Agenda 10/09/2018 Item #16D 110/09/2018
EXECUTIVE SUMMARY
Recommendation to approve the conveyance of a Raw Water Utility Easement along the eastern
edge of the Gordon River Greenway to the City of Naples.
OBJECTIVE: To grant the City of Naples a Raw Water Utility Easement over a parcel of County-
owned land necessary to construct operate and maintain reclaimed water system infrastructure.
CONSIDERATIONS: In 2006 Collier County granted a perpetual, non-exclusive easement along the
eastern edge of the Gordon River Greenway property to an adjoining property owner for, among other
things, utility facilities. This easement was subsequently amended and expanded in 2009 and 2014. The
City of Naples now wishes to obtain a Raw Water Utility Easement over the same area.
In the spring of 2017, the City of Naples experienced a deficit of approximately three (3) million gallons
per day (MGD) of canal water to supplement the City’s reclaimed water system due to a severe drought.
The deficit led to the concept of complementing the canal pumping system with water from the City’s raw
water well fields that supply water for the potable water system. The goal is to provide up to three (3)
MGD of raw water to the reclaimed water system. The proposed system is similar in nature to the
County’s Mule Pen supplemental irrigation water supply facility. An 18” raw water pipeline, metering
station, and associated appurtenant facilities are proposed to be constructed in the proposed easement by
the City.
FISCAL IMPACT: The total cost for recording the Raw Water Utility Easement will not exceed $37.
Funds in the amount of $37 will be paid by the City of Naples.
GROWTH MANAGEMENT IMPACT: There are no Growth Management impacts associated with
this action.
LEGAL CONSIDERATIONS: The attached Raw Water Utility Easement has been approved for form
and legality and requires a majority vote for approval. -JAB
RECOMMENDATION: To approve the attached Raw Water Utility Easement along the eastern edge
of the Gordon River Greenway; authorizes the Chairman to sign the a ttached Raw Water Utility
Easement; and directs the County Manager, or his designee, to record the Raw Water Utility Easement in
the Public Records of Collier County, Florida.
Prepared By: Perry Peeples, Property Acquisition Specialist, Facilities Management
ATTACHMENT(S)
1. Raw Water Utility Easement (PDF)
2. Construction Plans locating proposed RWUE (PDF)
16.D.1
Packet Pg. 685
10/09/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.D.1
Doc ID: 6555
Item Summary: Recommendation to approve the conveyance of a Raw Water Utility Easement
along the eastern edge of the Gordon River Greenway to the City of Naples.
Meeting Date: 10/09/2018
Prepared by:
Title: Property Acquisition Specialist – Facilities Management
Name: Perry Peeples
09/14/2018 10:04 AM
Submitted by:
Title: Deputy Department Head – Public Utilities Department
Name: Dan Rodriguez
09/14/2018 10:04 AM
Approved By:
Review:
Facilities Management Toni Mott Additional Reviewer Completed 09/14/2018 10:08 AM
Parks & Recreation Barry Williams Additional Reviewer Completed 09/17/2018 8:21 AM
Public Utilities Department Dan Rodriguez Additional Reviewer Completed 09/17/2018 11:05 AM
Public Services Department Todd Henry Level 1 Division Reviewer Completed 09/17/2018 2:35 PM
County Attorney's Office Jennifer Belpedio Level 2 Attorney of Record Review Completed 09/17/2018 3:03 PM
Public Services Department Steve Carnell Level 2 Division Administrator Review Completed 09/18/2018 10:20 AM
County Attorney's Office Emily Pepin CAO Preview Completed 09/18/2018 10:31 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 09/18/2018 1:40 PM
Budget and Management Office Ed Finn Additional Reviewer Completed 09/18/2018 1:51 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/18/2018 2:42 PM
County Manager's Office Heather Yilmaz Level 4 County Manager Review Completed 10/01/2018 12:20 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/09/2018 9:00 AM
16.D.1
Packet Pg. 686
PROJECT:
PARCEL:
FOLrO #:
City of Naples Raw Water Utility Easement
Gordon River Greenway
6'1947800001
RAW WATER UTILITY EASEMENT
THIS RAW WATER UTILITY EASEMENT, made and entered into this _ day of
2018 by COLLIER COUNTY, a political subdivision of the State of Ftorida,
as Grantor, whose address is 3335 East Tamiami Trail, Ste. 10'l , Naples, Florida 341 12, to the
CITY OF NAPLES, a municipal corporation of the State of Florida, whose address is 735 Eighth
Street South, Naples, FL 34'102, its successors and assigns, as Grantee.
(Wherever used herein the terms "Granto/'and "Grantee" include all the parties to this instrument
and their respective heirs, legal representatives, successors or assigns.)
WITNESSETH
Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration
paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby
conveys, grants, bargains and sells unto the Grantee, its successors and assigns, a perpetual,
non-exclusive easement, license, and privilege for raw water utility purposes, on and under the
following described lands located in Collier County, Florida, to wit:
See attached Exhibit "A" which is
incorporated herein by reference.
THIS PROPERTY IS NOT THE HOMESTEAD OF GRANTOR
TO HAVE AND TO HOLD the same unto the Grantee together with the right to enter
upon said land, excavate, and place or remove materials including, but not limited to, all raw
water utility facilities and other equipment or improvements appurtenant thereto or thereunder
for the purpose of constructing, operating, and maintaining a raw water pipeline, metering
station and associated appurtenant facilities thereon. Grantor and Grantee are used for
singular or plural, as the context requires. The raw water utility easement granted herein shall
constitute an easement running with the land and shall burden the lands described above.
lN WITNESS WHEREOF, the Grantor has caused these presents to be executed the
date and year first above written.
(STGNATURE PAGE FOLLOWS)
@
Subject to easements, restrictions, and reservations of record.
16.D.1.a
Packet Pg. 687 Attachment: Raw Water Utility Easement (6555 : Raw Water Utility Easement to City of Naples)
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By.
ANDY SOLIS, CHAIRMAN
ATTEST:
CRYSTAL K. KINZEL,
Clerk of the Gircuit Court
By:
Approved as to form and legality:
Jennifer A. Belpedio
Assistant County Aftorney ,\tt
@
16.D.1.a
Packet Pg. 688 Attachment: Raw Water Utility Easement (6555 : Raw Water Utility Easement to City of Naples)
East 60 feet of that part of Lot 97 of Naples lmprovement Company,s Little Farms
Subdivision, according to the plat thereof recorded in plat Book 2, page 2, in he
Public Records of Collier County, lying south of Golden Gate parkway and within
Section 27, Township 49 South, Range 25 East, Collier County, Florida;
EXHIBIT "A"
EASEMENT AREA LEGAL DESCRIPTION
AND
North 120 feet of the East 120 feet of Section 34, Townshi p 49 South, Range 25East, Collier County,
lmprovement Company'
recorded in Plat Book 2,
Florida, bein llng within Lot 97 of Naples
according to the plat thereof
lier County, Florida.
AND
All that part of Lot 97,
Little Farms, Plat Book
being more particularly
rovement company's
Collier County, Florida
Commencing at the
s Litfle
25 East, Collier County,
Thence along the East line East
p 49 South, Range
line of said Lot 97,
South 00'35'54' West 120.01 rnnlng;
Thence continue along said East li ne 00'35'54' West 270.00 feet;
Thence leaving said East line North 89'24'06" West 60.00 feet;
Thence North 00'35'54" East 269.13 feet to a point on tho South tine of the right
of-way easement recorded in Oflicial Records Book 4097, page 661, of he
Public Records of Collier County, Florida;
Thence along said easement North g9'46'00" East 60.01 fe€t to th€ point of
beginning.
corner of
16.D.1.a
Packet Pg. 689 Attachment: Raw Water Utility Easement (6555 : Raw Water Utility Easement to City of Naples)
PLANS PREPARED FOR:PROJECTLOCATIONPh.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 36641192010xxxx01PLAN STAGE: PRELIMINARYDATE: JULY 2018PROJECT CONSULTANTSCIVIL:AGNOLI, BARBER & BRUNDAGE, INC.7400 TRAIL BLVD., SUITE 200NAPLES, FLORIDA 34108TEL: 239-597-3111STATE VICINITY MAPPROJECT VICINITYSHT. #SHEET DESCRIPTIONSHEET INDEXCONSTRUCTION DETAILSCOVER SHEETLEGENDS, ABBREVIATIONS, GENERAL AND SPECIAL NOTESPLAN & PROFILE (1)5214CONSTRUCTION PLANS FOR:City of NaplesRECLAIMED WATER INTERCONNECTLOCATED IN SECTIONS 25 & 26 TOWNSHIP 49 S - RANGE 25 ECOLLIER COUNTY, FLORIDA.PROJECT LOCATION MAP6PLANS PREPARED BY:REVIEWING AGENCIES / UTILITY PROVIDERSCITY:CITY OF NAPLES UTILITY DEPARTMENT380 RIVERSIDE CIRCLENAPLES, FLORIDA 34102(239) 213-4745WATER/SEWER:CITY OF NAPLES UTILITY DEPARTMENT380 RIVERSIDE CIRCLENAPLES, FLORIDA 34102(239) 213-4745NATURAL GAS:TECO PEOPLES GAS5901 ENTERPRISE PARKWAYFORT MYERS, FLORIDA 33905(239) 896-0812TELEPHONE:CENTURYLINK3530 KRAFT RD. SUITE 100NAPLES, FLORIDA 34105(239)263-6343TELEVISION:COMCAST301 TOWER ROADNAPLES, FLA. 34113(239) 793-3577POWER:FLORIDA POWER AND LIGHTCOMPANY 4105 15TH AVENUESOUTHWEST NAPLES, FL. 34116(239)353-6090FIRE DISTRICT:CITY OF NAPLES FIRE RESCUESTATION #2977 26TH AVE NORTHNAPLES, FL. 34103(239)213-4900PROJECT AERIAL KEY MAP AND PLAN & PROFILE SHEET INDEX37PROJECTLOCATION8UTILITIES DEPARTMENTCITY OF NAPLES380 RIVERSIDE CIRCLENAPLES, FLORIDA 34102PHONE: 239-213-4745PLAN & PROFILE (2)PLAN & PROFILE (3)PLAN & PROFILE (4)PLAN & PROFILE (5)910AERIAL ZONING MAPEROSION CONTROL DETAILS100% PERMIT PLANS16.D.1.bPacket Pg. 690Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
CTWSTORM SYSTEM, DRAINAGE & GRADINGABBREVIATIONSLINE TYPESLEGENDSSYMBOLS02Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664RECLAIMED WATER INTERCONNECT& GENERAL NOTES 10CITY OF NAPLESSYMBOLS, LEGENDSCONSTRUCTION PLANS11920SPECIAL NOTES:1.THE REVIEW AND APPROVAL OF IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTIONOF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD.2.DRIVEWAYS AFFECTED BY CONSTRUCTION WILL BE REPAIRED.3.REPLACEMENT OF ALL ROADWAY SIGNS AND STRIPING SHALL CONFORM WITH THE PRE EXISTINGCONDITION.4.MOT PLAN TO BE SUBMITTED TO THE CCGMD AND THE CITY OF NAPLES FOR APPROVAL.5.THE FOLLOWING TECHNICAL SPECIFICATIONS SHALL GOVERN THIS CONSTRUCTION:a.CITY OF NAPLES UTILITY SPECIFICATIONSb.COLLIER COUNTY RIGHT OF WAY HANDBOOKc.FDOT CONSTRUCTION SPECIFICATIONS (INDEXES AND STANDARD SPECIFICATIONS)d.PLANS SHALL GOVERN WITH ANY DISCREPANCY BETWEEN PLANS AND THE LISTED SPECIFICATIONS1. THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TOTHE ENGINEER. THE INFORMATION IS NOT GUARANTEED, THEREFORE THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL UTILITIES IN THE FIELD.2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA 48 HOURS MINIMUM PRIOR TO START OFCONSTRUCTION, AND SHALL HAVE ALL SERVICE LINES (UTS, FPL, WATER, CABLE, SANITARY SEWER AND FORCE MAIN,ETC.) LOCATED AND FLAGGED PRIOR TO EXCAVATION.3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURINGCONSTRUCTION, INCLUDING IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALLDAMAGED LINES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY.4. BEDDING AND BACKFILL SHALL COMPLY WITH CITY OF NAPLES STANDARDS.5. ALL EXISTING DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO EQUIVALENTPRECONSTRUCTION CONDITION UNLESS OTHERWISE APPROVED BY THE ENGINEER AND CITY OF NAPLES.6. ALL ELEVATIONS REFER TO NAVD88 DATUM7. THE CONTRACTOR IS REQUIRED TO OBTAIN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROM THE PLANSAND/OR SPECIFICATIONS.8. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OFCONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY REQUIRED PLAN DEVIATIONS.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF EXISTING STREETS ADJACENTTO PROJECT AREA. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THE FLORIDA MANUAL OFTRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITYOPERATIONS.10. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE AGENCY HAVINGJURISDICTION OF EACH INDIVIDUAL UTILITY LINE.11. THE UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOIDDISTURBANCES OF VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS.THE CONTRACTOR SHALL NOT REMOVE ANY TREES OR SHRUBS WITHOUT PRIOR APPROVAL FROM THE ENGINEER.12. THE 30" MINIMUM COVER REQUIREMENT FOR PROPOSED UTILITIES SHALL BE MEASURED FROM FINISHED GRADES. ITIS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE MINIMUM COVER REGARDLESS OF EXISTING GRADE.13. THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE ENGINEER AND CITY OF NAPLES PRIOR TO THEFOLLOWING ACTIVITIES:A. COMMENCEMENT OF CONSTRUCTIONB. CHANGES TO APPROVED SCHEDULESC. CONNECTION TO EXISTING UTILITY SYSTEMSD. THRUST BLOCK INSPECTIONE. UTILITY MAIN PRESSURE TESTINGF. TRENCH AND BACKFILL COMPACTION AND DENSITY TESTINGG. CURB INSTALLATIONH. SUBBASE, BASE AND PAVING OPERATIONSI. WATER MAIN FLUSHING, CHLORINATION AND BACTERIOLOGICAL TESTINGJ. FINAL INSPECTIONS14. IF THERE ARE ANY NEW OR RELOCATED FORCE MAINS THAT CROSS ANY SANITARY SEWERS, STORM SEWERS, WATERMAINS, OR RECLAIMED WATER LINES, THE FORCE MAINS CROSS BELOW SUCH PIPELINES WITH A MINIMUM VERTICALDISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE FORCE MAINS AND THE OUTSIDE OF SUCH PIPELINES, OR SUCHCROSSINGS ARE ARRANGED SO THAT ALL PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESSTHAN TEN FEET BETWEEN ANY TWO JOINTS (OR, ALTERNATIVELY, THE SANITARY SEWERS, STORM SEWERS, WATERMAINS, AND RECLAIMED WATER LINES AT SUCH CROSSINGS ARE PLACED IN SLEEVES OR ENCASED IN CONCRETE TOOBTAIN THE EQUIVALENT OF THE TEN FOOT SEPARATION ON BETWEEN JOINTS); OR DATA JUSTIFYING AN EXCEPTION TOTHESE SEPARATION REQUIREMENTS IS ATTACHED IN ACCORDANCE WITH RULE 62-555.314(4), F.A.C.15. ALL PRESSURE MAINS SHALL BE HDPE DR-11 UNLESS OTHERWISE NOTED.UTILITY NOTES:16. FITTINGS MAY BE USED TO MAINTAIN PLAN ALIGNMENT OF PROPOSED UTILITIES. DEVIATIONS FROM PLAN ALIGNMENTSHALL NOT BE MORE THAN 12". THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS OF ALL FITTINGS, VALVES ANDOTHER APPURTENANCES NOT SHOWN ON THESE PLANS. IT IS PREFERRED THAT NO FITTINGS BE USED FOR VERTICAL ORHORIZONTAL ALIGNMENT CHANGES AND THAT THEY BE ACCOMPLISHED BY ROLLING THE PIPE WITHIN MANUFACTURERSCURVATURE LIMITS.17. SEE ENCLOSED DETAIL SHEETS FOR CITY OF NAPLES UTILITY CONSTRUCTION REQUIREMENTS. ALL WORK SHALL BEDONE IN ACCORDANCE WITH THE LATEST VERSION OF CITY OF NAPLES WATER-SEWER DISTRICT'S STANDARDSPECIFICATIONS AND DETAILS.18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING COUNTY INSPECTIONS. WRITTEN REQUESTS SHALL BEPROVIDED TO THE COUNTY AT LEAST 48 HOURS PRIOR TO THE FOLLOWING:A. HOT TAPS TO WATER AND SEWER FACILITIES *B. MASTER METER AND BYPASS PIPINGC. JACK AND BORE CASINGSD. PRESSURE TESTS *E. INFILTRATION/ EXFILTRATION TESTSF. FLUSHING OF SEWER LINES, FORCE MAINS, WATER MAINS AND EFFLUENT LINES *G. CONFLICT BOX CONSTRUCTION *H. CONNECTIONS TO EXISTING WATER AND SEWER FACILITIES * I. CASING INSTALLATIONSJ. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY AT THE TIME OF CONSTRUCTION DOCUMENT APPROVALK. JACK AND BORES AND DIRECTIONAL BORES.THE CITY MUST BE PRESENT AT THE INSPECTIONS NOTED WITH "*" ABOVE.19. THE OPERATING ENTITY OF CITY OF NAPLES PUBLIC UTILITIES DIVISION SHALL OWN AND MAINTAIN ALL WATER ANDSEWER SYSTEMS ON SITE.20. RED-LINE DRAWINGS OF THE COMPLETED SYSTEM SHALL BE PROVIDED TO CITY OF NAPLES OPERATIONS STAFF ANDENGINEER AT SUBSTANTIAL COMPLETION STAGE.21. IRRIGATION WATER FOR NEW SOD SHALL BE TAKEN FROM APPROVED SOURCES ONLY.100% PERMIT PLANS16.D.1.bPacket Pg. 691Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00
2
5+
0
0 26+0027+0028+0029+0030+0031+0032+0033+00 34+00 35+00
GOLDEN GATE PARKWAY
GORDON RIVERGREENWAY PARKVINLAND DRIVEBEARS PAW COUNTRY CLUBGOLDEN GATE CANALSHEET 4SHEET 5SHEET 6SHEET 7SHEET 8ALIGNMENT 02500.0' DIRECTIONAL DRILLPULL BOXELECTRIC SERVICE IN (2) - 2" PVC CONDUITSFOR SERVICE TO METER AND M.O.V. FROMEXISTING CITY OWNED SANITARY PUMP STATIONAGNOLIBARBER&BRUNDAG E ,I N C.NPh.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664City of NaplesCONSTRUCTION PLANSKEY MAP - PLAN & PROFILE SHEET INDEX1192010RECLAIMED WATER INTERCONNECT03GENERAL STATEMENT OF WORK:THIS PROJECT CONSISTS OF A HOT TAP CONNECTION OF A PROPOSED 22" HDPE DR-11 RAW WATERMAIN TO AN EXISTING 36" RAW WATER MAIN RUNNING ALONG GOLDEN GATE PARKWAY. THE FIRST±40 FEET WILL BE OPEN TRENCH, FOLLOWED BY ±500 FEET HORIZONTAL DIRECTIONAL DRILL (HDD).THE REMAINDING ±1,566 FEET WILL BE OPEN TRENCH TO A HOT TAP OF AN EXISTING 20" RAW WATERMAIN AT THE END OF THE PROJECT.100% PERMIT PLANS16.D.1.bPacket Pg. 692Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.0-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.00+000+501+001+502+002+503+003+504+004+504+75±160'±210'±130'EXIST. 36" RAWWATER MAINEXIST. GRADE @ C/L PROP. 22" RAW WATER MAIN22" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)AVG. RADIUS OF CURVATURE OF HDDAT PIPE ENTRY = 91022" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)HDD ENTRYANGLE = 10°STA. 0+73.05EXIST. 12" ADSINV.=3.31EXIST. GRADE @ C/L VINDALE DRIVE36"x18" HOT TAP*PER THOMPSON PIPEGROUPDETAIL 416-36x18 (TYPE 1)SHEET 09 OF 10* BOLT SOLID DI SLEEVE TO 18" TAPPINGVALVE USING "ONE BOLT" SOLID SLEEVE.USE STIFFENER IN HDPE FOR MEGALUGCONNECTION TO CONNECT ONE BOLTADAPTER TO 22" HDPE DR-11 PIPE(OR APPROVED EQUAL)22" - 11.25° BENDHDD FUSION WELD3" A.R.V.22" - 11.25° BENDHDD FUSION WELD22" - 11.25° BENDHDD FUSION WELD18" - TAPPING VALVEC0+001+002+003+004+00EX. 24"WATER MAINEX. 8"FORCE MAINEX. 36" RAWWATER LINEEX. ELEC. HH (4)EX. 4"FORCE MAINEX. 12"WATER MAINEX. ELEC. HH CONC. PADSEX. MESEX. 12"WATER MAINEX. 10"WATER MAINEX. 8"WATER MAINEX. STORM MANHOLEEX. WALLEX. 4"FORCE MAINEX. RIP-RAPEX. CBEX. GATE (2)EX. LIGHT POLEEX. WALLEX. WALLEX. WALLEX. LIGHT POLE& ELEC. HH BOXEX. IRRIGATIONEX. ELEC.BOXESEX. LIGHTPOLEEX. TYPE C BOXRIM=±1.54E INV=(-)3.50*EX. SIDEWALKEX. SIDEWALKGORDON RIVER GREENWAYNORTH PARKING ACCESS22" HDPE DR-11RAW WATER MAINSTART OF EX. RIP-RAPEX. STORM MANHOLE22" - 11.25° BENDHDD FUSION WELD3" ARVMATCHLINE STA 4+75.00Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664City of NaplesCONSTRUCTION PLANSPLAN & PROFILE1192010xxxxRECLAIMED WATER INTERCONNECT04(1)AGNOLIBARBER&BRUNDAG E ,I N C.N100% PERMIT PLANS16.D.1.bPacket Pg. 693Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.0-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.04+755+005+506+006+507+007+508+008+509+009+5022" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)±130'EXIST. GRADE @ C/L PROP. 22" RAW WATER MAIN36" MIN. COVER30" ALLOWABLE FORCONFLICT RESOLUTIONHDD EXITANGLE = 8.5°STA. 5+67.1222" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)AVG. RADIUS OF CURVATURE OF PATHAT HDD EXIT = 657EXIST. 24" RCPINV.=(-)3.50EXIST. GRADE @ C/L VINLAND DRIVE22" - 11.25° BENDHDD FUSION WELD5+006+007+008+009+0060' ACCESS EASEMENTO.R. 5006 PG. 768EX. GATE (2)EX. LIGHT POLE& ELEC. HH BOXEX. IRRIGATIONEX. ELEC.BOXESEX. 10"WATER MAINEX. 4"FORCE MAINEX. LIGHT POLE& ELEC. HH BOXEX. FENCEEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. TYPE C BOXRIM=±1.54E INV=(-)3.50*EX. STORM PIPEEX. STORM PIPEEX. STORM PIPEEX. FIRE HYDRANTEX. 30LF 6" PVCW.M. DR-14 CL305EX. RIP-RAPEX. RIP-RAPEX. SIDEWALKEX. SIDEWALKVINLAND DRIVE22" HDPE DR-11RAW WATER MAINSTART OF EX. RIP-RAPEX. TYPE C BOXRIM=±1.73W INV=(-)3.50*EX. 53LF 24" RCP*9.4'6.2'22" - 11.25° BENDHDD FUSION WELDMATCHLINE STA 4+75.00
MATCHLINE STA 9+50.00Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664City of NaplesCONSTRUCTION PLANSPLAN & PROFILE1192010xxxxRECLAIMED WATER INTERCONNECT05(2)AGNOLIBARBER&BRUNDAG E ,I N C.N100% PERMIT PLANS16.D.1.bPacket Pg. 694Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.0-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.09+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+2522" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)6" SANDCUSHION(MIN.)36" MIN. COVER30" ALLOWABLE FORCONFLICT RESOLUTIONEXIST. 24" RCPINV.=(-)3.50EXIST. GRADE @ C/L PROP. 22" RAW WATER MAINEXIST. GRADE @ C/L VINLAND DRIVE36" MIN. COVER30" ALLOWABLE FORCONFLICT RESOLUTION10+0011+0012+0013+0014+00VINLAND DRIVEEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. 10" WATER MAINEX. 4" FORCE MAINEX. TYPE C BOXRIM=±1.61E INV=(-)3.50EX. RIP-RAPEND EX. RIP-RAPEX. GAS MARKEREX. FENCEEX. FENCEEX. SIDEWALKEX. SIDEWALKALIGNMENT 01EX. ELEC. HH BOXEX. TYPE C BOXRIM=±1.71W INV=(-)3.50EX. ELEC. HH BOXMATCHLINE STA 9+50.00
MATCHLINE STA 14+25.00Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664City of NaplesCONSTRUCTION PLANSPLAN & PROFILE1192010xxxxRECLAIMED WATER INTERCONNECT06(3)AGNOLIBARBER&BRUNDAG E ,I N C.N100% PERMIT PLANS16.D.1.bPacket Pg. 695Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.0-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.014+2514+5015+0015+5016+0016+5017+0017+5018+0018+5019+00EXIST. GRADE @ C/L PROP. 22" RAW WATER MAINEXIST. GRADE @ C/L VINDALE DRIVE22" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)36" MIN. COVER30" ALLOWABLE FORCONFLICT RESOLUTION15+0016+0017+0018+0019+00EX. LIGHT POLE& ELEC. HH BOXEX. 10" WATER MAINEX. 4" FORCE MAINEX. FENCEEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. GAS MARKEREX. FIRE HYDRANT& WATER VALVEEX. WATER LINE UNDER ROADEX. ELEC. HH CONC. PADSEX. SIDEWALKEX. SIDEWALKVINLAND DRIVE22" HDPE DR-11 RAW WATER MAINMATCHLINE STA 14+25.00
MATCHLINE STA 19+00.00Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664City of NaplesCONSTRUCTION PLANSPLAN & PROFILE1192010xxxxRECLAIMED WATER INTERCONNECT07(4)AGNOLIBARBER&BRUNDAG E ,I N C.N100% PERMIT PLANS16.D.1.bPacket Pg. 696Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.0-11.0-10.5-10.0-9.5-9.0-8.5-8.0-7.5-7.0-6.5-6.0-5.5-5.0-4.5-4.0-3.5-3.0-2.5-2.0-1.5-1.0-0.50.00.51.01.52.02.53.03.54.04.55.05.56.06.57.07.58.019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5023+75EXIST. GRADE @ C/L PROP. 22" RAW WATER MAINEXIST. GRADE @ C/L VINLAND DRIVE22" HDPE DR-11 RAW WATER MAIN(ALL JOINTS SHALL BE FUSION WELDED)18" MIN.
CLEARANCE EXIST. 4" F.M.EXIST. 20" RAWWATER MAIN18"-45° ELBOWHDPE FUSION WELD36" MIN. COVER30" ALLOWABLE FORCONFLICT RESOLUTIONMETER & BACKFLOW ASSEMBLY(SEE DETAIL SHEET 09 OF 10)12" DUCTILE IRON PIPE20"x18" HOT TAP** BOLT SOLID DI SLEEVE TO 18" TAPPINGVALVE USING "ONE BOLT" SOLID SLEEVE.USE STIFFENER IN HDPE FOR MEGALUGCONNECTION TO CONNECT ONE BOLTADAPTER TO 22" HDPE DR-11 PIPE(OR APPROVED EQUAL)BOLT SOLID DI SLEEVE TO 12" DI PIPEUSING "ONE BOLT" SOLID SLEEVE.USE STIFFENER IN HDPE FOR MEGALUGCONNECTION TO CONNECT ONE BOLTADAPTER TO 22" HDPE DR-11 PIPE(OR APPROVED EQUAL)BOLT SOLID DI SLEEVE TO 12" DI PIPEUSING "ONE BOLT" SOLID SLEEVE.USE STIFFENER IN HDPE FOR MEGALUGCONNECTION TO CONNECT ONE BOLTADAPTER TO 22" HDPE DR-11 PIPE(OR APPROVED EQUAL)18" - TAPPING VALVE0+001+0019+0020+0021+0022+0023+0024+00EX. LIGHT POLE& ELEC. HH BOXEX. 10" WATER MAINEX. 4" FORCE MAINEX. TYPE C BOXEX. GAS MARKEREX. FENCEEX. LIGHT POLE& ELEC. HH BOXEX. LIGHT POLE& ELEC. HH BOXEX. ALUMINUM PICKET FENCEEX. LIGHT POLE& ELEC. HH BOXEX. STORM MHEX. (2) 18" ADS PIPESEX. TRANSFORMER PAD (2)EX. 20" RAW WATER MAINEX. 20" RAW WATER MAINEX. 4" FORCE MAINEX. 10" WATER MAINEX. SIDEWALKEX. SIDEWALKVINLAND DRIVE22" HDPE DR-11RAW WATER MAINEX. ELEC. HH BOXCONCRETE FOUNDATION FORMETER & BACKFLOW ASSEMBLY(SEE DETAIL SHEET 09 OF 10)M.O.V. CONTROL PANEL ASSEMBLY±5' WIDTH(SEE DETAIL SHEET 09 OF 10)PULL BOXELECTRICAL SERVICE IN (2) - 2" PVC CONDUITSFOR SERVICE TO METER AND M.O.V. FROMEXISTING CITY OWNED SANITARY PUMP STATIONMATCHLINE STA 19+00.00
MATCHLINE STA 23+75.00Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664City of NaplesCONSTRUCTION PLANSPLAN & PROFILE1192010xxxxRECLAIMED WATER INTERCONNECT08(5)AGNOLIBARBER&BRUNDAG E ,I N C.N100% PERMIT PLANS16.D.1.bPacket Pg. 697Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
09Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664RECLAIMED WATER INTERCONNECTDETAILS 10CITY OF NAPLESCONSTRUCTIONCONSTRUCTION PLANS11920TYPICAL SCHEDULE 80PVC CONDUIT TO RTUOR CONTROL PANEL4'MINIMUM5/8" DIAMETER x 20'COPPERWELD GROUNDRODUNDISTURBED SOILSTAINLESS STEELU-STRUT CHANNELSUPPORT. INSTALLWITH STAINLESS STEELHARDWIRE LENGTH ASREQUIRED BYEQUIPMENT6' MINIMUMVARIESFINISH GRADE6" x 6" x 10' MINIMUMPRECAST CONCRETEPOSTCONCRETE3000 PSI#2 SOLIDTINNEDANTENNA TOWERPER CITY SPECSSERVICE ENTRANCERATED ENCLOSEDCIRCUIT BREAKERVALVE CONTROL PANELNEMA 3R SSSERVICE ENTRANCERATED ENCLOSEDBREAKERPROPOSED VALVECONTROL PANELMAIN SERVICESURGESUPPRESSOR(SEE CITY OFNAPLESAPPROVEDPRODUCT LIST)NEMA 3R SS SERVICEENTRANCE RATEDENCLOSED BREAKER8' MINIMUMFINISH GRADEPROPOSED VALVECONTROL PANELPIPING ASSEMBLYCOUNTERPOISESYSTEMPVC SLEEVE AROUNDCONDUIT FORPROTECTION (TYPICAL)PLAN VIEWSIDE VIEWBACK VIEWNTSMOTOR OPERATED VALVE CONTROL PANELELECTRIC SERVICEFROM EXISTINGSANITARY PUMPSTATIONELECTRICSERVICE FROMEXISTINGSANITARYPUMP STATIONPROVIDE CIRCUITRYFOR OPERATION OFTHE MOV ELECTRONICREADING OF THEFLOW METER, ANDINTEGRATION OF BOTHDEVICES INTO THECITY SCADA SYSTEM. AS PER CITY ORDINANCE 66-66H5) ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB, AND PROVIDE A 3' ACCESS OPENING.6) ALL ABOVE GROUND PIPING INCLUDING ASSEMBLY WILL BE PAINTED RUSTOLEUM WHITE OR 3) BACKFLOW UNITS REQUIRE INITIAL CERTIFICATION BY CITY OF NAPLES WATER DEPARTMENT (Backflow Division)4) CITY WILL MAINTAIN OWNERSHIP OF ALL ABOVE GROUND MATERIAL AND EQUIPMENT.VAL-MATIC AIR RELEASE WITH CORP. STOPDIRECTION OF FLOWUTILITY PLANMAIN SIZE PERRETAINERGLANDS(TYP.).M.J. 45 WITHFL 45-90 DEG. ELBOW OF 316 STAINLESS STEEL.2) SIX (6) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER, CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL.1) ALL ABOVE GROUND PIPES WILL BE FLANGED END D.I.P. CLASS 51, WITH NUTS & BOLTSNOTES:MAIN SIZE PERUTILITY PLANFL 45-90 DEG. ELBOWGLANDS ( TYP. )BOLLARDS (TYP.)7) PROVIDE LINE SIZE GATE VALVE AT HOT TAP TO CITY RAW WATER MAINMETER & BACKFLOW ASSEMBLYSCALE:N.T.S.3M MAGNETIC MARKER(OVER ALL UNDERGROUNDFITTINGS 18"-36"D)12" MIN. / 30" MAX. MEASUREDFROM LOWEST POINT OF ASSEMBLYTO FINISHED GRADEADJUSTABLE PIPESUPPORT STANDSAS REQUIRED ANCHOREDTO PADTAPPING SLEEVE& VALVECONC. FNDN. (TYP.)FULL LENGTH OF METER ASSEMBLY4' WIDE, 6" THICK REINFORCED6 X 6 10/10 WELDED WIRE MESH.BADGER RECORDALL MODEL 6200OR APPROVED EQUALCLOW BUTTERFLY VALVE & VALV-MATICELECTRIC MOTOR ACTUATOR OR APPROVED EQUALGATE VALVE60"SPOOL PIECE24"SPOOLPIECEZURN MODEL 350DADOUBLE CHECK DETECTOR ASSEMBLYOR APPROVED EQUALBOLLARDS (TYP.)MIN. ABOVE GROUND = 3' 0"MAX. ABOVE GROUND = 4' 6"MIN. BELOW GROUND = 3' 0"60"SPOOL PIECE24"SPOOLPIECENOTE: ALL COMPONENTS ARE 12"STAYFLOW MODEL YIF STRAINEROR APPROVED EQUAL100% PERMIT PLANS16.D.1.bPacket Pg. 698Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)
10Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664RECLAIMED WATER INTERCONNECTDETAILS 10CITY OF NAPLESEROSION CONTROLCONSTRUCTION PLANS11920SOD DROP INLET PROTECTIONSILT FENCE APPLICATIONSPROPER PLACEMENT OF A STRAW BALE BARRIERIN DRAINAGE WAY - BMP 1.05BALES BACKED BY TYPE 3 SILT FENCE - BMP 1.06PROTECTION AROUND INLETS OR SIMILAR STRUCTURESBMP 1.08GRAVEL CONSTRUCTION ENTRANCEBMP 1.01SEDIMENT FENCEBALES BACKED BY FENCEELEVATIONPLANBARRIERS FOR FILL SLOPESELEVATIONPLAN****1.CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SILT FENCE PLACEMENT TO AVOID RESIDENTIAL DRIVEWAYOBSTRUCTION.2.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY, APPROPRIATE EROSION CONTROL DEVICES SHALL BEINSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF SITE AREAS. THECONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICESSHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED.3.THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED: (REFERENCE FLORIDA DEVELOPMENT MANUAL,FDER, PPS 6-301 TO 6-500).A) BMP 1.01 - TEMPORARY GRAVEL CONSTRUCTION ENTRANCEB) BMP 1.05 - STRAW BALE BARRIERC) BMP 1.06 - SILT FENCED) BMP 1.08 - STORM INLET DRAIN PROTECTION4.THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF THE REQUIREMENTS FOR SOIL EROSION CONTROL PERLEE COUNTY LAND DEVELOPMENT CODE. THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLIANCEWITH REGULATORY AGENCIES AND SPECIFIC PERMIT CONDITIONS.5.PRIOR TO CONSTRUCTION, INSTALL EROSION CONTROL DEVICES ALONG CONSERVATION AREA BOUNDARIES. THESEDEVICES SHALL BE SILT SCREENS AND, IF NECESSARY, STAKED HAY BALES. THESE DEVICES WILL REMAIN IN PLACEUNTIL CONSTRUCTION IS COMPLETED AND THE ADJACENT CONSTRUCTION ZONES ARE STABILIZED. STABILIZE SIDESLOPES ADJACENT TO CONSERVATION AREA BY PLANTING WITH SOD OR SEED AND MULCH.6.CONTRACTOR IS RESPONSIBLE TO MOW / MAINTAIN AREAS THAT ARE USED FOR CONSTRUCTION ACTIVITIES.EROSION CONTROL GENERAL NOTES:NOTES:1.The fence shall be located a minimum of 1 foot outside the dripline of the tree to be saved and in no case closer than 5 feet tothe trunk of any tree.2.Fence posts shall be either standard steel posts or wood postswith a minumum cross sectional area of 3.0 sq. in.3.Fence to be 40" high TYPE III or TYPE IV Silt fence or any othermaterial as approved by the engineer/inspector.POST AND FENCE DETAIL - BMP 1.06N.T.S.SILT FENCINGGROUND SURFACE6' MAX.18"MIN.40" MIN.DRIP LINE12" MIN.PERSPECTIVE ELEVATION VIEWN.T.S.POSTPOSTPROTECTION AROUND EXISTING TREESSURFACE RUNOFFSURFACE RUNOFFDOUBLE ROW STAKED SILT FENCE3' (MIN.)WIRE REINFORCEDSTAKED & TRENCHEDSILT FENCESILT FENCESTAKE4"4"WIRE REINFORCEDSTAKED & TRENCHEDSILT FENCE6' O.C.2.EXCAVATE A 4"x4" TRENCHUPSLOPE ALONG THE LINE OFTHE STAKES.4.BACKFILL AND COMPACTTHE EXCAVATED SOIL.1.SET THE STAKES.3.STAPLE FILTER MATERIALTO STAKES AND EXTEND ITINTO THE TRENCH.ANCHOR BALES W/(2) 2"x4"STAKES PER BALE ALLAROUND CATCH BASINSTRAW BALESFILTER FABRIC TO BE PLACEDUNDER CATCH BASIN GRATETYPICAL SILT FENCE DETAILCATCH BASIN PROTECTION DETAILDETAILS ON THIS SHEET NOTTO SCALENOTE:INSURE PROPER INSTALLATION IFPRE-ASSEMBLED OR MECHANICALLYINSTALLED STAKES AND FILTER FABRICARE TO BE UTILIZED.100% PERMIT PLANS16.D.1.bPacket Pg. 699Attachment: Construction Plans locating proposed RWUE (6555 : Raw Water Utility Easement to City of Naples)