BCC Agenda 02/27/2024 Item #16A 4 (Relocation of the Olde Cypress ground sign two feet from property line as a result of the intersection improvements at LoganBlvd and Tree Line Drive)02/27/2024
EXECUTIVE SUMMARY
Recommendation to approve the relocation of the Olde Cypress ground sign two feet from the property line
as a result of the intersection improvements at Logan Blvd and Tree Line Drive in accordance with Permit
Application Number PRSG20231044670.
OBJECTIVE: That the Board of County Commissioners (“Board”) approve the ground sign and associated
features consistent with sign permit PRSG20231044670, for the entrance sign to the Olde Cypress community at
the corner of Logan Blvd and Tree Line Drive.
CONSIDERATIONS: On April 11, 2023, Agenda Item No. 16.A.15, the Board awarded a construction contract
to Thomas Marine Construction, Inc., for the operational and intersection improvements at Tree Line Drive and
Logan Blvd N. This project will improve roadway safety and operations of the intersection to include the
installation of a traffic circle.
As part of the project, Olde Cypress Master Property Owners Association, Inc., donated parcels 504FEE, 505FEE,
and 506FEE to the County for the proposed right-of-way. However, the Olde Cypress’ community ground sign is
located on these parcels between 505FEE and 506FEE, and otherwise conflicts with the project in its current
location. Therefore, the ground sign at the entrance of the Olde Cypress development must be relocated.
The Land Development Code (LDC) section 5.06.02.B.6.a requires that such signs be set back at least ten feet from
the property line. Relocating the sign with a ten-foot setback would create a hardship for Olde Cypress and the
County, as the construction plans would need to be changed (causing construction delays), landscape buffers
changed and/or removed, and the Olde Cypress clubhouse would lose at least one parking space.
The County’s current proposed construction plans show the new location of the sign to be approximately two feet
from the property line. LDC sections 9.03.07.C.2.a and C.3 contemplate nonconformities created or increased by
public acquisition, and allows “site related nonconformit[ies] or site related co ndition[s] resulting from the [right of
way] acquisition” to “be relocated the minimum distance necessary to address the public safety concern or the site
related condition shall be modified to a safe condition.”
Transportation Engineering has reviewed the proposed construction plans for the roadway improvements, to
include sight line clearance and safety considerations for the relocation of the sign.
FISCAL IMPACT: The County will realize revenues as follows:
Fund: Growth Management Fund 113
Agency: County Manager
Cost Center: 138900 - CDES - Admin
Revenue Generated by this Project: Total: $50
GROWTH MANAGEMENT IMPACT: There is no Growth Management Impact associated with this Executive
Summary.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality and requires a majority vote
for Board approval. -DDP
RECOMMENDATIONS: To approve the relocation of the Olde Cypress ground sign two feet from the property
line as a result of the intersection improvements at Logan Blvd and Tree Line Drive in accordance with Permit
Application Number PRSG20231044670.
Prepared by: Jaime Cook, Director, Development Review Division, Growth Management Department
16.A.4
Packet Pg. 175
02/27/2024
ATTACHMENT(S)
1. [Linked] Olde Cypress Construction Plans (PDF)
2. Olde Cypress Sign Rendering (PDF)
3. Olde Cypress Sign Location Aerial_FINAL (PDF)
16.A.4
Packet Pg. 176
02/27/2024
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.4
Doc ID: 28086
Item Summary: Recommendation for the Board of County Commissioners approve the issuance of a sign permit
within Collier County Right-of-Way for the purpose of the relocation of the Olde Cypress ground sign as a result of
the intersection improvements at Logan Blvd and Tree Line Drive in accordance with Permit Application Number
PRSG20231044670.
Meeting Date: 02/27/2024
Prepared by:
Title: Operations Analyst – Planning Commission
Name: Diane Lynch
02/15/2024 12:26 PM
Submitted by:
Title: Environmental Specialist –
Name: Jaime Cook
02/15/2024 12:26 PM
Approved By:
Review:
Growth Management Community Development Department Diane Lynch GMD Approver Completed
02/15/2024 12:27 PM
Transportation Management Services Department Diane Lynch Transportation Management Services
Department Skipped 02/15/2024 12:27 PM
Transportation Engineering Jay Ahmad TMSD Reviewer Completed 02/15/2024 3:02 PM
Development Review Brett Rosenblum GMCDD Reviewer Completed 02/16/2024 8:41 AM
Engineering & Natural Resources Jack McKenna GMCDD Reviewer Completed 02/16/2024 4:20 PM
Unknown Jaime Cook Division Director Completed 02/20/2024 8:27 AM
Growth Management Community Development Department Diane Lynch GMCDD Reviewer Skipped
02/20/2024 10:50 AM
Transportation Management Services Department Trinity Scott Transportation Completed
02/20/2024 12:21 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 02/20/2024 3:38 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 02/20/2024 3:43 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 02/20/2024 3:47 PM
Office of Management and Budget Laura Zautcke OMB Reviewer Completed 02/20/2024 3:55 PM
County Manager's Office Geoffrey Willig Level 4 County Manager Review Completed 02/21/2024 11:43 AM
Board of County Commissioners Geoffrey Willig Meeting Pending 02/27/2024 9:00 AM
16.A.4
Packet Pg. 177
16.A.4.b
Packet Pg. 178 Attachment: Olde Cypress Sign Rendering (28086 : Olde Cypress Sign)
Current sign location
Proposed sign location
16.A.4.c
Packet Pg. 179 Attachment: Olde Cypress Sign Location Aerial_FINAL (28086 : Olde Cypress Sign)
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1$&2//,(51$52$'12 &2817<),1$1&,$/352-(&7,''(6&5,37,21'$7('(6&5,37,21'$7(6+((712LM OOL OGINOGG OOL'$9,6%/9'68,7(1$3/(6)/75((/,1('5 /2*$1%/9'1257+2),002.$/((52$' TRAFFIC CONTROL PLAN FOR SITE WORKGENERAL NOTES:1.MAINTAIN ACCESS TO ALL EXISTING DRIVEWAYS,EXCEPT AS OTHERWISE DEPICTED ON THE PLANS.2. STREET SPEED ALONG LOGAN BLVD OF 35 MPH ISTO BE MAINTAINED.3. PERFORM OPERATIONS IN ACCORDANCE WITHINDEX 102-600,102-601, 102-602,102-613 AND 102-615AS APPLICABLE.4. PERFORM OPERATIONS IN ACCORDANCE WITHINDEX 102-600 FOR MILLING AND ASPHALTINSTALLATION.5. NO ROAD/LANE CLOSURES WILL BE PERMITTEDBETWEEN THE HOURS OF 7:00 - 9:00 A.M. ANDBETWEEN 3:30 P.M. AND 6:30 P.M.6. PHASE 1,2 AND 3 MAY RUN CONCURRENTLY.7. ADVANCED WARNING SIGNS SHALL BE PLACED INACCORDANCE WITH APPLICABLE INDEXES.PHASE 1 - SHOULDER WORK AND ROADWAYWIDENING FOR THE WEST SIDE OF LOGAN BLVDAND TREELINE DR:1. WORK TO BE ACCOMPLISHED:a. STANDARD CLEARING AND GRUBBING TO THERIGHT OF WAY ALONG THE WEST SIDE OF THEROADWAY FOR ROUNDABOUT WIDENING.b. ROADWAY WIDENING AND SIDEWALKRECONFIGURATION (SEE ROADWAY PLANS)2. TRAFFIC CONTROL PLAN:a. PERFORM OPERATIONS IN ACCORDANCE WITHINDEXES 102-600, 102-601 AND 102-602.PHASE 2 -SHOULDER WORK AND ROADWAYWIDENING ON THE NORTH EAST CORNER OF LOGANBLVD AND TREELINE DR:1. WORK TO BE ACCOMPLISHED:a. STANDARD CLEARING AND GRUBBING TO THERIGHT OF WAY ALONG THE NORTHEASTCORNER OF LOGAN BLVD AND TREELINE FORROADWAY WIDENING.b. ROADWAY WIDENING AND SIDEWALKRELOCATION (SEE ROADWAY PLANS)c. RELOCATION MONUMENT SIGN (SEE ROADWAYPLANS)2. TRAFFIC CONTROL PLAN:a. PERFORM OPERATIONS IN ACCORDANCE WITHINDEXES 102-600, 102-601 AND 102-602.PHASE 3 - SHOULDER WORK AND ROADWAYWIDENING ON THE SOUTH EAST CORNER OF LOGANBLVD AND TREELINE DR:1. WORK TO BE ACCOMPLISHED:a. STANDARD CLEARING AND GRUBBING TO THERIGHT OF WAY ALONG THE NORTHEASTCORNER OF LOGAN BLVD AND TREELINE FORROADWAY WIDENING.b. ROADWAY WIDENING AND SIDEWALKRELOCATION (SEE ROADWAY PLANS)2. TRAFFIC CONTROL PLAN:A.PERFORM OPERATIONS IN ACCORDANCE WITHINDEX 102-600,102-601, 102-602,102-613 AND102-615 AS APPLICABLE.FOLLOWINGSPECIFICATIONS FOR WORK WITHIN THETRAVEL WAY. B. INSTALL "UNEVEN LANES" SIGNS PER INDEX102-600, AS APPLICABLE.PHASE 4 - MILLING AND ASPHALT CONSTRUCTIONON THE INTERSECTION OF LOGAN BLVD ANDTREELINE DR:1. WORK TO BE ACCOMPLISHED:a. MILL AND ASPHALT EXISTING INTERSECTION(SEE ROADWAY PLANS)b. CONSTRUCTION OF ASPHALT PAVEMENT FORTHE NORTH BOUND, SOUTH BOUND ANDPROPOSED RIGHT TURN LANES AS SHOWN ONTHE ROADWAY PLANS.2. TRAFFIC CONTROL PLAN:a. PERFORM OPERATIONS IN ACCORDANCE WITHINDEXES 102-600, 102-602,102-603,102-614 AND102-615 FOLLOWING SPECIFICATIONS FORWORK WITHIN THE TRAVEL WAY.b. INSTALL "UNEVEN LANES" SIGNS PER INDEX102-600, AS APPLICABLE.PHASES 5A & 5B - ROUNDABOUT SPLITTER ISLANDSAND CENTRAL ISLAND:1. WORK TO BE ACCOMPLISHED:a. CONSTRUCT SPLITTER ISLANDS ANDROUNDABOUT CENTRAL ISLAND.b. LANDSCAPE CENTER ISLAND.2. TRAFFIC CONTROL PLAN:A. PERFORM OPERATIONS IN ACCORDANCE WITHINDEX 102-600 FOLLOWING SPECIFICATIONSFOR WORK WITHIN THE TRAVEL WAY.PHASE 6 - SIGNING AND MARKING :1. WORK TO BE ACCOMPLISHED:a. FINAL SIGNING AND MARKING PER PLANS.2. TRAFFIC CONTROL PLAN:A. PERFORM OPERATIONS IN ACCORDANCE WITHINDEX 102-600 FOLLOWING SPECIFICATIONSFOR WORK WITHIN THE TRAVEL WAY.PHASE 7 - LIGHT POLE INSTALLATION :1. WORK TO BE ACCOMPLISHED:a. INSTALL LIGHT POLES, CONDUIT PER LIGHTINGPLANS.2. TRAFFIC CONTROL PLAN:PERFORM OPERATIONS IN ACCORDANCE WITHINDEXES 102-600, 102-601 AND 102-602 AS APPLICABLE.75((/,1(%/9' /2*$1%/9'7(0325$5<75$)),&&21752/3/$16'$9,'$'5$712/3( 7&6&(57,),&$7(2)$87+25,=$7,2112 ,668()2568%0,77$/'$7(
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ROADWORKAHEAD/2*$1%/9'/2*$1%/9',002.$/((52$'75((/,1('56<0%2/67<3(,,%$55,&$'(63$&('3(5)'2767$1'$5'3/$1675$)),&6,*1',5(&7,212)75$)),& )25*5$3+,&$/385326(21/< 6,7(:25.$5($
)HHW'$9,'$'5$712/3( 7&6&(57,),&$7(2)$87+25,=$7,2112 ,668()2568%0,77$/'$7(
&2//,(51$52$'12 &2817<),1$1&,$/352-(&7,''(6&5,37,21'$7('(6&5,37,21'$7(6+((71267250:$7(532//87,213/$1'$9,6%/9'68,7(1$3/(6)/1$75((/,1('5 /2*$1%/9'1257+2),002.$/((52$'THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLANCONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS ROAD AND BRIDGECONSTRUCTION, THE DESIGN STANDARDS, AND OTHER SHEETS OF THESECONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS (CALLEDTHE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE COMPLETESTORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS: THISNARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THECONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY SPECIFICATIONSECTION 104, AND REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.1.0 SITE DESCRIPTION:1.A. NATURE OF CONSTRUCTION ACTIVITY:1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLPROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTIONACTIVITIES. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJORACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSED ADIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT CONTROLLING EROSIONAND TRAPPING SEDIMENT AND IS APPROVED BY THE ENGINEER.FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTERCLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUTBEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVEPERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.1.2.1.C AREA ESTIMATES:TOTAL SITE AREA: 1.46 ACRES.TOTAL AREA TO BE DISTURBED: 1.46 ACRES.1.D. RUNOFF DATA:RUNOFF COEFFICIENTS:BEFORE: 0.69DURING: VARIES FROM 0.66 TO 0.69AFTER: 0.66OUTFALL INFORMATION:THERE ARE 3 OUTFALLS.#1STATION - ±28+10LOCATION: LATITUDE 26° 16' 41" N, LONGITUDE, 81° 43' 17" WEST. DRAINAGE AREA SIZE: 0.68 ACRES.#2STATION - ±24+00LOCATION: LATITUDE 26° 16' 31" N, LONGITUDE, 80° 43' 14" WEST. DRAINAGE AREA SIZE: 0.28 ACRES.#3STATION - ±19+50LOCATION: LATITUDE 26° 16' 30" N, LONGITUDE, 81° 43' 15" WEST. DRAINAGE AREA SIZE: 0.50 ACRES.RECEIVING WATER NAME: OLD CYPRESS DEVELOPMENT WATERSHED #1DESCRIPTION: EXISTING DRAINAGE STRUCTURE OUT FALLING TO OLDCYPRESS DEVELOPMENT WATERSHED #1DESCRIPTION: EXISTING DRAINAGE STRUCTURE OUT FALLING TO OLDCYPRESS DEVELOPMENT WATERSHED #1RECEIVING WATER NAME: OLD CYPRESS DEVELOPMENT WATERSHED #1DESCRIPTION: EXISTING DRAINAGE STRUCTURE OUT FALLING TO OLDCYPRESS DEVELOPMENT WATERSHED #1RECEIVING WATER NAME: OLD CYPRESS DEVELOPMENT WATERSHED #1SOILS DATA: SOIL BORINGS WERE NOT TAKEN FOR THE SUBJECT IMPROVEMENTSSINCE THESE ARE ROUNDABOUTS REPLACING EXISTING INTERSECTIONS.CLEARING AND GRUBBING, EARTHWORK, AND STORM DRAIN CONSTRUCTION.EARTHWORK ASSOCIATED WITH THE CONSTRUCTION OF ROUNDABOUTS ,CURB, SUBGRADE, BASE AND PAVEMENT.THE PROJECT INVOLVES THE CONSTRUCTION OF A ROUNDABOUT TO REPLACETHE EXISTING INTERSECTION OF LOGAN BOULEVARD AT TREELINE DRIVE.'$9,'$'5$712/3( 7&6&(57,),&$7(2)$87+25,=$7,2112 ,668()2568%0,77$/'$7(
&2//,(51$52$'12 &2817<),1$1&,$/352-(&7,''(6&5,37,21'$7('(6&5,37,21'$7(6+((71267250:$7(532//87,213/$1'$9,6%/9'68,7(1$3/(6)/1$75((/,1('5 /2*$1%/9'1257+2),002.$/((52$'1.E SITE MAP:THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THELOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THESHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ONTHE KEY SHEET OF THESE CONSTRUCTION PLANS.*AREAS NOT TO BE DISTURBED: AREAS THAT ARE OUTSIDE THE PROPOSEDIMPROVEMENTS ARE SHOWN ON THE PLANS TO REMAIN AS EXISTING.1.F RECEIVING WATERS:2.0 CONTROLS:2.A EROSION AND SEDIMENTIN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLDESCRIBE THE PROPOSED STABILIZATION AND STRUCTURAL PRACTICESBASED ON THE CONTRACTOR'S PROPOSED TEMPORARY TRAFFIC CONTROL(TTC) PLAN.FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTERCLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLSBUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE.REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARESTABILIZED.2.A.1 STABILIZATION PRACTICES:IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLDESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROLEROSION. THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURESAS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS AFTERCONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.THE STABILIZATION PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING,UNLESS OTHERWISE APPROVED BY THE ENGINEER.TEMPORARY:*ARTIFICIAL COVERINGS IN ACCORDANCE WITH SPECIFICATION SECTION104.*TURF AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104.PERMANENT:*ASPHALT OR CONCRETE SURFACE.*SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.2.A.2 STRUCTURAL PRACTICES:IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLDESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAPSEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTSFROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE INPLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THESTRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING,UNLESS OTHERWISE APPROVED BY THE ENGINEER:TEMPORARY:*INLET PROTECTION IN ACCORDANCE WITH FDEP EROSION AND SEDIMENTCONTROL DESIGNER AND REVIEWER MANUAL, AND SPECIAL DETAILSSHOWN IN THE TTC PLAN.PERMANENT:*SOD2.B STORMWATER MANAGEMENT:THERE ARE NO PROPOSED STORMWATER MANAGEMENT STRUCTURESINCLUDED WITH THIS PROJECT.2.C OTHER CONTROLS:2.C.1 WASTE DISPOSAL:IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLDESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OFSOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THEUNITED STATES. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THEFOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:*PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECTDURING CONSTRUCTION ACTIVITIES.*DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERSACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THEMANUFACTURER.2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLDESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLETRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSEDMETHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISEAPPROVED BY THE ENGINEER:*COVERING LOADED HAUL TRUCKS WITH TARPAULINS.*REMOVING EXCESS DIRT FROM ROADS DAILY.*STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO THE FDEPEROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL.*USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCHAS EXCAVATION AND MILLING OPERATIONS.2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARYSEWER, OR SEPTIC TANK REGULATIONS.IN THE SPECIFICATION SECTION 104, EROSION CONTROL PLAN, THECONTRACTOR SHALL DESCRIBE THE PROPOSED PROCEDURES TO COMPLYWITH APPLICABLE STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL,AND SANITARY SEWER OR SEPTIC SYSTEMS.2.C.4 FERTILIZERS AND PESTICIDES:2.C.5 TOXIC SUBSTANCES:2.D APPROVED STATE AND LOCAL PLANS AND PERMITS:3.0 MAINTENANCE:IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALLPROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENTCONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALLAT MINIMUM, COMPLY WITH THE FOLLOWING:*SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'SRECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE AMOUNTSOR AREAS.4.0 INSPECTIONS:QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEASTONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE ENDOF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THECONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORDTHE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED,INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THECONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THEFIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTIONPLAN.*PONTS OF DISCHARGE TO THE EXISTING DRAINAGE STRUCTURES.*DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLYSTABILIZED.*AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TOPRECIPITATION.*LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OFINSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.5.0 NON-STORWATER DISCHARGES:*SILT FENCE: MAINTAIN PER SPECIFICATION SECTION 104. THE CONTRACTOR SHOULDANTICIPATE REPLACING SILT FENCE ON 12 MONTH INTERVALS.IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A LISTOF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLANADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OFTHESE SUBSTANCES.IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THEPROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES. THE PROPOSED PROCEDURESSHALL COMPLY WITH APPLICABLE SUBSECTIONS OF SECTION 982 OF THE SPECIFICATIONS.IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICESARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGINGPOLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BYTHE ENGINEER.IN THE SPECIFICATION SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALLIDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIREFIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TOPREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTORENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER, CONTACT DAVE LETTERMAN,DISTRICT HAZARDOUS MATERIALS COORDINATOR AT (305) 63B-R549.*DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTIONMATERIALS OFF THE PROJECT SITE BUT NOT IN SURFACE WATERS, OR WETLANDS.*DRAINAGE PATTERNS: THE DRAINAGE BASIN DIVIDES AND FLOW DIRECTIONS ARE SHOWN ONTHE DRAINAGE MAP. THE ARROWS WITHIN THE RIGHT-OF-WAY AND FOR THE PROPERTIESABUTTING THE RIGHT-OF-WAY REPRESENT THE FLOW DIRECTION. ARROWS ALONG THEEXISTING OUTFALL PIPES REPRESENT THE FLOW TO EACH CANAL FROM EACH BASIN.SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND RECEIVING WATERNAMES. THERE ARE NO WETLAND AREAS ON THE PROJECT SITE.*LOCATIONS OF TEMPORARY CONTROLS: THESE ARE SHOWN ON THEGRADING AND DRAINAGE PLANS.*AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED AREINDICATED ON THE PLAN-PROFILE SHEETS . ANY AREAS WHEREPERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE ORBELOW GROUND WILL BE DISTURBED.*APPROXIMATE SLOPES: THE SLOPES OF THE SITE ARE SIMULAR TOTHE EXISTING SLOPES SINCE ELEVATIONS ARE OT CHANGINGSIGNIFICANTLY.'$9,'$'5$712/3( 7&6&(57,),&$7(2)$87+25,=$7,2112 ,668()2568%0,77$/'$7(