streets & stormwater - naplesgov.com · ... pay item notes: ... 522-2 522-1 110-1-1 summary of...
TRANSCRIPT
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
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
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
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
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
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
* 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
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5 COLLIER
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
PROJECT LAYOUT
JEI PROJECT ID
20170096-000
CITY OF NAPLES
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
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 CL4 662302.2246 397621.3508 PI 109+52.69
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
CL CONST. 5TH AVE CL7 662586.2351 397980.4585 PI 113+99.83
CL CONST. 5TH AVE CL8 662693.8142 397965.6460 PI 114+88.54
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
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
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
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
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. SANITARY SEWER
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
EXIST. SANITARY SEWER
RELOCATED (BY OTHERS)
EXIST. TREES TO BE
RELOCATED (BY OTHERS)
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
RELOCATED (BY OTHERS)
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.
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
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. ROYAL PALM 24"
EXIST. DATE PALMS 4" (3)
EXIST. WATER METER
EXIST. CATV PED
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER METER
EXIST. ROYAL PALM 24"
EXIST. HEDGE 2'R
EXIST. ROYAL PALM 24"
EXIST. CABBAGE PALM 18"
EXIST. CABBAGE PALM 18"
EXIST. ROYAL PALM 24"
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
CONST. SEDIMENT BARRIER (TYP.)
CONST. INLET PROTECTION SYSTEM
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
6" PROP. CONC. SIDEWALK / DRIVEWAY
4" PROP. CONC. SIDEWALK
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
EXIST. PGL @ FACE OF SIDEWALK
PROP. PGL @ FACE OF SIDEWALK
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
5/19/2017daz U:\Projects\20170096-000\roadway\plprrd02.dgn10:49:32 AM
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
SCALE: 1"=20' HORIZ.
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
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. ROYAL PALM 18"
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. ROYAL PALM 24"
EXIST. LIGHT ESB
120 119116
106 107 108 PC S
TA.
108
+07.6
9
N20
Feet
0 5
5TH AVE N.� CONST.
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.)
CONST. 5' CONC. SIDEWALK
(6" THICK) (TYP.)
CONST. CONC. DRIVEWAY
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
CONST. SEDIMENT BARRIER (TYP.)
4'
6'
12" WHITE
24" WHITE
TO BE REMOVED
ALL CONFLICTING STRIPING
PERSONS VIOLATING THE
LOITERING PROWLING AND/OR
DISORDERLY CONDUCT LAWS
ARE SUBJECT TO ARREST
NO PARKING
11:00PM - 5:00AM
700 1 50
STA. 106+66
TO BE RELOCATED
EXIST. SIGN
6" PROP. CONC. SIDEWALK / DRIVEWAY
4" PROP. CONC. SIDEWALK
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
PROP. FACE OF SIDEWALK TO FOLLOW
BRICK REDWARNING SURFACE,DETECTABLECONST. 11 SF OF
FOLLOW BACK OF VALLEY GUTTER
CONST. 27 LF OF CURB, TYPE D
FOLLOW BACK OF VALLEY GUTTER
CONST. 22 LF OF CURB, TYPE D
FOLLOW BACK OF VALLEY GUTTER
CONST. 26 LF OF CURB, TYPE D
SIDEWALK
WITHIN 2' LIMIT OF PROPOSED
EXIST. SHRUBS TO BE REMOVED
FOLLOW BACK OF VALLEY GUTTER
CONST. 31 LF OF CURB, TYPE DFOLLOW BACK OF VALLEY GUTTER
CONST. 3 LF OF CURB, TYPE D
EXIST. PGL @ FACE OF SIDEWALK
PROP. PGL @ FACE OF SIDEWALK
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
MATCH BOC ELEV. 3.5±
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
5/19/2017daz U:\Projects\20170096-000\roadway\plprrd03.dgn10:49:32 AM
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
SCALE: 1"=20' HORIZ.
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
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.)
CONST. 5' CONC. SIDEWALK
(6" THICK) (TYP.)
CONST. CONC. DRIVEWAY
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. INLET PROTECTION SYSTEM
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
PERSONS VIOLATING THE
LOITERING PROWLING AND/OR
DISORDERLY CONDUCT LAWS
ARE SUBJECT TO ARREST
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
6" PROP. CONC. SIDEWALK / DRIVEWAY
4" PROP. CONC. SIDEWALK
LEGEND
CITY
DETERMINED BY THE
FINAL LOCATION TO BE
COCOPLUM
CITY
DETERMINED BY THE
FINAL LOCATION TO BE
COCOPLUM
SEE DETAIL
ROCK GARDEN
SEE DETAIL
ROCK GARDEN
EXIST. SHRUBS TO BE REMOVED
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
PROP. FACE OF SIDEWALK TO FOLLOW
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
FOLLOW BACK OF VALLEY GUTTER
CONST. 13 LF OF CURB, TYPE D
FOLLOW BACK OF VALLEY GUTTER
CONST. 34 LF OF CURB, TYPE D
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%
MATCH BOC ELEV. 3.9±
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
5/19/2017daz U:\Projects\20170096-000\roadway\plprrd04.dgn10:49:33 AM
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
SCALE: 1"=20' HORIZ.
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
1"=10' VERT.
REVISIONS
SID
EW
ALK
ASP
HALT
WATER
WATER
IRR
WATER
EXIST. ROYAL PALM 18"
EXIST. WATER METER
EXIST. ROYAL PALM 18"
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. ROYAL PALM 18"
EXIST. CABBAGE 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
5TH AVE N.� CONST.
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
CONST. SEDIMENT BARRIER (TYP.)
4" PROP. CONC. SIDEWALK
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
EXIST. PGL @ FACE OF SIDEWALK
STA. 114+40.00
END PROJECT
PROP. PGL @ FACE OF SIDEWALK
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
5/19/2017daz U:\Projects\20170096-000\roadway\plprrd05.dgn10:49:33 AM
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
SCALE: 1"=20' HORIZ.
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
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
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
20170096-000 COLLIER
SCALE: 1"=20' HORIZ.
1"=10' VERT.1"=10' VERT.
SCALE: 1"=20' HORIZ.
¡ 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
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
13
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
CROSS SECTIONS
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
20170096-000 COLLIER
SCALE: 1"=20' HORIZ.
1"=10' VERT.1"=10' VERT.
SCALE: 1"=20' HORIZ.
¡ 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
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
14
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
CROSS SECTIONS
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
CITY OF NAPLES
STREETS & STORMWATER
20170096-000 COLLIER
SCALE: 1"=20' HORIZ.
1"=10' VERT.1"=10' VERT.
SCALE: 1"=20' HORIZ.
¡ 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
STREETS & STORMWATER
JOHNSON ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION NO. 642
2350 STANFORD COURT NAPLES, FL 34112
P.E. LICENSE NO. 73952 JOSHUA J. HILDEBRAND
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.