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D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Key Sheet\19_keysld01 100.dwg, LD-1, 11/18/2019 2:30:02 PM

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N

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0

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1

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2

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Miles

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T-49-S

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T-50-S

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R-26-E

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R-25-E

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R-26-E

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R-25-E

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STATE OF FLORIDA

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DEPARTMENT OF TRANSPORTATION

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CONTRACT PLANS

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PLANS PREPARED BY:

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SHEET NO.

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FISCAL YEAR

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COLLIER COUNTY (03010000)

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CITY PROJECT MANAGER:

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LD-1

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19

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STATE ROAD NO. 45 (US 41)

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BEE LINE

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EXPRESSWAY

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FLORIDA S

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TURNPIKE

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PENSACOLA

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BEACH

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CITY

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CHIPLEY

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TALLAHASSEE

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JACKSONVILLE

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ST AUGUSTINE

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GAINESVILLE

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OCALA

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DAYTONA BEACH

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DELAND

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NEW PORT RICHEY

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TAMPA

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LAKELAND

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MELBOURNE -

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COCOA

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ORLANDO

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BARTOW

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ST PETERSBURG

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SARASOTA -

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BRADENTON

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FT PIERCE

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FT MYERS

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WEST

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PALM

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BEACH

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FT LAUDERDALE

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MIAMI

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NAPLES

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KEY WEST

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LAKE CITY

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LENGTH OF PROJECT

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ROADWAY

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GROSS LENGTH OF PROJECT

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NET LENGTH OF PROJECT

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BRIDGES

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EXCEPTIONS

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LINEAR FEET

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MILES

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4,012.80

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0.00

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0.00

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.76

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0.000

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.76

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0.000

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.76

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GOVERNING STANDARD SPECIFICATIONS:

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HEATHER SHIELDS, CITY ARBORIST

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LOCATION OF PROJECT

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TO MIAMI

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TO FORT LAUDERDALE

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TO BONITA SPRINGS

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4,012.80

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4,012.80

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VENDOR NO. F592295831

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CERTIFICATE OF AUTHORIZATION NO: LCC000098

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THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G10-11.011, F.A.C.

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Florida Department of Transportation, 2017-18 Design Standards and revised Index Drawings as appended herein, and July 2017 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents.

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5079 Tamiami Trail East * Naples, Florida 34113

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DESIGN * ENVIRONMENTAL MANAGEMENT * PLANNING

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Landscape Architecture

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Phone: (239) 417-0707 Fax: (239) 417-0708

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Certificate of Authorization LC-C000098 - Michael A. McGee, LA-0000864

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LANDSCAPE PLANS

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COMPONENTS OF CONTRACT PLANS SET

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SHEET DESCRIPTION KEY SHEET SIGNATURE SHEET SUMMARY OF PAY ITEMS GENERAL NOTES PROJECT LAYOUT LANDSCAPE PLAN LANDSCAPE DETAILS & LEGEND IRRIGATION PLAN IRRIGATION DETAILS, LEGEND & NOTES TABULATION OF QUANTITIES AND PLANT SCHEDULE IRRIGATION TABULATION OF QUANTITIES

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SHEET NO. LD-1 LD-2 LD-3 LD-4 & 5 LD-6 LD-7 THRU 15 LD-16 LD-17 THRU 25 LD-26 & 27 LD-28 LD-29

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INDEX OF LANDSCAPE PLANS

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1. TOTAL LANDSCAPE AREA = LESS THAN 1.6 ACRES. TOTAL LANDSCAPE AREA = LESS THAN 1.6 ACRES. 2. TOTAL EXCAVATED AREA = LESS THAN 1 ACRE. TOTAL EXCAVATED AREA = LESS THAN 1 ACRE. 3. EPA NPDES PERMIT NOT REQUIRED FOR PROJECTS LESS THAN 1 ACRES EXCAVATED. EPA NPDES PERMIT NOT REQUIRED FOR PROJECTS LESS THAN 1 ACRES EXCAVATED. 4. NO CLEARING OF ANY NATIVE VEGETATION WILL TAKE PLACE. NO CLEARING OF ANY NATIVE VEGETATION WILL TAKE PLACE. 5. FDOT OUTDOOR ADVERTISING DATABASE REVIEWED AND NO BILLBOARDS PRESENT. FDOT OUTDOOR ADVERTISING DATABASE REVIEWED AND NO BILLBOARDS PRESENT. 6. DESIGN SPEED 45 MPH; POSTED SPEED 45, 40 & 30 MPHDESIGN SPEED 45 MPH; POSTED SPEED 45, 40 & 30 MPH

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GENERAL PROJECT DECLARATONS

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L.A. NO.: LA0000864

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LANDSCAPE ARCHITECT OF RECORD:

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LANDSCAPE PLANS

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MICHAEL A. McGEE, RLA

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PREPARED FOR:

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COORDINATING CITY AGENCY:

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CITY OF NAPLES CITY COUNCIL NAPLES CITY HALL 735 8TH AVE. SOUTH NAPLES, FLORIDA 34102

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COMMUNITY SERVICES DEPARTMENT HEATHER SHIELDS, CITY ARBORIST 280 RIVERSIDE CIRCLE NAPLES, FLORIDA 34102 (239) 213-7136

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CITY OF NAPLES CITY COUNCIL

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CITY OF NAPLES PROJECT ID 19F32

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Florida Department of Transportation, FY 2018-19 Standards plans for Road and Bridge Construction and applicable Interim Revisions (IRs).

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Standards plans for Road Construction and associated IRs are available at the following website:http://www.fdot.gov/design/standardplans

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COMMUNITY SERVICES DEPARTMENT

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GOVERNING STANDARD PLANS:

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LANDSCAPE SHOP DRAWINGS TO BE SUBMITTED TO: MICHAEL A. MCGEE, RLA, ISA 5079 TAMAIMAI TRAIL EAST NAPLES FLORIDA 34113 (239) 417-0707 OFFICE (239) 417 0708 FAX [email protected]

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Florida Department of Transportation, 2017-18 Design Standards and revised Index Drawings as appended herein, and July 2017 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents.

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BEGIN PROJECT STA. 108+12.35 MP 11.035

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END PROJECT STA. 146+53.97 MP 10.275

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-02Sgnld01, 11/18/2019 2:51:19 PM

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SHEET No. SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION LD-1 KEY SHEET KEY SHEET LD-2 SIGNATURE SHEET SIGNATURE SHEET LD-3 SUMMARY OF PAY ITEMS SUMMARY OF PAY ITEMS LD-4 & 5 GENERAL NOTES GENERAL NOTES LD-6 PROJECT LAYOUT PROJECT LAYOUT LD-7 THRU 15 LANDSCAPE PLANS LANDSCAPE PLANS LD-16 LANDSCAPE DETAILS & LEGEND LANDSCAPE DETAILS & LEGEND LD-17 THRU 25 IRRIGATION PLANS IRRIGATION PLANS LD-26 & 27 IRRIGATION DETAILS, LEGEND & NOTES IRRIGATION DETAILS, LEGEND & NOTES LD-28 TABULATION OF QUANTITIES & PLANT SCHEDULE TABULATION OF QUANTITIES & PLANT SCHEDULE LD-29 IRRIGATION TABULATION OF QUANTITIESIRRIGATION TABULATION OF QUANTITIES

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MCGEE & ASSOCIATES 5079 TAMIAMI TRAIL EAST NAPLES, FLORIDA 34113 CERTIFICATE OF AUTHORIZATION NO. LCC000098 MICHAEL A. MCGEE, L.A. NO. LA0000864

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THE ABOVE NAMED LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G10-11.011, F.A.C.

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THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY:

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PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS.

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INDEX OF LANDSCAPE PLANS

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DATE

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PROJECT ID

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SHEET

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NO.

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Certificate of Authorization LC-C000098

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-2

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LANDSCAPE PLAN

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SIGNATURE SHEET

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NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 61G10-11.011,F.A.C.

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SR45

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COLLIER

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19F32

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19F32

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-03Sumpild01, 11/18/2019 2:27:09 PM

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SUMMARY OF LANDSCAPE PLAN PAY ITEMS

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ITEM NUMBER

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ITEM DESCRIPTION

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UNIT

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QUANTITY TOTAL

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QUANTITY TOTAL

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101-1 *

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MOBILIZATION

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LS

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1

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0

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102-1 *

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MAINTENANCE OF TRAFFIC

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LS

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1

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0

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110-1-1

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CLEARING AND GRUBBING (REMOVAL OF SPECIFIED EXISTING SURFACE VEGETATION)

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SY

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3663

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0

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580-1-1

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LANDSCAPE COMPLETE-SMALL PLANTS

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LS

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1

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0

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580-1-2

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LANDSCAPE COMPLETE-LARGE PLANTS

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LS

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1

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0

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590-70 *

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IRRIGATION SYSTEM

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LS

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1

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0

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NOTES: * IDENTIFIES ITEMS NORMALLY REQUIRING SUBMITTALS, SHOP DRAWINGS, PHOTOS AND/OR PLANS. CONTRACTOR SHALL DETERMINE OTHER ITEMS THAT REQUIRE SHOP DRAWINGS FOR SUBMITTALS. THESE PAY ITEMS ARE PROVIDED FOR THE PURPOSES OF DESCRIBING WORK TO BE PERFORMED IN ACCORDANCE TO FDOT SPECIFICATIONS. PAY ITEM DESCRIPTIONS ARE FOUND IN THE DEPARTMENTS BASIS OF ESTIMATE MANUAL.

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PAY ITEM NOTES 101-1 MOBILIZATION A. 10% OF PROJECT BASE BID TOTAL MOBILIZATION LIMIT PLUS BOND COST. 10% OF PROJECT BASE BID TOTAL MOBILIZATION LIMIT PLUS BOND COST. B. PARTIAL PAYMENTS: PARTIAL PAYMENTS: 120 DAY OR LESS CONTRACT 50% OF MOBILIZATION AMOUNT ON 1ST AND 2ND MONTH OF CONTRACT PERIOD. GREATER THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST PERIOD. GREATER THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST PERIOD. GREATER THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST GREATER THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST GREATER THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST THAN 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST 120 DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST DAY CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST CONTRACT 25% OF MOBILIZATION AMOUNT IN 1ST 25% OF MOBILIZATION AMOUNT IN 1ST 25% OF MOBILIZATION AMOUNT IN 1ST OF MOBILIZATION AMOUNT IN 1ST OF MOBILIZATION AMOUNT IN 1ST MOBILIZATION AMOUNT IN 1ST MOBILIZATION AMOUNT IN 1ST AMOUNT IN 1ST AMOUNT IN 1ST IN 1ST IN 1ST 1ST 1ST (4) MONTHS OF CONTRACT PERIOD. C. INCLUDES ALL BOND COST. INCLUDES ALL BOND COST. 102-1 MAINTENANCE OF TRAFFIC A. INCLUDES COMPLIANCE WITH APPLICABLE FDOT DESIGN STANDARDS 600 SERIES INDEXES, FDOT INCLUDES COMPLIANCE WITH APPLICABLE FDOT DESIGN STANDARDS 600 SERIES INDEXES, FDOT SPECIFICATIONS SECTION 102 MAINTENANCE OF TRAFFIC (MOT) AND DISTRICT 1 (MOT) POLICY.. B. INCLUDES COMPLIANCE WITH CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND INCLUDES COMPLIANCE WITH CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND COMPLIANCE WITH CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND COMPLIANCE WITH CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND WITH CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND WITH CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND CITY OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND OF NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND NAPLES MAINTENANCE OF TRAFFIC (MOT) POLICY AND MAINTENANCE OF TRAFFIC (MOT) POLICY AND MAINTENANCE OF TRAFFIC (MOT) POLICY AND OF TRAFFIC (MOT) POLICY AND OF TRAFFIC (MOT) POLICY AND TRAFFIC (MOT) POLICY AND TRAFFIC (MOT) POLICY AND (MOT) POLICY AND (MOT) POLICY AND POLICY AND POLICY AND AND AND RIGHT-OF-WAY PERMITTING REQUIREMENTS AND SUBMITTALS. 110-1-1 CLEARING AND GRUBBING A. INCLUDES APPLICATIONS OF BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN INCLUDES APPLICATIONS OF BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN APPLICATIONS OF BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN APPLICATIONS OF BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN OF BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN OF BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN BOTH (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN (2)-POST-EMERGENT AND (1)-PRE-EMERGENT HERBICIDE IN AND (1)-PRE-EMERGENT HERBICIDE IN AND (1)-PRE-EMERGENT HERBICIDE IN (1)-PRE-EMERGENT HERBICIDE IN (1)-PRE-EMERGENT HERBICIDE IN HERBICIDE IN HERBICIDE IN IN IN ALL PROPOSED PLANTING AND MULCH AREAS. B. INCLUDES REMOVAL OF ANY SURFACE VEGETATION (E.G. WEEDS, FERNS, MIMOSA, JUNIPER, FLAX INCLUDES REMOVAL OF ANY SURFACE VEGETATION (E.G. WEEDS, FERNS, MIMOSA, JUNIPER, FLAX LILY) WITHIN THE MEDIANS. C. INCLUDES REMOVAL OF ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS INCLUDES REMOVAL OF ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS REMOVAL OF ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS REMOVAL OF ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS OF ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS OF ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS ALL EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS EXISTING DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS DRIP TUBING IRRIGATION SYSTEMS AND COMPONENTS AS TUBING IRRIGATION SYSTEMS AND COMPONENTS AS TUBING IRRIGATION SYSTEMS AND COMPONENTS AS IRRIGATION SYSTEMS AND COMPONENTS AS IRRIGATION SYSTEMS AND COMPONENTS AS SYSTEMS AND COMPONENTS AS SYSTEMS AND COMPONENTS AS AND COMPONENTS AS AND COMPONENTS AS COMPONENTS AS COMPONENTS AS AS AS NOTED. 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS A. INCLUDES SOIL STRUCTURE IMPROVEMENTS UNDER SOIL ENHANCEMENT. INCLUDES SOIL STRUCTURE IMPROVEMENTS UNDER SOIL ENHANCEMENT. 590-70 IRRIGATION SYSTEM A. INCLUDES INSTALLATION PER IRRIGATION PLANS, NOTES, DETAILS AND SPECIFICATIONS. INCLUDES INSTALLATION PER IRRIGATION PLANS, NOTES, DETAILS AND SPECIFICATIONS. B. INCLUDES COORDINATION WITH CITY STAFF FOR ADJUSTMENTS AND OPERATION.INCLUDES COORDINATION WITH CITY STAFF FOR ADJUSTMENTS AND OPERATION.

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-3

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LANDSCAPE PLAN

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SUMMARY OF PAY ITEMS

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19F32

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COLLIER

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SR45

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SR45

≤

≤

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UTILITY OWNER CONTACT INFORMATION 1. CITY OF NAPLES (SEWER) (239) 213-4712 CITY OF NAPLES (SEWER) (239) 213-4712 (239) 213-4712 213-4712 2. CITY OF NAPLES (WATER) (239) 213-4712 CITY OF NAPLES (WATER) (239) 213-4712 (239) 213-4712 213-4712 3. COLLIER COUNTY INFORMATION COLLIER COUNTY INFORMATION TECHNOLOGY (IT) (FIBER) (239) 252-6205 (239) 252-6205 252-6205 4. COMCAST (754) 221-1254 COMCAST (754) 221-1254 (754) 221-1254 221-1254 5. FPL - COLLIER (ELECTRIC & LIGHT) (386) 586-6403 FPL - COLLIER (ELECTRIC & LIGHT) (386) 586-6403 (386) 586-6403 586-6403 6. CROWN CASTLE FIBER (FIBER) (786) 610-7073 CROWN CASTLE FIBER (FIBER) (786) 610-7073 (786) 610-7073 610-7073 7. SUMMIT BROADBAND INC. (FIBER) (239) 325-4105 X261 SUMMIT BROADBAND INC. (FIBER) (239) 325-4105 X261 (239) 325-4105 X261 325-4105 X261 11. TECO PEOPLES GAS- FT. MYERS (813) 275-3783 TECO PEOPLES GAS- FT. MYERS (813) 275-3783 (813) 275-3783 275-3783 12. CENTURYLINK (PHONE & FIBER OPTIC) (239) 263-6234 CENTURYLINK (PHONE & FIBER OPTIC) (239) 263-6234 (239) 263-6234 263-6234 13. AMERIGAS DBA BALGAS (239) 216-0843 AMERIGAS DBA BALGAS (239) 216-0843 (239) 216-0843 216-0843

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GENERAL NOTES PROJECT SIGHT LIMITS & CLEAR ZONE DISTANCES S.R. 45 (US 41) (TAMIAMI TRAIL NORTH) (7TH AVE. N TO FLEISCHMANN BLVD.) 45 (US 41) (TAMIAMI TRAIL NORTH) (7TH AVE. N TO FLEISCHMANN BLVD.) DESIGN SPEED: 45 MPH ROADWAY POSTED SPEED: 30, 40 & 45 MPH TOPIC #625-000-002, FDOT DESIGN MANUAL JANUARY 1, 2019 212 INTERSECTIONS 212.11.3 - SIGNAL CONTROL (AASHTO CASE D) EXHIBIT 212-7 - INTERSECTION SIGHT DISTANCE: 6 LANE DIVIDED 22' OR LESS MEDIANS (P) DESIGN SPEED 45 MPH - dx= 625 FT., dL= 445 FT., dr= 115 FT., dm= 530 FT. TABLE 212.11.1 - SIGHT DISTANCE FOR LEFT TURN FROM HIGHWAY: DESIGN SPEED 45 MPH - da= 430 FT., db= 165 FT., MEDIAN LATERAL OFFSET 6 FT. 212.11.6 - TREES AND VEGETATION FIGURE 212.11.2 - WINDOW DETAIL TABLE 212.11.3 - MINIMUM TREE SPACING (WITHIN LIMITS OF CLEAR SIGHT TRIANGLE: DESIGN SPEED 45: 40 FT. (4" < TREE DIAMETER 11") 11") 135 FT. (11" < TREE DIAMETER 18") 18") FIGURE 212.11.5 - SPECIAL AREAS LIMITED TO GROUND COVER: 100' FOR <50 MPH

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PROJECT LANDSCAPE "OFF-SETS"

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ITEM

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DRAINAGE STRUCTURES

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UNDERGROUND UTILITIES

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OVERHEAD UTILITIES

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TRAFFIC SIGNS

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TREES

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15 FT.

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15 FT.

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25 FT.

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8 FT.

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PALMS

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15 FT.

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15 FT.

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25 FT.

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8 FT.

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SHRUBS

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15 FT.

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15 FT.

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15 FT.

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8 FT.

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LANDSCAPE NOTES: THESE SPECIFICATIONS ARE IN ADDITION TO CITY OF NAPLES AND/OR SPECIFICATIONS ARE IN ADDITION TO CITY OF NAPLES AND/OR SPECIFICATIONS ARE IN ADDITION TO CITY OF NAPLES AND/OR ARE IN ADDITION TO CITY OF NAPLES AND/OR ARE IN ADDITION TO CITY OF NAPLES AND/OR IN ADDITION TO CITY OF NAPLES AND/OR IN ADDITION TO CITY OF NAPLES AND/OR ADDITION TO CITY OF NAPLES AND/OR ADDITION TO CITY OF NAPLES AND/OR TO CITY OF NAPLES AND/OR TO CITY OF NAPLES AND/OR CITY OF NAPLES AND/OR CITY OF NAPLES AND/OR OF NAPLES AND/OR OF NAPLES AND/OR NAPLES AND/OR NAPLES AND/OR AND/OR AND/OR FDOT STANDARD SPECIFICATIONS AND DESIGN STANDARDS. 1) QUALIFICATIONS: QUALIFICATIONS: THE LANDSCAPE CONTRACTOR SHALL BE PROPERLY LICENSED AND LANDSCAPE CONTRACTOR SHALL BE PROPERLY LICENSED AND LANDSCAPE CONTRACTOR SHALL BE PROPERLY LICENSED AND CONTRACTOR SHALL BE PROPERLY LICENSED AND CONTRACTOR SHALL BE PROPERLY LICENSED AND SHALL BE PROPERLY LICENSED AND SHALL BE PROPERLY LICENSED AND BE PROPERLY LICENSED AND BE PROPERLY LICENSED AND PROPERLY LICENSED AND PROPERLY LICENSED AND LICENSED AND LICENSED AND AND AND INSURED TO PERFORM LANDSCAPE AND IRRIGATION WORK IN CITY OF TO PERFORM LANDSCAPE AND IRRIGATION WORK IN CITY OF TO PERFORM LANDSCAPE AND IRRIGATION WORK IN CITY OF PERFORM LANDSCAPE AND IRRIGATION WORK IN CITY OF PERFORM LANDSCAPE AND IRRIGATION WORK IN CITY OF LANDSCAPE AND IRRIGATION WORK IN CITY OF LANDSCAPE AND IRRIGATION WORK IN CITY OF AND IRRIGATION WORK IN CITY OF AND IRRIGATION WORK IN CITY OF IRRIGATION WORK IN CITY OF IRRIGATION WORK IN CITY OF WORK IN CITY OF WORK IN CITY OF IN CITY OF IN CITY OF CITY OF CITY OF OF OF NAPLES AND WITHIN FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.) RIGHTS-OF-WAY. 2) UTILITY LOCATES: UTILITY LOCATES: A. THE CONTRACTOR IS CAUTIONED TO BE AWARE OF THE CONTRACTOR IS CAUTIONED TO BE AWARE OF UNDERGROUND AND OVERHEAD UTILITIES. PRIOR TO EXCAVATION AND OVERHEAD UTILITIES. PRIOR TO EXCAVATION AND OVERHEAD UTILITIES. PRIOR TO EXCAVATION OVERHEAD UTILITIES. PRIOR TO EXCAVATION OVERHEAD UTILITIES. PRIOR TO EXCAVATION UTILITIES. PRIOR TO EXCAVATION UTILITIES. PRIOR TO EXCAVATION PRIOR TO EXCAVATION PRIOR TO EXCAVATION TO EXCAVATION TO EXCAVATION EXCAVATION EXCAVATION AND INSTALLATION, THE CONTRACTOR SHALL CHECK WITH THE CONTRACTOR SHALL CHECK WITH SUNSHINE STATE ONE-CALL OF FLORIDA / "811", AND LOCAL OF FLORIDA / "811", AND LOCAL FLORIDA / "811", AND LOCAL FLORIDA / "811", AND LOCAL / "811", AND LOCAL / "811", AND LOCAL "811", AND LOCAL "811", AND LOCAL AND LOCAL AND LOCAL LOCAL LOCAL UTILITY AGENCIES FOR CURRENT CONTACT INFORMATION AND AGENCIES FOR CURRENT CONTACT INFORMATION AND AGENCIES FOR CURRENT CONTACT INFORMATION AND FOR CURRENT CONTACT INFORMATION AND FOR CURRENT CONTACT INFORMATION AND CURRENT CONTACT INFORMATION AND CURRENT CONTACT INFORMATION AND CONTACT INFORMATION AND CONTACT INFORMATION AND INFORMATION AND INFORMATION AND AND AND LOCATION OF ALL UTILITIES PER FLORIDA STATUE 553.851 (1979) OR AS AMENDED BEFORE BEGINNING WORK. B. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL FIELD PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL FIELD LOCATE ALL ABOVE GROUND, AT GRADE AND UNDERGROUND ALL ABOVE GROUND, AT GRADE AND UNDERGROUND ABOVE GROUND, AT GRADE AND UNDERGROUND ABOVE GROUND, AT GRADE AND UNDERGROUND GROUND, AT GRADE AND UNDERGROUND GROUND, AT GRADE AND UNDERGROUND AT GRADE AND UNDERGROUND AT GRADE AND UNDERGROUND GRADE AND UNDERGROUND GRADE AND UNDERGROUND AND UNDERGROUND AND UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES. ALL AT GRADE UTILITY BOXES AND MANHOLE AT GRADE UTILITY BOXES AND MANHOLE ACCESS POINTS WITHIN THE MEDIANS SHALL BE MARKED AND MEDIANS SHALL BE MARKED AND SHALL BE MARKED AND SHALL BE MARKED AND BE MARKED AND BE MARKED AND MARKED AND MARKED AND AND AND BARRICADED OFF FOR PROTECTION. 3) SUBMITTALS: SUBMITTALS: A. SUPPLY THE FOLLOWING ITEMS FOR REVIEW AND APPROVAL: SUPPLY THE FOLLOWING ITEMS FOR REVIEW AND APPROVAL: 1. EXAMPLE PHOTO SUBMITTALS OF ALL PLANT MATERIALS EXAMPLE PHOTO SUBMITTALS OF ALL PLANT MATERIALS PHOTO SUBMITTALS OF ALL PLANT MATERIALS PHOTO SUBMITTALS OF ALL PLANT MATERIALS SUBMITTALS OF ALL PLANT MATERIALS SUBMITTALS OF ALL PLANT MATERIALS OF ALL PLANT MATERIALS OF ALL PLANT MATERIALS ALL PLANT MATERIALS ALL PLANT MATERIALS PLANT MATERIALS PLANT MATERIALS MATERIALS MATERIALS THAT CLEARLY SHOWS CLEAR TRUNK HEIGHT, ROOT BALL CLEARLY SHOWS CLEAR TRUNK HEIGHT, ROOT BALL CLEARLY SHOWS CLEAR TRUNK HEIGHT, ROOT BALL SHOWS CLEAR TRUNK HEIGHT, ROOT BALL SHOWS CLEAR TRUNK HEIGHT, ROOT BALL CLEAR TRUNK HEIGHT, ROOT BALL CLEAR TRUNK HEIGHT, ROOT BALL TRUNK HEIGHT, ROOT BALL TRUNK HEIGHT, ROOT BALL HEIGHT, ROOT BALL HEIGHT, ROOT BALL ROOT BALL ROOT BALL BALL BALL MEASUREMENT, FOLIAGE, AND EVIDENCE OF REGENERATED FOLIAGE, AND EVIDENCE OF REGENERATED FOLIAGE, AND EVIDENCE OF REGENERATED AND EVIDENCE OF REGENERATED AND EVIDENCE OF REGENERATED EVIDENCE OF REGENERATED EVIDENCE OF REGENERATED OF REGENERATED OF REGENERATED REGENERATED REGENERATED ROOTS (WHEN APPLICABLE). PHOTOS SHALL CONTAIN MEASURING DEVICE TO SHOW HEIGHTS. PHOTOS SHALL BE DEVICE TO SHOW HEIGHTS. PHOTOS SHALL BE DEVICE TO SHOW HEIGHTS. PHOTOS SHALL BE TO SHOW HEIGHTS. PHOTOS SHALL BE TO SHOW HEIGHTS. PHOTOS SHALL BE SHOW HEIGHTS. PHOTOS SHALL BE SHOW HEIGHTS. PHOTOS SHALL BE HEIGHTS. PHOTOS SHALL BE HEIGHTS. PHOTOS SHALL BE PHOTOS SHALL BE PHOTOS SHALL BE SHALL BE SHALL BE BE BE SUBMITTED FOR EACH PLANT SPECIES AND CONVEY THE FOR EACH PLANT SPECIES AND CONVEY THE FOR EACH PLANT SPECIES AND CONVEY THE EACH PLANT SPECIES AND CONVEY THE EACH PLANT SPECIES AND CONVEY THE PLANT SPECIES AND CONVEY THE PLANT SPECIES AND CONVEY THE SPECIES AND CONVEY THE SPECIES AND CONVEY THE AND CONVEY THE AND CONVEY THE CONVEY THE CONVEY THE THE THE MINIMUM CHARACTERISTICS TO DETERMINE THAT THE PLANTS MEET A FLORIDA GRADES & STANDARDS NUMBER MEET A FLORIDA GRADES & STANDARDS NUMBER MEET A FLORIDA GRADES & STANDARDS NUMBER A FLORIDA GRADES & STANDARDS NUMBER A FLORIDA GRADES & STANDARDS NUMBER FLORIDA GRADES & STANDARDS NUMBER FLORIDA GRADES & STANDARDS NUMBER GRADES & STANDARDS NUMBER GRADES & STANDARDS NUMBER & STANDARDS NUMBER & STANDARDS NUMBER STANDARDS NUMBER STANDARDS NUMBER NUMBER NUMBER ONE OR BETTER GRADE. 2. SAMPLE OF MULCH MATERIAL. SAMPLE OF MULCH MATERIAL. 3. FERTILIZER ANALYSIS AND MANUFACTURER'S LABEL FERTILIZER ANALYSIS AND MANUFACTURER'S LABEL SHOWING RECOMMENDED APPLICATION RATES. 4. SUBMIT CERTIFIED AS-BUILT / RECORD DRAWING PLANS SUBMIT CERTIFIED AS-BUILT / RECORD DRAWING PLANS CERTIFIED AS-BUILT / RECORD DRAWING PLANS CERTIFIED AS-BUILT / RECORD DRAWING PLANS AS-BUILT / RECORD DRAWING PLANS AS-BUILT / RECORD DRAWING PLANS / RECORD DRAWING PLANS / RECORD DRAWING PLANS RECORD DRAWING PLANS RECORD DRAWING PLANS DRAWING PLANS DRAWING PLANS PLANS PLANS TO THE LANDSCAPE ARCHITECT OF RECORD AND THE PROJECT MANAGER WITHIN 14 DAYS FROM THE PROJECT'S MANAGER WITHIN 14 DAYS FROM THE PROJECT'S MANAGER WITHIN 14 DAYS FROM THE PROJECT'S WITHIN 14 DAYS FROM THE PROJECT'S WITHIN 14 DAYS FROM THE PROJECT'S 14 DAYS FROM THE PROJECT'S 14 DAYS FROM THE PROJECT'S DAYS FROM THE PROJECT'S DAYS FROM THE PROJECT'S FROM THE PROJECT'S FROM THE PROJECT'S THE PROJECT'S THE PROJECT'S PROJECT'S PROJECT'S FINAL ACCEPTANCE. 5. IRRIGATION PIPING, CONDUITS, VALVES, WIRING AND ANY IRRIGATION PIPING, CONDUITS, VALVES, WIRING AND ANY PIPING, CONDUITS, VALVES, WIRING AND ANY PIPING, CONDUITS, VALVES, WIRING AND ANY CONDUITS, VALVES, WIRING AND ANY CONDUITS, VALVES, WIRING AND ANY VALVES, WIRING AND ANY VALVES, WIRING AND ANY WIRING AND ANY WIRING AND ANY AND ANY AND ANY ANY ANY OTHER REQUIRED IRRIGATION SYSTEM COMPONENT DATA REQUIRED IRRIGATION SYSTEM COMPONENT DATA REQUIRED IRRIGATION SYSTEM COMPONENT DATA IRRIGATION SYSTEM COMPONENT DATA IRRIGATION SYSTEM COMPONENT DATA SYSTEM COMPONENT DATA SYSTEM COMPONENT DATA COMPONENT DATA COMPONENT DATA DATA DATA SHEETS. 6. PREPARE AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN.PREPARE AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN. AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN.AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN. SUBMIT A MAINTENANCE OF TRAFFIC PLAN.SUBMIT A MAINTENANCE OF TRAFFIC PLAN. A MAINTENANCE OF TRAFFIC PLAN.A MAINTENANCE OF TRAFFIC PLAN. MAINTENANCE OF TRAFFIC PLAN.MAINTENANCE OF TRAFFIC PLAN. OF TRAFFIC PLAN.OF TRAFFIC PLAN. TRAFFIC PLAN.TRAFFIC PLAN. PLAN.PLAN.4) PLAN DEVIATIONS: PLAN DEVIATIONS: THE PROJECT MANAGER / LANDSCAPE ARCHITECT SHALL APPROVE PROJECT MANAGER / LANDSCAPE ARCHITECT SHALL APPROVE PROJECT MANAGER / LANDSCAPE ARCHITECT SHALL APPROVE MANAGER / LANDSCAPE ARCHITECT SHALL APPROVE MANAGER / LANDSCAPE ARCHITECT SHALL APPROVE / LANDSCAPE ARCHITECT SHALL APPROVE / LANDSCAPE ARCHITECT SHALL APPROVE LANDSCAPE ARCHITECT SHALL APPROVE LANDSCAPE ARCHITECT SHALL APPROVE ARCHITECT SHALL APPROVE ARCHITECT SHALL APPROVE SHALL APPROVE SHALL APPROVE APPROVE APPROVE ANY DEVIATIONS FROM THE PLANS THAT MAY AFFECT THE DESIGN DEVIATIONS FROM THE PLANS THAT MAY AFFECT THE DESIGN DEVIATIONS FROM THE PLANS THAT MAY AFFECT THE DESIGN FROM THE PLANS THAT MAY AFFECT THE DESIGN FROM THE PLANS THAT MAY AFFECT THE DESIGN THE PLANS THAT MAY AFFECT THE DESIGN THE PLANS THAT MAY AFFECT THE DESIGN PLANS THAT MAY AFFECT THE DESIGN PLANS THAT MAY AFFECT THE DESIGN THAT MAY AFFECT THE DESIGN THAT MAY AFFECT THE DESIGN MAY AFFECT THE DESIGN MAY AFFECT THE DESIGN AFFECT THE DESIGN AFFECT THE DESIGN THE DESIGN THE DESIGN DESIGN DESIGN INTENT OR IS AN ISSUE WITH VEHICULAR OR PEDESTRIAN SAFETY. WITH VEHICULAR OR PEDESTRIAN SAFETY. VEHICULAR OR PEDESTRIAN SAFETY. VEHICULAR OR PEDESTRIAN SAFETY. OR PEDESTRIAN SAFETY. OR PEDESTRIAN SAFETY. PEDESTRIAN SAFETY. PEDESTRIAN SAFETY. SAFETY. SAFETY. INSTALL NO PLANT MATERIALS THAT WILL BLOCK OR CREATE MATERIALS THAT WILL BLOCK OR CREATE CONFLICTS WITH TRAFFIC CONTROL SIGNS, STREET LIGHTS, OVERHEAD WITH TRAFFIC CONTROL SIGNS, STREET LIGHTS, OVERHEAD WITH TRAFFIC CONTROL SIGNS, STREET LIGHTS, OVERHEAD TRAFFIC CONTROL SIGNS, STREET LIGHTS, OVERHEAD TRAFFIC CONTROL SIGNS, STREET LIGHTS, OVERHEAD CONTROL SIGNS, STREET LIGHTS, OVERHEAD CONTROL SIGNS, STREET LIGHTS, OVERHEAD SIGNS, STREET LIGHTS, OVERHEAD SIGNS, STREET LIGHTS, OVERHEAD STREET LIGHTS, OVERHEAD STREET LIGHTS, OVERHEAD LIGHTS, OVERHEAD LIGHTS, OVERHEAD OVERHEAD OVERHEAD AND UNDERGROUND UTILITIES, ACCESS WAYS, OR FIRE HYDRANTS. UNDERGROUND UTILITIES, ACCESS WAYS, OR FIRE HYDRANTS. UNDERGROUND UTILITIES, ACCESS WAYS, OR FIRE HYDRANTS. UTILITIES, ACCESS WAYS, OR FIRE HYDRANTS. UTILITIES, ACCESS WAYS, OR FIRE HYDRANTS. ACCESS WAYS, OR FIRE HYDRANTS. ACCESS WAYS, OR FIRE HYDRANTS. WAYS, OR FIRE HYDRANTS. WAYS, OR FIRE HYDRANTS. OR FIRE HYDRANTS. OR FIRE HYDRANTS. FIRE HYDRANTS. FIRE HYDRANTS. HYDRANTS. HYDRANTS. IMMEDIATELY NOTIFY THE PROJECT MANAGER / LANDSCAPE ARCHITECT WHEN ANY OF THESE ISSUES ARE ENCOUNTERED. 5) SITE PREPARATION: SITE PREPARATION: A. CONTRACTOR SHALL LOCATE EXISTING DRIP TUBING IRRIGATION CONTRACTOR SHALL LOCATE EXISTING DRIP TUBING IRRIGATION SHALL LOCATE EXISTING DRIP TUBING IRRIGATION SHALL LOCATE EXISTING DRIP TUBING IRRIGATION LOCATE EXISTING DRIP TUBING IRRIGATION LOCATE EXISTING DRIP TUBING IRRIGATION EXISTING DRIP TUBING IRRIGATION EXISTING DRIP TUBING IRRIGATION DRIP TUBING IRRIGATION DRIP TUBING IRRIGATION TUBING IRRIGATION TUBING IRRIGATION IRRIGATION IRRIGATION COMPONENT BOXES PRIOR TO REMOVING THE DRIP TUBING SYSTEM FLUSH VALVES, FILTERS AND PRESSURE REGULATORS. B. EXISTING ZONE CONTROL VALVES SHALL BE LOCATED AND EXISTING ZONE CONTROL VALVES SHALL BE LOCATED AND LATERAL PIPING CAPPED DOWNSTREAM OF THE VALVE BOX. C. CONTRACTOR SHALL REMOVE ALL DRIP LINE TUBING AND ALL CONTRACTOR SHALL REMOVE ALL DRIP LINE TUBING AND ALL SHALL REMOVE ALL DRIP LINE TUBING AND ALL SHALL REMOVE ALL DRIP LINE TUBING AND ALL REMOVE ALL DRIP LINE TUBING AND ALL REMOVE ALL DRIP LINE TUBING AND ALL ALL DRIP LINE TUBING AND ALL ALL DRIP LINE TUBING AND ALL DRIP LINE TUBING AND ALL DRIP LINE TUBING AND ALL LINE TUBING AND ALL LINE TUBING AND ALL TUBING AND ALL TUBING AND ALL AND ALL AND ALL ALL ALL COMPONENTS LESS ZONE CONTROL VALVES, OF THE EXISTING LESS ZONE CONTROL VALVES, OF THE EXISTINGLESS ZONE CONTROL VALVES, OF THE EXISTING ZONE CONTROL VALVES, OF THE EXISTINGZONE CONTROL VALVES, OF THE EXISTING CONTROL VALVES, OF THE EXISTINGCONTROL VALVES, OF THE EXISTING VALVES, OF THE EXISTINGVALVES, OF THE EXISTING OF THE EXISTINGOF THE EXISTING THE EXISTINGTHE EXISTING EXISTINGEXISTINGDRIP LINE IRRIGATION SYSTEMS. D. VEGETATION REMOVAL: CONTRACTOR SHALL REMOVE ALL VEGETATION REMOVAL: CONTRACTOR SHALL REMOVE ALL JUNIPERS, FLAX LILIES, FERNS AND MIMOSA REMAINING WITHIN FLAX LILIES, FERNS AND MIMOSA REMAINING WITHIN FLAX LILIES, FERNS AND MIMOSA REMAINING WITHIN LILIES, FERNS AND MIMOSA REMAINING WITHIN LILIES, FERNS AND MIMOSA REMAINING WITHIN FERNS AND MIMOSA REMAINING WITHIN FERNS AND MIMOSA REMAINING WITHIN AND MIMOSA REMAINING WITHIN AND MIMOSA REMAINING WITHIN MIMOSA REMAINING WITHIN MIMOSA REMAINING WITHIN REMAINING WITHIN REMAINING WITHIN WITHIN WITHIN THE MEDIANS.

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6) SOIL ENHANCEMENT -SOIL STRUCTURE IMPROVEMENT: SOIL ENHANCEMENT -SOIL STRUCTURE IMPROVEMENT: A. MECHANICALLY SCARIFY / LOOSEN EXISTING SOIL TO AN (8 - MECHANICALLY SCARIFY / LOOSEN EXISTING SOIL TO AN (8 - 10) EIGHT TO TEN INCH DEPTH IN PROPOSED PLANTING AREAS. SCARIFY / LOOSEN SHALL MEAN ROTOR TILLING WITH MULTIPLE PASSES IN ALTERNATING DIRECTIONS. THE SCARIFYING AREAS DIRECTIONS. THE SCARIFYING AREAS SHALL BE THE PROPOSED PLANTING AREAS LESS AN EIGHTEEN (18) INCH OFFSET FROM THE BACK OF ALL CURBING OR BACK OF ALL CURBING OR PAVERS. SCARIFYING SHALL NOT OCCUR ALONG EXISTING SHRUB PLANTINGS TO REMAIN. B. SOIL ENHANCEMENT SHALL INCLUDE ROUGH AND FINAL SOIL ENHANCEMENT SHALL INCLUDE ROUGH AND FINAL GRADING. MEDIAN SOIL CROSS SECTION PROFILE GRADE SHALL MEDIAN SOIL CROSS SECTION PROFILE GRADE SHALL MEDIAN SOIL CROSS SECTION PROFILE GRADE SHALL SOIL CROSS SECTION PROFILE GRADE SHALL SOIL CROSS SECTION PROFILE GRADE SHALL CROSS SECTION PROFILE GRADE SHALL CROSS SECTION PROFILE GRADE SHALL SECTION PROFILE GRADE SHALL SECTION PROFILE GRADE SHALL PROFILE GRADE SHALL PROFILE GRADE SHALL GRADE SHALL GRADE SHALL SHALL SHALL BE GENERALLY ROUNDED AND MOUNDED ALONG THE CENTER GENERALLY ROUNDED AND MOUNDED ALONG THE CENTER GENERALLY ROUNDED AND MOUNDED ALONG THE CENTER ROUNDED AND MOUNDED ALONG THE CENTER ROUNDED AND MOUNDED ALONG THE CENTER AND MOUNDED ALONG THE CENTER AND MOUNDED ALONG THE CENTER MOUNDED ALONG THE CENTER MOUNDED ALONG THE CENTER ALONG THE CENTER ALONG THE CENTER THE CENTER THE CENTER CENTER CENTER LINE TO A POINT NO GREATER THAN (4) FOUR INCHES ABOVE TO A POINT NO GREATER THAN (4) FOUR INCHES ABOVE TO A POINT NO GREATER THAN (4) FOUR INCHES ABOVE A POINT NO GREATER THAN (4) FOUR INCHES ABOVE A POINT NO GREATER THAN (4) FOUR INCHES ABOVE POINT NO GREATER THAN (4) FOUR INCHES ABOVE POINT NO GREATER THAN (4) FOUR INCHES ABOVE NO GREATER THAN (4) FOUR INCHES ABOVE NO GREATER THAN (4) FOUR INCHES ABOVE GREATER THAN (4) FOUR INCHES ABOVE GREATER THAN (4) FOUR INCHES ABOVE THAN (4) FOUR INCHES ABOVE THAN (4) FOUR INCHES ABOVE (4) FOUR INCHES ABOVE (4) FOUR INCHES ABOVE FOUR INCHES ABOVE FOUR INCHES ABOVE INCHES ABOVE INCHES ABOVE ABOVE ABOVE THE TOP OF THE CURBING, AND THEN SLOPE DOWNWARD TOWARD THE BACK OF CURBING TO A POINT (4) FOUR INCHES THE BACK OF CURBING TO A POINT (4) FOUR INCHES THE BACK OF CURBING TO A POINT (4) FOUR INCHES BACK OF CURBING TO A POINT (4) FOUR INCHES BACK OF CURBING TO A POINT (4) FOUR INCHES OF CURBING TO A POINT (4) FOUR INCHES OF CURBING TO A POINT (4) FOUR INCHES CURBING TO A POINT (4) FOUR INCHES CURBING TO A POINT (4) FOUR INCHES TO A POINT (4) FOUR INCHES TO A POINT (4) FOUR INCHES A POINT (4) FOUR INCHES A POINT (4) FOUR INCHES POINT (4) FOUR INCHES POINT (4) FOUR INCHES (4) FOUR INCHES (4) FOUR INCHES FOUR INCHES FOUR INCHES INCHES INCHES BELOW TOP OF CURBING. C. APPLY (2) POST-EMERGENT HERBICIDE APPLICATIONS TO ALL APPLY (2) POST-EMERGENT HERBICIDE APPLICATIONS TO ALL (2) POST-EMERGENT HERBICIDE APPLICATIONS TO ALL (2) POST-EMERGENT HERBICIDE APPLICATIONS TO ALL POST-EMERGENT HERBICIDE APPLICATIONS TO ALL POST-EMERGENT HERBICIDE APPLICATIONS TO ALL HERBICIDE APPLICATIONS TO ALL HERBICIDE APPLICATIONS TO ALL APPLICATIONS TO ALL APPLICATIONS TO ALL TO ALL TO ALL ALL ALL AREAS TO RECEIVE MULCH. FIRST APPLICATION SHALL BE AFTER PLANT REMOVALS AND CONCENTRATE ON THE REMAINING PLANT REMOVALS AND CONCENTRATE ON THE REMAINING PLANT REMOVALS AND CONCENTRATE ON THE REMAINING REMOVALS AND CONCENTRATE ON THE REMAINING REMOVALS AND CONCENTRATE ON THE REMAINING AND CONCENTRATE ON THE REMAINING AND CONCENTRATE ON THE REMAINING CONCENTRATE ON THE REMAINING CONCENTRATE ON THE REMAINING ON THE REMAINING ON THE REMAINING THE REMAINING THE REMAINING REMAINING REMAINING MIMOSA PLANTS IN PROPOSED PLANTING AREAS AND ALONG PLANTS IN PROPOSED PLANTING AREAS AND ALONG PLANTS IN PROPOSED PLANTING AREAS AND ALONG IN PROPOSED PLANTING AREAS AND ALONG IN PROPOSED PLANTING AREAS AND ALONG PROPOSED PLANTING AREAS AND ALONG PROPOSED PLANTING AREAS AND ALONG PLANTING AREAS AND ALONG PLANTING AREAS AND ALONG AREAS AND ALONG AREAS AND ALONG AND ALONG AND ALONG ALONG ALONG EXISTING PLANTINGS THAT ARE TO REMAIN. SECOND APPLICATION SHALL BE AFTER ROTOR TILLING AND GRADING AFTER ROTOR TILLING AND GRADING ROTOR TILLING AND GRADING ROTOR TILLING AND GRADING TILLING AND GRADING TILLING AND GRADING AND GRADING AND GRADING GRADING GRADING PRIOR TO PLANTING. SUBMIT PRODUCT AND APPLICATION PROCEDURES TO THE PROJECT MANAGER / LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING. APPLICATIONS SHALL BE MADE A APPLICATIONS SHALL BE MADE A SHALL BE MADE A SHALL BE MADE A BE MADE A BE MADE A MADE A MADE A A A MINIMUM OF (7) DAYS PRIOR TO ANY PLANT INSTALLATIONS. OF (7) DAYS PRIOR TO ANY PLANT INSTALLATIONS. OF (7) DAYS PRIOR TO ANY PLANT INSTALLATIONS. (7) DAYS PRIOR TO ANY PLANT INSTALLATIONS. (7) DAYS PRIOR TO ANY PLANT INSTALLATIONS. DAYS PRIOR TO ANY PLANT INSTALLATIONS. DAYS PRIOR TO ANY PLANT INSTALLATIONS. PRIOR TO ANY PLANT INSTALLATIONS. PRIOR TO ANY PLANT INSTALLATIONS. TO ANY PLANT INSTALLATIONS. TO ANY PLANT INSTALLATIONS. ANY PLANT INSTALLATIONS. ANY PLANT INSTALLATIONS. PLANT INSTALLATIONS. PLANT INSTALLATIONS. INSTALLATIONS. INSTALLATIONS. WEED CONTROL IN ALL MULCH AREAS SHALL BE MAINTAINED CONTROL IN ALL MULCH AREAS SHALL BE MAINTAINED CONTROL IN ALL MULCH AREAS SHALL BE MAINTAINED IN ALL MULCH AREAS SHALL BE MAINTAINED IN ALL MULCH AREAS SHALL BE MAINTAINED ALL MULCH AREAS SHALL BE MAINTAINED ALL MULCH AREAS SHALL BE MAINTAINED MULCH AREAS SHALL BE MAINTAINED MULCH AREAS SHALL BE MAINTAINED AREAS SHALL BE MAINTAINED AREAS SHALL BE MAINTAINED SHALL BE MAINTAINED SHALL BE MAINTAINED BE MAINTAINED BE MAINTAINED MAINTAINED MAINTAINED THROUGH INSTALLATION PERIOD UNTIL FINAL PROJECT ACCEPTANCE. 7) LANDSCAPE SOIL: LANDSCAPE SOIL: INSTALLATION OF UNSUITABLE PLANTING PIT SOILS SHALL BE PER OF UNSUITABLE PLANTING PIT SOILS SHALL BE PER OF UNSUITABLE PLANTING PIT SOILS SHALL BE PER UNSUITABLE PLANTING PIT SOILS SHALL BE PER UNSUITABLE PLANTING PIT SOILS SHALL BE PER PLANTING PIT SOILS SHALL BE PER PLANTING PIT SOILS SHALL BE PER PIT SOILS SHALL BE PER PIT SOILS SHALL BE PER SOILS SHALL BE PER SOILS SHALL BE PER SHALL BE PER SHALL BE PER BE PER BE PER PER PER FDOT DESIGN SPECIFICATIONS SECTION 987 'SOIL LAYER MATERIALS' SECTION 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SECTION 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SECTION 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SECTION 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SECTION 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER 987.2.4. SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SUBMIT SOIL SAMPLES TO THE PROJECT MANAGER SOIL SAMPLES TO THE PROJECT MANAGER SOIL SAMPLES TO THE PROJECT MANAGER SAMPLES TO THE PROJECT MANAGER SAMPLES TO THE PROJECT MANAGER TO THE PROJECT MANAGER TO THE PROJECT MANAGER THE PROJECT MANAGER THE PROJECT MANAGER PROJECT MANAGER PROJECT MANAGER MANAGER MANAGER FOR APPROVAL PRIOR TO ON-SITE CONSTRUCTION. THE CONTRACTOR SHALL PAY TO HAVE TESTS PERFORMED. 8) WATERING: WATERING: DURING PROJECT INSTALLATION PERIOD, KEEP THE SOIL MOISTURE PROJECT INSTALLATION PERIOD, KEEP THE SOIL MOISTURE PROJECT INSTALLATION PERIOD, KEEP THE SOIL MOISTURE INSTALLATION PERIOD, KEEP THE SOIL MOISTURE INSTALLATION PERIOD, KEEP THE SOIL MOISTURE PERIOD, KEEP THE SOIL MOISTURE PERIOD, KEEP THE SOIL MOISTURE KEEP THE SOIL MOISTURE KEEP THE SOIL MOISTURE THE SOIL MOISTURE THE SOIL MOISTURE SOIL MOISTURE SOIL MOISTURE MOISTURE MOISTURE IN ALL PLANTING AREAS TO A POINT KNOWN AS FIELD CAPACITY. ALL PLANTING AREAS TO A POINT KNOWN AS FIELD CAPACITY. ALL PLANTING AREAS TO A POINT KNOWN AS FIELD CAPACITY. PLANTING AREAS TO A POINT KNOWN AS FIELD CAPACITY. PLANTING AREAS TO A POINT KNOWN AS FIELD CAPACITY. AREAS TO A POINT KNOWN AS FIELD CAPACITY. AREAS TO A POINT KNOWN AS FIELD CAPACITY. TO A POINT KNOWN AS FIELD CAPACITY. TO A POINT KNOWN AS FIELD CAPACITY. A POINT KNOWN AS FIELD CAPACITY. A POINT KNOWN AS FIELD CAPACITY. POINT KNOWN AS FIELD CAPACITY. POINT KNOWN AS FIELD CAPACITY. KNOWN AS FIELD CAPACITY. KNOWN AS FIELD CAPACITY. AS FIELD CAPACITY. AS FIELD CAPACITY. FIELD CAPACITY. FIELD CAPACITY. CAPACITY. CAPACITY. DURING THE INSTALLATION PERIOD IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MONITORING AND APPLYING WATER TO THE PROJECT PLANTINGS UNDER IRRIGATION. SOIL MOISTURE LEVEL SHALL BE TAKEN FROM A FOUR (4) INCH DEEP EXCAVATION, AT WHICH POINT THE SOIL SHALL HOLD TOGETHER TO FORM A HAND POINT THE SOIL SHALL HOLD TOGETHER TO FORM A HAND POINT THE SOIL SHALL HOLD TOGETHER TO FORM A HAND THE SOIL SHALL HOLD TOGETHER TO FORM A HAND THE SOIL SHALL HOLD TOGETHER TO FORM A HAND SOIL SHALL HOLD TOGETHER TO FORM A HAND SOIL SHALL HOLD TOGETHER TO FORM A HAND SHALL HOLD TOGETHER TO FORM A HAND SHALL HOLD TOGETHER TO FORM A HAND HOLD TOGETHER TO FORM A HAND HOLD TOGETHER TO FORM A HAND TOGETHER TO FORM A HAND TOGETHER TO FORM A HAND TO FORM A HAND TO FORM A HAND FORM A HAND FORM A HAND A HAND A HAND HAND HAND CLUMP, WHICH WILL BE CONSIDERED AT FIELD CAPACITY. 9) FERTILIZATION: FERTILIZATION: ALL PLANTS SHALL BE PLANTED WITH TIME RELEASED BURIED FERTILIZER TABLETS, (E.G. PRODUCT EXAMPLES: (AGRIFORM 21 GRAM TABLETS). AFTER SUBSTANTIAL COMPLETION ACCEPTANCE INSTALL GRANULAR 8-2-10 ULTRA FOR TREES AND SHRUBS AND GRANULAR 8-2-10 ULTRA FOR TREES AND SHRUBS AND GRANULAR 8-2-10 ULTRA FOR TREES AND SHRUBS AND 8-2-10 ULTRA FOR TREES AND SHRUBS AND 8-2-10 ULTRA FOR TREES AND SHRUBS AND ULTRA FOR TREES AND SHRUBS AND ULTRA FOR TREES AND SHRUBS AND FOR TREES AND SHRUBS AND FOR TREES AND SHRUBS AND TREES AND SHRUBS AND TREES AND SHRUBS AND AND SHRUBS AND AND SHRUBS AND SHRUBS AND SHRUBS AND AND AND 8-2-12 FOR PALMS OCT. THRU MAY OR A 6-0-15 JUN. THRU SEPT. ANALYSIS FERTILIZER. ALL FERTILIZER SHALL BE APPLIED PER ANALYSIS FERTILIZER. ALL FERTILIZER SHALL BE APPLIED PER ANALYSIS FERTILIZER. ALL FERTILIZER SHALL BE APPLIED PER FERTILIZER. ALL FERTILIZER SHALL BE APPLIED PER FERTILIZER. ALL FERTILIZER SHALL BE APPLIED PER ALL FERTILIZER SHALL BE APPLIED PER ALL FERTILIZER SHALL BE APPLIED PER FERTILIZER SHALL BE APPLIED PER FERTILIZER SHALL BE APPLIED PER SHALL BE APPLIED PER SHALL BE APPLIED PER BE APPLIED PER BE APPLIED PER APPLIED PER APPLIED PER PER PER MANUFACTURER'S LABEL RECOMMENDATIONS. 10) PRUNING: PRUNING: PRUNING SHALL COMPLY WITH MOST CURRENT ANSI A300 PART 1 SHALL COMPLY WITH MOST CURRENT ANSI A300 PART 1 SHALL COMPLY WITH MOST CURRENT ANSI A300 PART 1 COMPLY WITH MOST CURRENT ANSI A300 PART 1 COMPLY WITH MOST CURRENT ANSI A300 PART 1 WITH MOST CURRENT ANSI A300 PART 1 WITH MOST CURRENT ANSI A300 PART 1 MOST CURRENT ANSI A300 PART 1 MOST CURRENT ANSI A300 PART 1 CURRENT ANSI A300 PART 1 CURRENT ANSI A300 PART 1 ANSI A300 PART 1 ANSI A300 PART 1 A300 PART 1 A300 PART 1 PART 1 PART 1 1 1 STANDARDS. A CERTIFIED ARBORIST SHALL OVERSEE ALL PRUNING A CERTIFIED ARBORIST SHALL OVERSEE ALL PRUNING A CERTIFIED ARBORIST SHALL OVERSEE ALL PRUNING CERTIFIED ARBORIST SHALL OVERSEE ALL PRUNING CERTIFIED ARBORIST SHALL OVERSEE ALL PRUNING ARBORIST SHALL OVERSEE ALL PRUNING ARBORIST SHALL OVERSEE ALL PRUNING SHALL OVERSEE ALL PRUNING SHALL OVERSEE ALL PRUNING OVERSEE ALL PRUNING OVERSEE ALL PRUNING ALL PRUNING ALL PRUNING PRUNING PRUNING OPERATIONS AS REQUIRED DURING CONSTRUCTION PERIOD: A. TO REMOVE ALL CROSSING, DEFLECTING AND CIRCLING TO REMOVE ALL CROSSING, DEFLECTING AND CIRCLING ROOTS. B. TO MAINTAIN FDOT MAINTENANCE RATING PROGRAM TO MAINTAIN FDOT MAINTENANCE RATING PROGRAM REQUIREMENTS AND UTILITY CLEARANCES. C. TO COMPLY OR MAINTAIN HORIZONTAL AND VERTICAL TO COMPLY OR MAINTAIN HORIZONTAL AND VERTICAL CLEARANCES WITHIN THE LIMITS OF CLEAR SIGHT OR LIMITS OF NO SIGHT OBSTRUCTIONS. D. TO MAINTAIN VISIBILITY OF TRAFFIC CONTROL SIGNS. TO MAINTAIN VISIBILITY OF TRAFFIC CONTROL SIGNS. 11) LITTER REMOVAL: LITTER REMOVAL: LITTER REMOVAL WITHIN THE CONTRACT DESIGNATED WORK AREAS REMOVAL WITHIN THE CONTRACT DESIGNATED WORK AREAS REMOVAL WITHIN THE CONTRACT DESIGNATED WORK AREAS WITHIN THE CONTRACT DESIGNATED WORK AREAS WITHIN THE CONTRACT DESIGNATED WORK AREAS THE CONTRACT DESIGNATED WORK AREAS THE CONTRACT DESIGNATED WORK AREAS CONTRACT DESIGNATED WORK AREAS CONTRACT DESIGNATED WORK AREAS DESIGNATED WORK AREAS DESIGNATED WORK AREAS WORK AREAS WORK AREAS AREAS AREAS SHALL BE PERFORMED THROUGHOUT THE INSTALLATION PERIOD AND UNTIL FINAL ACCEPTANCE.

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ROAD NO.

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COUNTY

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-4

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LANDSCAPE PLAN

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GENERAL NOTES (1)

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19F32

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COLLIER

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SR45

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McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-05Gntld02, 11/18/2019 2:27:11 PM

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LANDSCAPE NOTES (Continued): 12) LARGE TREES AND PALMS: LARGE TREES AND PALMS: ALL LARGE TREES AND PALMS SHALL BE INSTALLED TO MAINTAIN THE UTILITY AGENCY'S MINIMUM HORIZONTAL SEPARATION FROM UTILITY AGENCY'S MINIMUM HORIZONTAL SEPARATION FROM UNDERGROUND AND OVERHEAD UTILITIES. SEPARATIONS SHALL ONLY BE REDUCED THROUGH GRANTED DEVIATIONS BY THE UTILITY AGENCY. REFER TO LANDSCAPE SETBACK OR OFFSET SCHEDULE. REFER TO LANDSCAPE SETBACK OR OFFSET SCHEDULE. THE LANDSCAPE ARCHITECT OF RECORD AND/OR PROJECT MANAGER LANDSCAPE ARCHITECT OF RECORD AND/OR PROJECT MANAGER SHALL APPROVE THE FLAGGED TREE LOCATIONS AND PLANTING LAYOUTS ON-SITE PRIOR TO INSTALLATIONS. ON-SITE PRIOR TO INSTALLATIONS. 13) PLANTING PITS: PLANTING PITS: PLANTING PITS CONTAINING LIME ROCK OR OTHERWISE UNSUITABLE PLANT GROWING MATERIAL SHALL HAVE THE MATERIAL REMOVED PER INDEX 544 PLANTING PIT DEPTHS AND WIDTHS. UNSUITABLE MATERIAL SHALL BE REPLACED WITH FDOT LANDSCAPE SOIL MATERIAL. EXISTING SOIL BELOW THE PLANTING PIT DEPTH SHALL EXISTING SOIL BELOW THE PLANTING PIT DEPTH SHALL EXISTING SOIL BELOW THE PLANTING PIT DEPTH SHALL SOIL BELOW THE PLANTING PIT DEPTH SHALL SOIL BELOW THE PLANTING PIT DEPTH SHALL BELOW THE PLANTING PIT DEPTH SHALL BELOW THE PLANTING PIT DEPTH SHALL THE PLANTING PIT DEPTH SHALL THE PLANTING PIT DEPTH SHALL PLANTING PIT DEPTH SHALL PLANTING PIT DEPTH SHALL PIT DEPTH SHALL PIT DEPTH SHALL DEPTH SHALL DEPTH SHALL SHALL SHALL BE LOOSENED OR SCARIFIED AN ADDITIONAL SIX (6) INCH MINIMUM OR SCARIFIED AN ADDITIONAL SIX (6) INCH MINIMUM SCARIFIED AN ADDITIONAL SIX (6) INCH MINIMUM SCARIFIED AN ADDITIONAL SIX (6) INCH MINIMUM AN ADDITIONAL SIX (6) INCH MINIMUM AN ADDITIONAL SIX (6) INCH MINIMUM ADDITIONAL SIX (6) INCH MINIMUM ADDITIONAL SIX (6) INCH MINIMUM SIX (6) INCH MINIMUM SIX (6) INCH MINIMUM (6) INCH MINIMUM (6) INCH MINIMUM INCH MINIMUM INCH MINIMUM MINIMUM MINIMUM DEPTH TO PROVIDE FOR PROPER PERCOLATION OF WATER PRIOR TO TO PROVIDE FOR PROPER PERCOLATION OF WATER PRIOR TO TO PROVIDE FOR PROPER PERCOLATION OF WATER PRIOR TO PROVIDE FOR PROPER PERCOLATION OF WATER PRIOR TO PROVIDE FOR PROPER PERCOLATION OF WATER PRIOR TO FOR PROPER PERCOLATION OF WATER PRIOR TO FOR PROPER PERCOLATION OF WATER PRIOR TO PROPER PERCOLATION OF WATER PRIOR TO PROPER PERCOLATION OF WATER PRIOR TO PERCOLATION OF WATER PRIOR TO PERCOLATION OF WATER PRIOR TO OF WATER PRIOR TO OF WATER PRIOR TO WATER PRIOR TO WATER PRIOR TO PRIOR TO PRIOR TO TO TO BACKFILLING. AFTER SCARIFYING THE PLANT PIT SHALL BE TESTED AFTER SCARIFYING THE PLANT PIT SHALL BE TESTED AFTER SCARIFYING THE PLANT PIT SHALL BE TESTED SCARIFYING THE PLANT PIT SHALL BE TESTED SCARIFYING THE PLANT PIT SHALL BE TESTED THE PLANT PIT SHALL BE TESTED THE PLANT PIT SHALL BE TESTED PLANT PIT SHALL BE TESTED PLANT PIT SHALL BE TESTED PIT SHALL BE TESTED PIT SHALL BE TESTED SHALL BE TESTED SHALL BE TESTED BE TESTED BE TESTED TESTED TESTED FOR PERCOLATION AND IF IT DOES NOT DRAIN THEN ADDITIONAL PERCOLATION AND IF IT DOES NOT DRAIN THEN ADDITIONAL MATERIAL MUST BE REMOVED AND/OR A VERTICAL OR HORIZONTAL MUST BE REMOVED AND/OR A VERTICAL OR HORIZONTAL MUST BE REMOVED AND/OR A VERTICAL OR HORIZONTAL BE REMOVED AND/OR A VERTICAL OR HORIZONTAL BE REMOVED AND/OR A VERTICAL OR HORIZONTAL REMOVED AND/OR A VERTICAL OR HORIZONTAL REMOVED AND/OR A VERTICAL OR HORIZONTAL AND/OR A VERTICAL OR HORIZONTAL AND/OR A VERTICAL OR HORIZONTAL A VERTICAL OR HORIZONTAL A VERTICAL OR HORIZONTAL VERTICAL OR HORIZONTAL VERTICAL OR HORIZONTAL OR HORIZONTAL OR HORIZONTAL HORIZONTAL HORIZONTAL SUB DRAIN SYSTEM INSTALLED TO REMOVE POTENTIAL STANDING WATER. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISH GRADING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISH GRADING IN PLANTING AREAS, HAND RAKE PRIOR TO INSTALLING PLANTS. ALL PLANTING AREAS, HAND RAKE PRIOR TO INSTALLING PLANTS. ALL PLANTING AREAS, HAND RAKE PRIOR TO INSTALLING PLANTS. ALL AREAS, HAND RAKE PRIOR TO INSTALLING PLANTS. ALL AREAS, HAND RAKE PRIOR TO INSTALLING PLANTS. ALL HAND RAKE PRIOR TO INSTALLING PLANTS. ALL HAND RAKE PRIOR TO INSTALLING PLANTS. ALL RAKE PRIOR TO INSTALLING PLANTS. ALL RAKE PRIOR TO INSTALLING PLANTS. ALL PRIOR TO INSTALLING PLANTS. ALL PRIOR TO INSTALLING PLANTS. ALL TO INSTALLING PLANTS. ALL TO INSTALLING PLANTS. ALL INSTALLING PLANTS. ALL INSTALLING PLANTS. ALL PLANTS. ALL PLANTS. ALL ALL ALL ROCKS (2) INCHES IN DIAMETER AND GREATER SHALL BE REMOVED (2) INCHES IN DIAMETER AND GREATER SHALL BE REMOVED (2) INCHES IN DIAMETER AND GREATER SHALL BE REMOVED INCHES IN DIAMETER AND GREATER SHALL BE REMOVED INCHES IN DIAMETER AND GREATER SHALL BE REMOVED IN DIAMETER AND GREATER SHALL BE REMOVED IN DIAMETER AND GREATER SHALL BE REMOVED DIAMETER AND GREATER SHALL BE REMOVED DIAMETER AND GREATER SHALL BE REMOVED AND GREATER SHALL BE REMOVED AND GREATER SHALL BE REMOVED GREATER SHALL BE REMOVED GREATER SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED AND DISPOSED OFF SITE BY CONTRACTOR. 15) ALL EROSION CONTROL AS REQUIRED WITHIN RIGHT-OF-WAY SHALLALL EROSION CONTROL AS REQUIRED WITHIN RIGHT-OF-WAY SHALLCOMPLY WITH THE FDOT'S EROSION AND SEDIMENT CONTROL MANUAL AND STANDARD SPECIFICATION SECTION 104. 16) ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE CITY OF NAPLES AND/OR FDOT'S ROAD DESIGN STANDARDS AND STANDARD SPECIFICATIONS ROAD DESIGN STANDARDS AND STANDARD SPECIFICATIONS ROAD DESIGN STANDARDS AND STANDARD SPECIFICATIONS DESIGN STANDARDS AND STANDARD SPECIFICATIONS DESIGN STANDARDS AND STANDARD SPECIFICATIONS STANDARDS AND STANDARD SPECIFICATIONS STANDARDS AND STANDARD SPECIFICATIONS AND STANDARD SPECIFICATIONS AND STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 17) THE CONTRACTOR SHALL NOT DURING CONSTRUCTION INTRODUCE THE CONTRACTOR SHALL NOT DURING CONSTRUCTION INTRODUCE ANY FORM OF UN-PERMITTED STORM WATER DISCHARGE INTO THE STORM WATER SYSTEMS, PAVEMENTS, RIGHT-OF-WAY AREAS OR EASEMENTS. 18) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE AND COMPLY WITH ALL APPLICABLE STATE, COUNTY, OR CITY ORDINANCES, STATUES OR POLICY REQUIREMENTS RELATED TO THE SITE PREPARATION, LANDSCAPING AND IRRIGATION WORK TO BE PERFORMED. 19) ALL MATERIALS USED INSIDE THE RIGHT-OF-WAY SHALL BE ALL MATERIALS USED INSIDE THE RIGHT-OF-WAY SHALL BE APPROVED BY THE CITY PRIOR TO PLACEMENT INSIDE THE RIGHT-OF-WAY. DELIVERY TICKETS OF THE MATERIALS USED INSIDE THE RIGHT-OF-WAY SHALL BE PROVIDED TO THE CITY PROJECT MANAGER. 20) THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING ANY UTILITY THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING ANY UTILITY CONFLICTS BEFORE CONSTRUCTION BEGINS. A SEPARATE UTILITY PERMIT MAYBE REQUIRED FOR ANY UTILITY CONFLICT WORK OR DIRECTIONAL BORE WITHIN THE RIGHT-OF-WAY. 21) CONTRACTOR IS REQUIRED TO CONTACT THE FOLLOWING PRIOR TO CONTRACTOR IS REQUIRED TO CONTACT THE FOLLOWING PRIOR TO COMMENCEMENT OF WORK UNDER CONTRACT: A. CITY PROJECT MANAGERCITY PROJECT MANAGER

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22) MULCH: MULCH: ALL MULCH SHALL BE 100% SHREDDED WOOD MATERIAL. "USE OF MULCH SHALL BE 100% SHREDDED WOOD MATERIAL. "USE OF MULCH SHALL BE 100% SHREDDED WOOD MATERIAL. "USE OF SHALL BE 100% SHREDDED WOOD MATERIAL. "USE OF SHALL BE 100% SHREDDED WOOD MATERIAL. "USE OF BE 100% SHREDDED WOOD MATERIAL. "USE OF BE 100% SHREDDED WOOD MATERIAL. "USE OF 100% SHREDDED WOOD MATERIAL. "USE OF 100% SHREDDED WOOD MATERIAL. "USE OF SHREDDED WOOD MATERIAL. "USE OF SHREDDED WOOD MATERIAL. "USE OF WOOD MATERIAL. "USE OF WOOD MATERIAL. "USE OF MATERIAL. "USE OF MATERIAL. "USE OF "USE OF "USE OF OF OF CYPRESS MULCH IS PROHIBITED". MULCH SHALL BE APPLIED TO ALL MULCH IS PROHIBITED". MULCH SHALL BE APPLIED TO ALL MULCH IS PROHIBITED". MULCH SHALL BE APPLIED TO ALL IS PROHIBITED". MULCH SHALL BE APPLIED TO ALL IS PROHIBITED". MULCH SHALL BE APPLIED TO ALL PROHIBITED". MULCH SHALL BE APPLIED TO ALL PROHIBITED". MULCH SHALL BE APPLIED TO ALL MULCH SHALL BE APPLIED TO ALL MULCH SHALL BE APPLIED TO ALL SHALL BE APPLIED TO ALL SHALL BE APPLIED TO ALL BE APPLIED TO ALL BE APPLIED TO ALL APPLIED TO ALL APPLIED TO ALL TO ALL TO ALL ALL ALL PLANTINGS PER FDOT INDEX 544 TO A MINIMUM THREE (3) INCHES. PER FDOT INDEX 544 TO A MINIMUM THREE (3) INCHES. PER FDOT INDEX 544 TO A MINIMUM THREE (3) INCHES. FDOT INDEX 544 TO A MINIMUM THREE (3) INCHES. FDOT INDEX 544 TO A MINIMUM THREE (3) INCHES. INDEX 544 TO A MINIMUM THREE (3) INCHES. INDEX 544 TO A MINIMUM THREE (3) INCHES. 544 TO A MINIMUM THREE (3) INCHES. 544 TO A MINIMUM THREE (3) INCHES. TO A MINIMUM THREE (3) INCHES. TO A MINIMUM THREE (3) INCHES. A MINIMUM THREE (3) INCHES. A MINIMUM THREE (3) INCHES. MINIMUM THREE (3) INCHES. MINIMUM THREE (3) INCHES. THREE (3) INCHES. THREE (3) INCHES. (3) INCHES. (3) INCHES. INCHES. INCHES. INDEX 544 SHALL BE FURTHER AMENDED TO EXPAND MULCH AREAS 544 SHALL BE FURTHER AMENDED TO EXPAND MULCH AREAS 544 SHALL BE FURTHER AMENDED TO EXPAND MULCH AREAS SHALL BE FURTHER AMENDED TO EXPAND MULCH AREAS SHALL BE FURTHER AMENDED TO EXPAND MULCH AREAS BE FURTHER AMENDED TO EXPAND MULCH AREAS BE FURTHER AMENDED TO EXPAND MULCH AREAS FURTHER AMENDED TO EXPAND MULCH AREAS FURTHER AMENDED TO EXPAND MULCH AREAS AMENDED TO EXPAND MULCH AREAS AMENDED TO EXPAND MULCH AREAS TO EXPAND MULCH AREAS TO EXPAND MULCH AREAS EXPAND MULCH AREAS EXPAND MULCH AREAS MULCH AREAS MULCH AREAS AREAS AREAS SO THAT ALL ABOVE GROUND TREE BRACING AND GUYING ALL ABOVE GROUND TREE BRACING AND GUYING GROUND TREE BRACING AND GUYING COMPONENTS ARE WITHIN THE MULCH AREAS. MINIMUM MULCH DEPTH SHALL BE MAINTAINED THROUGH INSTALLATION PERIOD TO SHALL BE MAINTAINED THROUGH INSTALLATION PERIOD TO SHALL BE MAINTAINED THROUGH INSTALLATION PERIOD TO BE MAINTAINED THROUGH INSTALLATION PERIOD TO BE MAINTAINED THROUGH INSTALLATION PERIOD TO MAINTAINED THROUGH INSTALLATION PERIOD TO MAINTAINED THROUGH INSTALLATION PERIOD TO THROUGH INSTALLATION PERIOD TO THROUGH INSTALLATION PERIOD TO INSTALLATION PERIOD TO INSTALLATION PERIOD TO PERIOD TO PERIOD TO TO TO FINAL ACCEPTANCE. ALL TREES AND PALMS SHALL HAVE A FOUR (4) FOOT MINIMUM RADIUS OF MULCH AROUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. NO MULCH SHALL BE IN CONTACT WITH ANY TREE TRUNKS. A MINIMUM TWO (2) FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE AND THE BACK OF CURBING OR PAVEMENT. 23) CONDUIT & MAIN TRENCHING RESTORATION: CONDUIT & MAIN TRENCHING RESTORATION: ALL CONDUIT AND IRRIGATION PIPE TRENCHING THROUGH EXISTING CONDUIT AND IRRIGATION PIPE TRENCHING THROUGH EXISTING CONDUIT AND IRRIGATION PIPE TRENCHING THROUGH EXISTING AND IRRIGATION PIPE TRENCHING THROUGH EXISTING AND IRRIGATION PIPE TRENCHING THROUGH EXISTING IRRIGATION PIPE TRENCHING THROUGH EXISTING IRRIGATION PIPE TRENCHING THROUGH EXISTING PIPE TRENCHING THROUGH EXISTING PIPE TRENCHING THROUGH EXISTING TRENCHING THROUGH EXISTING TRENCHING THROUGH EXISTING THROUGH EXISTING THROUGH EXISTING EXISTING EXISTING LANDSCAPED MEDIANS WILL REQUIRE RESTORATION OF THE DISTURBED SOIL TO BE RETURNED TO ORIGINAL / EXISTING CONDITIONS TO INCLUDE TRENCHING DEBRIS REMOVAL, BACKFILL AND TO INCLUDE TRENCHING DEBRIS REMOVAL, BACKFILL AND TO INCLUDE TRENCHING DEBRIS REMOVAL, BACKFILL AND INCLUDE TRENCHING DEBRIS REMOVAL, BACKFILL AND INCLUDE TRENCHING DEBRIS REMOVAL, BACKFILL AND TRENCHING DEBRIS REMOVAL, BACKFILL AND TRENCHING DEBRIS REMOVAL, BACKFILL AND DEBRIS REMOVAL, BACKFILL AND DEBRIS REMOVAL, BACKFILL AND REMOVAL, BACKFILL AND REMOVAL, BACKFILL AND BACKFILL AND BACKFILL AND AND AND FINISHED GRADING. GRADING. 24) THE SMALL SHRUBS AND GROUND COVERS PLANTED IN THE MEDIANS THE SMALL SHRUBS AND GROUND COVERS PLANTED IN THE MEDIANS SHALL HAVE THE FIRST OR OUTSIDE ROW OF PLANTS OFFSET FROM BACK OF CURBING OR PAVEMENT FOUR AND ONE HALF (4.5) FEET. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE EQUALLY REMAINING INTERIOR PLANT ROWS SHALL THEN BE EQUALLY SPACED BETWEEN THE OUTSIDE ROWS TO BEST ACCOMMODATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT TO CREATE A TRIANGULAR PLANT SPACING PATTERN.

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MAINTENANCE OF TRAFFIC GENERAL NOTES: 1. LANE CLOSURES SHALL COMPLY WITH THE FDOT DISTRICT 1 LANE LANE CLOSURES SHALL COMPLY WITH THE FDOT DISTRICT 1 LANE CLOSURE POLICY AND PROCEDURES. FDOT CONTACTS FOR NOTIFICATION ARE: RANDY WENG FDOT FORT MYERS OPERATIONS PERMIT COORDINATOR 239-985-7810 RANDY WENG FDOT FORT MYERS OPERATIONS PERMIT COORDINATOR 239-985-7810 JASON ZIGLAR FERROVIAL SERVICES 281-740-2858

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ROAD NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-5

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LANDSCAPE PLAN

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GENERAL NOTES (2)

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19F32

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D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-06Projld01, 11/18/2019 2:27:12 PM

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15" RCP" RCP

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DAIRY QUEEN

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CONVALESCENT FACILITY

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MEDICAL BUILDING

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SCHOOL

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MEDIAN #19

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MEDIAN #18

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BEGIN PROJECT LANDSCAPE STA. 108+12.35

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CAR FACILITY

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GRACE LUTHERAN CHURCH

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OFFICE BUILDING

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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COQUINA SANDS COMMUNITY

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SCHOOL

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SCHOOL

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SIGNAL

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MEDIAN #21

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MEDIAN #20

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MEDIAN #21

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MEDIAN #22

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

AutoCAD SHX Text

15" RCP5" RCP" RCP

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15" RCP5" RCP" RCP

AutoCAD SHX Text

24" RCP" RCP

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48" RCP" RCP

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HEDGES FAMILY ECO-CENTER

AutoCAD SHX Text

NAPLES PRESERVE

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NAPLES PRESERVE

AutoCAD SHX Text

NAPLES PRESERVE

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DENTAL OFFICE

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

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CONC. SW

AutoCAD SHX Text

CONC. SW

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CONC. SW

AutoCAD SHX Text


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AutoCAD SHX Text

SCHOOL

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YIELD

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HERE

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TO

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YIELD

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HERE

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TO

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END PROJECT LANDSCAPE STA. 146+53.97

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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MEDIAN #23

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MEDIAN #22

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MEDIAN #23

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M

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C

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1

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DATE

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PROJECT ID

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SHEET

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NO.

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AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-6

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LANDSCAPE PLAN

AutoCAD SHX Text

PROJECT SHEET LAYOUT

AutoCAD SHX Text


AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text

SHEET LD-7 & LD-17

AutoCAD SHX Text

SHEET LD-8 & LD-18

AutoCAD SHX Text

SHEET LD-9 & LD-19

AutoCAD SHX Text

SHEET LD-10 & LD-20

AutoCAD SHX Text

SHEET LD-11 & LD-21

AutoCAD SHX Text

SHEET LD-12 & LD-22

AutoCAD SHX Text

SHEET LD-15 & LD-25

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SHEET LD-14 & LD-24

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SHEET LD-13 & LD-23

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SHEET LD-13 & LD-23

WW


G

G

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108 109107 110 111


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ONE WAY

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108 109107 110 111

100'

GROUND COVER ONLY

100'

GROUND COVER ONLY

AG509

PE3

SJ1

SJ1

SJ1

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-07Planld01, 11/18/2019 2:27:15 PM

AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

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54" RCP" RCP

AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

SHOPPING CENTER

AutoCAD SHX Text

DAIRY QUEEN

AutoCAD SHX Text


AutoCAD SHX Text

7-11 STORE

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

SCHOOL

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MEDIAN #18

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MEDIAN #18

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MEDIAN #17

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AutoCAD SHX Text

CONC. SW

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CONC. SW

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

6' HCZ

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6' HCZ

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(db=165' L.M.S.O.)

AutoCAD SHX Text

SIGNALIZED INTERSECTION AASHTO CASE D SIGHT DISTANCE APPLY

AutoCAD SHX Text

INDICATES MEDIAN AREAS TO RECEIVE CLEARING AND GRUBBING AND/OR SOIL STRUCTURE IMPROVEMENTS

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SOIL ENHANCEMENT LEGEND

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-07

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LANDSCAPE PLAN

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PLANTING PLAN (01)

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MATCHLINE STA 111+50.00

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

WWWWWWWWWWWWWWWWWWWWWWWWW


112 113 114 115 116

US 41(TAMIAMI TRAIL N./9TH ST. N.)

EXIST. R/W LINE

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8T

H A

VE

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SPEED

LIMIT

40

112 113 114 115 116

100'

GROUND COVER ONLY

381AG

PE3

15AB

LM1

BSH67

LM1

LM1

SJ3

McGee & Associates


AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

CAR DEALERSHIP

AutoCAD SHX Text


AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

CAR DEALERSHIP

AutoCAD SHX Text

MEDIAN #19

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(da=385' S.D.L.T.)

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

(1) EX. RE

AutoCAD SHX Text

(3) EX. PR

AutoCAD SHX Text

EX. SHRUBS TO REMAIN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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PROJECT ID

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AutoCAD SHX Text

SHEET

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NO.

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AutoCAD SHX Text


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AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-08

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

PLANTING PLAN (02)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text



WW

WW

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116 117 118 119 120


EXIST. R/W LINE

EXIST. R/W LINE

DO NOT

ENTER

SPEED

LIMIT

45

SPEED

10T

H A

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116 117 118 119 120

100'

GROUND COVER ONLY

100'

GROUND COVER ONLY

SPEED

LIMIT

45

SPEED

LIMIT

40

527AG

243AG

Re121

BSH38

LM3

AB15

McGee & Associates


AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

MEDICAL BUILDING

AutoCAD SHX Text

CAR DEALERSHIP

AutoCAD SHX Text


AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

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Type F C & G

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

MEDIAN #20

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MEDIAN #19

AutoCAD SHX Text

CONC. SW

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CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

6' HCZ

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6' HCZ

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6' HCZ

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(db=165' L.M.S.O.)

AutoCAD SHX Text

(3) EX. PR

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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PROJECT ID

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SHEET

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NO.

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-09

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

PLANTING PLAN (03)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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G

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GG

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G

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G

121 122 123 124 125


EXIST. R/W LINE

EXIST. R/W LINE

DO NOT

ENTER

121 122 123 124 125

100'

GROUND COVER ONLY

100'

GROUND COVER ONLY

PE2

243AG

AG393

PE2

PE1

PE1

AB4

AB4

AB4

SJ2

McGee & Associates


AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text


AutoCAD SHX Text

HOTEL FACILITY

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text


AutoCAD SHX Text

MEDIAN #21

AutoCAD SHX Text

MEDIAN #20

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

(db=165' L.M.S.O.)

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-10

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

PLANTING PLAN (04)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

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19F32

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COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text




G

G

G

G

G

G

G

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G

G

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G

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OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

126 127 128 129


EXIST. R/W LINE

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EXIST. R/W LINE

EXIST. R/W LINE

12T

H A

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.

BA

NY

AN

B

LV

D.

126 127 128 129

100'

GROUND COVER ONLY

100'

GROUND COVER ONLY

PE1

LM2

PE1

1PE

70BXN

SJ1

1SJ

McGee & Associates


AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

SHOPPING CENTER

AutoCAD SHX Text

CAR FACILITY

AutoCAD SHX Text


AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

MEDIAN #21

AutoCAD SHX Text

MEDIAN #22

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(db=165' L.M.S.O.)

AutoCAD SHX Text

(db=165' L.M.S.O.)

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text

4 sec.=293'

AutoCAD SHX Text

(1) EX. PE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-11

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

PLANTING PLAN (05)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text




GG

GG

G

130 131 132 133 134


EXIST. R/W LINE

EXIST. R/W LINE

ONE WAY

130 131 132 133 134

2LM

1IA

IA1

18AB

507AG

LM3

LANDCADD 1987

WB1

LANDCADD 1987

WB1

LANDCADD 1987

WB1

70BXN

18AB

McGee & Associates


AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

DENTAL OFFICE

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(db=165' L.M.S.O.)

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

(3) EX. PR

AutoCAD SHX Text

(1) EX. RE

AutoCAD SHX Text

(1) EX. RE

AutoCAD SHX Text

(3) EX. PR

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

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PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-12

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

PLANTING PLAN (06)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text


WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW


DO NOT

ENTER


135 136 137 138

EXIST. R/W LINE

EXIST. R/W LINE

14

TH

A

VE

. N

.

DO NOT

ENTER

135 136 137 138

100'

GROUND COVER ONLY

100'

GROUND COVER ONLY

AG245

LS2BSH

118

SJ4

McGee & Associates


AutoCAD SHX Text

24" RCP" RCP

AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

DENTAL OFFICE

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type D C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

Type F C & G

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

YIELD

AutoCAD SHX Text

HERE

AutoCAD SHX Text

TO

AutoCAD SHX Text

YIELD

AutoCAD SHX Text

HERE

AutoCAD SHX Text

TO

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

MEDIAN #22

AutoCAD SHX Text

MEDIAN #23

AutoCAD SHX Text

(da=430' S.D.L.T.)

AutoCAD SHX Text

(db=165' L.M.S.O.)

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

6' HCZ

AutoCAD SHX Text

(1) EX. LS

AutoCAD SHX Text

(5) EX. PE

AutoCAD SHX Text

20'

AutoCAD SHX Text

20'

AutoCAD SHX Text

20'

AutoCAD SHX Text

20'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-13

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

PLANTING PLAN (07)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text


WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW



139 140 141 142 143

EXIST. R/W LINE

139 140 141 142 143

LM2

2LS

18AB

LM2

2LS

BSH118

LANDCADD 1987

WB1

LJ1

LJ1

118BSH

McGee & Associates


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15" RCP5" RCP" RCP

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NAPLES PRESERVE

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NAPLES PRESERVE

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Type D C & G

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Type F C & G

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Type D C & G

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Type F C & G

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Type F C & G

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CONC. SW

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SCHOOL

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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6' HCZ

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6' HCZ

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(1) EX. RE

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(3) EX. PR

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(1) EX. RE

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(1) EX. RE

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(3) EX. PR

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20'

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20'

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20'

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20'

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20'

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20'

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20'

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20'

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-14

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LANDSCAPE PLAN

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PLANTING PLAN (08)

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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EE

BE

BE

BE

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BE

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W

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144 145 146 147

100'

GROUND COVER ONLY

1SJ

1SJ

1SJ

1SJ

1LS

118BSH

McGee & Associates


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15" RCP5" RCP" RCP

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NAPLES PRESERVE

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Type D C & G

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Type D C & G

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Type F C & G

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Type F C & G

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Type F C & G

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Type F C & G

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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MEDIAN #23

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SIGNALIZED INTERSECTION AASHTO CASE D SIGHT DISTANCE APPLY

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6' HCZ

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6' HCZ

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(5) EX. PE

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(1) EX. LS

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20'

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20'

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20'

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-15

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LANDSCAPE PLAN

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PLANTING PLAN (09)

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FEET

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SCALE

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SANTA BARBARA BLVD.

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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5'

MEDIAN

15.5'±

VARIES

4'

TYPICAL MEDIAN SHRUB SPACING & LAYOUT

DETAIL

5'

4'

MEDIAN

15.5'±

VARIES

PLANTS

18"

O.C.

TYPICAL MEDIAN GROUND COVER SPACING

& LAYOUT DETAIL

4'

ROWS

2' O.C.

MEDIAN 5'±

VARIES

TYPICAL MEDIAN GROUND COVER SPACING

& LAYOUT DETAIL

2-ROWS 18" O.C.

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-16Planlddet10, 11/18/2019 2:27:32 PM

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LANDSCAPE LEGEND

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EXISTING FICUS MICROCARPA 'GREEN ISLAND'

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EXISTING HAMELIA NODOSA

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EXISTING PHOENIX ROEBELINII - (PR)

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EXISTING PTYCHOSPERMA ELEGANS - (PE)

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EXISTING LAGERSTROEMIA SPECIOSA - (LS)

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EXISTING ROYSTONEA ELATA - (RE)

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EXISTING SPARTINA BAKERI

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PROPOSED ALEXANDER PALMS

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PROPOSED ROYAL PALMS

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PROPOSED CRAPE MYRTLES

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PROPOSED HOLLY TREE

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PROPOSED RASPBERRY BROMELAID

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PROPOSED BIRD OF PARADISE

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PROPOSED PERENNIAL PEANUT

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PROPOSED DWARF BOUGAINVILLEA

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PROPOSED BOUGAINVILLEA 'NEW RIVER'

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PROPOSED QUEEN'S CRAPE MYRTLE

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PROPOSED LIGUSTRUM TREE

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20'

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PROPOSED 20 LINEAR FEET OF 18" DEPTH INTERLOCKING RIGID PLASTIC ROOT BARRIER ALONG BACK OF CURB AT LARGE TREE PLANTINGS.

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Limit of Clear Sight Line

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Clear Zone Horizontal Clearance (6' H.C.)

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Legend

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Special Areas Limited to Ground Covers

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Areas Free of sight Obstructions

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All Trees & Palms must be offset 6' min.

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from Travel Lanes

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Areas of Existing Pavers

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EX. CURBING

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EX. CURBING

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C/L

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NTS

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TYP. 4' O.C. PLANTS (I.E. BOUGAINVILLEA)

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2' MAINTENANCE MULCH STRIP

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EX. CURBING

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EX. CURBING

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C/L

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NTS

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TYP. 18" O.C. PLANTS (I.E. PERENNIAL PEANUT)

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EX. CURBING

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EX. CURBING

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C/L

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NTS

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TYP. 18" O.C. PLANTS (I.E. PERENNIAL PEANUT)

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-16

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LANDSCAPE PLAN

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DETAILS & LEGEND

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19F32

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COLLIER

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SR45

WW


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15' SST15' SST 15' SST 15' SST 15' SST 15' SST 15' SST 15' SST 15' SST 15' SST 15' SST 15' SST

15' SST 15' SST

12'

VAN

12'

VAN

15' SST

15' SST

8'-150

VAN

15' SST

15' SST

15' SST

15' SST

15' SST

15' SST

15' SST

15' EST

10'-150

VAN

12'-150

VAN

12'-150

VAN

10'-150

VAN

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-17Planldirr01, 11/18/2019 2:27:34 PM

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15" RCP" RCP

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54" RCP" RCP

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54" RCP" RCP

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15" RCP" RCP

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SHOPPING CENTER

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DAIRY QUEEN

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7-11 STORE

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SCHOOL

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MEDIAN #18

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MEDIAN #18

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MEDIAN #17

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CONC. SW

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CONC. SW

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LOCATE EXISTING CROSSING AND CONNECT EX. 1" LATERAL TO PROPOSED 1.5" LATERAL PIPING

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1-1/2"

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1"

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3/4"

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3/4"

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1"

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1-1/2"

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1"

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1-1/2"

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1"

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1"

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LOCATE EXISTING CROSSING AND CONNECT EX. 1" LATERAL TO PROPOSED 1.5" LATERAL PIPING

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ACTUAL INSTALLATION LOCATIONS TO BE IN MEDIANS. IRRIGATION COMPONENTS SHOWN IN ROADWAY FOR CLARITY.

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(3) ALEXANDER PALMS NO BUBBLERS

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ROAD NO.

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COUNTY

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BY

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DATE

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BY

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-17

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LANDSCAPE PLAN

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IRRIGATION PLAN (01)

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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WWWWWWWWWWWWWWWWWWWWWWWWW


112 113 114 115 116


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15' SST 15' SST 15' SST 15' SST15' SST

15' SST15'

SST

15'

SST

15'

SST

15'

SST

8'-150

VAN

10'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

10'-150

VAN

10'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

15' EST

McGee & Associates


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54" RCP" RCP

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54" RCP" RCP

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CAR DEALERSHIP

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CAR DEALERSHIP

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MEDIAN #19

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CONC. SW

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CONC. SW

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LOCATE EXISTING CROSSING AND CONNECT EX. 1" LATERAL PIPING TO PROPOSED 2" LATERAL PIPE

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LOCATE EXISTING CROSSING AND CONNECT EX. 1" LATERAL PIPING TO PROPOSED 2" LATERAL PIPE

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2-1/2"

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1-1/4"

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2"

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3/4"

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3/4"

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1-1/4"

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BZ 1-1/4"

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BZ 1-1/4"

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BZ 1-1/4"

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BZ 1-1/4"

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3/4"

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3/4"

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13 GPM

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BUBBLER

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EX. WIRE

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C1-01

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TREES

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76 GPM

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SPRAY

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C1-02

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SHRUBS

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1.5" AC

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1" AC

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EXISTING

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EXISTING

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EX. WIRE

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3/4"

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3/4"

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1"

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1"

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2"

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1"

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1"

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1"

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EX. 2" LATERAL PIPE SLEEVE 1B WITH 1" LATERAL PIPE THROUGH SLEEVE

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EX. 2" LATERAL PIPE SLEEVE 1A WITH 1" LATERAL PIPE THROUGH SLEEVE

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3/4"

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3/4"

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1"

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1-1/4"

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1"

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40 GPM

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SPRAY

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C1-03

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SHRUBS

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1.5" AC

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EXISTING

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EX. WIRE

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3/4"

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3/4"

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1-1/4"

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2"

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1-1/4"

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1-1/4"

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BZ 1-1/4"

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EX. 2 1/2" MAIN LINE 4' OFF CURB

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ROAD NO.

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BY

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DATE

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BY

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DATE

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-18

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LANDSCAPE PLAN

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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WW

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12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

15' EST

15' SST 15' SST 15' SST

McGee & Associates


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15" RCP" RCP

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54" RCP" RCP

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15" RCP" RCP

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54" RCP" RCP

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15" RCP" RCP

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54" RCP" RCP

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MEDICAL BUILDING

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CAR DEALERSHIP

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MEDIAN #20

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MEDIAN #19

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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3/4"

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3/4"

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BZ 1-1/4"

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3/4"

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3/4"

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3/4"

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3/4"

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1"

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1"

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28 GPM

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SPRAY

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C1-04

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SHRUBS

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1.5" AC

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EXISTING

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EX. WIRE

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3/4"

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3/4"

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3/4"

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3/4"

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1-1/4"

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3/4"

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3/4"

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3/4"

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3/4"

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1"

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1"

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1"

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1"

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1-1/4"

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45 GPM

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SPRAY

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C1-05

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SHRUBS

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1.5" AC

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EXISTING

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EX. WIRE

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3/4"

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3/4"

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2"

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EX. 2 1/2" MAIN LINE (1)-4" MAIN LINE SLEEVE (2)-2" WIRE SLEEVES

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BZ 3/4"

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BZ 1"

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BZ 1"

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BZ 1-1/4"

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ROAD NO.

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BY

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DATE

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BY

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-19

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LANDSCAPE PLAN

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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WW

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121 122 123 124 125

15' SST 15' SST

15' SST

15' SST

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

10'-150

VAN

10'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

15' EST

15' SST 15' SST 15' SST

15' SST

15' SST

15' SST

15' SST

10'-150

VAN

10'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

McGee & Associates


AutoCAD SHX Text

15" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text


AutoCAD SHX Text

HOTEL FACILITY

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text


AutoCAD SHX Text

MEDIAN #21

AutoCAD SHX Text

MEDIAN #20

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

BZ 1"

AutoCAD SHX Text

7 GPM

AutoCAD SHX Text

BUBBLER

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

C1-06

AutoCAD SHX Text

TREES

AutoCAD SHX Text

1" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

BZ 3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

7 GPM

AutoCAD SHX Text

BUBBLER

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

C1-07

AutoCAD SHX Text

TREES

AutoCAD SHX Text

1" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text


AutoCAD SHX Text

3/4"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BZ 1-1/4"

AutoCAD SHX Text

BZ 1"

AutoCAD SHX Text

BZ 1-1/4"

AutoCAD SHX Text

BZ 1-1/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

BZ 1"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-20

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text


AutoCAD SHX Text




G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

126 127 128 129


EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

12T

H A

VE

. N

.

BA

NY

AN

B

LV

D.

126 127 128 129

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

10'-150

VAN

10'-150

VAN

15' SST

15' SST

15' SST15' SST

15' SST

15' EST

15' EST

15' SST 15' SST 15' SST15' SST

15' SST

15' SST

15' SST

10'-150

VAN

10'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

12'-150

VAN

McGee & Associates


AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

54" RCP" RCP

AutoCAD SHX Text

SHOPPING CENTER

AutoCAD SHX Text

CAR FACILITY

AutoCAD SHX Text


AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

MEDIAN #21

AutoCAD SHX Text

MEDIAN #22

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

45 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-08

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

1" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3/4"

AutoCAD SHX Text


AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

BZ 1"

AutoCAD SHX Text

BZ 3/4"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BZ 3/4"

AutoCAD SHX Text

BZ 3/4"

AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-21

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text


AutoCAD SHX Text




GG

GG

G

130 131 132 133 134


EXIST. R/W LINE

EXIST. R/W LINE

130 131 132 133 134

LANDCADD 1987 LANDCADD 1987

LANDCADD 1987

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-90

McGee & Associates


AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

DENTAL OFFICE

AutoCAD SHX Text

SHOPPING CENTER

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

EXISTING MAIN LINE 45 DEGREE TO A LOCATION 8 FEET OFF WEST B.O.C.

AutoCAD SHX Text

37 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-09

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

1.5" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

19 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-11

AutoCAD SHX Text

BUBBLER

AutoCAD SHX Text

1.5" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

65 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-10

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

1.5" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

BZ 1-1/2"

AutoCAD SHX Text

BZ 1-1/2"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

BZ 1-1/2"

AutoCAD SHX Text

BZ 1-1/4"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

BZ 1-1/2"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

BZ 1-1/4"

AutoCAD SHX Text


AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

BZ 1-1/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BZ 1"

AutoCAD SHX Text

BZ 1"

AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-22

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text


AutoCAD SHX Text


WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW



135 136 137 138

EXIST. R/W LINE

EXIST. R/W LINE

14

TH

A

VE

. N

.

135 136 137 138

12'-150 12'-90

VAN

12'-90

VAN

12'-90

VAN

12'-90

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-90

VAN

12'-90

VAN

15' EST

15' SST 15' SST 15' SST15' SST

10'-150

VAN

10'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

15' SST

15' SST

15' SST

McGee & Associates


AutoCAD SHX Text

24" RCP" RCP

AutoCAD SHX Text

48" RCP" RCP

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

DENTAL OFFICE

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

MEDIAN #22

AutoCAD SHX Text

MEDIAN #23

AutoCAD SHX Text

LOCATE EXISTING 1" & 1-1/4" LATERAL & 2.5" MAIN LINE CROSSINGS UNDER WALKWAY & PAVERS TO DETERMINE IF LATERAL PIPING OR SLEEVING CAN BE USED FOR PROPOSED LATERAL PIPING

AutoCAD SHX Text

LOCATE & CONNECT TO EXISTING 1" LATERAL CROSSINGS UNDER WALKWAY & PAVERS.

AutoCAD SHX Text

LOCATE & CONNECT TO EXISTING 1-1/4" LATERAL CROSSINGS UNDER WALKWAY & PAVERS.

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

33 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-12

AutoCAD SHX Text

BUBBLERS

AutoCAD SHX Text

1.5" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text

55 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-13

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

1.5" AC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EX. WIRE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BZ 2"

AutoCAD SHX Text

BZ 2"

AutoCAD SHX Text

BZ 2"

AutoCAD SHX Text

BZ 2"

AutoCAD SHX Text

BZ 2"

AutoCAD SHX Text

BZ 1-1/2"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROAD NO.

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT ID

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Phone: (239) 417-0707 Fax: (239) 417-0708

AutoCAD SHX Text

LD-23

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

30

AutoCAD SHX Text

19F32

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text

SR45

AutoCAD SHX Text


AutoCAD SHX Text


WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW



139 140 141 142 143

EXIST. R/W LINE

139 140 141 142 143

LANDCADD 1987

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

McGee & Associates


AutoCAD SHX Text

15" RCP5" RCP" RCP

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

NAPLES PRESERVE

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text


AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

CONC. SW

AutoCAD SHX Text

48 GPM

AutoCAD SHX Text

SPRAY

AutoCAD SHX Text

C1-14

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

1.5" AC

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EXISTING

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EX. WIRE

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55 GPM

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SPRAY

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C1-15

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SHRUBS

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1.5" AC

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EXISTING

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EX. WIRE

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EX. 2-1/2"

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BZ 1-1/2"

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BZ 1-1/2"

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BZ 1-1/2"

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BZ 1-1/2"

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BZ 1-1/2"

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BZ 1-1/2"

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BZ 1-1/4"

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BZ 1-1/4"

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BZ 1-1/4"

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BZ 1-1/4"

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LOCATE & CONNECT TO EXISTING 2-1/2" LATERAL 3' OFF B.O.C.

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EX. 2" LATERAL 3' B.O.C.

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3/4"

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3/4"

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1"

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1"

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1-1/2"

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3/4"

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1"

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1"

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1"

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3/4"

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3/4"

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1"

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EX. 2" LATERAL 3' B.O.C.

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3/4"

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3/4"

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1"

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1"

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1-1/2"

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2"

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1-1/2"

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1-1/4"

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1-1/2"

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1-1/2"

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BZ 1-1/4"

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3/4"

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3/4"

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3/4"

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3/4"

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3/4"

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3/4"

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M

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1

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EXISTING CONTROLLER, RAIN SENSOR AND POINT OF WATER SOURCE CONNECTION AND 2.5" MAIN LINE TO MEDIAN

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ROAD NO.

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COUNTY

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BY

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DATE

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BY

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-24

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LANDSCAPE PLAN

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

12'-150

VAN

10'-150

VAN

15' SST

15' EST

15' SST15' SST

15' SST15' SST15' SST15' SST15' SST15' SST15' SST15' SST

10'-150

VAN

10'-150

VAN

McGee & Associates


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15" RCP5" RCP" RCP

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NAPLES PRESERVE

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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CONC. SW

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MEDIAN #23

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BZ 3/4"

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BZ 1"

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BZ 1"

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BZ 1"

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BZ 1-1/4"

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3/4"

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3/4"

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3/4"

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1"

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1"

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1-1/4"

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1-1/2"

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1-1/4"

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3/4"

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1"

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1"

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1-1/2"

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1"

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BZ 3/4"

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-25

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LANDSCAPE PLAN

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FEET

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SCALE

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30

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15

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0

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30

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19F32

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COLLIER

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SR45

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McGee & Associates

12" HIGH POP UP SPRAY HEAD

INSTALLATION DETAIL

TREE/PALM BUBBLER REFERENCE GUIDE

TREE/PALM FLOOD BUBBLERS INSTALLATION DETAIL

PLAN VIEW

ELEVATION/SECTION


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ROAD NO.

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COUNTY

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BY

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DATE

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BY

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DESCRIPTION

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-26

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LANDSCAPE PLAN

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19F32

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COLLIER

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SR45

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SCH 40 FITTINGS FOR CONNECTION

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SPRINKLER HEADS SHALL BE PLACED NO CLOSER THAN 12" FROM THE BACK OF CURB

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SCH 40 COMBINATION ELBOW INS x MPT

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" FLEX PIPE" , 18" MIN. LENGTH

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NOTES :

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PVC LATERAL

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AS SPECIFIED

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SCH 40 TEE

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SLIPxSLIPxFPT

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N.T.S.

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COMPACTED CLEAN BACK-FILL

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SPRAY OR ROTOR HEAD

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SPRINKLER AS SPECIFIED

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FINISH GRADE

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18" MAX. TYP.

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3"

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MEDIAN CURB

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FINISH GRADE

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AND NO FURTHER THAN 18" FROM BACK OF CURB.

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NOTE :

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BUBBLER QTY. PER TREE ESTABLISHMENT FLOW RATE

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(2) .5 GPM BUBBLER PER PALM.

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DESCRIPTION

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SYMBOL

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ROYAL PALMS

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(4) .5 GPM BUBBLER PER TREE.

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LANDCADD 1987

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FLOOD BUBBLER CONNECTED

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TO FLEXIBLE PVC PIPE WITH

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ADEQUATE BARBED FITTINGS

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FLEXIBLE PVC PIPE TO FLOOD

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BUBBLERS. INSTALL ON GRADE BELOW MULCH

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FINISH GRADE

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TREE OR PALM TO BE IRRIGATED

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MULCH AS SPECIFIED

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N.T.S.

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LATERAL PIPE

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CLASS 200 PVC

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1/2" DIA. FLEXIABLE

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PIPE

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BUBBLERS

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PERIMETER OF ROOT BALL

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LIMIT OF MULCH RING

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TREE TRUNK

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LATERAL PIPE TO FLOOD BUBBLER

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FLEXIABLE PVC PIPE. INSTALL 12" BELOW GRADE

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GALV. METAL U-SHAPED

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ANCHOR PINS AT EA. BUBBLERS

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AND AT TEE (4 OR 6 REQUIRED)

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OUTSIDE OF PLANTING PIT

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BACKFILL LEVEL

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LOCATE AT EDGE OF ROOT BALL

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SET ALL BUBBLERS TO A .5 GPM FLOW

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NOTES :

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REFER TO SCHEDULE FOR BUBBLER QUANTITIES PER TREE TYPES. ALL BUBBLERS SHALL BE ZONED SEPARATE FROM OTHER ZONES. BUBBLER IS TO BE INSTALLED ADJACENT TO ROOTBALL PERIMETER. DO NOT INSTALL BUBBLER ON TOP OF ROOTBALL NEXT TO TRUNK.

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(2 OR 4 REQUIRED)

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BZ

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ALL OTHER PALMS & TREES

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4"

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12" MIN. TYP.

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PROPOSED

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PROPOSED

McGee & Associates

TYPICAL ELECTRIC SOLENOID VALVE ASSEMBLY

TYPICAL TRENCHING DETAIL


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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-27

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LANDSCAPE PLAN

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19F32

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COLLIER

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SR45

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GREEN RPM EPOXY TO TOP OF CURB, 1 PER SIDE OF MEDIAN

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CURBING

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N.T.S.

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CONCRETE PAVER BRICKS FOR

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SUPPORT AT EACH CORNER. TAMP AND LEVEL.

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DUCT TAPE , PROVIDE 4" OVERLAP

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6" # 89 STONE , PROVIDE

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2" GAP BETWEEN BOTTOM OF

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VALVE AND TOP OF STONE .

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NON-WOVEN FILTER FABRIC

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ATTACH TO VALVE BOX WITH

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18' MIN. LENGTH PER WIRE.

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MANUAL GATE VALVE CONNECT TO

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FITTINGS SHALL BE TIGHTENED TO

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MANUFACTURER.

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E.S.V. WITH SCH 80 PVC

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TORQUE RECOMMENDED BY

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SCH 80 PVC VALVE CONNECTING

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NIPPLE. SCH 80 PVC THREADED

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AS SPECIFIED

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JUMBO SIZE VALVE BOX

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LEVEL & 4" ABOVE GRADE

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ELECTRIC SOLENOID VALVE

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COMPACTED CLEAN

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TAPE TO INTAKE NIPPLE AND

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TO MAIN LINE. PROVIDE WIRE

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BACKFILL

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CONNECTORS.

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FLOW

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2" AIR GAP - MANDATORY

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A-2

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AGUA IRRIGACION

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NO-POTABLE, NO

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TOMAR.

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IRRIGATION WATER,

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DO NOT DRINK

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NON-POTABLE

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IDENTIFICATION TAG

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LAMINATED VALVE

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CONTROL WIRES COILED

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FINISH GRADE

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NON-POTABLE WATER

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IDENTIFICATION TAG

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SET IN CENTER OF MEDIANS OR 5' MINIMUM OFF CURBING OR 12' OFF PAVEMENT

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MATCH EXISTING VALVE BOX ALUMINUM ENGRAVED & RIVETED IDENTIFICATION PLATES

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ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN SOIL FREE OF DEBRIS & NOXIOUS WEEDS. TRENCHES

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ALL TRENCHING DEPTHS SHOWN ARE MINIMUM. IN THE EVENT THAT MINIMUM TRENCHING DEPTHS

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PROVIDE A 6" MINIMUM VERTICAL SEPARATION BETWEEN MAIN LINE(S) AND LATERAL LINE(S).

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CONTROL WIRE

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24 VOLT ELECTRIC VALVE

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PVC IRRIGATION LATERAL.

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SHALL BE COMPACTED TO A 90% STANDARD PROCTOR DENSITY, ASTMD698-78.

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DEPTH MEASUREMENTS ARE TO BE DONE FROM FLUSH GRADE TO TOP OF PIPE.

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ARE NOT MET, THE TRENCHES SHALL BE RE-EXCAVATED.

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IRRIGATION MAIN LINE OR

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SUBMAIN LINE.

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COMPACTED CLEAN FILL

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EXISTING

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12"MIN.

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N.T.S.

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EXISTING

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N.T.S.

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RECOMMENDED FLOW RATE PIPE SIZING SCHEDULE:

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%%UPipe Size:

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%%UGallons Per Minute Flow (GPM)

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%%USch. 160 Pipe

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1/2" dia. less than 7 GPM

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3/4" dia. 8 to 10 GPM

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1" dia. 11 to 15 GPM

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1.25" dia. 16 to 25 GPM

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1.50" dia. 26 to 35 GPM

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2.0" dia. 36 to 50 GPM

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2.5" dia. 50 to 80 GPM

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%%USch. 40 Pipe

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less then 4 GPM N/A

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5 to 8 GPM less than 10 GPM

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9 to 10 GPM 11 to 16 GPM

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11to 20 GPM 17 to 26 GPM

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%%UClass 200 Pipe

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EXISTING

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EXISTING

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PROPOSED

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20"

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EXISTING CURBING

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PROPOSED

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EXISTING

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PROPOSED

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PROPOSED

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-28Tabqld01, 11/18/2019 2:27:48 PM

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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PROJECT ID

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-28

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LANDSCAPE PLAN

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TABULATION OF QUANTITIES

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19F32

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COLLIER

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SR45

McGee & Associates

D:\COFN US 41\2019-005CityofNaplesUS41Median Renovations\DWG\Plan\Plan\2019-005PLANLD01.dwg, LD-29Tabqirrld01, 11/18/2019 2:27:50 PM

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ROAD NO.

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COUNTY

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BY

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DESCRIPTION

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DATE

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BY

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DESCRIPTION

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DATE

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SHEET

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NO.

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Phone: (239) 417-0707 Fax: (239) 417-0708

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LD-29

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LANDSCAPE PLAN

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TABULATION OF QUANTITIES

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19F32

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COLLIER

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SR45

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IRRIGATION

NAPLES RATTLESNAKE · golden gate 886 202122 1716 15 10 1112789 896 896 851 886 ... t-49-s. t-50-s....

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Transcript of NAPLES RATTLESNAKE · golden gate 886 202122 1716 15 10 1112789 896 896 851 886 ... t-49-s. t-50-s....