streets & stormwater - naplesgov.com · ... pay item notes: ... 522-2 522-1 110-1-1 summary of...

NO.

SHEET

YEAR

FISCAL

10:48:11 AM U:\Projects\20170096-000\roadway\KEYSRD01.DGNdaz 5/19/2017

1 17

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

CONTRACT NO.

CONSTRUCTION

SHEET DESCRIPTIONSHEET NO.

INDEX OF ROADWAY PLANS

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

for Road and Bridge Construction at the following website:

Florida Department of Transportation, 2017 Standard Specifications

http://www.fdot.gov/rddesign/DesignStandards/Standards.shtm

and applicable Design Standards Revisions (DSRs) at the following website:

Florida Department of Transportation, FY2017-18 Design Standards eBook (DSeB)

T-49-S

T-50-S

T-49-S

T-50-S

R-2

6-E

R-2

5-E

R-2

6-E

R-2

5-E

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

CERTIFICATE OF AUTHORIZATION NO. 642

NAPLES, FLORIDA 34112

2350 SANFORD COURT

JOHNSON ENGINEERING, INC.

P.E. LICENSE NUMBER 73952

JOSHUA J. HILDEBRAND, P.E.

PLANS PREPARED BY:

CITY OF NAPLES

STREETS & STORMWATER

5TH AVENUE NORTH SIDEWALK

TO ANTHONY PARK PATHWAY

FROM GOODLETTE FRANK ROAD

JEI PROJECT ID: 20170096-000

COLLIER COUNTY, FLORIDA

"CALL SUNSHINE"

1-800-432-4770

48 HOURS BEFORE DIGGING

MAY 2017

100% SUBMITTAL

CITY OF NAPLES PROJECT MANAGER: CECILIA VARGA

STA. 114+40.00

END PROJECT

STA. 100+60.00

BEGIN PROJECT

PROJECT LOACTION

TRAFFIC CONTROL NOTES15

CROSS SECTIONS12-14

PLAN & PROFILE SHEETS7-11

GENERAL NOTES6

PROJECT LAYOUT5

TYPICAL SECTIONS3-4

SUMMARY OF PAY ITEMS2

KEY SHEET1

NAPLES CITY COUNCIL

SAM J. SAAD IIICOUNCIL MEMBER:

REG BUXTONCOUNCIL MEMBER:

MICHELLE MCLEODCOUNCIL MEMBER:

ELLEN SEIGELCOUNCIL MEMBER:

DOUG FINLAYCOUNCIL MEMBER:

LINDA PENNIMAN VICE-MAYOR:

BILL BARTNETTMAYOR:

5/19/2017daz U:\Projects\20170096-000\roadway\CESSRD01.DGN10:49:12 AM

2 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

SUMMARY OF PAY ITEMS

JEI PROJECT ID

20170096-000

CITY OF NAPLES




2350 STANFORD COURT NAPLES, FL 34112

P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND

PAY ITEM NOTES:

REQUIRED TO MATCH EXISTING SIGN.

PAY ITEM INCLUDES RELOCATION OF BASE, DECORATIVE POST, DECORATIVE PANEL, AND ALL OTHER COMPONENTS

EXISTING RAMP IS IMPACTED.

ADDITIONAL 25 SF OF YELLOW DETECTABLE WARNING MAT TO BE USED AT GOODLETTE/5TH AVE N INTERSECTION IF

MADE.

ACHIEVE FINISHED GRADE OF SIDEWALK TO BE INHERENT TO PAY ITEM. NO ADDITIONAL COMPENSATION SHALL BE

ALL COSTS ASSOCIATED WITH ADJUSTMENTS TO EXISTING PULL BOXES, MANHOLE RIMS, AND VALVE BOXES TO

TO THE CITY.

AND GRUBBING DEBRIS SHALL BE REMOVED FROM THE JOB SITE BY THE CONTRACTOR AT NO ADDITIONAL COST

IRRIGATION, CONFLICTING STRIPING AND SIGNAL COMPONENTS NOT COVERED BY OTHER PAY ITEMS. ALL CLEARING

BASE, STORM STRUCTURES, PIPES, CONCRETE BARRIERS,VEGETATION/TREE, LANDSCAPING, CURB & GUTTER, FENCE,

CLEARING AND GRUBBING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE REMOVAL OF ASPHALT, CONCRETE, DRIVEWAY

700-1-50

527-2

522-2

522-1

110-1-1

SUMMARY OF ROADWAY

PAY ITEM NO. DESCRIPTION UNIT QUANTITY

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-10-3 SEDIMENT BARRIER (STAKED SILT FENCE) LF 1,019

104-18 INLET PROTECTION SYSTEM EA 6

110-1-1 CLEARING & GRUBBING LS 1

110-7-1 MAILBOX, RELOCATE SINGLE EA 1

120-1 EXCAVATION LS 1

120-6 EMBANKMENT LS 1

425-5-1 MANHOLE, ADJUST, UTILITIES EA 1

430-963-1 PVC PIPE FOR SIDEWALK DRAINAGE, 4" LF 20

520-2-4 CONCRETE CURB, TYPE D LF 65

522-1 CONCRETE SIDEWALK, 4" THICK SY 535

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 461

527-2 DETECTABLE WARNINGS, BRICK RED SF 44

527-2 DETECTABLE WARNINGS, YELLOW SF 44

570-1-2 PERFORMANCE TURF, SOD (FLORITAM - ST. AUGUSTINE) SY 2047

580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1

590-70-1 IRRIGATION SYSTEM REPAIRS LS 1

700-1-50 SINGLE POST SIGN, RELOCATE EA 6

711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK LF 101

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE LF 20

BID ALTERNATE NO. 1

ROCK-G ROCK GARDEN LS 1

BID ALTERNATE NO. 2

520-2-4 CONCRETE CURB, TYPE D LF 91

(TO REMAIN)

EXIST. ROADWAY

¡ CONST.

R/W LINE R/W LINE

GROUND

NATURAL

GROUND

NATURAL

3:1

1'

* TYPICAL SECTION NOTES

TURF (SOD)

PERFORMANCE

POSTED SPEED LIMIT = 25 MPH

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3 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

TYPICAL SECTION

JEI PROJECT ID

20170096-000

CITY OF NAPLES






80' EXISTING R/W

20'±

(TO REMAIN)

EXIST. ROADWAY

¡ CONST.

R/W LINE R/W LINE

GROUND

NATURALGROUND

NATURAL

TURF (SOD)

PERFORMANCE

VARIES 5'

TURF (SOD)VARIES PERFORMANCE

80' EXISTING R/W

5'VARIES

CONCRETE SIDEWALK

CONST. 4" THICK

CONCRETE SIDEWALK

CONST. 4" THICK

TYP.1.5%

STANDARD CLEARING

STANDARD CLEARING

TO REMAIN

EXIST. SIDEWALK

TO REMAIN

EXIST. SIDEWALK

PGL

PGL

20'±

& GRUBBING (VARIES)

& GRUBBING (VARIES)

STA. 113+20.00 TO STA. 114+15.61

STA. 100+99.92 TO STA. 111+88.00

5TH AVENUE NORTH

TYPICAL SECTION *

STA. 111+88.00 TO STA. 113+20.00

5TH AVENUE NORTH

TYPICAL SECTION *

TURF (SOD)PERFORMANCEVARIES

1.5%

3:1

1'

TRANSITION RATE IS 1:100. TYPICAL TRANSITION LENGTH FOR 5' WIDE SIDEWALK IS 12'.

LONGITUDINAL SLOPE) PROVIDED THAT DRAINAGE IS NOT ADVERSELY IMPACTED. CROSS SLOPE

EXISTING TERRAIN WITHIN ADA REQUIREMENTS (2% MAX. CROSS SLOPE, 5% MAX.

CROSS SLOPE OF SIDEWALK MAX. VARY. CONTRACTOR MAY ADJUST IN THE FIELD TO MATCH

20'±

(TO REMAIN)

EXIST. ROADWAY

¡ CONST.

R/W LINE R/W LINE

GROUND

NATURAL

CONCRETE SIDEWALK

CONST. 6" THICK

PGL

80' EXISTING R/W

5'VARIES VARIES

CONCRETE DRIVEWAY

CONST. 6" THICK

CONCRETE DRIVEWAY

CONST. 6" THICK

EXIST. DRIVEWAY

SAWCUT & MATCH

DRIVEWAY RECONSTRUCTION

5TH AVENUE NORTH

TYPICAL SECTION *

5/19/2017daz U:\Projects\20170096-000\roadway\TYPSRD01.DGN10:49:13 AM

4 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

TYPICAL SECTION

JEI PROJECT ID

20170096-000

CITY OF NAPLES






* TYPICAL SECTION NOTES

TRANSITION RATE IS 1:100. TYPICAL TRANSITION LENGTH FOR 5' WIDE SIDEWALK IS 12'.

LONGITUDINAL SLOPE) PROVIDED THAT DRAINAGE IS NOT ADVERSELY IMPACTED. CROSS SLOPE

EXISTING TERRAIN WITHIN ADA REQUIREMENTS (2% MAX. CROSS SLOPE, 5% MAX.

CROSS SLOPE OF SIDEWALK MAX. VARY. CONTRACT MAY ADJUST IN THE FIELD TO MATCH

POSTED SPEED LIMIT = 25 MPH

VARIESVARIES

1.5%

STANDARD CLEANING

TO REMAIN

EXIST. SIDEWALK

& GRUBBING (VARIES)

ROCK GARDEN DETAILNTS

CURB

BE APPROVED BY CITY)

STONE MULCH (COLOR TO

3" THICK LAYER OF WASHED

1.5% 1.5%

1:3 1:3

MIN MIN

1'SIZE VARIES1'SIDEWALK

SIDEWALK

24"24" VARIESVARIES

SIDEWALK DRAINAGE DETAIL

DRAINAGE (4") LF.

CONTRACT UNIT PRICE FOR PVC PIPE FOR BACK OF SIDEWALK

2. PIPE AND MITERED END TO BE PAID FOR UNDER THE

FOR DIRECT SUNLIGHT EXPOSURE SCHEDULE 40 MAY BE USED.

1. EITHER CAST IRON PIPE OR PVC RIGID CONDUIT, U.L. LISTED

NOTES:

DOUBLE 4" PIPE

6"6"

6"

VARIES

CLASS I CONCRETE

MITERED END

DITCH BOTTOM

0.5% MIN. SLOPE

N.T.S.

5'

PO

T S

TA.

100

+00.0

0

100

PI S

TA.

103

+22.7

0105 P

C S

TA.

108

+07.6

9

110

PT S

TA. 110+86.9

8

PI S

TA.

109+52.6

9

PC S

TA. 112+91.2

3

PT STA. 114+88.54

PI STA. 113+99.83

CURVE DATA CL_5TH-1

PI STA. = 109+52.69

T = 145.00

L = 279.29

R = 421.11

PC STA. = 108+07.69

PT STA. = 110+86.98

CURVE DATA CL_5TH-2

PI STA. = 113+99.83

T = 108.59

L = 197.31

R = 190.00

PC STA. = 112+91.23

PT STA. = 114+88.54

GO

OD

LE

TT

E-F

RA

NK R

D.

13

TH S

TR

EE

T N.

14T

H S

TREET N.

5TH AVE

6

10

9

87

136

137

135

132

134 133 129

130

128 126

125

123 120

121 118 117 115114

119 116

112

113

111

108

109

110

107

105

106

EXIST. R/W

EXIST. R/W

5/19/2017daz U:\Projects\20170096-000\roadway\PLAYRD01.DGN10:49:13 AM

5 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT LAYOUT

JEI PROJECT ID

20170096-000

CITY OF NAPLES






CL CONST. 5TH AVE

ALIGNMENT POINT NO.COORDINATES

CONTROL STATIONNORTHING EASTING

CL CONST. 5TH AVE CL1 662259.1424 396671.0757 POT 100+00.00

CL CONST. 5TH AVE CL2 662298.4893 396991.3633 PI 103+22.70

CL CONST. 5TH AVE CL3 662301.3649 397476.3538 PC 108+07.69


CL CONST. 5TH AVE CL5 662392.1711 397735.0807 PT 110+86.98

CL CONST. 5TH AVE CL6 662518.8718 397895.2832 PC 112+91.23



ELEV. = 4.05 (NAVD 88)

E. = 396765.3090

N. = 662311.0910

FIRC 5/8 B&B LB 3241

136

ELEV. = 3.13 (NAVD 88)

E. = 396950.0820

N. = 662333.7370

FCM 4X4

135

ELEV. = 2.87 (NAVD 88)

E. = 397371.8940

N. = 662260.6930

FIR 5/8 BENT

118

� CONST.

N

Feet

100200

CL1

CL2 CL3

CL4

CL5

CL6

CL7

CL8

ELEV. = 2.26 (NAVD 88)

E. = 397846.8780

N. = 662531.4090

FIR 5/8

105

ELEV. = 2.65 (NAVD 88)

E. = 397481.8770

N. = 662261.2860

FIR 5/8

115

ELEV. = 3.22 (NAVD 88)

E. = 397121.9110

N. = 662339.1020

FIR 5/8

128

ELEV. = 3.62 (NAVD 88)

E. = 397064.9350

N. = 662338.8890

FIRC 5/8 UR

129

ELEV. = 2.87 (NAVD 88)

E. = 397475.8160

N. = 662341.2540

FIR 5/8

116

ELEV. = 2.19 (NAVD 88)

E. = 397870.0890

N. = 6662550.0100

FIRC 5/8 UR

106

ELEV. = 3.12 (NAVD 88)

E. = 397757.1750

N. = 662460.5740

FIR 5/8

107

ELEV. = 3.10 (NAVD 88)

E. = 397427.0140

N. = 662261.0050

FIR 5/8 BENT

117

ELEV. = 3.87 (NAVD 88)

E. = 397041.7070

N. = 662258.7490

FIRC 5/8 UR

130

ELEV. = 3.61 (NAVD 88)

E. = 396985.7320

N. = 662257.7670

FCM 4X4

132

ELEV. = 3.02 (NAVD 88)

E. = 397709.9750

N. = 662423.3480

FIR 5/8

108

ELEV. = 3.79 (NAVD 88)

E. = 397758.4970

N. = 662410.6520

FND (TAB)

109

ELEV. = 3.01 (NAVD 88)

E. = 397379.5860

N. = 662341.1960

FIR 5/8 BENT

119

ELEV. = 3.45 (NAVD 88)

E. = 397007.8330

N. = 662338.6380

FIR 5/8 BENT

133

ELEV. = 3.66 (NAVD 88)

E. = 396988.3050

N. = 662338.4640

FIR 1/2

134

ELEV. = 3.30 (NAVD 88)

E. = 397310.5870

N. = 662340.2430

FIR 5/8

120

ELEV. = 3.80 (NAVD 88)

E. = 397759.7820

N. = 662360.5570

FIR 5/8

110

ELEV. = 3.22 (NAVD 88)

E. = 397646.8900

N. = 662294.6220

FIR 5/8

111

ELEV. = 3.82 (NAVD 88)

E. = 397316.7770

N. = 662260.2830

FIRC 5/8 LB 6569

121

ELEV. = 3.31 (NAVD 88)

E. = 397250.7380

N. = 662339.9400

FIR 5/8

123

ELEV. = 3.08 (NAVD 88)

E. = 397548.3850

N. = 662348.6250

FIR 5/8 BENT

112

ELEV. = 3.25 (NAVD 88)

E. = 397591.5510

N. = 662276.5530

FIRC 5/8 UR

113

ELEV. = 3.88 (NAVD 88)

E. = 397206.8120

N. = 662259.7180

FIR 5/8

125

ELEV. = 4.55 (NAVD 88)

E. = 396766.1480

N. = 662230.5970

FIRC 5/8 LB 6569

137

ELEV. = 3.51 (NAVD 88)

E. = 397178.7040

N. = 662339.5150

FIR 1/2

126

ELEV. = 3.24 (NAVD 88)

E. = 397537.0030

N. = 662265.6180

FIR 5/8 BENT

114

STA. 100+60.00

BEGIN PROJECT

STA. 114+40.00

END PROJECT

5/19/2017daz U:\Projects\20170096-000\roadway\GNNTRD01.DGN10:49:30 AM

6 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

GENERAL NOTES

JEI PROJECT ID

20170096-000

CITY OF NAPLES






GENERAL NOTES: (CONTD.)

PRIOR TO ACCEPTANCE OF CONTRACT. COST SHALL BE INCLUDED IN MOBILIZATION PAY ITEM 101-1.

ALL PROPOSED STRUCTURES AND STORMWATER FACILITIES LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE CLEANED31.

REFER TO THE EDGE OF PAVEMENT (E/P) UNLESS OTHERWISE NOTED.

ALL STATIONS AND OFFSETS REFER TO THE CENTER LINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. DIMENSIONS30.

DIRECTION OF THE ENGINEER.

EXISTING WALKS AND DRIVES ARE NOT INDICATED ON THE PLANS, PROPER CONNECTIONS SHALL BE MADE AT THE

ANY EXISTING PAVEMENT THAT IS TO BE REMOVED MUST BE SAW-CUT PRIOR TO REMOVAL. WHERE CONNECTIONS TO29.

RELOCATION IS THE RESPONSIBILITY OF THE CONTRACTOR.

MAILBOXES IS INCIDENTAL TO THIS PAY ITEM. REPLACEMENT OF MAILBOXES DAMAGED DURING REMOVAL AND

ACCORDANCE WITH POSTAL REQUIREMENTS; COST TO BE INCLUDED UNDER 110-7-1. REMOVAL AND RELOCATION OF

ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET BY THE CONTRACTOR IN 28.

FOR THIS PROJECT.

TRANSPORTATION "ROADWAY AND TRAFFIC DESIGN STANDARDS" 2016-2017, AS AMENDED BY THE SPECIFICATIONS

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" DECEMBER 2009, AND THE CURRENT FLORIDA DEPARTMENT OF

INCLUDING TEMPORARY PAVEMENT MARKING, IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION

THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES,27.

CONTRACT.

ITEMIZED UNDER SUMMARY OF ESTIMATED QUANTITIES OR SPECIAL PROVISIONS SHALL BE INCIDENTAL TO THE

APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED BY THE ENGINEER. REQUIRED WORK NOT

FOR ANY EXCESS OR DEFICIENCY. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE

THE CITY OF NAPLES

ENGINEER. THE QUANTITIES AS PROVIDED ARE APPROXIMATE ONLY AND NO CLAIM SHALL BE MADE AGAINST

DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

MEASUREMENTS OF THE COMPLETED ITEMS, READY FOR SERVICE AND ACCEPTED BY THE CITY OF NAPLES. ANY

TO COMPLETE THE ITEM. PAYMENT FOR CONTRACT ITEMS WILL BE BASED ON ACTUAL FIELD (IN-PLACE)

EACH ITEM LISTED IN SUMMARY OF ESTIMATED QUANTITIES IS TO INCLUDE ALL WORK AND MATERIALS NECESSARY26.

DOCUMENTS FOR ADDITIONAL CONTROL AND SCOPE OF WORK.

PROJECT IN ACCORDANCE WITH THE INTENT OF THE PLANS. THE CONTRACTOR SHALL REFER TO THE CONTRACT

HOWEVER, THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY FOR CONSTRUCTING THE

THE ENGINEER SHALL BE CONSULTED TO MAKE ANY REQUIRED INTERPRETATIONS OF THE PLANS,25.

WORK.

FROM RESPONSIBILITY FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE

ACQUAINT HIM/HERSELF WITH THE AVAILABLE INFORMATION AND FIELD CONDITIONS WILL NOT RELIEVE HIM/HER

EXISTING TOPOGRAPHY AND GENERAL CONDITION OF THE AREA OF WORK. ANY FAILURE BY THE CONTRACTOR TO

IT IS RECOMMENDED THAT THE CONTRACTOR CONDUCT SITE INVESTIGATIONS TO SATISFY HIM/HERSELF WITH THE24.

GUARANTEE THAT ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED

UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. BEFORE WORKING IN AN AREA, CONTRACTOR SHALL

TO THE SOIL OR GROUND CONDITIONS, AND ASSUMES NO LIABILITY FOR SUCH. THE LOCATION OF UNDERGROUND

THE CITY OF NAPLES DOES NOT CERTIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, NOR AS23.

CLOSURE OF SIDEWALKS.

MAINTENANCE OF TRAFFIC PLAN MUST INCLUDE FDOT DESIGN STANDARDS INDEX 660 PEDESTRIAN CONTROL FOR22.

INDEX 600 SERIES.

MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)21.

AREAS, ETC., SHALL BE SODDED AT NO ADDITIONAL COST.

DISTURBED AREAS NOT INTENDED TO BE DISTURBED, INCLUDING BUT NOT LIMITED TO STAGING AREAS, STOCKPILE

SOD QUANTITY INCLUDES ONLY THOSE AREAS INTENDED TO BE DISTURBED BY PROPOSED IMPROVEMENTS. OTHER20.

CONTRACTOR SHALL REPLACE ANY EXISTING SIDE STREET MARKINGS OBLITERATED DURING CONSTRUCTION.19.

WITHIN THE PROJECT LIMITS AT ALL TIMES.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING CONVEYANCES AND DRAINAGE CONNECTIONS18.

AT THE COMPLETION OF THIS PROJECT, ALL DISTURBED SURFACES SHALL BE COVERED BY PERFORMANCE TURF.17.

TROPICAL SODA APPLE, SHALL BE REJECTED FOR USE ON THE PROJECT.

APPOINTED REPRESENTATIVE PRIOR TO PLACEMENT. ANY SOD WITH NOXIOUS WEEDS AND GRASSES, INCLUDING

PROJECT MANAGER BY THE CONTRACTOR. ALL SOD MATERIALS SHALL BE SUBJECT TO INSPECTION BY THE CITY OR

MATERIALS, ARE FREE OF NOXIOUS WEEDS, INCLUDING TROPICAL SODA APPLE, SHALL BE FURNISHED TO THE CITY

AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY, STATING THAT THE SOD, HAY, STRAW, AND MULCH

PRIOR TO INCORPORATION INTO THE PROJECT, A CERTIFICATION FROM THE FLORIDA DEPARTMENT OF AGRICULTURE16.

NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY THE CITY PROJECT MANAGER.

FOR INVESTIGATION, IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. THE CONTRACTOR SHALL

AERA OF KNOWN OR SUSPECTED CONTAMINATION FROM FUTHER ACCESS. THE CITY PROJECT MANAGER WILL ARRANGE

IMMEDIATELY REPORTED TO THE CITY PROJECT MANAGER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THAT

ANY KNOWN OR SUSPECTED HAVARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE

FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED AN MSDS SUBMITTAL.

BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED

WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE.

PERMISSION FROM THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE THE CITY PROJECT MANAGER

SUCH FOR PERFORMING THE CONTRACTED WORK, THE CONTRACTOR SHALL REQUEST, IN WRITING, WRITTEN

CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE15.

ACTIVITIES. NO ADDITIONAL PAYMENT SHALL BE MADE.

ACQUISITION OF CONSTRUCTION-RELATED PERMITS SHALL BE INCIDENTAL TO THE COST OF CONSTRUCTION-RELATED

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CONSTRUCTION-RELATED PERMITTING. PAYMENT FOR14.

COORDINATING THESE SERVICES DURING CONSTRUCTION.

CONSTRUCTION STAKING IS THE CONTRACTOR’S RESPONSIBILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR13.

CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE CITY OF NAPLES.

CONTRACTOR TO MAINTAIN EXISTING TRAFFIC / ACCESS, EXISTING DRAINAGE, AND EXISTING UTILITIES DURING12.

SEDIMENT CONTROL MANUAL.

ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND11.

CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO ENGINEER.10.

CITY OF NAPLES WITHOUT DELAY BY TELEPHONE AT (239) 213-5000.

IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE

ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS 9.

239-252-8192COLLIER COUNTYSTORMWATER

239-444-0400SUMMIT BROADBANDCOMMUNICATIONS

866-787-2637FPL FIBERNETCOMMUNICATIONS

877-832-6747TECOGAS

239-252-6245COLLER COUNTYWATER

SERVICE (THE SUNSHINE STATE)

811SUNSHINE ONE CALLUNDERGROUND FACILITY LOCATION

239-252-6886COLLIER COUNTYWASTEWATER

239-432-1850COMCASTCABLE TV

800-339-1811CENTURY LINKTELEPHONE

800-458-8243FLORIDA POWER & LIGHT (24 HOUR EMERGENCY) ELECTRIC

PHONEOWNERUTILITY

UTILITY/AGENCY OWNERS:8.

EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.7.

SUNSHINE STATE ONE CALL AT (800) 432-4770.

CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO CONSTRUCTION AND CONTACT THE6.

BEEN VERIFIED.

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT

BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE5.

EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN, UNLESS OTHERWISE NOTED.4.

NO ADDITIONAL COST TO THE OWNER.

EXISTING FACILITIES SHALL BE RESTORED TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION AT3.

HORIZONTAL DATUM = NAV 83 FLORIDA STATE PLANE, WEST ZONE, US FOOT.2.

ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)1.

5/19/2017daz U:\Projects\20170096-000\roadway\GNNTRD01.DGN10:49:30 AM

6 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

GENERAL NOTES

JEI PROJECT ID

20170096-000

CITY OF NAPLES






GENERAL NOTES: (CONTD.)

PRIOR TO ACCEPTANCE OF CONTRACT. COST SHALL BE INCLUDED IN MOBILIZATION PAY ITEM 101-1.

ALL PROPOSED STRUCTURES AND STORMWATER FACILITIES LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE CLEANED31.

REFER TO THE EDGE OF PAVEMENT (E/P) UNLESS OTHERWISE NOTED.

ALL STATIONS AND OFFSETS REFER TO THE CENTER LINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. DIMENSIONS30.

DIRECTION OF THE ENGINEER.

EXISTING WALKS AND DRIVES ARE NOT INDICATED ON THE PLANS, PROPER CONNECTIONS SHALL BE MADE AT THE

ANY EXISTING PAVEMENT THAT IS TO BE REMOVED MUST BE SAW-CUT PRIOR TO REMOVAL. WHERE CONNECTIONS TO29.

RELOCATION IS THE RESPONSIBILITY OF THE CONTRACTOR.

MAILBOXES IS INCIDENTAL TO THIS PAY ITEM. REPLACEMENT OF MAILBOXES DAMAGED DURING REMOVAL AND

ACCORDANCE WITH POSTAL REQUIREMENTS; COST TO BE INCLUDED UNDER 110-7-1. REMOVAL AND RELOCATION OF

ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET BY THE CONTRACTOR IN 28.

FOR THIS PROJECT.

TRANSPORTATION "ROADWAY AND TRAFFIC DESIGN STANDARDS" 2016-2017, AS AMENDED BY THE SPECIFICATIONS

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" DECEMBER 2009, AND THE CURRENT FLORIDA DEPARTMENT OF

INCLUDING TEMPORARY PAVEMENT MARKING, IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION

THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES,27.

CONTRACT.

ITEMIZED UNDER SUMMARY OF ESTIMATED QUANTITIES OR SPECIAL PROVISIONS SHALL BE INCIDENTAL TO THE

APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED BY THE ENGINEER. REQUIRED WORK NOT

FOR ANY EXCESS OR DEFICIENCY. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE

THE CITY OF NAPLES

ENGINEER. THE QUANTITIES AS PROVIDED ARE APPROXIMATE ONLY AND NO CLAIM SHALL BE MADE AGAINST

DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

MEASUREMENTS OF THE COMPLETED ITEMS, READY FOR SERVICE AND ACCEPTED BY THE CITY OF NAPLES. ANY

TO COMPLETE THE ITEM. PAYMENT FOR CONTRACT ITEMS WILL BE BASED ON ACTUAL FIELD (IN-PLACE)

EACH ITEM LISTED IN SUMMARY OF ESTIMATED QUANTITIES IS TO INCLUDE ALL WORK AND MATERIALS NECESSARY26.

DOCUMENTS FOR ADDITIONAL CONTROL AND SCOPE OF WORK.

PROJECT IN ACCORDANCE WITH THE INTENT OF THE PLANS. THE CONTRACTOR SHALL REFER TO THE CONTRACT

HOWEVER, THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY FOR CONSTRUCTING THE

THE ENGINEER SHALL BE CONSULTED TO MAKE ANY REQUIRED INTERPRETATIONS OF THE PLANS,25.

WORK.

FROM RESPONSIBILITY FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE

ACQUAINT HIM/HERSELF WITH THE AVAILABLE INFORMATION AND FIELD CONDITIONS WILL NOT RELIEVE HIM/HER

EXISTING TOPOGRAPHY AND GENERAL CONDITION OF THE AREA OF WORK. ANY FAILURE BY THE CONTRACTOR TO

IT IS RECOMMENDED THAT THE CONTRACTOR CONDUCT SITE INVESTIGATIONS TO SATISFY HIM/HERSELF WITH THE24.

GUARANTEE THAT ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED

UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. BEFORE WORKING IN AN AREA, CONTRACTOR SHALL

TO THE SOIL OR GROUND CONDITIONS, AND ASSUMES NO LIABILITY FOR SUCH. THE LOCATION OF UNDERGROUND

THE CITY OF NAPLES DOES NOT CERTIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, NOR AS23.

CLOSURE OF SIDEWALKS.

MAINTENANCE OF TRAFFIC PLAN MUST INCLUDE FDOT DESIGN STANDARDS INDEX 660 PEDESTRIAN CONTROL FOR22.

INDEX 600 SERIES.

MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)21.

AREAS, ETC., SHALL BE SODDED AT NO ADDITIONAL COST.

DISTURBED AREAS NOT INTENDED TO BE DISTURBED, INCLUDING BUT NOT LIMITED TO STAGING AREAS, STOCKPILE

SOD QUANTITY INCLUDES ONLY THOSE AREAS INTENDED TO BE DISTURBED BY PROPOSED IMPROVEMENTS. OTHER20.

CONTRACTOR SHALL REPLACE ANY EXISTING SIDE STREET MARKINGS OBLITERATED DURING CONSTRUCTION.19.

WITHIN THE PROJECT LIMITS AT ALL TIMES.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING CONVEYANCES AND DRAINAGE CONNECTIONS18.

AT THE COMPLETION OF THIS PROJECT, ALL DISTURBED SURFACES SHALL BE COVERED BY PERFORMANCE TURF.17.

TROPICAL SODA APPLE, SHALL BE REJECTED FOR USE ON THE PROJECT.

APPOINTED REPRESENTATIVE PRIOR TO PLACEMENT. ANY SOD WITH NOXIOUS WEEDS AND GRASSES, INCLUDING

PROJECT MANAGER BY THE CONTRACTOR. ALL SOD MATERIALS SHALL BE SUBJECT TO INSPECTION BY THE CITY OR

MATERIALS, ARE FREE OF NOXIOUS WEEDS, INCLUDING TROPICAL SODA APPLE, SHALL BE FURNISHED TO THE CITY

AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY, STATING THAT THE SOD, HAY, STRAW, AND MULCH

PRIOR TO INCORPORATION INTO THE PROJECT, A CERTIFICATION FROM THE FLORIDA DEPARTMENT OF AGRICULTURE16.

NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY THE CITY PROJECT MANAGER.

FOR INVESTIGATION, IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. THE CONTRACTOR SHALL

AERA OF KNOWN OR SUSPECTED CONTAMINATION FROM FUTHER ACCESS. THE CITY PROJECT MANAGER WILL ARRANGE

IMMEDIATELY REPORTED TO THE CITY PROJECT MANAGER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THAT

ANY KNOWN OR SUSPECTED HAVARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE

FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED AN MSDS SUBMITTAL.

BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED

WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE.

PERMISSION FROM THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE THE CITY PROJECT MANAGER

SUCH FOR PERFORMING THE CONTRACTED WORK, THE CONTRACTOR SHALL REQUEST, IN WRITING, WRITTEN

CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE15.

ACTIVITIES. NO ADDITIONAL PAYMENT SHALL BE MADE.

ACQUISITION OF CONSTRUCTION-RELATED PERMITS SHALL BE INCIDENTAL TO THE COST OF CONSTRUCTION-RELATED

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CONSTRUCTION-RELATED PERMITTING. PAYMENT FOR14.

COORDINATING THESE SERVICES DURING CONSTRUCTION.

CONSTRUCTION STAKING IS THE CONTRACTOR’S RESPONSIBILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR13.

CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE CITY OF NAPLES.

CONTRACTOR TO MAINTAIN EXISTING TRAFFIC / ACCESS, EXISTING DRAINAGE, AND EXISTING UTILITIES DURING12.

SEDIMENT CONTROL MANUAL.

ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND11.

CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO ENGINEER.10.

CITY OF NAPLES WITHOUT DELAY BY TELEPHONE AT (239) 213-5000.

IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE

ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS 9.

239-252-8192COLLIER COUNTYSTORMWATER

239-444-0400SUMMIT BROADBANDCOMMUNICATIONS

866-787-2637FPL FIBERNETCOMMUNICATIONS

877-832-6747TECOGAS

239-252-6245COLLER COUNTYWATER

SERVICE (THE SUNSHINE STATE)

811SUNSHINE ONE CALLUNDERGROUND FACILITY LOCATION

239-252-6886COLLIER COUNTYWASTEWATER

239-432-1850COMCASTCABLE TV

800-339-1811CENTURY LINKTELEPHONE

800-458-8243FLORIDA POWER & LIGHT (24 HOUR EMERGENCY) ELECTRIC

PHONEOWNERUTILITY

UTILITY/AGENCY OWNERS:8.

EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.7.

SUNSHINE STATE ONE CALL AT (800) 432-4770.

CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO CONSTRUCTION AND CONTACT THE6.

BEEN VERIFIED.

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT

BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE5.

EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN, UNLESS OTHERWISE NOTED.4.

NO ADDITIONAL COST TO THE OWNER.

EXISTING FACILITIES SHALL BE RESTORED TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION AT3.

HORIZONTAL DATUM = NAV 83 FLORIDA STATE PLANE, WEST ZONE, US FOOT.2.

ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)1.

EXIST. SANITARY SEWER

EXIST. TSCB

EXIST. ANC (2)

EXIST. CHAIN LINK FENCE


EXIST. WATER VALVE

EXIST. IRR VALVE (2)

EXIST. TELE PEDEXIST. PALM 8"

EXIST. PALM 12"EXIST. LIGHT POLE

EXIST. LIGHT POLE

EXIST. ROYAL PALM 18"

EXIST. TREE - MANGO 24"

EXIST. OVERHEAD ELEC.EXIST. BOTTLE BRUSH 8" EXIST. BOTTLE BRUSH 8"

EXIST. BOTTLE BRUSH 6"

EXIST. POWERPOLE

IRRIRR

WATER

SAN

SAN

EXIST. POWER POLE

EXIST. LIGHT ESB

135136

EXIST. POWER POLE

101 102 103 PI S

TA.

103

+22.7

0

20

Feet

0 5

N

5TH AVE N.

� CONST.

EXIST. R/W

40'

40'

(4" THICK)

CONST. 5' SIDEWALK

40.00' LT

+83.55

CONST. SEDIMENT BARRIER (TYP.)

CONST. INLET PROTECTION SYSTEM

STA. 101+10

TO BE RELOCATED

EXIST. SIGN

700 1 50 W16-07

S1-1

STA. 100+60.00

BEGIN PROJECT

TOP TO BE ADJUSTED


RELOCATED (BY OTHERS)

EXIST. TREES TO BE


EXIST. PEDESTAL TO BE

15'R

37.00' LT

+12.58

37.00' LT

+58.36

40.00' LT

+63.5533.45' LT

+94.89

(SEE PAY ITEM NOTES)

FLUSH W/ FINISHED SW GRADE

EXIST. PULL BOX TO BE ADJUSTED

DETERMINED BY CITY

FINAL LOCATION TO BE

CHINESE JUNIPER

BY CITY PRIOR TO INSTALLATION

LOCATION TO BE DETERMINED

APPROX. LOCATION. FINAL

IRRIGATION SLEEVE (TYP.)

MATCH EXIST. SIDEWALK

44.35' LT

+99.92

EXIST. RAMP

SAWCUT & MATCH

WARNING MAT TO MATCH EXIST.CONST. RAMP & DETECTABLE

6" PROP. CONC. SIDEWALK / DRIVEWAY

4" PROP. CONC. SIDEWALK

LEGEND


EXIST. TREE TO BEWARNING SURFACE, YELLOW

CONST. 19 SF OF DETECTABLE

EXIST. PGL @ FACE OF SIDEWALK

STA. 100+60.00

BEGIN PROJECT

PROP. PGL @ FACE OF SIDEWALK

STA. 101+00.00

BEGIN FACE OF SIDEWALKPI +50.0

0

EL.

4.0

4

(-) 1.060%(-) 0.460%

PI +00.0

0

EL.

3.8

1

PI +00.0

0

EL.

3.3

7

(-) 0.440% (+) 0.860%

PI +00.0

0

EL.

4.5

7

MA

TC

HLIN

E S

TA.

103

+20.0

0

101+00 102+00 103+00

0

10

0

10

-10

-20

-10

-20

5/19/2017daz U:\Projects\20170096-000\roadway\plprrd01.dgn10:49:31 AM

7 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

STA. 100+40 TO STA. 103+20

PLAN & PROFILE

20170096-000

JEI PROJECT ID

SCALE: 1"=20' HORIZ.





CITY OF NAPLES


1"=10' VERT.

REVISIONS

WATERWATER

WATER

WATER WATER

DRIVE

ASPH.

DRIVE

ASPH.

DRIVE

ASPH.

DRIVE

CONC.

DRIVE

CONC. DRIVE

CONC.

DRIVE

ASPH.

DRIVE

CONC.

DRIVE

ASPH.

DRIVE

CONC.

DRIVE

ASPH.

EXIST. WATER METER

EXIST. CATV PED

EXIST. POWER POLE

EXIST. MAILBOX

EXIST. LANDSCAPE ROCK

EXIST. LANDSCAPE ROCK

EXIST. WATER METER

EXIST. WATER METER

EXIST. FENCE

EXIS

T.

FE

NC

E


EXIST. DATE PALMS 4" (3)

EXIST. WATER METER

EXIST. CATV PED

EXIST. POWER POLE

EXIST. LIGHT POLE

EXIST. WATER METER


EXIST. HEDGE 2'R


EXIST. CABBAGE PALM 18"



EXIST. LIGHT ESB

EXIST. LIGHT POLE

EXIST. CATV PED

EXIST. POWER POLE (2)

EXIST. OVERHEAD ELEC.

133134 129 128 126 123

PI S

TA.

103

+22.7

0

104 105 106

5TH AVE N.� CONST.

EXIST. R/W EXIST. R/W

40'

CR-E

30.00' LT

+11.14(4" THICK)

CONST. 5' SIDEWALK

(6" THICK) (TYP.)

CONST. 5' CONC. SIDEWALK

(6" THICK) (TYP.)

CONST. CONC. DRIVEWAY

TO BE RELOCATED

EXIST. MAILBOX



STOP

700 1 50

STA. 105+97

TO BE RELOCATED

EXIST. SIGN

R1-1

5TH AVE N

13TH ST N

PERSONS VIOLATING THE

LOITERING PROWLING AND/OR

DISORDERLY CONDUCT LAWS

ARE SUBJECT TO ARREST

NO PARKING

11:00PM - 5:00AM

700 1 50

STA. 105+39

TO BE RELOCATED

EXIST. SIGN

TO BE REMOVED

EXIST. DRIVEWAYTO BE REMOVED

EXIST. DRIVEWAY

TO BE REMOVED

EXIST. DRIVEWAYSTO BE REMOVED

EXIST. DRIVEWAY

TO BE REMOVED

EXIST. DRIVEWAY

(TYP.)

EXIST. DRIVEWAY

SAWCUT & MATCH

SIDEWALK

WITHIN 2' LIMIT OF PROPOSED

EXIST. SHRUBS TO BE REMOVED

35.61' LT

+20.86

BOC STA. 105+22 TO STA. 105+55

PROP. FACE OF SIDEWALK TO FOLLOW

WARNING SURFACE, BRICK RED

CONST. 10 SF OF DETECTABLE

PROP. ROCK GARDEN



LEGEND

SEE DETAIL

ROCK GARDEN

REGRADE SWALE

REMOVE SHRUBS AND

30.00' LT

+83.56

35.61' LT

+73.85

30.00' LT

+88.56



PI +50.0

0

EL.

3.8

0

(+) 0.860% (+) 0.340%

PI +00.0

0

EL.

3.9

7

(-) 0.800%

PI +50.0

0

EL.

3.5

7

PI +00.0

0

EL.

3.5

1

(-) 0.120% (+) 2.207%

PI +22.2

0

PI +55.0

2

(+) 0.000% (-) 2.982%

PI +88.5

6

STA. 105+88.56

END FACE OF SIDEWALK

ELEVATION 3.0±

MATCH EXIST. ROADWAY

MATCH BOC ELEV. 4.0±

FACE OF SIDEWALK TO

EL.

4.0

0±

EL.

4.0

0±

EL.

3.0

0±

MA

TC

HLIN

E S

TA.

103

+20.0

0M

AT

CH

LIN

E S

TA.

106

+00.0

0

104+00 105+00 106+00

10

0

10

0

-10

-20

-10

-20


8 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

STA. 103+20 TO STA. 106+00

PLAN & PROFILE

20170096-000

JEI PROJECT ID






CITY OF NAPLES


1"=10' VERT.

REVISIONS

CONCRETE DRIVE

IRR

WATER

WATER

DRIVE

CONC.

DRIVE

CONC.

DRIVE

ASPH.

DRIVE

ASPH.

EXIS

T.

CH

AIN LIN

K F

EN

CE

EXIST. CHAIN LINK FENCE

EXIST. IRR VALVE

EXIST. LIGHT POLE

EXIST. WATER METER

EXIST. OVERHEAD ELEC.

EXIST. TELE PED

EXIST. CATV PED

EXIST. POWER POLES (2)

EXIST. MAJESTIC PALM 24"

EXIST. ROYAL PALM 24" EXIST. ROYAL PALM 18"EXIST. ROYAL PALM 18"

EXIST. MAJESTIC PALM 24" EXIST. ARECA PALM

EXIST. ARECA PALMS (2)

EXIST. CABBAGE PLALM 18"


EXIST. FIRE HYDRANT

EXIST. WATER METER


EXIST. LIGHT ESB

120 119116

106 107 108 PC S

TA.

108

+07.6

9

N20

Feet

0 5


EXIST. R/W

40'

EXIST. R/W

CR-E

30.00' LT

+37.31

28.00' LT

+98.15

31.00' LT

+63.44

28.00' LT

+54.97(4" THICK)

CONST. 5' SIDEWALK

(6" THICK) (TYP.)


(6" THICK) (TYP.)


CURVE DATA CL_5TH-1

PI STA. = 109+52.69

T = 145.00

L = 279.29

R = 421.11

PC STA. = 108+07.69

PT STA. = 110+86.98

ST

RE

ET

N.

13

TH


4'

6'

12" WHITE

24" WHITE

TO BE REMOVED

ALL CONFLICTING STRIPING





NO PARKING

11:00PM - 5:00AM

700 1 50

STA. 106+66

TO BE RELOCATED

EXIST. SIGN



LEGEND

TO BE REMOVED

EXIST. DRIVEWAY TO BE REMOVED

EXIST. DRIVEWAY

TO BE REMOVED

EXIST. DRIVEWAY

SYSTEM (TYP.)

CONST. INLET PROTECTION

TO BE REMOVED

EXIST. DRIVEWAY

(TYP.)

EXIST. DRIVEWAY

SAWCUT & MATCH

EXIST. HYDRANT TO REMAIN

35.47' LT

+49.37

35.47' LT

+85.21

(BY OTHERS)

TO BE RELOCATED

EXIST. PEDESTAL

BOC STA. 106+50 TO STA. 106+84


BRICK REDWARNING SURFACE,DETECTABLECONST. 11 SF OF

FOLLOW BACK OF VALLEY GUTTER

CONST. 27 LF OF CURB, TYPE D





SIDEWALK

WITHIN 2' LIMIT OF PROPOSED



CONST. 31 LF OF CURB, TYPE DFOLLOW BACK OF VALLEY GUTTER




PI +50.7

1

(+) 0.000%

PI +83.8

7

(+) 0.000%

PI +00.0

0

EL.

3.2

1

(-) 1.798% (-) 0.010%

PI +00.0

0

EL.

3.2

0

PI +50.0

0

EL.

3.7

3

(+) 1.060%(+) 0.458%

ELEVATION 3.5±

MATCH EXIST. ROADWAY

PI +37.3

1

STA. 106+37.31

BEGIN FACE OF SIDEWALK


FACE OF SIDEWALK TO

13TH STREET N

EL.

3.5

0±

EL.

3.5

0±

EL.

3.5

0±

+20

MA

TC

HLIN

E S

TA.

106

+00.0

0

MA

TC

HLIN

E S

TA.

108+80.0

0

106+00 107+00 108+00

0

10

0

10

-10

-20

-10

-20


9 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

STA. 106+00 TO STA. 108+80

PLAN & PROFILE

20170096-000

JEI PROJECT ID






CITY OF NAPLES


1"=10' VERT.

REVISIONS

BACK FLOW

CONCRETE DRIVE

EXIS

T.

CH

AIN LIN

K F

EN

CE

IRR

WATER

WATER

WATER

EXIST. CATV PED

EXIST. LIGHT POLE

DRIVE

ASPH.

SIDEWALK

CONC.

EXIST. ROYAL PALM

EXIST. ARECA PALM

EXIST. MANGO TREE

EXIST. ARECA PALM

EXIST. LIGHT POLE

EXIST. MAILBOX

EXIST. IRR VALVE

EXIST. ROYAL PALM

EXIST. WATER VALVES (3) EXIST. ROYAL PALM 18"

112

108

109

107

EXIST. LIGHT/POWER POLES (2)

EXIST. COMM PED (2)

109

110

PT S

TA.

110+86.9

8

111

N20

Feet

0 5

5TH AVE N.

� CONST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

40'

40'

CR-E

CR-E

(4" THICK)

CONST. 5' SIDEWALK

(6" THICK) (TYP.)


(6" THICK) (TYP.)


CURVE DATA CL_5TH-1

PI STA. = 109+52.69

T = 145.00

L = 279.29

R = 421.11

PC STA. = 108+07.69

PT STA. = 110+86.98

ST

RE

ET N.

14

TH


CONST. STAKED SILT FENCE (TYP.)

12" WHITE

24" WHITE

4'

6'

STOP R1-1

STA. 111+02

TO BE RELOCATED

EXIST. SIGN

700 1 50

STA. 109+05

TO BE RELOCATED

EXIST. SIGN

700 1 50





NO PARKING

11:00PM - 5:00AM

5TH AVE N

14TH ST N

TO BE REMOVED

EXIST. DRIVEWAY

(TYP.)

EXIST. DRIVEWAY

SAWCUT & MATCH

TO BE REMOVED

EXIST. SHRUBS

PROP. ROCK GARDEN



LEGEND

CITY

DETERMINED BY THE


COCOPLUM

CITY

DETERMINED BY THE


COCOPLUM

SEE DETAIL

ROCK GARDEN

SEE DETAIL

ROCK GARDEN


EXIST. WALKWAY STONES

SAW CUT AND RESET

AND CONSTRUCT GUTTER TRANSITION

REMOVE TYPE D CURB TO NEAREST JOINT

5'

BOC STA. 108+87 TO STA. 109+22


34.08' LT

+95.49

36.00' LT

+40.0335.65' LT

+22.19

385'R

31.00' LT

+84.50

BRICK REDWARNING SURFACE,DETECTABLECONST. 13 SF OF

WARNING SURFACE, BRICK REDCONST. 10 SF OF DETECTABLE





EXIST. PGL @ FACE OF SIDEWALKPROP. PGL @ FACE OF SIDEWALK

PI +87.1

1

(+) 0.000%

PI +22.4

0

(+) 0.077%PI +00.0

0

EL.

3.9

6

PI +50.0

0

EL.

3.5

3

(-) 0.860% (-) 0.057%

PI +50.0

0

EL.

3.3

3

(-) 0.985%(+) 0.600%


FACE OF SIDEWALK TO

PI +02.3

0

PI +33.7

5

STA. 111+02.30END FACE OF SIDEWALK

STA. 111+33.75BEGIN FACE OF SIDEWALK

ELEVATION 3.5±MATCH EXIST. ROADWAY

14TH STREET N

EL.

3.9

0±

EL.

3.9

0±

EL.

3.5

0±

EL.

3.5

0±

ELEVATION 3.5±MATCH EXIST. ROADWAY

MA

TC

HLIN

E S

TA.

108+80.0

0M

AT

CH

LIN

E S

TA.

111+60.0

0

109+00 110+00 111+00

0

10

0

10

-10

-20 -20

-10


10 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

STA. 108+80 TO STA. 111+60

PLAN & PROFILE

20170096-000

JEI PROJECT ID






CITY OF NAPLES


1"=10' VERT.

REVISIONS

SID

EW

ALK

ASP

HALT

WATER

WATER

IRR

WATER


EXIST. WATER METER


EXIST. ANC

EXIST. ANCEXIST. POWER POLE

EXIST. CATV PED

EXIST. TELE PEDEXIST. FIRE HYDRANT

EXIST. WATER VALVE

EXIST. WATER VALVE

EXIST. CABBABE PALM 18"

EXIST. CABBABE PALM 18"



EXIST. CABBAGE PALMS 18" (3)

EXIST. IRR VAVE

105 106

112 PC S

TA.

112

+91.2

3

113

114

PI S

TA. 113+99.8

3

N20

Feet

0 5


EXIST. R/W EXIST. R/W

40'

EXIST. R/W

(4" THICK)

CONST. 5' SIDEWALK

STA. 114+40.00

END PROJECT

CURVE DATA CL_5TH-2

PI STA. = 113+99.83

T = 108.59

L = 197.31

R = 190.00

PC STA. = 112+91.23

PT STA. = 114+88.54

PROTECTION SYSTEM

CONST. INLET



LEGEND

TO REMAIN

EXIST. ROYAL PALM

ASPHALT PATHWAY

SAWCUT & MATCH EXIST.

18.47' LT

+14.74

PER SIDEWALK DRAINAGE DETAIL

CONST. APPROX. 10 LF OF (2) 4" PIPES


STA. 114+40.00

END PROJECT


PI +00.0

0

EL.

3.6

3

(+) 0.600% (-) 0.240%

PI +50.0

0

EL.

3.5

1

PI +00.0

0

EL.

3.5

4

(+) 0.060% (-) 0.260%

PI +50.0

0

EL.

3.4

1

(+) 0.077%

STA. 114+14.74

END FACE OF SIDEWALK

PI +14.7

4

EL.

3.4

6

MA

TC

HLIN

E S

TA.

111

+60.0

0

112+00

0

10

0

10

-20

-10 -10

-20


11 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

STA. 111+60 TO STA. 114+60

PLAN & PROFILE

20170096-000

JEI PROJECT ID






CITY OF NAPLES


1"=10' VERT.

REVISIONS

EXIS

T.

R/

W

0.015

EL 4.6

5'

OF

F -40.7

2'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 4.1

1'

OF

F -37.0

0'

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 3.8

9'

OF

F -37.0

0'

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 3.9

2'

OF

F -37.0

0'

EXIS

T.

R/

W

0.015

EL 3.4

4'

OF

F -32.8

2'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

EL 3.8

7'

OF

F -30.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

EL 4.0

4'

OF

F -30.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 3.6

4'

OF

F -30.0

0'

EXIS

T.

R/

W

0.015

EL 3.5

8'

OF

F -30.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 4.0

3'

OF

F -36.0

0'

EXIS

T.

R/

W

00 2020406080

4

6

8

10

12

14

2

101+00.00

4

6

8

10

12

2

101+50.00

2

4

6

8

10

12

0

102+00.00

2

4

6

8

10

12

0

102+50.00

2

4

6

8

10

12

0

103+00.00

00 2020406080

4

6

8

10

12

2

103+50.00

4

6

8

10

12

2

104+00.00

4

6

8

10

12

2

104+50.00

4

6

8

10

12

2

105+00.00

4

6

8

10

12

2

105+50.00

2

4

6

8

10

0106+00.00

Embankment Regular Exc.

V

Regular Exc.

VA V A

Embankment

A V A

5/19/2017daz U:\Projects\20170096-000\roadway\RDXSRD01.DGN10:49:34 AM

12

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

CROSS SECTIONS





CITY OF NAPLES


20170096-000 COLLIER


1"=10' VERT.1"=10' VERT.


¡ CONST. ¡ CONST.

4 0 0 0

3 6 0 0

2 5 0 0

1 3 0 0

2 3 0 0

1 3 0 0

12 12 0 0

2 13 0 0

1 3 0 0

2 3 0 0

0 0 0 0

STA. 100+60.00

BEGIN PROJECT

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 3.7

7'

OF

F -35.0

6'

EXIS

T.

R/

W

0.015

EL 3.2

9'

OF

F -28.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

EL 2.8

4'

OF

F -28.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 3.2

7'

OF

F -28.0

0'

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 3.8

1'

OF

F -28.0

0'

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 3.9

0'

OF

F -34.4

3'

EXIS

T.

R/

W

0.015

EL 3.2

5'

OF

F -36.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

EL 4.0

4'

OF

F -36.0

0'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 3.6

0'

OF

F -30.0

0'

EXIS

T.

R/

W

PROP. 5' SIDEWALK

EL 4.1

6'

OF

F -30.0

0'

ROADWAYMATCH EXIST.

00 2020406080

4

6

8

10

12

2

106+50.00

2

4

6

8

10

12

0107+00.00

4

6

8

10

12

2

107+50.00

4

6

8

10

12

2

108+00.00

4

6

8

10

12

2

108+50.00

00 2020406080

4

6

8

10

12

2

109+00.00

4

6

8

10

12

2

109+50.00

4

6

8

10

12

2

110+00.00

4

6

8

10

12

2

110+50.00

4

6

8

10

12

2

111+00.00


V

Regular Exc.

VA V A

Embankment

A V A


13


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

CROSS SECTIONS





CITY OF NAPLES


20170096-000 COLLIER


1"=10' VERT.1"=10' VERT.


¡ CONST. ¡ CONST.

1 3 1 1

1 2 0 1

5 6 0 0

2 6 0 0

4 6 0 0

1 6 0 0

1 2 0 0

27 26 0 0

1 27 0 0

2 4 0 0

EXIS

T.

R/

W

PROP. 5' SIDEWALK

0.015

EL 3.4

0'

OF

F -30.0

0'

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 3.5

6'

OF

F -18.5

0'

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 3.4

4'

OF

F -18.5

0'

EXIS

T.

R/

W

0.015

PROP. 5' SIDEWALK

EL 3.4

6'

OF

F -19.0

3'

EXIS

T.

R/

W

0.015

2.8

0

EL 3.4

9'

OF

F -25.6

2'

PROP. 5' SIDEWALK

EXIS

T.

R/

W

0.015

EL 3.5

9'

OF

F -19.3

3'

PROP. 5' SIDEWALK

00 2020406080

4

6

8

10

12

2

111+50.00

4

6

8

10

12

2

112+00.00

4

6

8

10

12

2

112+50.00

4

6

8

10

12

14

2

113+00.00

2

4

6

8

10

12

0

113+50.00

00 2020406080

4

6

8

10

12

2

114+00.00


V

Regular Exc.

VA V A

Embankment

A V A


14


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

CROSS SECTIONS





CITY OF NAPLES


20170096-000 COLLIER


1"=10' VERT.1"=10' VERT.


¡ CONST. ¡ CONST.

2 6 0 0

1 3 0 0

1 2 0 0

2 4 0 0

3 7 0 0

2 5 0 0

9162TOTAL:

STA. 114+40.00

END PROJECT

AHEAD

WORK

ROAD

TYPIC

AL SID

E S

TR

EE

T

W/L&F

W20-1F

TYPICAL UNSIGNALIZED SIDE STREET

200'

5TH AVE N

5/19/2017daz U:\Projects\20170096-000\roadway\TCGNRD01.DGN10:49:35 AM

15 COLLIER

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

TRAFFIC CONTROL NOTES

JEI PROJECT ID

20170096-000

CITY OF NAPLES






TRAFFIC CONTROL GENERAL NOTES:

1. ALL MOT SHALL BE IN ACCORDANCE WITH 600 SERIES OF FDOT DESIGN STANDARDS.

2. THE EXISTING SPEED LIMITS SHALL REMAIN IN EFFECT FOR ALL TRAFFIC CONTROL AREAS.

3. WHENEVER CONSTRUCTION EQUIPMENT IS BEING DRIVEN OR TRANSPORTED ON OPEN TRAVEL LANES, THE

CONTRACTOR SHALL UTILIZE INDEX NO. 627.

4. SIGNING FOR PROJECT AT BEGIN CONSTRUCTION, END CONSTRUCTION, AND SIDE STREETS SHALL BE

ACCOMPLISHED IN ACCORDANCE WITH STANDARD INDEX NO. 600, 602, 603 AND 660 AND DETAIL THIS

SHEET.

5. PROVISIONS FOR TRAFFIC DISRUPTIONS THAT ARE NOT ANTICIPATED, BUT ARE NECESSARY TO CONSTRUCT

THE PROJECT, WILL BE SUBMITTED IN WRITING TO THE ENGINEER AND APPROVED 24 HOURS BEFORE THE

START OF THE WORK. SUBMITTAL MATERIAL SHALL INCLUDE SKETCHES, CALCULATIONS, AND OTHER DATA

REQUIRED BY THE CITY OF NAPLES.

6. THE CONTRACTOR SHALL NOTIFY ALL LOCAL LAW ENFORCEMENT, FIRE DEPARTMENT AND EMERGENCY

SERVICES IN THE AREA, 24 HOURS IN ADVANCE OF ANY LANE CLOSURES.

7. ACCESS TO EXISTING STREETS AND DRIVES SHALL BE MAINTAINED AT ALL TIMES.

8. THE CONTRACTOR SHALL, AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE

CAUSING EXTENDED TRAFFIC CONGESTION (5 MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN

ACCEPTABLE FLOW DETERMINED BY THE CITY OF NAPLES.

9. THE CONTRACTOR SHALL NOT CLOSE TWO CONSECUTIVE SIDE STREETS IN ANY GIVEN PHASE.

10. THE CONTRACTOR SHALL NOTIFY THE CITY OF NAPLES A MINIMUM OF 24 HOURS IN ADVANCE OF ANY LANE

CLOSURES.

11. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A WRITTEN PLAN, WHICH DETAILS EACH ACTIVITY

INVOLVED IN THE LANE CLOSURE. THE PLAN SHALL INCLUDE BACK-UP PLANS FOR ACTIVITIES CRITICAL TO

RE-OPENING THE LANES TO TRAFFIC. THE BACK-UP PLAN SHALL INCLUDE THE ACTIVITIES OF ALL

SUBCONTRACTORS OPERATIONS AS WELL AS THE PRIME CONTRACTOR'S. NO LANE CLOSURE WILL BE

ALLOWED WITHOUT A PLAN TO ACHIEVE REOPENING.

12. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES THAT ARE IN

THE LIMITS OF CONSTRUCTION.

13. CONTRACTOR SHALL USE STANDARD INDEX NO. 600 FOR PEDESTRIAN CONTROL.

streets & stormwater - naplesgov.com · ... pay item notes: ... 522-2 522-1 110-1-1 summary of...

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