26-8643_Attachment_-_Hammerhead_Designs_Example_of_Past_Project.pdf
PDF 7 MB Posted
- Attached to
- Turnaround Construction Services
- Solicitation number
- 26-8643
- Issued by
- Collier County, Florida
About this file
This document is a 100% construction submittal package prepared by Grady Minor and Associates for the Collier County Hammerheads (Group 9B) project, which represents example plans demonstrating the design and construction standards for turnaround areas at dead-end streets in Collier County, Florida. The project encompasses construction of reinforced turnaround (hammerhead) areas on four streets: 10th Avenue N.E., 12th Avenue N.E., 14th Avenue N.E., and 16th Avenue N.E., located in Section 35, Township 48 South, Range 27 East. The scope of work includes milling and resurfacing of existing asphalt pavement, installation of elliptical reinforced concrete pipe (ERCP) culverts ranging from 14"x23" to 19"x30", construction of concrete sidewalks and driveways (6" thick), installation of erosion control measures including sediment barriers, performance turf sodding, mailbox relocation, and placement of object markers at dead ends and intersections. Total line items include 120 tons of superpave asphalt concrete, approximately 1,090 square yards of milling, 592 linear feet of elliptical ERCP pipe, 781 square yards of concrete sidewalk and driveway work, 1,962 square yards of sod installation, and miscellaneous details for drainage, traffic control signage, and construction surveying. The plans were submitted in April 2016 with multiple revisions through June 2019 and were prepared by professional engineer Michael J. Delate, P.E.
The construction plans establish standard specifications and details for hammerhead turnaround construction in Collier County, including requirements for erosion control installation concurrent with land disturbance activities, contractor responsibility for traffic maintenance, vegetation protection and restoration, compaction standards meeting 95% of ASTM D1557 specifications, and concrete strength testing per ASTM C39/C39M. Utility coordination is required with Comcast, FPL Distribution, and Century Link, with notification to Sunshine One-Call (811/1-800-432-4770) required at least 48 hours before excavation. The plans include general notes addressing benchmark datum (NAVD 1988), protection of public land corners, retention of existing drainage structures unless noted otherwise, tree and vegetation preservation, restoration of disturbed areas to pre-construction conditions with sodding rather than seeding, and contractor accountability for rock excavation costs without additional compensation or time extensions. Adjacent property owners must be contacted 72 hours prior to construction with provision of secondary access points, and all work must comply with current Florida Department of Transportation Standard Specifications for Road and Bridge Construction.
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Plans Prepared For:
Revisions
Index of Drawings Dwg. No. Description
1. COVER SHEET and INDEX of DRAWINGS
2. GENERAL NOTES
3. AERIAL PHOTOGRAPH and KEY MAP
4. SITE PLAN - 10th AVENUE N.E. (WEST END)
5. SITE PLAN - 12th AVENUE N.E. (WEST END)
6. SITE PLAN - 14th AVENUE N.E. (WEST END)
7. SITE PLAN - 16th AVENUE N.E. (WEST END)
8. MISCELLANEOUS DETAILS
9. EROSION CONTROL PLAN
COLLIER COUNTY PUBLIC UTILITIES DIVISION
Project Manager: James McConnel 9950 Goodlette-Frank Road Naples, Florida 34109
Prepared by:
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
G r a d y M i n o r
Collier County Hammerhead Project Construction Plans (Group 9B)
Located in Collier County Section 35, Township 48 South, Range 27 East
C ol lie r
C ou nt y
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Collier County Project No.: 59024.9.3 100% Construction Plans
W I L S
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Know what's below.
before you dig.Call
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10th AVENUE N.E.
14th AVENUE N.E.
16th AVENUE N.E.
JUNG BOULEVARD E.
24th AVE. N.E.
22nd AVE. N.E.
20th AVE. N.E.
18th AVE. N.E.
10th AVE. N.E.
12th AVE. N.E.
14th AVE. N.E.
SHEET 4
SHEET 5
SHEET 6
SHEET 7
35th AVE. N.E.
10th AVE. N.E.
12th AVE. N.E.
14th AVE. N.E.
16th AVE. N.E.
18th AVE. N.E.
20th AVE. N.E.
22nd AVE. N.E.
24th AVE. N.E.
27th AVE. N.E.
29th AVE. N.E.
31st AVE. N.E.
8th AVE. N.E.
6th AVE. N.E.
4th AVE. N.E.
2nd AVE. N.E.
2nd AVE. S.E.
4th AVE. S.E.
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SUBMITTAL
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APRIL, 2016
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CCU183
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BONITA SPRINGS
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AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
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MIAMI
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DAYTONA
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FORT PIERCE
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NAPLES
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TAMPA
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PENSACOLA
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TALLAHASSEE
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ORLANDO
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KEY WEST
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FORT MYERS
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GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
GENERAL NOTES:
SERVICE PROVIDER
CONTACT UTILITY COMPANY
TELEPHONE
CABLE MARK COOK COMCAST (239) 432-1805
ELECTRIC JAMEL BAKER FPL DISTRIBUTION (239) 947-7356
TELEPHONE TONY ZAWACKY CENTURY LINK (239) 263-6216
UNDERGROUND FACILITY LOCATION SERVICES (THE SUNSHINE STATE) 1-800-432-4770
QGM STANDARD ABBREVIATIONS
BFW BUTT FUSION WELD
BOC BACK OF CURB
CATV OR COMM CABLE TELEVISION
C.B. CATCH BASIN
CL CENTERLINE
CONC. CONCRETE
D.E. DRAINAGE EASEMENT
D.I.P. OR D.I. DUCTILE IRON PIPE
EL. OR ELEV. ELEVATION
E.O.P. EDGE OF PAVEMENT
EX. EXISTING
F.D.O.T. FLORIDA DEPARTMENT OF TRANSPORTATION
F.H. FIRE HYDRANT
FLG FLANGED FITTING
G.V. GATE VALVE
H.D.P.E. HIGH DENSITY POLYETHYLENE
HORIZ. HORIZONTAL
HW HEADWALL
INC. INCORPORATED
INV. INVERT
IRR. IRRIGATION
J.B. JUNCTION BOX
L.F. LINEAR FEET
M.E. MITERED END
M.H. MANHOLE
M.J. MECHANICAL JOINT
MIN. MINIMUM
N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM
PL PROPERTY LINE
PROP. PROPOSED
P.V.C. POLYVINYL CHLORIDE PIPE
PVMT. PAVEMENT
RED. REDUCER
R.C.P. REINFORCED CONCRETE PIPE
R.M.J. RESTRAINED MECHANICAL JOINT
R.O.W. OR R/W RIGHT-OF-WAY
SAN. SANITARY
STA. STATION
SWK. SIDEWALK
T.B.S.P. TEMPORARY BACTERIAL SAMPLE POINT
TEMP. TEMPORARY
T.O.B. TOP OF BANK
T.O.S. TOE OF SLOPE
TYP. TYPICAL
VERT. VERTICAL
W/ WITH
W.M. WATER MAIN
UTILITY GENERAL NOTES:
SUMMARY of PAY ITEMS
ITEM No. ITEM DESCRIPTION UNIT QUANTITY
101-1 MOBILIZATION LS 1
102-1 MAINTENANCE OF TRAFFIC LS 1
104-10-3 SEDIMENT BARRIER LF 624
110-1-1 CLEARING & GRUBBING LS/AC 1/0.53
110-7-1 MAILBOX, F&I SINGLE EA 2
120-1 REGULAR EXCAVATION CY 31
120-6 EMBANKMENT CY 670
327-70-5 MILLING EXIST. ASPH. PAVT., 2" AVG. DEPTH SY 1,090
334-1-13 SUPERPAVE ASPHALTIC CONC., TRAFFIC C (SPI 12.5 ASPHALT) TN 120
430-174-218 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELLIP/ARCH, 14"x23" (TYPE ERCP ONLY) LF 133
430-174-224 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELLIP/ARCH, 19"x30" (TYPE ERCP ONLY) LF 459
430-984-625 MITERED END SECT, OPTIONAL-ELLIPTICAL/ARCH, 18"SD EA 4
430-984-629 MITERED END SECT, OPTIONAL-ELLIPTICAL/ARCH, 24"SD EA 12
522-2 CONC. SIDEWALK and DRIVEWAYS, 6" THICK SY 781
570-1-2 PERFORMANCE TURF, SOD SY 1,962
700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 4
700-1-60 SINGLE POST SIGN, REMOVE AS 4
CC-1 PROVIDE CONSTRUCTION SURVEYING and LAYOUT LS 1
CC-2 PROVIDE AS-BUILT SURVEY LS 1
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COLLIER COUNTY HAMMERHEADS (GROUP 9B)
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GENERAL NOTES
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100% SUBMITTAL
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COLLIER COUNTY
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APRIL, 2016
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CCU183
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AS NOTED
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
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1. THE BENCHMARK DATUM IS NORTH AMERICAN VERTICAL DATUM (N.A.V.D. OF 1988). THE BENCHMARK DATUM IS NORTH AMERICAN VERTICAL DATUM (N.A.V.D. OF 1988). 2 ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE MONUMENT SHALL BE REMOVED AND RELOCATED BY A SURVEYOR AND MAPPER LICENSED IN THE STATE OF FLORIDA. THE ENGINEER, IN CONJUNCTION WITH THE COUNTY ENGINEER, SHALL BE NOTIFIED AND FURNISHED WITH THE SIGNED AND SEALED CERTIFICATION OF THE MONUMENT LOCATION. 3. EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHED TO AVOID DISTURBANCES OF NATURAL THE CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHED TO AVOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE ENGINEER OR COUNTY. THE CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY TREES OR SHRUBS WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 5. ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL BE RETURNED TO THEIR ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL BE RETURNED TO THEIR PRE-CONSTRUCTION CONDITIONS, AS DETERMINED BY THE ENGINEER, AT NO COST TO THE COUNTY. GRASS AREAS SHALL BE SODDED, NOT SEEDED AND MULCHED. 6. THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROM THE THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY REQUIRED PLAN DEVIATIONS. 8. THE CONTRACTOR IS REQUIRED TO SAWCUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A UNIFORM CONSTRUCTION THE CONTRACTOR IS REQUIRED TO SAWCUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A UNIFORM CONSTRUCTION JOINT FOR ALL AREAS REQUIRING ASPHALT WORK OR ANY CURB CONSTRUCTION. THE COST OF SAWCUTTING A CLEAN CONSTRUCTION JOINT WILL BE INCIDENTAL TO THE ADJACENT WORK. 9. RESTORATION OF EXISTING PAVEMENT NOT OTHERWISE DELINEATED IN THE PLANS TO BE INCIDENTAL TO THE COST OF RESTORATION OF EXISTING PAVEMENT NOT OTHERWISE DELINEATED IN THE PLANS TO BE INCIDENTAL TO THE COST OF THE ASSOCIATED WORK. 10. IT HAS BEEN THE EXPERIENCE OF THE DEPARTMENT WITH PROJECTS CONSTRUCTED WITHIN THIS GENERAL GEOGRAPHIC IT HAS BEEN THE EXPERIENCE OF THE DEPARTMENT WITH PROJECTS CONSTRUCTED WITHIN THIS GENERAL GEOGRAPHIC AREA THAT ROCK WAS ENCOUNTERED WHILE PERFORMING UNDERGROUND INSTALLATIONS. THEREFORE, THE CONTRACTOR SHOULD CONSIDER THE INCREASE COST OF ALL UNDERGROUND WORK ACTIVITIES WHILE PREPARING THEIR BID. ALL COSTS OF ROCK EXCAVATION SHALL BE INCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED WITHIN THE CONTRACT. NO EXTRA COMPENSATION OR TIME EXTENSION WILL BE ALLOWED FOR ADDITIONAL WORK DIRECTLY ASSOCIATED WITH THE SPLITTING, EXCAVATION, CRUSHING, DISPOSAL, REPLACEMENT OF DISPLACED VOLUME OF EXTRACTED ROCK WITH FILL MATERIAL OR SPECIAL HANDLING OF ROCK. 11. ALL FILL SLOPES SHALL BE PROPERLY COMPACTED AS REQUIRED IN THE SPECIFICATIONS AND SHALL BE SEEDED OR ALL FILL SLOPES SHALL BE PROPERLY COMPACTED AS REQUIRED IN THE SPECIFICATIONS AND SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER WITHIN 48 HOURS OF FINAL GRADING. 12. THE CONTRACTOR SHALL CONTACT ADJACENT PROPERTY OWNER 72 HOURS PRIOR TO CONSTRUCTION AND WILL PROVIDE A THE CONTRACTOR SHALL CONTACT ADJACENT PROPERTY OWNER 72 HOURS PRIOR TO CONSTRUCTION AND WILL PROVIDE A SECONDARY ACCESS POINT TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION ACTIVITIES. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SHOWN ON THE PLAN CONSTRUCTION, CURRENT EDITION. 14. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBANCE ACTIVITIES AND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBANCE ACTIVITIES AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION OR AS DIRECTED BY THE ENGINEER. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION AND CONTROL OF ANY EROSION, SEDIMENTATION, OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION AND CONTROL OF ANY EROSION, SEDIMENTATION, OR SURFACE WATER TURBIDITY CAUSED BY HIS ACTIVITY. 16. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH DANIEL HALL, SR. PROJECT MANAGER, WITH TRAFFIC OPERATIONS IN CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH DANIEL HALL, SR. PROJECT MANAGER, WITH TRAFFIC OPERATIONS IN REGARDS TO THE EXISTING STREET TERMINATION SIGNAGE AT THE END OF THE ROAD. HIS CONTACT INFORMATION IS THE FOLLOWING: DANIEL G. HALL, P.E.: SR. PROJECT MANAGER, TRAFFIC OPERATIONS (239) 252-6077. 17. CONTRACTOR IS RESPONSIBLE FOR MOVING GARBAGE/RECYCLING CANS OUT OF THE WORK ZONE, ALLOWING WASTE CONTRACTOR IS RESPONSIBLE FOR MOVING GARBAGE/RECYCLING CANS OUT OF THE WORK ZONE, ALLOWING WASTE MANAGEMENT TO COLLECT. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING PROPERTIES ADJACENT TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING PROPERTIES ADJACENT TO THE PROJECT AREA AT ALL TIMES. ALL MAINTENANCE OF TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX 600 SERIES. CONTRACTOR SHALL SUBMIT AN APPROVED MAINTENANCE OF TRAFFIC PLAN TO THE PROJECT MANAGER/OWNER PRIOR TO CONSTRUCTION. 19. CONCRETE COMPREHENSIVE STRENGTH TESTING SHALL UTILIZE (ASTM STANDARD C39/C39M, STANDARD TEST METHOD FOR CONCRETE COMPREHENSIVE STRENGTH TESTING SHALL UTILIZE (ASTM STANDARD C39/C39M, STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS. 20. MIN/MAX SOIL DENSITY REQUIREMENTS SHALL MEET (95%) ASTM STANDARD D1557. STANDARD TEST METHODS FOR LABORATORY MIN/MAX SOIL DENSITY REQUIREMENTS SHALL MEET (95%) ASTM STANDARD D1557. STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT (56,000 FT-LBF/FT3) (2,700 KN-M/M3
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1. EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED. EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED. 2. THE LOCATIONS OF THE EXISTING AND PROPOSED UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT THE LOCATIONS OF THE EXISTING AND PROPOSED UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE UTILITY OWNER AND CONTRACTOR DURING CONSTRUCTION. 3. BEFORE BEGINNING ANY EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY "SUNSHINE ONE-CALL" UNDERGROUND BEFORE BEGINNING ANY EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY "SUNSHINE ONE-CALL" UNDERGROUND UTILITY NOTIFICATION CENTER AT 811 OR 1-800-432-4770 AND ANY UTILITIES WHICH MIGHT BE AFFECTED AT LEAST 48 HOURS IN ADVANCE. ALL UTILITY OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT:
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0 600'300'
SCALE: 1" = 600'
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
10th AVENUE N.E.
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COLLIER COUNTY HAMMERHEADS (GROUP 9B)
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100% SUBMITTAL
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COLLIER COUNTY
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APRIL, 2016
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CCU183
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AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
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GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
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BY
AutoCAD SHX Text
JOB CODE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUBMITTAL TYPE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
MUNICIPALITY:
AutoCAD SHX Text
SEC/TWN/RGE:
AutoCAD SHX Text G:\ENGINEERING\PROJ-ENG\C\CCU183\01DWGS\SUBMITTALTYPE\100% SUBMITTAL\CCU183-PLANS-9B 6/19/2019 9:43 AM\CCU183-PLANS-9B 6/19/2019 9:43 AMCCU183-PLANS-9B 6/19/2019 9:43 AM 6/19/2019 9:43 AM6/19/2019 9:43 AM
AutoCAD SHX Text
COLLIER COUNTY HAMMERHEADS (GROUP 9B)
AutoCAD SHX Text SITE PLAN 10th AVENUE N.E. (EAST END)
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text
COLLIER COUNTY
AutoCAD SHX Text 35/48S/27E
AutoCAD SHX Text
APRIL, 2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R.D.F.
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text M.J.D.
AutoCAD SHX Text
CCU183
AutoCAD SHX Text H: 1"=20'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
AutoCAD SHX Text 0.000
AutoCAD SHX Text S-5
AutoCAD SHX Text
SURVEY: 10TH AVE. N.E. SURVEY: 10TH AVE. N.E.
AutoCAD SHX Text S-7
AutoCAD SHX Text S-6
AutoCAD SHX Text S-8
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
SAWCUT & MATCH EXISTING
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text CONST. 76 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text S-5
AutoCAD SHX Text
STA. 1+47.79, OFF. 20.89' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.25
AutoCAD SHX Text S-6
AutoCAD SHX Text
STA. 1+46.66, OFF. 26.98' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.30
AutoCAD SHX Text S-7
AutoCAD SHX Text
STA. 2+27.59, OFF. 21.17' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.25
AutoCAD SHX Text S-8
AutoCAD SHX Text
STA. 2+27.71, OFF. 26.61' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.30
AutoCAD SHX Text SURVEY-10th AVE. N.E. SURVEY-10th AVE. N.E.
AutoCAD SHX Text
EX. BASE/SUB-BASE TO REMAIN
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text 14.50'
AutoCAD SHX Text 14.50'
AutoCAD SHX Text 17.50'
AutoCAD SHX Text 17.50'
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=8.25
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=8.30
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text CONST. 75 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text SURVEY-10th AVE. N.E. SURVEY-10th AVE. N.E.
AutoCAD SHX Text V: 1"=10'
AutoCAD SHX Text REPLACE (2) EX. OBJECT MARKERS WITH (2) 18"x18" OM4-3 (ALL RED RETROREFLECTIVE, HIGH INTENSITY PRISMATIC)
AutoCAD SHX Text
MILLING & RESURFACING (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text
REMOVAL OF EXISTING CONCRETE/ASPHALT DRIVEWAY
AutoCAD SHX Text ALL 19"x30" E.R.C.P. JOINTS TO BE WRAPPED WITH FILTER FABRIC
AutoCAD SHX Text
AutoCAD SHX Text 11/16
AutoCAD SHX Text
REVISED PER UPDATED DESIGN
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text
AutoCAD SHX Text 03/19
AutoCAD SHX Text
UPDATED TO CURRENT CONDITIONS
AutoCAD SHX Text M.A.
AutoCAD SHX Text
AutoCAD SHX Text 06/19
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
12.05
12.00
12.40
12.45
11.95
11.90
12.20
12.25
8.9
9.0
8.8
8.7
12.15
12.60
12.10
12.40
STA. 1+40.00 STA. 2+00.00
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
0 20'10'
SCALE: 1" = 20'
12th AVENUE N.E.
C A
N A
L
END PROJECT
END MILLING &
RESURFACING
(STA. 2+60.90)
BEGIN PROJECT
BEGIN MILLING &
RESURFACING
(STA. 1+10.01)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
JOB CODE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUBMITTAL TYPE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
MUNICIPALITY:
AutoCAD SHX Text
SEC/TWN/RGE:
AutoCAD SHX Text G:\ENGINEERING\PROJ-ENG\C\CCU183\01DWGS\SUBMITTALTYPE\100% SUBMITTAL\CCU183-PLANS-9B 6/19/2019 9:43 AM\CCU183-PLANS-9B 6/19/2019 9:43 AMCCU183-PLANS-9B 6/19/2019 9:43 AM 6/19/2019 9:43 AM6/19/2019 9:43 AM
AutoCAD SHX Text
COLLIER COUNTY HAMMERHEADS (GROUP 9B)
AutoCAD SHX Text SITE PLAN 12th AVENUE N.E. (EAST END)
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text
COLLIER COUNTY
AutoCAD SHX Text 35/48S/27E
AutoCAD SHX Text
APRIL, 2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R.D.F.
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text M.J.D.
AutoCAD SHX Text
CCU183
AutoCAD SHX Text H: 1"=20'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
AutoCAD SHX Text 0.000
AutoCAD SHX Text
RELOCATE EX. MAILBOX
AutoCAD SHX Text
REMOVE EX. M.E.S.
AutoCAD SHX Text
REMOVE EX. 24" C.M.P.
AutoCAD SHX Text
REMOVE EX. M.E.S.
AutoCAD SHX Text
EX. FENCE TO REMAIN
AutoCAD SHX Text S-9
AutoCAD SHX Text
SURVEY: 12TH AVE. N.E. SURVEY: 12TH AVE. N.E.
AutoCAD SHX Text CONST. 84 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
SAWCUT & MATCH EXISTING
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text S-10
AutoCAD SHX Text S-11
AutoCAD SHX Text S-12
AutoCAD SHX Text CONST. 84 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text
REMOVE EX. M.E.S.
AutoCAD SHX Text
REMOVE EX. 24" C.M.P.
AutoCAD SHX Text
REMOVE EX. M.E.S.
AutoCAD SHX Text
SAWCUT & MATCH EXISTING
AutoCAD SHX Text S-9
AutoCAD SHX Text
STA. 1+54.47, OFF. 22.83' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.70
AutoCAD SHX Text S-10
AutoCAD SHX Text
STA. 1+55.46, OFF. 26.17' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.80
AutoCAD SHX Text S-11
AutoCAD SHX Text
STA. 2+43.41, OFF. 23.53' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.70
AutoCAD SHX Text S-12
AutoCAD SHX Text
STA. 2+44.44, OFF. 27.39' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=8.80
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. FENCE TO REMAIN
AutoCAD SHX Text
EX. FENCE TO REMAIN
AutoCAD SHX Text SURVEY-12th AVE. N.E. SURVEY-12th AVE. N.E.
AutoCAD SHX Text
EX. BASE/SUB-BASE TO REMAIN
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text 14.50'
AutoCAD SHX Text 14.50'
AutoCAD SHX Text 17.50'
AutoCAD SHX Text 17.50'
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=8.70
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=8.80
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text SURVEY-12th AVE. N.E. SURVEY-12th AVE. N.E.
AutoCAD SHX Text V: 1"=10'
AutoCAD SHX Text
RELOCATE EX. MAILBOX
AutoCAD SHX Text REPLACE (2) EX. OBJECT MARKERS WITH (2) 18"x18" OM4-3 (ALL RED RETROREFLECTIVE, HIGH INTENSITY PRISMATIC)
AutoCAD SHX Text ALL 19"x30" E.R.C.P. JOINTS TO BE WRAPPED WITH FILTER FABRIC
AutoCAD SHX Text
EX. FENCE TO REMAIN
AutoCAD SHX Text
EX. ASPHALT DRIVEWAY
AutoCAD SHX Text
SAWCUT & MATCH EXISTING
AutoCAD SHX Text
EX. ASPHALT DRIVEWAY
AutoCAD SHX Text
MILLING & RESURFACING (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text
REMOVAL OF EXISTING CONCRETE/ASPHALT DRIVEWAY
AutoCAD SHX Text
AutoCAD SHX Text 11/16
AutoCAD SHX Text
REVISED PER UPDATED DESIGN
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text
AutoCAD SHX Text 06/19
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
13.25
13.20 13.00
13.05
12.85
12.8012.85
12.90
9.6
8.5
9.2
10.2
13.00 13.00
12.35
13.20
STA. 1+40.00 STA. 2+00.00
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
0 20'10'
SCALE: 1" = 20'
14th AVENUE N.E.
C A
N A
L
END PROJECT
END MILLING &
RESURFACING
(STA. 2+45.39)
BEGIN PROJECT
BEGIN MILLING &
RESURFACING
(STA. 1+09.08)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
JOB CODE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUBMITTAL TYPE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
MUNICIPALITY:
AutoCAD SHX Text
SEC/TWN/RGE:
AutoCAD SHX Text G:\ENGINEERING\PROJ-ENG\C\CCU183\01DWGS\SUBMITTALTYPE\100% SUBMITTAL\CCU183-PLANS-9B 6/19/2019 9:43 AM\CCU183-PLANS-9B 6/19/2019 9:43 AMCCU183-PLANS-9B 6/19/2019 9:43 AM 6/19/2019 9:43 AM6/19/2019 9:43 AM
AutoCAD SHX Text
COLLIER COUNTY HAMMERHEADS (GROUP 9B)
AutoCAD SHX Text SITE PLAN 14th AVENUE N.E. (EAST END)
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text
COLLIER COUNTY
AutoCAD SHX Text 35/48S/27E
AutoCAD SHX Text
APRIL, 2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R.D.F.
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text M.J.D.
AutoCAD SHX Text
CCU183
AutoCAD SHX Text H: 1"=20'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
AutoCAD SHX Text 0.000
AutoCAD SHX Text S-13
AutoCAD SHX Text
SURVEY: 14TH AVE. N.E. SURVEY: 14TH AVE. N.E.
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
SAWCUT & MATCH EXISTING
AutoCAD SHX Text S-14
AutoCAD SHX Text S-15
AutoCAD SHX Text S-16
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text CONST. 66 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text CONST. 67 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text S-14
AutoCAD SHX Text
STA. 1+51.82, OFF. 26.35' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=9.30
AutoCAD SHX Text S-16
AutoCAD SHX Text
STA. 2+28.42, OFF. 26.62' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=9.30
AutoCAD SHX Text S-13
AutoCAD SHX Text
STA. 1+52.24, OFF. 22.35' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=10.10
AutoCAD SHX Text S-15
AutoCAD SHX Text
STA. 2+27.60, OFF. 20.58' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=10.10
AutoCAD SHX Text SURVEY-14th AVE. N.E. SURVEY-14th AVE. N.E.
AutoCAD SHX Text
EX. BASE/SUB-BASE TO REMAIN
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text 14.50'
AutoCAD SHX Text 14.50'
AutoCAD SHX Text 17.50'
AutoCAD SHX Text 17.50'
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=10.10
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=9.30
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text SURVEY-14th AVE. N.E. SURVEY-14th AVE. N.E.
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. BASE/SUB-BASE TO REMAIN
AutoCAD SHX Text V: 1"=10'
AutoCAD SHX Text
EX. (2) OBJECT MARKERS TO REMAIN
AutoCAD SHX Text ALL 14"x23" E.R.C.P. JOINTS TO BE WRAPPED WITH FILTER FABRIC. EXISTING UPSTREAM PIPE SIZES ARE 18" C.M.P.
AutoCAD SHX Text
MILLING & RESURFACING (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text
REMOVAL OF EXISTING CONCRETE/ASPHALT DRIVEWAY
AutoCAD SHX Text
AutoCAD SHX Text 11/16
AutoCAD SHX Text
REVISED PER UPDATED DESIGN
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text
AutoCAD SHX Text 03/19
AutoCAD SHX Text
UPDATED TO CURRENT CONDITIONS
AutoCAD SHX Text M.A.
AutoCAD SHX Text
AutoCAD SHX Text 06/19
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
13.30
13.25
13.55
13.60
13.70
13.65
13.45
13.50
8.3
9.9
10.2
13.80
13.90
13.70
13.50
STA. 2+20.00STA. 1+60.00
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
0 20'10'
SCALE: 1" = 20'
16th AVENUE N.E.
C A
N A
L
END PROJECT
END MILLING &
RESURFACING
(STA. 2+63.85)
BEGIN PROJECT
BEGIN MILLING &
RESURFACING
(STA. 1+40.35)
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
JOB CODE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUBMITTAL TYPE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
MUNICIPALITY:
AutoCAD SHX Text
SEC/TWN/RGE:
AutoCAD SHX Text G:\ENGINEERING\PROJ-ENG\C\CCU183\01DWGS\SUBMITTALTYPE\100% SUBMITTAL\CCU183-PLANS-9B 6/19/2019 9:43 AM\CCU183-PLANS-9B 6/19/2019 9:43 AMCCU183-PLANS-9B 6/19/2019 9:43 AM 6/19/2019 9:43 AM6/19/2019 9:43 AM
AutoCAD SHX Text
COLLIER COUNTY HAMMERHEADS (GROUP 9B)
AutoCAD SHX Text SITE PLAN 16th AVENUE N.E. (EAST END)
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text
COLLIER COUNTY
AutoCAD SHX Text 35/48S/27E
AutoCAD SHX Text
APRIL, 2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R.D.F.
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text M.J.D.
AutoCAD SHX Text
CCU183
AutoCAD SHX Text H: 1"=20'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
AutoCAD SHX Text 0.000
AutoCAD SHX Text CONST. 68 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text S-17
AutoCAD SHX Text
SURVEY: 16TH AVE. N.E. SURVEY: 16TH AVE. N.E.
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
ROAD EASEMENT
AutoCAD SHX Text
SAWCUT & MATCH EXISTING
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text S-18
AutoCAD SHX Text S-20
AutoCAD SHX Text S-19
AutoCAD SHX Text CONST. 72 L.F. 19"x30" E.R.C.P.
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text S-17
AutoCAD SHX Text
STA. 1+82.43, OFF. 26.02' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=10.00
AutoCAD SHX Text S-18
AutoCAD SHX Text
STA. 1+81.07, OFF. 24.57' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=10.00
AutoCAD SHX Text S-19
AutoCAD SHX Text
STA. 2+55.83, OFF. 27.32' LT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=10.00
AutoCAD SHX Text S-20
AutoCAD SHX Text
2+58.58, OFF. 26.14' RT.
AutoCAD SHX Text
CONST. MITERED END SECTION
AutoCAD SHX Text
INDEX 430-022
AutoCAD SHX Text
INV.=10.00
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text V: 1"=10'
AutoCAD SHX Text SURVEY-16th AVE. N.E. SURVEY-16th AVE. N.E.
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text 16.00'
AutoCAD SHX Text 16.00'
AutoCAD SHX Text 15.00'
AutoCAD SHX Text 15.00'
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=10.00
AutoCAD SHX Text 19"x30" E.R.C.P. INV.=10.00
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text
EX. ROAD EASEMENT
AutoCAD SHX Text SURVEY-16th AVE. N.E. SURVEY-16th AVE. N.E.
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
EX. BASE/SUB-BASE TO REMAIN
AutoCAD SHX Text
MATCH
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EXISTING
AutoCAD SHX Text
EX. BASE/SUB-BASE TO REMAIN
AutoCAD SHX Text
MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text ALL 19"x30" E.R.C.P. JOINTS TO BE WRAPPED WITH FILTER FABRIC.
AutoCAD SHX Text
EX. (2) OBJECT MARKERS TO REMAIN
AutoCAD SHX Text
MILLING & RESURFACING (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text
REMOVAL OF EXISTING CONCRETE/ASPHALT DRIVEWAY
AutoCAD SHX Text
AutoCAD SHX Text 11/16
AutoCAD SHX Text
REVISED PER UPDATED DESIGN
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text
AutoCAD SHX Text 06/19
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
MITERED END TYPICAL
SODDING DETAIL
HAMMERHEAD DETAIL
MILLING
RESURFACING
OBJECT MARKERS at
"T" INTERSECTIONS and DEAD ENDS
PLAN VIEW
STOP
POLLY AVE PO
LL
Y
AV
E
DEAD END DE
AD
E
ND
DEAD
END
ELEVATION
(at END of ROADWAY)
NOTE:
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
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BY
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JOB CODE:
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SCALE:
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DESIGNED BY:
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APPROVED:
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DRAWN BY:
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SHEET
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OF
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SUBMITTAL TYPE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
MUNICIPALITY:
AutoCAD SHX Text
SEC/TWN/RGE:
AutoCAD SHX Text G:\ENGINEERING\PROJ-ENG\C\CCU183\01DWGS\SUBMITTALTYPE\100% SUBMITTAL\CCU183-COVER-9B 6/19/2019 9:44 AM\CCU183-COVER-9B 6/19/2019 9:44 AMCCU183-COVER-9B 6/19/2019 9:44 AM 6/19/2019 9:44 AM6/19/2019 9:44 AM
AutoCAD SHX Text
COLLIER COUNTY HAMMERHEADS (GROUP 9B)
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MISCELLANEOUS DETAILS
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100% SUBMITTAL
AutoCAD SHX Text
COLLIER COUNTY
AutoCAD SHX Text 35/48S/27E
AutoCAD SHX Text
APRIL, 2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R.D.F.
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text M.J.D.
AutoCAD SHX Text
CCU183
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AS NOTED
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
AutoCAD SHX Text 1.316
AutoCAD SHX Text
NOT TO SCALE
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SEE STANDARD
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SEE STANDARD
AutoCAD SHX Text 9'±
AutoCAD SHX Text 9'±
AutoCAD SHX Text 9'±
AutoCAD SHX Text 9'±
AutoCAD SHX Text
1/8" OPEN JOINTS @ 10' CTRS.
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WIDTH VARIES
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WIDTH VARIES
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1/2" JOINT SHALL BE CONSTRUCTED WITH JOINT FILLER
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1/8" OPEN JOINTS AT TAPER
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1/8" OPEN JOINTS @ EQUAL (20' MAX.) INTERVALS
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1/8" OPEN JOINTS @ EQUAL (20' MAX.) INTERVALS
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1/2" JOINT SHALL BE CONSTRUCTED WITH JOINT FILLER
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NOT TO SCALE
AutoCAD SHX Text
EXISTING ROAD TO BE MILLED & RESURFACED
AutoCAD SHX Text MILL EXISTING ASPHALT PAVEMENT (2" AVG. DEPTH) SUPERPAVE ASPHALTIC CONC. (SP-12.5) (TRAFFIC C) (2")
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NOT TO SCALE
AutoCAD SHX Text R1-1
AutoCAD SHX Text D3-1
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text W14-1
AutoCAD SHX Text W1-7
AutoCAD SHX Text
(2) OM1-3 (YELLOW)
AutoCAD SHX Text
WHITE THERMOPLASTIC DIRECTIONAL INDICATOR (TYP.)
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text 6" SOLID YELLOW W/ A/A RPM's @ 20' O.C.
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24" STOP BAR
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OM4-3 (RED)
AutoCAD SHX Text
OM4-3 (RED)
AutoCAD SHX Text
12" SOLID WHITE 10' CROSSWALK
AutoCAD SHX Text OM4-3 (RED) SIGNS SHALL BE INSTALLED IF CANAL IS AT THE ROADWAY END, & OTHER LOCATIONS AS DETERMINED BY COLLIER COUNTY TRAFFIC OPERATIONS.
AutoCAD SHX Text
OM1-3 (YELLOW)
AutoCAD SHX Text
AutoCAD SHX Text 11/16
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REVISED PER UPDATED DESIGN
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 06/19
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
12.05
12.00
12.40
12.45
11.95
11.90
12.20
12.25
8.9
9.0
8.9
8.7
GradyMinor
Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380
0 20'10'
SCALE: 1" = 20'
12th AVENUE N.E.
C A
N A
L
END PROJECT
END MILLING &
RESURFACING
(STA. 2+60.90)
BEGIN PROJECT
BEGIN MILLING &
RESURFACING
(STA. 1+10.01)
TYPICAL EROSION CONTROL with
ROADSIDE DITCH SYSTEM
AutoCAD SHX Text N
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
JOB CODE:
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SCALE:
AutoCAD SHX Text
DESIGNED BY:
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APPROVED:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUBMITTAL TYPE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
MUNICIPALITY:
AutoCAD SHX Text
SEC/TWN/RGE:
AutoCAD SHX Text G:\ENGINEERING\PROJ-ENG\C\CCU183\01DWGS\SUBMITTALTYPE\100% SUBMITTAL\CCU183-EROSION-9B 6/19/2019 9:44 AM\CCU183-EROSION-9B 6/19/2019 9:44 AMCCU183-EROSION-9B 6/19/2019 9:44 AM 6/19/2019 9:44 AM6/19/2019 9:44 AM
AutoCAD SHX Text
COLLIER COUNTY HAMMERHEADS (GROUP 9B)
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EROSION CONTROL PLAN
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100% SUBMITTAL
AutoCAD SHX Text
COLLIER COUNTY
AutoCAD SHX Text 35/48S/27E
AutoCAD SHX Text
APRIL, 2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R.D.F.
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text M.J.D.
AutoCAD SHX Text
CCU183
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text MICHAEL J. DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) IS (+)
AutoCAD SHX Text 0.000
AutoCAD SHX Text S-9
AutoCAD SHX Text
SURVEY: 12TH AVE. N.E. SURVEY: 12TH AVE. N.E.
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ROAD EASEMENT
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ROAD EASEMENT
AutoCAD SHX Text
SEDIMENT BARRIER (TYP. ON ALL STREETS WITHIN PROJECT)
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76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text
76' DRAINAGE EASEMENT
AutoCAD SHX Text S-10
AutoCAD SHX Text S-11
AutoCAD SHX Text S-12
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
EX. T.O.B.
AutoCAD SHX Text
DOUBLE ROW SEDIMENT BARRIER (TYP. ON ALL STREETS WITHIN PROJECT)
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SCALE: 1"=20'
AutoCAD SHX Text
MILLING & RESURFACING (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)PROPOSED 6" THICK CONC. (PER HAMMERHEAD DETAIL, SHEET 8)
AutoCAD SHX Text
REMOVAL OF EXISTING CONCRETE/ASPHALT DRIVEWAY
AutoCAD SHX Text
AutoCAD SHX Text 11/16
AutoCAD SHX Text
REVISED PER UPDATED DESIGN
AutoCAD SHX Text E.M.N.
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
TURBIDITY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 05/19
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
| Sheets and Views |
| 1 Cover Sheet |
| 2 General Notes |
| 3 Aerial |
| 4 10th Ave East |
| 5 12th Ave East |
| 6 14th Ave East |
| 7 16th Ave East |
| 8 Misc. Details |
| 9 Erosion |
File details come from the government source that posted it. Updated .