X 36")

PROJECT LOCUS

NOT TO SCALE

SITE

SAKONNET

RIVER

Meetinghouse Ln

W . M ain Rd.

In di an A ve

APPROXIMATE EDGE OF PAVEMENT TO BE

REMOVED (SEE REFERENCES)

APPROXIMATE EDGE OF GRAVEL PARKING

AREA (SEE REFERENCES)

APPROXIMATE EXISTING STONE WALL

APPROXIMATE EXISTING VEGETATION

OVERHANG

APPROXIMATE EDGE OF EXISTING SHRUB

VEGETATION

APPROXIMATE OVERHEAD WIRES

APPROXIMATE EXISTING DRAIN LINE

APPROXIMATE EXISTING UTILITY POLE

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APPROXIMATE EXISTING SIGN

SOIL EROSION AND SEDIMENT CONTROL

FEMA Flood Hazard Zone VE (Base Flood Elevations Determined)

FEMA Flood Hazard Zone AE (Base Flood Elevations Determined)

FEMA Flood Hazard Zone X (Areas of .2% Annual Chance Flood)

Scale: 1" = 30'

Drawn By: KMA

Checked By: KMA/KMJ

Date: July 2025

REFERENCES:

1. Plan Entitled, 'RHODE ISLAND INFRASTRUCTURE BANK MRP GREEN

INFRASTRUCTURE RETROFITS: Taylors Lane, Little Compton, RI'; Prepared By: Fuss & O'Neill; Scale: Graphic Scale, as noted; Dated: Undated; Digital CAD File Provided by Fuss & O'Neill/RIIB

2. Plan Entitled, '2025 Little Compton Road Paving Project', Sheet 17 of 26:

Taylors Lane; Prepared for: The Town of Little Compton, RI; Prepared by:

BETA Group, Inc.; Dated January 2025, with Revisions through 2/14/25; Scale 1" = 40'

3. Aerial Imagery Courtesy of GoogleEarthPro, Imagery Date: 10/12/2021

4. FEMA Flood Insurance Rate Map, Newport County, Rhode Island, Panel 202 of 226, Map Number 44005C0202J, Map Revision Date: 9/4/13

5. Site Observations Made by Kevin M. Alverson, LA on 5/21/25 and 7/2/25

APPROXIMATE MEAN HIGH WATER LINE

(MHW): OBSERVED RACK LINE 7/15/25

DATE REVISION

8/29/25 Issued for Bid (BID NUMBER 2025-01)

360 Annaquatucket Road 401.338.0044 Wickford, RI 02852 KevinMAlversonLA.com

Taylor's Lane Green Stormwater Infrastructure Retrofits Project

Assessor's Map 5 Taylor's Lane Little Compton, RI

U.S. Environmental Protection Agency 5 Post Office Square - Suite 100 Boston, MA 02109-3912

Rhode Island Infrastructure Bank 275 Promenade Street, Suit 301 Providence, RI 02908

Town of Little Compton, RI PO Box 226 Little Compton, RI 02837

Project Funding:

Owner:

AutoCAD SHX Text

UP #26

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UP #27

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EX SIGNS (TYPICAL)

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EX. UTILITY POLE

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PLAT 6, LOT 13 N/F SERENITY FARM LLC

AutoCAD SHX Text PLAT 6, LOT 19 N/F COLEMAN WILLIAM C TTEE COLEMAN WILLIAM C TRUST: GRANTED CONSERVATION EASEMENT TO THE SAKONNET PRESERVATION ASSOCIATION

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APPROXIMATE EXISTING EDGE OF BITUMINOUS CONCRETE VEHICULAR SURFACE TO BE REMOVED

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APPROXIMATE EXISTING VEGETATIVE OVERHANG (TYPICAL)

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APPROXIMATE EDGE OF SHRUB VEGETATION (TYPICAL)

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TAYLOR'S LANE NORTH

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APPROXIMATE STONE WALL

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APPROXIMATE PROPERTY LINE

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TAYLOR'S LANE (BITUMINOUS CONCRETE ROADWAY)

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APPROXIMATE EDGE OF EXISTING DRAINAGE SWALE (TYPICAL)

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SAKONNET RIVER

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EX. GRAVEL PARKING AREA

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TAYLOR'S LANE SOUTH

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APPROXIMATE COASTAL FEATURE (INLAND EDGE OF ROCKY BEACH)

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EX. DRAIN LINE

AutoCAD SHX Text EXISTING CROSS DRAIN INLET: REMOVE OVERGROWN VEGETATION TO EXPOSE OUTLET AND PROVIDE RIP RIP OUTLET PROTECTION

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EX. DRAIN LINE

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EXISTING EDGE OF GRAVEL PARKING AREA (TYPICAL)

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3-EXISTING CEDAR TO REMAIN

AutoCAD SHX Text EXISTING EDGE OF VEGETATION (ELDERBERRY OVERGROWN WITH INVASIVE MULTIFLORA ROSE, FOX GRAPE, AND BITTERSWEET: SELECTIVELY REMOVE INVASIVE VEGETATION WHEN ENCOUNTERED

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SOIL EROSION AND SEDIMENT CONTROL PLACED AT PROJECT LIMIT LINE (TYPICAL)

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EXISTING MAILBOXES

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APPROXIMATE 200' CRMC JURISDICTION LINE

AutoCAD SHX Text LAYOUT POINT OF BEGINNING (INTERSECTION OF SOUTHERN EDGE OF PAVEMENT OF TAYLOR'S LANE AND WESTERN EDGE OF PAVEMENT EXTENSION OF TAYLOR'S LANE NORTH)

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APPROXIMATE MHW (OBSERVED RACK LINE 7/15/25)

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TAYLOR'S LANE BEACH

AutoCAD SHX Text PLAT 6, LOT 30 N/F COLEMAN WILLIAM C TTEE COLEMAN WILLIAM C TRUST: GRANTED CONSERVATION EASEMENT TO THE SAKONNET PRESERVATION ASSOCIATION

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APPROXIMATE EDGE OF EXISTING DRAINAGE SWALE (TYPICAL)

AutoCAD SHX Text SAWCUT AND REMOVE BITUMINOUS CONCRETE SURFACING WEST OF THIS LINE: SEE SITE PLAN FOR LAYOUT

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TOE OF SLOPE

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5' MAXIMUM FROM

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STOCKPILE

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MATERIAL

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NOTE: ALL STOCKPILE AREAS SHALL BE LOCATED WITHIN THE LIMIT OF DISTURBANCE.

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SILT SOCK, STRAW WATTLE, SILT FENCE AND/OR HAYBALES

AutoCAD SHX Text COMPOST SOCK, STRAW WATTLE, OR APPROVED EQUAL: COMPRESS SOCK/WATTLE ONTO SURFACE OF UNDERLYING MATERIAL TO ENSURE FULL CONTACT WITH SURFACE

AutoCAD SHX Text 2" x 2" HARDWOOD STAKES, WHERE REQUIRED (MINIMUM LENGTH OF 3'). DRIVE STAKES TO DEPTH WHERE 3" MIN. AND 4" MAX. REMAINS EXPOSED AT TOP OF SOCK. INSTALL STAKES PERPENDICULAR TO SLOPE FACE

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UNDISTURBED SUBGRADE

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SLOPE

AutoCAD SHX Text NOTES: 1. COMPOST SOCK OR STRAW WATTLE SHALL BE 8" DIA. MIN., INSTALLED IN COMPOST SOCK OR STRAW WATTLE SHALL BE 8" DIA. MIN., INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. UPON STABILIZATION OF PROJECT SITE, COMPOST AND/OR STRAW MATERIAL TO UPON STABILIZATION OF PROJECT SITE, COMPOST AND/OR STRAW MATERIAL TO BE DISPERSED ON SITE AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 3. ALWAYS INSTALL COMPOST SOCK/STRAW WATTLE PERPENDICULAR TO SLOPE ALWAYS INSTALL COMPOST SOCK/STRAW WATTLE PERPENDICULAR TO SLOPE AND ALONG CONTOUR LINES. 4. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE COMPOST SOCK/STRAW REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE COMPOST SOCK/STRAW WATTLE WHEN ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE HEIGHT OF THE COMPOST SOCK.

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SOIL EROSION AND SEDIMENTATION CONTROL

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NOT TO SCALE

0 11

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DVAN

ACCESSIBLE

+10

+11

+12

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+9.8

8.3+

5% M

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SLOPE

Site Plan

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Ta yl or sL an e_ St rm w trI m pr vP rjc t.d w g REVISIONS

Project #: 2.394.486

Sheet 2 of 6

0 10' 20' 40' 60'

GRAPHIC SCALE

SCALE: 1" = 20'

(WHEN PLOTTED AT 24" X 36")

LEGEND

APPROXIMATE PROPERTY LINE

(SEE REFERENCES)

APPROXIMATE COASTAL FEATURE LINE

(INLAND EDGE OF ROCKY BEACH)

APPROXIMATE 200' CRMC JURISDICTION LINE

APPROXIMATE EXISTING STREAM

(SEE REFERENCES)

SAKONNET RIVER

EXISTING TOPOGRAPHICAL CONTOUR LINE

(SEE REFERENCES)

APPROXIMATE EXISTING EDGE OF

PAVEMENT (SEE REFERENCES)

APPROXIMATE EDGE OF GRAVEL PARKING

AREA (SEE REFERENCES)

APPROXIMATE EXISTING STONE WALL

APPROXIMATE EXISTING VEGETATION

OVERHANG

APPROXIMATE EDGE OF EXISTING SHRUB

VEGETATION

APPROXIMATE OVERHEAD WIRES

APPROXIMATE EXISTING DRAIN LINE

APPROXIMATE EXISTING UTILITY POLE

OHW

D

APPROXIMATE EXISTING SIGN

SOIL EROSION AND SEDIMENT CONTROL

RETROFITTED DRAINAGE SWALE TO

BIORETENTION SWALE/BASIN

RIP RAP INLET/OUTLET PROTECTION

(R-4 SIZE RIP RAP)

REINFORCED OPEN CELL CRUSHED STONE

PARKING SURFACE WITH PERVIOUS PAVER

SOLDIER COURSE EDGING

SOIL EROSION AND SEDIMENT CONTROL

PERVIOUS PAVER SURFACING

(HERRINGBONE PATTERN WITH SOLDIER

COURSE EDGING)

PERVIOUS PAVER SURFACING

(RUNNING BOND PATTERN WITH SOLDIER

COURSE EDGING)

BERMED PLANTING (SEE LANDSCAPE PLAN)

SITE LAYOUT & CONSTRUCTION PROCEDURES:

1. THE MOST CURRENT EDITION OF THE STATE OF RHODE ISLAND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE AND

THE RHODE ISLAND STANDARD DETAILS FOR CONSTRUCTION ARE MADE A PART HEREOF AS FULLY AND COMPLETELY AS IF ATTACHED HERETO. THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS MAY BE OBTAINED AT THE RHODE ISLAND

DEPARTMENT OF TRANSPORTATION, DIVISION OF PUBLIC WORKS.

2. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS, INCLUDING MBE/WBE COMPLIANCE AND CURRENT RI STATE PREVAILING WAGE REQUIREMENTS. OWNER SHALL OBTAIN

ANY AND ALL REQUIRED PERMITS AND COORDINATE WITH CONTRACTOR AS NEEDED.

3. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE CLEAN OF MISCELLANEOUS DEBRIS THROUGHOUT THE CONSTRUCTION PERIOD. ALL WASTE MATERIAL IS TO BE LEGALLY DISPOSED OF IMMEDIATELY TO AN OFF-SITE LOCATION, UNLESS OTHERWISE INDICATED ON THE PLANS.

4. SITE LAYOUT: LAYOUT IS INTENDED TO BE AN ACCURATE GUIDELINE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS.

FINAL LAYOUT SHALL BE STAKED IN FIELD BY CONTRACTOR FOR REVIEW BY OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ACTUAL AS-BUILT ON-SITE CONDITIONS PRIOR TO COMMENCING

CONSTRUCTION PROCEDURES.

5. SITE GRADING AND DRAINAGE: CONTRACTOR SHALL SET FINISH GRADE OF ALL NEW IMPROVEMENTS SO AS TO ENSURE POSITIVE DRAINAGE AND FREE SHEET FLOW OF RUN-OFF. ROADWAY RUNOFF IS DIRECTED TOWARD PROPOSED

BIORETENTION SWALES AND BASINS.

6. STORMWATER TREATMENT: THIS SITE IS EXPECTED TO RESULT IN ONLY TYPICAL RUNOFF FROM ON SITE SURFACING, VEGETATED AREAS AND ROOFTOPS. EXISTING DRAINAGE SWALES WILL BE EXPANDED AND RETROFITTED TO CREATE NEW BIORETENTION SWALES AND BASINS THAT ARE PROPOSED TO CAPTURE THE RUNOFF FROM THE RENOVATED PARKING AREA AND ADJACENT ROADWAY. PROPOSED IMPROVEMENTS ARE EXPECTED TO IMPROVE THE QUALITY OF STORMWATER

DISCHARGES FROM THE SITE.

6.1. RENOVATED PARKING AREA AND NEW WALKWAY SURFACING: TO BE CONSTRUCTED OF PERMEABLE PAVERS WITH OPEN JOINTS SET OR REINFORCED CRUSHED STONE SURFACING ON PREPARED OPEN-GRADED STONE BASE COURSE THAT SERVES AS A RESERVOIR FOR STORMWATER BEFORE IT INFILTRATES INTO THE SUBSOIL.

7. LOAM UTILIZED FOR BIORETENTION SWALES AND BASINS SHALL BE SANDY LOAM BLEND, 12" DEPTH (CONSISTING OF 68-70% SAND, 0-1% CLAY, 0-9% SILT, 2-4% ORGANIC MATTER, 20% WELL-AGED AND WELL AERATED LEAF COMPOST). SEE

LANDSCAPE PLAN FOR MORE DETAILS.

1. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

2. CHEMICAL TREATMENT AND CONTROL OF INVASIVE SPECIES:

2.1. INVASIVE SPECIES ONLY SHALL BE TREATED WITH HERBICIDE CHEMICAL TREATMENT IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS, AND IN STRICT CONFORMANCE WITH HERBICIDE MANUFACTURER'S SPECIFICATIONS FOR APPLICATION. A CERTIFIED INVASIVE MANAGER (IM) WILL WORK WITH THE CONTRACTED COMPANY TO CONFIRM ONLY TARGETED SPECIES WITHIN THE

LIMIT OF WORK WILL BE TREATED/MANAGED.

2.2. ONLY RI STATE CERTIFIED /LICENSED LANDSCAPE PROFESSIONALS SHALL BE ALLOWED TO UTILIZE CHEMICAL HERBICIDES.

2.3. ONLY WATER-SAFE FORMS OF HERBICIDES, AS DETERMINED AND ACCEPTED BY THE RI COASTAL RESOURCES MANAGEMENT COUNCIL (RICRMC), RI DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (RIDEM), AND US ENVIRONMENTAL PROTECTION AGENCY (EPA), US DEPARTMENT OF AGRICULTURE, OR OTHER LOCAL, STATE, OR FEDERAL AGENCIES WITH GOVERNANCE OVER THIS PROJECT AREA SHALL

BE UTILIZED IN CHEMICAL TREATMENT AND CONTROL OF INVASIVE SPECIES.

2.4. CUT-STEM (STUMP) TREATMENT:

2.4.1. PREFERRED METHOD OF CONTROL FOR WOODY OR BAMBOO-LIKE INVASIVE SPECIES SUCH AS ASIATIC BITTERSWEET, AUTUMN OLIVE, JAPANESE HONEYSUCKLE, MORROW'S HONEYSUCKLE, JAPANESE KNOTWEED, MULTIFLORA ROSE, PRIVET, BLACK LOCUST, ETC. REFER TO MOST RECENT RHODE ISLAND NATURAL HISTORY SURVEY (RINHS) AND RHODE ISLAND INVASIVE SPECIES COUNCIL (RIISC) LISTING OF INVASIVE PLANTS FOR PLANTS THAT ARE NOTED TO BE INVASIVE IN RHODE ISLAND.

2.4.1.1. IT IS UNDERSTOOD THAT INVASIVE STATUS OF PLANTS IS EVER-EVOLVING AND HABITATS OF INVASIVE SPECIES ARE CONSTANTLY IN FLUX. AS PLANTS ARE OBSERVED TO BE INVASIVE THIS LIST MAY CHANGE AND TREATMENT AND SUGGESTED CONTROL MEASURES/TECHNIQUES MAY BE ADJUSTED IN ACCORDANCE WITH THE GUIDANCE OF THE CRMC, RIDEM, AND

RIISC.

2.4.2. REFER TO THE URI COOPERATIVE EXTENSION INVASIVE PLANT MANAGEMENT CERTIFICATION PROGRAM AND THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES MICHIGAN NATURAL FEATURES INVENTORY, 2012, AS AMENDED, "INVASIVE SPECIES - BEST CONTROL PRACTICES' MANAGEMENT FACT SHEETS FOR ADDITIONAL GUIDANCE ON INVASIVE CONTROL TECHNIQUES:

2.4.2.1. CUT-STEM (STUMP) CHEMICAL CONTROL TREATMENT: THIS MAY BE USED IN ANY SEASON EXCEPT DURING PERIODS OF HEAVY SAP FLOW IN THE SPRING. REFER TO HERBICIDE LABEL FOR SPECIFIC DETAILS. UTILIZE DYES, WHERE POSSIBLE, TO HELP KEEP

TRACK OF WHICH STEMS HAVE BEEN TREATED.

2.4.2.1.1. CUT STEMS APPROXIMATELY 4" ABOVE THE UNDERLYING GROUND SURFACE, AND PAINT STUMPS WITH CONCENTRATED HERBICIDE USING A SMALL SPRAY BOTTLE OR WICKING APPLICATOR, APPLY TO CUT SURFACE UP TO THE EDGES AND JUST AROUND THE SIDES OF THE CUT STEM. ON LARGER STEMS ONLY APPLY HERBICIDE TO THE OUTER EDGES OF THE STEM, NEAR THE CAMBIUM UNDER THE OUTER BARK.

2.4.2.1.2. MONITOR TREATED PLANTS ANNUALLY FOR ANY RESPROUTING. TREAT NEW STEMS AS NEEDED IN ACCORDANCE WITH

MANUFACTURERS' LABEL FOR SPECIFICATIONS ON RE-APPLICATION.

2.5. FOLIAR SPRAY TREATMENT:

2.5.1. PREFERRED METHOD OF CONTROL FOR HERBACEOUS OR GRASS-LIKE INVASIVE SPECIES SUCH AS PHRAGMITES, AND BLACK SWALLOWWORT, ETC. REFER TO MOST RECENT RHODE ISLAND NATURAL HISTORY SURVEY (RINHS) AND RHODE ISLAND INVASIVE SPECIES COUNCIL (RIISC) LISTING OF INVASIVE PLANTS FOR PLANTS THAT ARE NOTED TO BE INVASIVE IN RHODE ISLAND.

2.5.1.1. IT IS UNDERSTOOD THAT INVASIVE STATUS OF PLANTS IS EVER-EVOLVING AND HABITATS OF INVASIVE SPECIES ARE CONSTANTLY IN FLUX. AS PLANTS ARE OBSERVED TO BE INVASIVE THIS LIST MAY CHANGE AND TREATMENT AND SUGGESTED CONTROL MEASURES/TECHNIQUES MAY BE ADJUSTED IN ACCORDANCE WITH THE GUIDANCE OF THE CRMC, RIDEM, AND

RIISC.

2.5.2. REFER TO THE URI COOPERATIVE EXTENSION INVASIVE PLANT MANAGEMENT CERTIFICATION PROGRAM AND THE US DEPARTMENT OF THE INTERIOR GUIDANCE ON THE CONTROL AND MANAGEMENT OF INVASIVE PHRAGMITES (INVASIVES.ORG), AS AMENDED, FOR ADDITIONAL GUIDANCE ON INVASIVE CONTROL TECHNIQUES:

2.5.2.1. FOLIAR SPRAY CHEMICAL CONTROL TREATMENT: THIS SHOULD BE DONE IN LATE SUMMER AFTER PLANTS ARE IN FULL BLOOM

UP TO THE FIRST KILLING FROST.

2.5.2.1.1. SPRAY PLANTS WITH USE OF A BACKPACK SPRAYER OR EQUAL CLOSE TO THE LEAVES USING LOW PRESSURE.

2.5.2.1.2. DO NOT UTILIZE SPRAY APPLICATIONS DURING WINDY PERIODS, AND WHEN WIND IS A CONCERN. FOLLOW

MANUFACTURER'S APPLICATION SPECIFICATIONS AND LABELING.

2.5.2.1.3. WAIT TWO WEEKS TO ALLOW PLANT EXPOSURE TO THE HERBICIDE. REAPPLY IF NEEDED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2.5.2.1.4. MONITOR TREATED PLANTS ANNUALLY FOR ANY RESPROUTING. TREAT NEW STEMS AS NEEDED IN ACCORDANCE WITH

MANUFACTURERS' LABEL FOR SPECIFICATIONS ON RE-APPLICATION.

INVASIVE PLANT MANAGEMENT NOTES (Habitat Management and Restoration):

REFERENCES:

1. Plan Entitled, 'RHODE ISLAND INFRASTRUCTURE BANK MRP GREEN

INFRASTRUCTURE RETROFITS: Taylors Lane, Little Compton, RI'; Prepared By: Fuss & O'Neill; Scale: Graphic Scale, as noted; Dated: Undated; Digital CAD File Provided by Fuss & O'Neill/RIIB

2. Plan Entitled, '2025 Little Compton Road Paving Project', Sheet 17 of 26:

Taylors Lane; Prepared for: The Town of Little Compton, RI; Prepared by:

BETA Group, Inc.; Dated January 2025, with Revisions through 2/14/25; Scale 1" = 40'

3. Aerial Imagery Courtesy of GoogleEarthPro, Imagery Date: 10/12/2021

4. FEMA Flood Insurance Rate Map, Newport County, Rhode Island, Panel 202 of 226, Map Number 44005C0202J, Map Revision Date: 9/4/13

5. Site Observations Made by Kevin M. Alverson, LA on 5/21/25 and 7/2/25

Scale: 1" = 20'

Drawn By: KMA

Checked By: KMA/KMJ

Date: July 2025

APPROXIMATE MEAN HIGH WATER LINE

(MHW): OBSERVED RACK LINE 7/15/25

DRAINAGE FLOW LINE

360 Annaquatucket Road 401.338.0044 Wickford, RI 02852 KevinMAlversonLA.com

DATE REVISION

8/29/25 Issued for Bid (BID NUMBER 2025-01)

Taylor's Lane Green Stormwater Infrastructure Retrofits Project

Assessor's Map 5 Taylor's Lane Little Compton, RI

U.S. Environmental Protection Agency 5 Post Office Square - Suite 100 Boston, MA 02109-3912

Rhode Island Infrastructure Bank 275 Promenade Street, Suit 301 Providence, RI 02908

Town of Little Compton, RI PO Box 226 Little Compton, RI 02837

Project Funding:

Owner:

AutoCAD SHX Text BEGIN BIORETENTION RETROFIT OF EXISTING DRAINAGE SWALE: PROVIDE RIP RIP INLET PROTECTION

AutoCAD SHX Text EXISTING CROSS DRAIN INLET: MAINTAIN INVERT ELEVATION OF PIPE AND PROVIDE RIP RIP INLET PROTECTION

AutoCAD SHX Text EXISTING CROSS DRAIN OUTLET: MAINTAIN INVERT ELEVATION OF PIPE AND PROVIDE RIP RIP OUTLET PROTECTION

AutoCAD SHX Text

TAYLOR'S LANE NORTH

AutoCAD SHX Text NEW OVERFLOW DRAIN OUTLET (6" SCH 40 PVC DRAIN LINE): PROVIDE RIP RIP OUTLET PROTECTION

AutoCAD SHX Text NEW SLOPE FACED CURB: PROVIDE 6' LENGTH SLOPE FACE TRANSITION CURB AT EACH END (19 LF RIDOT STD.: 7.2.0 AND 12 LF OF RIDOT STD.: 7.2.1 )

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NO PARKING SIGN

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VAN ACCESSIBLE ADA PARKING SIGN

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APPROXIMATE PROPERTY LINE (TYPICAL): SEE REFERENCES

AutoCAD SHX Text

2-NEW GRANITE BOLLARDS (ONE (1) EACH SIDE OF BEACH ACCESS): SEE DETAIL

AutoCAD SHX Text BIORETENTION BASIN 1: EXPAND EXISTING SWALE LIMITS EXPAND EXISTING SWALE LIMITS AND PROVIDE NEW BIORETENTION BASIN: SEE DETAIL

AutoCAD SHX Text

UP #26

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UP #27

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EX. DRAIN LINE (RECENTLY CLEARED)

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PLAT 6, LOT 13 N/F SERENITY FARM LLC

AutoCAD SHX Text PLAT 6, LOT 19 N/F COLEMAN WILLIAM C TTEE COLEMAN WILLIAM C TRUST: GRANTED CONSERVATION EASEMENT TO THE SAKONNET PRESERVATION ASSOCIATION

AutoCAD SHX Text PLAT 6, LOT 30 N/F COLEMAN WILLIAM C TTEE COLEMAN WILLIAM C TRUST: GRANTED CONSERVATION EASEMENT TO THE SAKONNET PRESERVATION ASSOCIATION

AutoCAD SHX Text LAYOUT POINT OF BEGINNING (INTERSECTION OF SOUTHERN EDGE OF PAVEMENT OF TAYLOR'S LANE AND WESTERN EDGE OF PAVEMENT EXTENSION OF TAYLOR'S LANE NORTH)

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TAYLOR'S LANE SOUTH

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TAYLOR'S LANE

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NEW GRANITE BLOCK BENCH

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TAYLOR'S LANE BEACH

AutoCAD SHX Text NEW BEACH ACCESS SERVICE AREA: BEACH ACCESS/INTERPRETIVE PANEL, TRASH CORRAL, PET WASTE STATION, AND FISHING TACKLE DISPOSAL

AutoCAD SHX Text

APPROXIMATE MHW LINE (OBSERVED RACK LINE 7/15/25)

AutoCAD SHX Text

SAKONNET RIVER (TYPE 1 WATERS)

AutoCAD SHX Text NEW BIORETENTION BASIN OVERFLOW DRAIN (4" SCH 40 PVC YARD DRAIN INLET WITH GRATE): RIM ELEV TO BE 8" ABOVE BOTTOM ELEVATION OF BIORETENTION BASIN (SEE DETAIL)

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AutoCAD SHX Text EXISTING CROSS DRAIN INLET: REMOVE OVERGROWN VEGETATION TO EXPOSE OUTLET AND PROVIDE RIP RIP OUTLET PROTECTION

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APPROXIMATE PROPERTY LINE (TYPICAL): SEE REFERENCES

Details 1:

Surfacing

C K ev in

M . A lv er so n, L A

2.

4.

Ta yl or sL an e_ St rm w trI m pr vP rjc t.d w g REVISIONS

REFERENCES:

Project #: 2.390.480

Sheet 3 of 6

Scale: As Shown

Drawn By: KMA

Checked By: KMA/KMJ

Date: July 2025

DATE REVISION

8/29/25 Issued for Bid (BID NUMBER 2025-01)

360 Annaquatucket Road 401.338.0044 Wickford, RI 02852 KevinMAlversonLA.com

Taylor's Lane Green Stormwater Infrastructure Retrofits Project

Assessor's Map 5 Taylor's Lane Little Compton, RI

U.S. Environmental Protection Agency 5 Post Office Square - Suite 100 Boston, MA 02109-3912

Rhode Island Infrastructure Bank 275 Promenade Street, Suit 301 Providence, RI 02908

Town of Little Compton, RI PO Box 226 Little Compton, RI 02837

Project Funding:

Owner:

AutoCAD SHX Text NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WATER QUALITY TREATMENT REQUIREMENTS OF STANDARD 3, OF THE 'RI STORMWATER DESIGN AND INSTALLATION STANDARDS MANUAL, PREPARED BY RIDEM AND RICRMC. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WATER QUALITY TREATMENT REQUIREMENTS OF STANDARD 3, OF THE 'RI STORMWATER DESIGN AND INSTALLATION STANDARDS MANUAL, PREPARED BY RIDEM AND RICRMC. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR PERMEABLE INTERLOCKING CONCRETE PAVERS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR PERMEABLE INTERLOCKING CONCRETE PAVERS. 3. CONTRACTOR SHALL PROVIDE ON-SITE MOCK-UP OF PAVER SURFACE (2' X 2' MIN.) ILLUSTRATING THE PAVER PATTERN AND LAYOUT FOR REVIEW BY OWNER'S REPRESENTATIVE. CONTRACTOR SHALL PROVIDE ON-SITE MOCK-UP OF PAVER SURFACE (2' X 2' MIN.) ILLUSTRATING THE PAVER PATTERN AND LAYOUT FOR REVIEW BY OWNER'S REPRESENTATIVE. 4. PROVIDE SAMPLE AND SIEVE ANALYSIS OF ALL SUB-BASE, BASE, SETTING BED, AND JOINTING MATERIAL STONE MATERIALS FOR APPROVAL BY OWNER'S REPRESENTATIVE. ALL STONE MATERIALS UTILIZED SHALL BE WASHED, CRUSHED, STONE THAT GENERALLY PROVIDE SAMPLE AND SIEVE ANALYSIS OF ALL SUB-BASE, BASE, SETTING BED, AND JOINTING MATERIAL STONE MATERIALS FOR APPROVAL BY OWNER'S REPRESENTATIVE. ALL STONE MATERIALS UTILIZED SHALL BE WASHED, CRUSHED, STONE THAT GENERALLY MATCHES THE ASTM DESIGNATIONS NOTED ABOVE. 5. PERVIOUS CONCRETE PAVER SURFACE: PERVIOUS CONCRETE PAVER SURFACE: 5.1. MAIN FIELD: MAIN FIELD PAVERS, SHALL BE PRECAST CONCRETE PAVERS INTENDED FOR INSTALLATION IN A PERVIOUS APPLICATION SUCH AS “ECO-PRIORA”, COLOR: GRANITE FUSION, FINISH: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” MAIN FIELD: MAIN FIELD PAVERS, SHALL BE PRECAST CONCRETE PAVERS INTENDED FOR INSTALLATION IN A PERVIOUS APPLICATION SUCH AS “ECO-PRIORA”, COLOR: GRANITE FUSION, FINISH: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” MAIN FIELD PAVERS, SHALL BE PRECAST CONCRETE PAVERS INTENDED FOR INSTALLATION IN A PERVIOUS APPLICATION SUCH AS “ECO-PRIORA”, COLOR: GRANITE FUSION, FINISH: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” ECO-PRIORA”, COLOR: GRANITE FUSION, FINISH: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” , COLOR: GRANITE FUSION, FINISH: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” (+/-5” X 10” X 3.125”), HERRINGBONE (AT PARKING STALLS) OR RUNNING BOND (AT ADA PARKING AISLES) PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT X 10” X 3.125”), HERRINGBONE (AT PARKING STALLS) OR RUNNING BOND (AT ADA PARKING AISLES) PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT X 3.125”), HERRINGBONE (AT PARKING STALLS) OR RUNNING BOND (AT ADA PARKING AISLES) PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT ), HERRINGBONE (AT PARKING STALLS) OR RUNNING BOND (AT ADA PARKING AISLES) PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT INFORMATION AND SAMPLE (IF REQUESTED) FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. 5.2. EDGING PAVERS: EDGING PAVERS, SHALL BE PRECAST CONCRETE PAVERS INTENDED FOR INSTALLATION IN A PERVIOUS APPLICATION SUCH AS “ECO-PRIORA”, COLOR: GRANITE FUSION: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” (+/-5” EDGING PAVERS: EDGING PAVERS, SHALL BE PRECAST CONCRETE PAVERS INTENDED FOR INSTALLATION IN A PERVIOUS APPLICATION SUCH AS “ECO-PRIORA”, COLOR: GRANITE FUSION: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” (+/-5” EDGING PAVERS, SHALL BE PRECAST CONCRETE PAVERS INTENDED FOR INSTALLATION IN A PERVIOUS APPLICATION SUCH AS “ECO-PRIORA”, COLOR: GRANITE FUSION: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” (+/-5” ECO-PRIORA”, COLOR: GRANITE FUSION: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” (+/-5” , COLOR: GRANITE FUSION: SMOOTH PREMIER (OR AS APPROVED BY OWNER), RECTANGLE” (+/-5” (+/-5” X 10” X 3.125”), SOLDIER PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT INFORMATION AND SAMPLE (IF REQUESTED) FOR REVIEW AND APPROVAL BY X 3.125”), SOLDIER PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT INFORMATION AND SAMPLE (IF REQUESTED) FOR REVIEW AND APPROVAL BY ), SOLDIER PATTERN AS INDICATED ON DRAWINGS, AS AVAILABLE THROUGH UNILOCK (UNILOCK.COM, OR 1-800-UNILOCK), OR APPROVED EQUAL. PROVIDE PRODUCT INFORMATION AND SAMPLE (IF REQUESTED) FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. 6. GEOTEXTILE FABRIC: PROVIDE PRODUCT INFORMATION OF FABRIC FOR APPROVAL BY OWNER'S REPRESENTATIVE. FABRIC SHALL BE NON-WOVEN GEOTEXTILE AND MEET THE REQUIREMENTS OF TABLE BELOW: GEOTEXTILE FABRIC: PROVIDE PRODUCT INFORMATION OF FABRIC FOR APPROVAL BY OWNER'S REPRESENTATIVE. FABRIC SHALL BE NON-WOVEN GEOTEXTILE AND MEET THE REQUIREMENTS OF TABLE BELOW: : PROVIDE PRODUCT INFORMATION OF FABRIC FOR APPROVAL BY OWNER'S REPRESENTATIVE. FABRIC SHALL BE NON-WOVEN GEOTEXTILE AND MEET THE REQUIREMENTS OF TABLE BELOW: Geotextile Mechanical Property Test Method Minimum Permissible Value Test Method Minimum Permissible Value Minimum Permissible Value Grab Tensile Strength (both directions) ASTM D4632 120 pounds ASTM D4632 120 pounds 120 pounds Grab Elongation ASTM D4632 50 percent ASTM D4632 50 percent 50 percent Mullen Burst Strength ASTM D3786-87 210 psi ASTM D3786-87 210 psi 210 psi Puncture Strength ASTM D3787 310 pounds ASTM D3787 310 pounds 310 pounds Trapezoid Tear Strength ASTM D4533-85 50 pounds ASTM D4533-85 50 pounds 50 pounds Water Flow Rate ASTM D4491-85 135 gal/min/sf ASTM D4491-85 135 gal/min/sf 135 gal/min/sf Equivalent Opening Size (EOS) ASTM D4751 U.S. Std. Sieve #70 ASTM D4751 U.S. Std. Sieve #70 U.S. Std. Sieve #70 Coefficient of Permeability ASTM D4491-85 0.2 cm/secASTM D4491-85 0.2 cm/sec0.2 cm/sec

AutoCAD SHX Text BASE: ASTM No. 57 WASHED, CRUSHED STONE BASE ASTM No. 57 WASHED, CRUSHED STONE BASE (4" MINIMUM DEPTH)

AutoCAD SHX Text CONCRETE PAVER EDGING MORTARED IN PLACE (AT PERIMETER OF ALL PAVER SURFACING WHERE EDGING DOES NOT ABUT WALLS OR CURBING). SET TOP OF PAVER EDGING 1/4" ABOVE ADJACENT PAVER SURFACE (TYPICAL). PLACE ASTM No. 9 WASHED, CRUSHED STONE (OR AS SPECIFIED BY MANUFACTURER'S SPECIFICATIONS) BETWEEN ALL JOINTS AND "SWEEP IN" WITH STIFF BROOM.

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF SUB-BASE

AutoCAD SHX Text PERVIOUS CONCRETE PAVER SURFACING: SPACING TO BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INFILL GAPS WITH ASTM No. 9 WASHED, CRUSHED STONE, OR AS SPECIFIED BY MANUFACTURER'S SPECIFICATIONS.

AutoCAD SHX Text

FINISH GRADE OF ABUTTING SURFACE

AutoCAD SHX Text SUB-BASE (RESERVOIR COURSE): ASTM No 2, OPEN GRADED, ASTM No 2, OPEN GRADED, WASHED, CRUSHED STONE SUB-BASE (9" MINIMUM DEPTH)

AutoCAD SHX Text SETTING BED: ASTM No. 8 WASHED, CRUSHED STONE ASTM No. 8 WASHED, CRUSHED STONE SETTING BED (1.5"-2" DEPTH )

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text ADJACENT CURB OR WALL, FULL BED IMPROVEMENT, OR EXISTING PAVEMENT SURFACING, WHERE APPLICABLE

AutoCAD SHX Text

PAVER PATTERN AT ADA PARKING AISLES

AutoCAD SHX Text

PAVER PATTERN AT ADA PARKING STALLS

AutoCAD SHX Text PERVIOUS PAVER 2 (5" x 10" x 3 ") 18") (SOLDIER COURSE)

AutoCAD SHX Text PERVIOUS PAVER 2 (5" x 10" x 3 ") 18") (RUNNING BOND PATTERN)

AutoCAD SHX Text PERVIOUS PAVER 2 (5" x 10" x 3 ") 18") (SOLDIER COURSE)

AutoCAD SHX Text PERVIOUS PAVER 2 (5" x 10" x 3 ") 18") (45-DEGREE HERRINGBONE PATTERN)

AutoCAD SHX Text

PERVIOUS CONCRETE PAVER SURFACE

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. CELLULAR CONTAINMENT/REINFORCEMENT MAT (OPEN CELL CRUSHED STONE REINFORCING MAT) SHALL BE CRUSHED STONE VEHICULAR SURFACING REINFORCEMENT MAT, SUITABLE FOR CONTAINMENT OF 3/4" AVG AGGREGATE SIZE CRUSHED STONE INFILL, SIMILAR CELLULAR CONTAINMENT/REINFORCEMENT MAT (OPEN CELL CRUSHED STONE REINFORCING MAT) SHALL BE CRUSHED STONE VEHICULAR SURFACING REINFORCEMENT MAT, SUITABLE FOR CONTAINMENT OF 3/4" AVG AGGREGATE SIZE CRUSHED STONE INFILL, SIMILAR OPEN CELL CRUSHED STONE REINFORCING MAT) SHALL BE CRUSHED STONE VEHICULAR SURFACING REINFORCEMENT MAT, SUITABLE FOR CONTAINMENT OF 3/4" AVG AGGREGATE SIZE CRUSHED STONE INFILL, SIMILAR TO 'EZ ROLL PERMEABLE GRAVEL PAVER, AS MANUFACTURED BY NDS, OR EQUAL, COLOR: BLACK, OR AS REQUESTED BY OWNER. WHEN INSTALLED, CELLULAR CONTAINMENT/REINFORCEMENT MAT AND STONE INFILL SHALL PROVIDE A MINIMUM OF H-20 VEHICULAR LOADS 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR PERMEABLE REINFORCED CRUSHED STONE PARKING SURFACING. CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR PERMEABLE REINFORCED CRUSHED STONE PARKING SURFACING. 3. PROVIDE SAMPLE AND SIEVE ANALYSIS OF ALL SUB-BASE, BASE, SETTING BED, AND CRUSHED STONE INFILL MATERIALS FOR APPROVAL BY OWNER'S REPRESENTATIVE. ALL STONE MATERIALS UTILIZED SHALL BE WASHED, CRUSHED, STONE THAT GENERALLY PROVIDE SAMPLE AND SIEVE ANALYSIS OF ALL SUB-BASE, BASE, SETTING BED, AND CRUSHED STONE INFILL MATERIALS FOR APPROVAL BY OWNER'S REPRESENTATIVE. ALL STONE MATERIALS UTILIZED SHALL BE WASHED, CRUSHED, STONE THAT GENERALLY MATCHES THE ASTM DESIGNATIONS NOTED ABOVE. 4. GEOTEXTILE FABRIC: PROVIDE PRODUCT INFORMATION OF FABRIC FOR APPROVAL BY OWNER'S REPRESENTATIVE. FABRIC SHALL BE NON-WOVEN GEOTEXTILE AND MEET THE REQUIREMENTS OF TABLE BELOW: GEOTEXTILE FABRIC: PROVIDE PRODUCT INFORMATION OF FABRIC FOR APPROVAL BY OWNER'S REPRESENTATIVE. FABRIC SHALL BE NON-WOVEN GEOTEXTILE AND MEET THE REQUIREMENTS OF TABLE BELOW: : PROVIDE PRODUCT INFORMATION OF FABRIC FOR APPROVAL BY OWNER'S REPRESENTATIVE. FABRIC SHALL BE NON-WOVEN GEOTEXTILE AND MEET THE REQUIREMENTS OF TABLE BELOW: Geotextile Mechanical Property Test Method Minimum Permissible Value Test Method Minimum Permissible Value Minimum Permissible Value Grab Tensile Strength (both directions) ASTM D4632 120 pounds ASTM D4632 120 pounds 120 pounds Grab Elongation ASTM D4632 50 percent ASTM D4632 50 percent 50 percent Mullen Burst Strength ASTM D3786-87 210 psi ASTM D3786-87 210 psi 210 psi Puncture Strength ASTM D3787 310 pounds ASTM D3787 310 pounds 310 pounds Trapezoid Tear Strength ASTM D4533-85 50 pounds ASTM D4533-85 50 pounds 50 pounds Water Flow Rate ASTM D4491-85 135 gal/min/sf ASTM D4491-85 135 gal/min/sf 135 gal/min/sf Equivalent Opening Size (EOS) ASTM D4751 U.S. Std. Sieve #70 ASTM D4751 U.S. Std. Sieve #70 U.S. Std. Sieve #70 Coefficient of Permeability ASTM D4491-85 0.2 cm/secASTM D4491-85 0.2 cm/sec0.2 cm/sec

AutoCAD SHX Text BASE: ASTM No. 57 (3/4" AVG. AGGREGATE SIZE) ASTM No. 57 (3/4" AVG. AGGREGATE SIZE) WASHED, CRUSHED STONE BASE (4" MINIMUM DEPTH)

AutoCAD SHX Text CONCRETE PAVER EDGING MORTARED IN PLACE (AT PERIMETER OF ALL OPEN CELL REINFORCED GRAVEL SURFACING). SET TOP OF PAVER EDGING 1/4" ABOVE ADJACENT GRAVEL SURFACE (TYPICAL). PLACE ASTM No. 9 WASHED, CRUSHED STONE (OR AS SPECIFIED BY MANUFACTURER'S SPECIFICATIONS) BETWEEN ALL JOINTS AND "SWEEP IN" WITH STIFF BROOM.

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF SUB-BASE

AutoCAD SHX Text CELLULAR CONTAINMENT/REINFORCEMENT MAT (OPEN CELL CRUSHED STONE REINFORCING MAT), WITH OPEN CELL CRUSHED STONE REINFORCING MAT), WITH ATTACHED FILTER FABRIC ON BOTTOM, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: OVERLAP SECTIONS AS REQUIRED

AutoCAD SHX Text

FINISH GRADE OF ABUTTING SURFACE

AutoCAD SHX Text SUB-BASE (RESERVOIR COURSE): ASTM No 2, OPEN GRADED, ASTM No 2, OPEN GRADED, WASHED, CRUSHED STONE SUB-BASE (6" MINIMUM DEPTH)

AutoCAD SHX Text SETTING BED: ASTM No. 8 (3/8" AVG. AGGREGATE SIZE) ASTM No. 8 (3/8" AVG. AGGREGATE SIZE) WASHED, CRUSHED STONE SETTING BED (1.5"-2" DEPTH )

AutoCAD SHX Text FINISH GRADE (TOP OF CRUSHED STONE AND PAVER EDGING): TOP OF CRUSHED STONE SHALL BE 1/4" TO 1/2" ABOVE TOP OF CELLULAR CONTAINMENT/REINFORCEMENT MAT

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text ADJACENT CURB OR WALL, FULL BED IMPROVEMENT, OR EXISTING PAVEMENT SURFACING, WHERE APPLICABLE

AutoCAD SHX Text

PLAN VIEW AND ANCHORING LAYOUT

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OPEN CELL REINFORCED CRUSHED STONE PARKING SURFACING

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NOT TO SCALE

AutoCAD SHX Text CRUSHED STONE INFILL: ASTM No. 57 (3/4" AVG. ASTM No. 57 (3/4" AVG. AGGREGATE SIZE) WASHED, CRUSHED STONE SETTING BED INSTALL FULL DEPTH OF REINFORCEMENT MAT

AutoCAD SHX Text WEATHER RESISTANT ANCHOR (INTEGRATED ANCHORS OR GALVANIZED LANDSCAPE SPIKE AS REQUIRED BY MANUFACTURER): SPACE ANCHORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

AutoCAD SHX Text ANCHORS: IF NOT INTEGRATED AS PAT OF THE MAT, PLACE ANCHOR/WASHER INSIDE RING WALLS AND INSIDE ONE OF THE OPEN SPACES/DEDICATED ANCHOR POINTS, MISSING THE GRID - DO NOT PUNCTURE REINFORCING GRID (TYPICAL)

AutoCAD SHX Text ENSURE TO PLACE ANCHORS ALONG THE PERIMETER OF EACH SECTION OF REINFORCING GRID AND ALL OVERLAP POINTS

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REINFORCING GRID RINGS (TYPICAL)

AutoCAD SHX Text

REINFORCED CRUSHED STONE PARKING SURFACE: SEE DETAIL

CRUSHED STONE BASE MATERIALS FOR PARKING: SEE DETAIL

Details 2:

Site Furnishings

C K ev in

M . A lv er so n, L A

2.

4.

Ta yl or sL an e_ St rm w trI m pr vP rjc t.d w g REVISIONS

REFERENCES:

Project #: 2.390.480

Sheet 4 of 6

EXAMPLE GRANITE BLOCK BENCH IMAGE

(SHOWN FOR ARCHITECTURAL STYLE OF GRANITE BLOCK)

Im ag e co ur te sy o f:

K ev in

M . A lv er so n, LA

Scale: As Shown

Drawn By: KMA

Checked By: KMA/KMJ

Date: July 2025

DATE REVISION

8/29/25 Issued for Bid (BID NUMBER 2025-01)

360 Annaquatucket Road 401.338.0044 Wickford, RI 02852 KevinMAlversonLA.com

Taylor's Lane Green Stormwater Infrastructure Retrofits Project

Assessor's Map 5 Taylor's Lane Little Compton, RI

U.S. Environmental Protection Agency 5 Post Office Square - Suite 100 Boston, MA 02109-3912

Rhode Island Infrastructure Bank 275 Promenade Street, Suit 301 Providence, RI 02908

Town of Little Compton, RI PO Box 226 Little Compton, RI 02837

Project Funding:

Owner:

AutoCAD SHX Text

GRANITE BLOCK BENCH INSTALLATION DETAIL

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NOT TO SCALE

AutoCAD SHX Text NOTE: 1. GRANITE BLOCK BENCH SHALL BE COMPRISED OF GRANITE OR SIMILAR HARDNESS NATURAL STONE AND GENERALLY GRAY OR TAN IN COLOR, WITH A GRANITE BLOCK BENCH SHALL BE COMPRISED OF GRANITE OR SIMILAR HARDNESS NATURAL STONE AND GENERALLY GRAY OR TAN IN COLOR, WITH A BE COMPRISED OF GRANITE OR SIMILAR HARDNESS NATURAL STONE AND GENERALLY GRAY OR TAN IN COLOR, WITH A REASONABLY FLAT FRONT AND TOP AS APPROVED BY OWNER'S REPRESENTATIVE. PROVIDE SUBMITTAL INCLUDING PHOTOS OF GRANITE BLOCK FOR . PROVIDE SUBMITTAL INCLUDING PHOTOS OF GRANITE BLOCK FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. 2. SELECTED GRANITE BLOCK TO BE REVIEWED WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. FINAL ORIENTATION AND LOCATION OF GRANITE SELECTED GRANITE BLOCK TO BE REVIEWED WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. FINAL ORIENTATION AND LOCATION OF GRANITE BLOCK BENCH TO BE AS DIRECTED ON-SITE BY OWNER'S REPRESENTATIVE.

AutoCAD SHX Text GRANITE BLOCK BENCH (GENERALLY 2'-4' X 2'-3' X 2'-2.5' IN SIZE. POSITION GRANITE BLOCK TO ENSURE FLATTEST FACADE IS UTILIZED AS THE TOP TO PROVIDE FOR POTENTIAL SEATING SURFACE. UTILIZE TEMPORARY MARKING METHOD SUCH AS CHALK OR SIMILAR TO MARK BLOCK TOP AND FRONT FOR REVIEW IN FIELD BY OWNER'S REPRESENTATIVE

AutoCAD SHX Text

FINISH GRADE

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UNDISTURBED SUBGRADE

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3/4" MAX. GAP: INFILL WITH 3/8" AVG. AGGREGATE CRUSHED STONE

AutoCAD SHX Text NOTES: 1. THIS DETAIL IS INTENDED TO BE AN ACCURATE GUIDELINE FOR A TYPICAL INSTALLATION OF ALL THIS DETAIL IS INTENDED TO BE AN ACCURATE GUIDELINE FOR A TYPICAL INSTALLATION OF ALL GRANITE (OR SIMILAR) BOLLARDS. 2. GRANITE BOLLARDS SHALL BE GENERALLY GRAY IN COLOR, SIMILAR TO "SALT AND PEPPER GRANITE", GRANITE BOLLARDS SHALL BE GENERALLY GRAY IN COLOR, SIMILAR TO "SALT AND PEPPER GRANITE", OR APPROVED EQUAL. PROVIDE SAMPLE AND PRODUCT INFORMATION FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. 3. MARK LOCATIONS FOR BOLLARDS IN FIELD FOR APPROVAL PRIOR TO INSTALLATION. MARK LOCATIONS FOR BOLLARDS IN FIELD FOR APPROVAL PRIOR TO INSTALLATION. 4. BACKFILL AROUND BOLLARDS TO BE 3/8" AVG. AGGREGATE ANGULAR CRUSHED STONE, BACKFILL AROUND BOLLARDS TO BE 3/8" AVG. AGGREGATE ANGULAR CRUSHED STONE, CONSOLIDATED/COMPACTED AROUND BOLLARD UTILIZING VIBRATORY METHODS AND/OR WETTING OF CRUSHED STONE DURING BACKFILLING OPERATIONS TO ELIMINATE ANY VOIDS AS STONE BACKFILL IS SET.

AutoCAD SHX Text

BOLLARD INSTALLATION DETAIL

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FINISH GRADE

AutoCAD SHX Text GRANITE BOLLARD (7" x 7" x 60")

AutoCAD SHX Text NOTES: 1. THIS DETAIL IS INTENDED TO BE AN ACCURATE GUIDELINE FOR A TYPICAL INSTALLATION OF ALL SITE FURNISHING THIS DETAIL IS INTENDED TO BE AN ACCURATE GUIDELINE FOR A TYPICAL INSTALLATION OF ALL SITE FURNISHING STRUCTURE POSTS AND SUPPORTS, IF REQUESTED, OTHER THAN BOLLARDS AND PET WASTE STATION (SIGNAGE, TRASH ENCLOSURE, ETC.). FINAL INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR EACH INDIVIDUAL SITE FURNISHING STRUCTURE SUPPORT.

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text SITE FURNISHING POST FOOTING (BY OTHERS) (OTHER THAN BOLLARDS AND PET WASTE STATION)

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AutoCAD SHX Text

UNDISTURBED SUBGRADE

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AutoCAD SHX Text SITE FURNISHING POST/SUPPORT OR SIMILAR (SIDE VIEW). ORIENTATION OF SUPPORT SHALL BE DETERMINED ON SITE AS DIRECTED BY OWNER'S REPRESENTATIVE AND IN ACCORDANCE WITH SITE FURNISHING MANUFACTURER'S SPECIFICATIONS.

AutoCAD SHX Text WHERE REQUIRED, GALVANIZED OR STAINLESS STEEL TAMPER RESISTANT STEEL HARDWARE AS PROVIDED BY SITE FURNISHING MANUFACTURER. DRILL AND BOLT SITE FURNISHING SUPPORT POST TO CONCRETE FOOTING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. EPOXY BOLTS IN PLACE. CAULK ANY EXPOSED SEAMS.

AutoCAD SHX Text

FINISH GRADE (AT PERVIOUS PAVER SURFACING)

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FINISH GRADE (WHERE NO PERVIOUS PAVER SURFACING IS SPECIFIED)

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PET WASTE STATION

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AutoCAD SHX Text NOTES: : 1.