The URL can be used to link to this page

Submittal 2 - Architectural Plans - PreparedWOODSPRING SUITES(NAPLES WEST)PART OF SECTION 11, TOWNSHIP 50S, RANGE 25E,COLLIER COUNTY, FLORIDAPREPARED FOR/OWNED BY:GOLD COAST PREMIER PROPERTIES VII, LLC 16155 SW 117th AVENUE, UNIT B2MIAMI, FL 33177(786) 701-3584FEB.,2017160067.00.00MICHAEL C. PAPPAS, P.E. STATE OF FLORIDA LICENSE NO. 60910RWA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB-0007663DATE:PROJECT No:ENGINEER'S SEALSTAMPSREVISIONSNo.DATEAPPROVEDREVISION04/26/17REVISED PER FDOT COMMENT LETTER DATED 4/4/17MCP1PROJECT LOCATIONPROJECT SITEPROJECTSITEPROJECTLOCATIONLEGAL DESCRIPTIONPROPERTY IDENTIFICATIONBUILDING INFORMATIONSITE DEVELOPMENT PLANS FORJuly 11, 2017 2:39 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\01 1600670000C CS01.dwgPROPERTY ZONING INFOFOLIO NUMBER:(PARCEL A) 26880240006(PARCEL B) 76211040003(PARCEL C) 76211000001C-4 GTMUD-MXD6610 Willow Park Drive, Suite 200Naples, Florida 34109 (239) 597-0575FAX: (239) 597-0578www.consult-rwa.comTAMIAMI TRAIL EPINE ST TAMIAMI TRAIL EBAYSHORE DR SHEET INDEXSHEETNUMBERSHEET DESCRIPTION1COVER SHEET2GENERAL NOTES3EXISTING CONDITIONS WITH AERIAL & TOPO4MASTER SITE & SIGNING AND STRIPING PLAN5MASTER GRADING, DRAINAGE, & UTILITY PLAN6TYPICAL SECTIONS7PAVING, GRADING, & DRAINAGE DETAILS8PAVING, GRADING, & DRAINAGE DETAILS9STANDARD UTILITY DETAILS10EROSION CONTROL PLANELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM NAVD88. CONVERSION FROMNAVD88 TO NGVD29: NAVD88 +1.28'=NGVD29.BUILDING CONSTRUCTION TYPE PER FLORIDA BUILDING CODETOTAL SQUARE FOOTAGEARCHITECTURAL BUILDING HEIGHT (FROM F.F.E.)(TO TOP OF ROAD)ACTUAL BUILDING HEIGHTZONED BUILDING HEIGHTAIR CONDITIONED/NON-AIR CONDITIONEDSPRINKLERED (OR NON-SPRINKLERED)INFORMATION PREPARED BY:TYPE III-B 49,587 41'-7" 49'-4" 44'-2" 46,503 AC 49,587 SBEHAR - FONT & PARTNERS P.A.AIRPORT PULLING RD (AS TAKEN FROM TITLE COMMITMENT)PARCEL A:LOTS 35, 36, 37 AND 38, BLOCK 5, W. H. SURRENCY'S SUBDIVISION,ACCORDING TO THE PLAT THEREOF ON FILE AND RECORDED IN PLATBOOK 1, PAGE 28, OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA; ALSO THAT PORTION OF A 10-FOOT VACATED ALLEY LOCATEDIN BLOCK 5 OF THE ABOVE-DESCRIBED SUBDIVISION ADJACENT TO ANDABUTTING UPON LOTS 35, 36, 37 AND 38; AND A PORTION OF LOT 39 OFNAPLES GROVE AND TRUCK COMPANY'S LITTLE FARMS NO. 2,ACCORDING TO A PLAT THEREOF RECORDED IN PLAT BOOK 1 AT PAGE27,SPECIFICALLY DESCRIBED AS FOLLOWS:BEGINNING AT THE INTERSECTION OF THE WEST LINE OF THE SAID LOT39 WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 41(TAMIAMI TRAIL), RUN SOUTH ON THE SAID WEST LINE FOR 145 FEET;THENCE EAST AT RIGHT ANGLES FOR 2.0 FEET; THENCE NORTH,PARALLEL WITH THE SAID WEST LINE FOR 143.43 FEET TO THEAFORESAID RIGHT-OF-WAY LINE; THENCE NORTHWESTERLY ON THESAID RIGHT-OF-WAY LINE FOR 2.54 FEET TO THE POINT OF BEGINNING.PARCEL B:LOTS 33 AND 34, BLOCK 5, W. H. SURRENCY'S SUBDIVISION ACCORDINGTO THE PLAT THEREOF ON FILE AND RECORDED IN PLAT BOOK 1, PAGE28 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; ALSO THESOUTHERLY 5 FEET OF THAT 10-FOOT VACATED ALLEY ABUTTING SAIDLOTS 33 AND 34.PARCEL C:A PARCEL OF LAND LYING IN AND BEING PART OF LOT 39, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2, ACCORDING TO THEPLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 27, OF THE PUBLICRECORDS OF COLLIER COUNTY, FLORIDA, MORE PARTICULARLYDESCRIBED AS FOLLOWS:COMMENCING AT THE INTERSECTION OF THE WEST LINE OF THE SAIDLOT 39, WITH THE SOUTHERLY RIGHT-OFWAY LINE OF U.S. HIGHWAY 41(TAMIAMI TRAIL); THENCE RUN SOUTH 51°52'10" EAST, ALONG THESOUTHERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 41, A DISTANCE OF2.54 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBEDPARCEL; THENCE CONTINUE SOUTH 51°52'10" EAST, ALONG THESOUTHERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 41, A DISTANCE OF351.47 FEET TO THE EAST LINE OF SAID LOT 39; THENCE SOUTH 0°03'10"WEST, ALONG THE EAST LINE OF LOT 39, A DISTANCE OF 211.02 FEET;THENCE NORTH 90°00'00" WEST, A DISTANCE OF 278.27 FEET TO THEWEST LINE OF SAID LOT 39; THENCE NORTH 0°00'00" EAST, ALONG THEWEST LINE OF LOT 39, A DISTANCE OF 284.66 FEET; THENCE NORTH90°00'00" EAST, A DISTANCE OF 2.00 FEET; THENCE NORTH 0°00'00"EAST, PARALLEL WITH THE WEST LINE OF SAID LOT 39, A DISTANCE OF143.43 FEET TO THE POINT OF BEGINNING.FIRE FLOW TESTJACKSON AVEPINELAND STDATE OF TEST: 1/6/2017LOCATION: 2540 TAMIAMI TRAIL ERESULTSSTATIC PRESSURE:64RESIDUAL PRESSURE:52TOTAL FLOW:698 GPMFLOW @ 20 PSI RESIDUAL:1,407 GPMFDOT INFORMATIONSECTION: 03010000 - S.R. 90MILEPOST: 13.577-13.640FDOT PERMIT: NO. 2017-A-192-0006 (ACCESS)FDOT PERMIT: NO. 2017-D-192-0004 (DRAINAGE)104/28/17REVISED PER SDP COMMENT LETTER DATED 4/10/17MCP22222205/31/17MCP3REVISED PER FDOT COMMENT LETTER DATED 5/31/17 & SDPCOMMENT LETTER DATED 5/31/1706/30/17REVISED PER CITY OF NAPLES COMMENTSMCP407/11/17REVISED PER COUNTY COMMENT LETTER DATED 07/10/17MCP5Date:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 HORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.March 15, 2017 10:04 AM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\02 1600670000C GN01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 210160067.00.00FEB.,2017N/AN/A1150S25EMCPDLPN/AN/A02 1600670000C GN0160910MICHAEL C. PAPPAS, P.E.GENERAL NOTESLIST OF STANDARD ABBREVIATIONSTERMABBREVIATIONTERMABBREVIATIONACCESS EASEMENTAFDINVERTINVAIR RELEASE VALVEARVLAKE MAINTENANCE EASEMENTLMEAMERICAN WITH DISABILITIES ACTADALANDSCAPE BUFFER EASEMENTLBEBACK OF CURBBOCLEE COUNTY ELECTRIC COOPERATIVELCECBACKFLOW PREVENTORBFPLEFTLTBASE LINEBLLINEAL FEETLFBLOW-OFF VALVEBOVMANHOLEMHCABLE TVCATVMECHANICAL JOINTMJCENTER LINECLNATIONAL GEODETIC VERITICAL DATUMNGVDCLEAN OUTCONORTH AMERICAN VERTICAL DATUMNAVDCONTROL STRUCTURECSOUTSIDE DIAMETERODCORRUGATED ALUMINUM PIPECAPPOINT OF CURVATUREPCCORRUGATED METAL PIPECMPPOINT OF TANGENCYPTCITY UTILITY EASEMENTCUEPOINT OF VERTICAL INTERSECTIONPVIDEPARTMENT OF TRANSPORTATIONDOTPOLYVINYL CHLORIDEPVCDIAMETERDIAPOST INDICATOR VALVEPIVDIMENSION RATIODRPROPERTY LINEPLDRAINAGE EASEMENTDEPUBLIC UTILITY EASEMENTPUEDUCTILE IRON PIPEDIPPUMP STATIONPSEDGE OF PAVEMENTEOPRADIUS(X')RELEVATIONELEVREFLECTIVE PAVEMENT MARKERRPMELLIPTICAL REINFORCED CONCRETE PIPEERCPREINFORCED CONCRETE PIPERCPFIBER REINFORCED CONCRETE PIPEFRCPRIGHTRTFIRE DEPARTMENT CONNECTIONFDCRIGHT OF WAYROWFIRE HYDRANT ASSEMBLYFHSANITARY SEWERSSFLORIDA DEPARTMENT OF TRANSPORTATIONFDOTSTATIONSTAFLORIDA POWER & LIGHTFPLSTORM STRUCTURESTRFLOW LINEFLTEMPORARYTEMPHIGH DENSITY POLYETHYLENEHDPETYPICALTYPINSIDE DIAMETERIDAUTOMATIC FLUSHING DEVICEAECECONTROL ELEVATIONTEMPORARY BLOW-OFF ASSEMBLYTBOTEMPORARY SAMPLE POINTTSPPERMANENT SAMPLE POINTPSPFIRE CONTROL DISTRICTFCDTEMPORARY BACKFLOWTBFGATE VALVEGVPLUG VALVEPVUTILITIES PROVIDING SERVICESERVICE AREA NAMECONTACTADDRESSPHONEUTILITY TYPECOLLIER COUNTY PUBLIC UTILITIESCORRINE TRTAN3339 TAMIAMI TRAIL EAST, SUITE 303NAPLES, FL 34112239-252-4233SEWERCITY OF NAPLES UTILITIESBOB MIDDLETON380 RIVERSIDE CIRCLENAPLES, FL 34102239-213-4745WATERCOMCASTWILLIAM STANTON12641 CORPORATE LAKES DRIVENAPLES, FL 33913239-432-1861CATVFPL - COLLIERTRACY STERN2900 CATHERINE STREETPALATKA, FL 32177800-868-9554ELECTRICCENTURYLINKJIGS SLIANG3530 KRAFT ROAD, UNIT 100NAPLES, FL 34105239-263-6234PHONE & FIBER OPTICGREATER NAPLES FIRE DISTRCTKINGMAN D. SCHUDLT4798 DAVIS BLVDNAPLES, FL 34104239-774-7111FIRE DEPARTMENTDEMOLITION NOTES:1.CONTRACTOR SHALL REMOVE EXISTING STRUCTURES, BUILDINGS, PILES, AND OTHER FEATURES WITHIN THE LIMITS OF THEPROJECT BOUNDARY. THIS SHALL INCLUDE CONCRETE PADS, FENCING UTILITY SERVICES, ETC....2.ALL ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AT THEEXPENSE OF THE CONTRACTOR, INCLUDING ALL DUMPING FEES, UNLESS OTHERWISE NOTED. ALL ITEMS SHALL BEREMOVED TO A DEPTH OF 2' BELOW EXISTING GRADE, OR 2' BELOW THE INVERT OF ANY PROPOSED UTILITIES. EXISTINGUTILITIES SERVICING BUILDINGS TO BE REMOVED SHALL BE PLUGGED BELOW EXISTING GRADE AND BROUGHT TO THEATTENTION OF OWNER'S REPRESENTATIVE AND THE ENGINEER IMMEDIATELY.3.EXISTING ASPHALT PAVEMENT TO BE REMOVED SHALL BE REMOVED TO A MINIMUM OF THE BOTTOM OF THE PROPOSEDLIMEROCK IN PAVED AREAS AND TO 12" BELOW FINISHED GRADE IN UNPAVED AREAS. EXISTING LIMEROCK THAT HAS BEENREMOVED MAY BE USED TO STABILIZED THE SUBGRADE OF THE PROPOSED PAVEMENT AREAS IF IT MEETS THEREQUIREMENTS AS NOTED IN THE ENGINEER'S TECHNICAL SPECIFICATIONS.4.THIS PLAN IS NOT INTENDED TO BE ALL INCLUSIVE OF EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTORSHALL BE RESPONSIBLE TO VERIFY THE SCOPE OF WORK IN REGARDS TO MODIFICATIONS OF THE SITE TO ACCOMMODATEPROPOSED IMPROVEMENTS. THIS PLAN DOES NOT ADDRESS EXISTING UNDERGROUND UTILITIES/FACILITIES WHICH MAYBE ENCOUNTERED DURING DEMOLITION OR IMPROVEMENTS. CONTRACTOR SHALL PROTECT AND/OR REPLACE THOSEEXISTING UTILITIES REQUIRED TO ACCOMMODATE THIS PROJECT. OTHER UNDERGROUND UTILITIES TO BE REMOVED ORABANDONED SHALL BE DISCARDED, DISENGAGED OR REMOVED IN A MANNER CONSISTENT WITH INDUSTRY SAFETYSTANDARDS, AS REQUIRED BY OWNER'S REPRESENTATIVE.5.ALL ASPHALT PAVEMENT TO BE REMOVED SHALL BE MECHANICALLY SAW-CUT IN ORDER TO ENSURE CLEAN, STRAIGHTEDGES. CONTRACTOR SHALL COORDINATE THE LIMITS OF THE ASPHALT REMOVAL WITH THIS DEMOLITION PLAN.6.CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXISTING FACILITIES WITH THE OWNER'S REPRESENTATIVE WITHREGARDS TO WHEN THE INDIVIDUAL ITEMS ARE TO BE REMOVED.7.CONTRACTOR SHALL PROVIDE A SAFE, OPERABLE SITE FOR EMPLOYEES AND PUBLIC FOR THE CONSTRUCTION ANDFUNCTIONS THAT WILL CONTINUE TO OCCUR DURING THE CONSTRUCTION ACTIVITIES.WATER, IRRIGATION AND SEWER NOTES:1.ALL ONSITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER.2.ALL SEWER CONSTRUCTION SHALL CONFORM TO COLLIER COUNTY STANDARDS AND SPECIFICATIONS. ALL WATER CONSTRUCTION SHALLCONFORM TO CITY OF NAPLES STANDARDS AND SPECIFICATIONS.3.ALL EXISTING UNDERGROUND UTILITIES ARE BASED ON AVAILABLE RECORD INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TOLOCATE APPROPRIATE EXISTING UTILITIES AND REPORT DISCREPANCIES TO ENGINEER IMMEDIATELY.4.INSTALLATION OF SUBSURFACE CONSTRUCTION, TO INCLUDE, WATER AND IRRIGATION LINES, SEWER LINES, PUBLIC UTILITIES AND STORMDRAINAGE IS REQUIRED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION.5.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION, INCLUDINGIRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALL DAMAGED LINES PRIOR TO REPAIR. ALL NECESSARYREPAIRS SHALL BE PERFORMED IMMEDIATELY UPON DAMAGE OF LINE, AT THE CONTRACTOR'S EXPENSE.6.THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND UTILITY COMPANY PRIOR TO THE FOLLOWING TOALLOW FOR INSPECTIONS REQUIRED BY ORDINANCE 2004-31 SECTION 9.4.2.26.A.COMMENCEMENT6.B.CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT.6.C.POTABLE, IRRIGATION, WASTEWATER AND GENERAL SYSTEMS6.C.A.HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND WASTEWATER SYSTEMS GREATER THAN 4". *6.C.B.MASTER METER AND BYPASS PIPING.6.C.C.JACK & BORE CASINGS. *6.C.D.PRESSURE TESTS. *6.C.E.INFILTRATION/EXFILTRATION TESTS. *6.C.F.LIFT STATION INSTALLATION, PRIOR TO COVER-UP AND START-UP. *6.C.G.LIFT STATION START-UP. *6.C.H.LAMPING OF SEWER LINES. *6.C.I.PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS, AND NON-POTABLE IRRIGATIONLINES. * NOTE: FULL BORE FLUSHING AND PIGGING OF POTABLE WATER LINES NEED ONLY WATER DEPARTMENT INSPECTION.6.C.J.TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARANTY PERIOD ("IN-OFFICEREVIEW").6.C.K.CONFLICT CONSTRUCTION. *6.C.L.CONNECTIONS TO EXISTING POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTE WATER SYSTEMS. *6.C.M.8" DIAMETER OR LARGER CASING INSTALLATIONS. *6.C.N.OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENTAPPROVAL.6.C.O.CLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER CHLORINATION (NEEDS WATER DEPARTMENT INSPECTIONONLY). *6.C.P.INSTALLATION OF TEMPORARY METERS/BACKFLOWS. *6.C.Q.BACTERIOLOGICAL SAMPLING (NEEDS WATER INSPECTION ONLY). *6.C.R.HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20" OR GREATER, AND CONNECTIONS TO EXISTINGPOTABLE SYSTEMS GREATER THAN 12" NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND THE COLLIER COUNTY. *6.C.S.FIRE FLOW TESTING.6.C.T.A COLLIER COUNTY INSPECTOR OR OTHER QUALIFIED EMPLOYEE MUST BE PRESENT AT THE INSPECTIONS NOTED WITH "*"ABOVE.7.FITTINGS SHALL BE USED TO MAINTAIN PLAN ALIGNMENT OF POTABLE WATER MAINS AND FORCE MAINS. DEVIATION FROM PLANALIGNMENT SHALL NOT BE MORE THAN 12" FROM PLAN CENTERLINE OF MAIN. CONTRACTOR SHALL PREPARE RECORD DRAWING OF ALLFITTINGS NOT SHOWN ON THIS PLAN.8.MINIMUM COVER FOR ALL WATER MAINS AND FORCE MAINS SHALL BE MEASURED FROM FINISHED GRADES, MINIMUM DEPTH OF 30"MAXIMUM DEPTH OF 48". IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE MINIMUM COVER, REGARDLESS OF EXISTING GRADE.PERIODIC CHECKS FOR MINIMUM COVER WILL BE MADE BY THE COLLIER COUNTY AND ENGINEER.9.CONTRACTOR SHALL CONSTRUCT ALL WATER AND SEWER APPURTENANCES INCLUDING METER BOXES, BLOW-OFFS, VALVE BOXES, AIRRELEASE VALVES, FIRE HYDRANTS, ETC. TO FINISHED GRADE. CONTRACTOR SHALL COORDINATE DURING THE CONSTRUCTION STAKEOUTAND PRIOR TO CONSTRUCTION OF SAID APPURTENANCES WITH OWNER AND ENGINEER REGARDING FINISHED GRADE. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO ENSURE CONSTRUCTION OF SAID APPURTENANCES TO FINISHED GRADE.10.ALL POTABLE WATER MAINS SHALL BE SEPARATED FROM SANITARY SEWER BY A MINIMUM HORIZONTAL DISTANCE OF TEN FEETMEASURED EDGE TO EDGE AND A VERTICAL DISTANCE OF 18" MEASURED BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OFTHE LOWER PIPE. WHERE MINIMUM SEPARATION CANNOT BE MAINTAINED, SEE CROSSOVER DETAIL REQUIREMENTS.11.POTABLE WATER MAINS UNDER PAVEMENT SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWA C-900, CLASS 200, DR 14, OR CLASS 51DUCTILE IRON PIPE. ALL OTHER POTABLE WATER MAINS SHALL BE AWWA C-900, CLASS 150, DR 18 PVC, COLOR CODED "BLUE".12.ALL GRAVITY SANITARY SEWER MAINS AND LATERALS SHALL BE ASTM D-3034, SDR 26, COLOR CODED "GREEN" UNLESS NOTEDOTHERWISE.13.REFER TO PLAT AND/OR BOUNDARY SURVEY FOR EASEMENTS OF RECORD.14.MINIMUM 18" SEPARATION SHALL BE PROVIDED BETWEEN WATER, SEWER, AND CONDUITS FOR ANY OTHER UTILITY.15.CONTRACTOR SHALL BE RESPONSIBLE FOR BOIL WATER NOTICES AND BACTERIOLOGICAL SAMPLING FOR ANY EXISTING WATER MAINSTHAT ARE POTENTIALLY CONTAMINATED DURING CONSTRUCTION.16.FIRE HYDRANTS SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE LOCAL FIRE DISTRICT.17.ALL WATER METERS SHALL BE SIZED BY CITY OF NAPLES PUBLIC UTILITIES.18.WATER METERS 2" AND LARGER TO BE INSTALLED BY CONTRACTOR, WATER METERS SMALLER THAN 2" TO BE INSTALLED BY CITY OFNAPLES.19.CONTRACTOR WILL INSTALL WATER SERVICE LINES & METER BOX.20.ALL FIRE HYDRANTS REFERENCED IN THIS PLAN SET INCLUDE HYDRANT AND HYDRANT VALVE.21.FIRE HYDRANTS AND WATER SERVICES MAY BE USED FOR TEMPORARY SAMPLE POINTS (TSP) AS SHOWN ON THE PLANS.22.FOR CONNECTIONS TO EXISTING MANHOLES, ALL EXISTING MANHOLES SHALL BE SUPPORTED AS NECESSARY TO PREVENT ANY CRACKINGTO EXISTING MANHOLE OR PIPE CONNECTIONS.23.ALL WATER SERVICE LINES SHALL BE POLYTUBE, ASTM D-3034, SDR 26, COLOR CODED "BLUE" WITH 24" MINIMUM COVER UNLESS NOTEDOTHERWISE ON PLANS.24.ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO "NSF" STANDARD 61.25.NO LANDSCAPING WILL BE ALLOWED WITHIN 3' OF THE WATER METER OR BACK-FLOW.26.CONTRACTOR SHALL INSTALL 4" 3M ELECTRONIC BALL MARKERS, OR APPROVED EQUAL, TWENTY-FOUR INCHES (24") BELOW FINAL GRADE,ABOVE PIPE, AT ALL BENDS OR CHANGES IN ALIGNMENT AND EVERY TWO HUNDRED FIFTY FEET (250') ALONG THE PIPE BETWEEN BENDS. INADDITION FOR DIP AND PVC PIPE (OTHER THAN GRAVITY SEWER PIPE AND LATERALS, 3-INCH DETECTABLE MARKING TAPE, ORAPPROPRIATE COLOR AND WIDTH APPROPRIATE WARNING STATEMENT SHALL BE PLACED ALONG THE ENTIRE PIPE LENGTH, TWO FEET (2')BELOW GRADE OR ONE-HALF THE PIPE'S BURY, WHICHEVER IS LESS, DURING BACKFILL OPERATIONS.)27.ALL BENDS SHALL BE MECHANICAL JOINTS WITH RETAINER GLANDS.28.ALL STORM SEWER, NON-POTABLE IRRIGATION MAINS AND WASTEWATER TRANSMISSION SYSTEM CONFLICTS WITH WATER SYSTEMS ORPORTION(S) THEREOF THAT MUST BE CROSSED SHALL BE PERFORMED USING AWWA C900 CLASS 200 OR C905 CLASS 235 PVC WITHDUCTILE IRON FITTINGS.29.THE CONTRACTOR SHALL CALL SUNSHINE ONE (811) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.30.ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF ABOVEGROUNDIMPROVEMENTS PERMITTED WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE GRANTOR, ITS SUCCESSOR OR ASSIGNS.GENERAL NOTES:1.ALL ONSITE INFRASTRUCTURE SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER.2.ALL CONSTRUCTION SHOWN ON THESE DRAWINGS SHALL CONFORM TO THE COLLIER COUNTY STANDARDS ANDSPECIFICATIONS AND THE CONTRACT TECHNICAL SPECIFICATIONS.3.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANYDEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY.4.CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATIONSFROM THE PLANS AND/OR SPECIFICATIONS.5.MAINTENANCE OF SITE DRAINAGE FACILITIES IS THE RESPONSIBILITY OF THE WOODSPRING SUITES (NAPLES WEST)PROPERTY OWNERS ASSOCIATION.6.THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTSWHICH ARE INCONSISTENT WITH EASEMENTS OF RECORD.7.TRASH COLLECTION WILL BE HANDLED VIA DUMPSTER PICK-UP.8.ALL ELEVATIONS REFERENCED WITHIN THIS PLAN SET ARE NORTH AMERICAN VERTICAL DATUM OF 1988, UNLESSOTHERWISE STATED. CONVERSION TO THE VERTICAL DATUM NGVD 29 IS +1.28.9.THE SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE AE, ELEVATION 7.0 NAVD, AS SHOWN ON THE NATIONALFLOOD INSURANCE PROGRAM'S DIGITAL FLOOD INSURANCE RATE MAP (D.F.I.R.M) MAP NUMBER 12021C0394H EFFECTIVEDATE: 5/16/12. THE MINIMUM HABITABLE FINISH FLOOR, 1' ABOVE THE FEMA BASE FLOOD ELEVATION, SHALL BE SET AT8.0' NAVD.10.REFER TO PLAT AND/OR BOUNDARY SURVEY FOR EASEMENTS OF RECORD.11.FOR ALL FDOT TYPE "C", "D" AND "E" INLETS, REFERENCE FDOT INDEX NO. 232.12.ALL ROADS WITHIN WOODSPRING SUITES (NAPLES WEST)ARE CONSIDERED PRIVATE.13.ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OFEXOTICS IN PERPETUITY.15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TOEXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT ORCONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCHUNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD, AND BEST AVAILABLE RECORDDRAWING INFORMATION. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY ORCOMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND, THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FORREVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES BEFOREAND DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETORESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACTPRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48HOURS PRIOR TO BEGINNING CONSTRUCTION.16.CONTRACTOR SHALL REMOVE ALL MUCK AND OTHER UNSUITABLE MATERIAL FROM FILL AREAS PRIOR TO PLACEMENTOF FILL. ALL MUCK AND UNSUITABLE MATERIAL SHALL BE STOCKPILED AS DETERMINED BY OWNER.17.ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OFABOVEGROUND IMPROVEMENTS PERMITTED WITHIN A COUNTY UTILITY EASEMENT (CUE) SHALL BE THE SOLERESPONSIBILITY OF THE GRANTOR, ITS SUCCESSORS OR ASSIGNS.PAVEMENT MARKING AND SIGNING NOTES:1.ALL PAVEMENT MARKINGS AND SIGNING SHALL BE IN ACCORDANCE WITH THE CURRENT COUNTY REQUIREMENTS,F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, F.D.O.T. ROADWAY AND TRAFFIC DESIGNSTANDARDS, AND MUTCD.2.PAVEMENT MARKINGS SHALL MATCH EXISTING AT THE LIMITS OF CONSTRUCTION.3.ANY EXISTING MARKINGS OR SIGNS WHICH CONFLICT WITH THOSE SHOWN ON THESE PLANS SHALL BE REMOVED.4.ALL PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT WITH GLASS BEADS IN ACCORDANCEWITH F.D.O.T. STANDARD SPECIFICATION SECTION 710, UNLESS OTHERWISE NOTED. PARKING STALL STRIPES SHALL BEPERMANENT REFLECTIVE TRAFFIC PAINT ONLY.5.STREET NAME SIGNS SHALL BE INSTALLED PER COUNTY REQUIREMENTS.6.BLUE RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED AT FIRE HYDRANTS IN ACCORDANCE WITH THE LOCALFIRE DISTRICT.7.INSTALL 12" WIDE CROSSWALK STRIPES AT ALL SIDEWALK CROSSINGS.8.PAVEMENT MARKINGS LOCATED WITHIN PAVER BRICK AREAS MAY BE CONSTRUCTED WITH A CONTRASTING COLOR OFBRICKS OR CONCRETE IN LIEU OF PAINT.FIRE PROTECTION NOTES:1.A SEPARATE PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY FIRE LINE.2.INSTALLATION OF ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH THE 2002 EDITION OF NFPA 24.3.PRIOR TO THE ACCUMULATION OF COMBUSTIBLE BUILDING MATERIALS ON SITE, PROPOSED FIRE HYDRANTS MUST BE OPERABLEWITH THE REQUIRED FIRE FLOWS (TEMPORARY BACK FLOW PREVENTERS MUST BE USED, GAP CONFIGURATIONS UNACCEPTABLE )AND IMPROVED, STABILIZED EMERGENCY APPARATUS ACCESS WAYS (MIN. 20' WIDE) MUST BE AVAILABLE TO WITHIN 100' OF THESTRUCTURES.4.UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE VUNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.021, 633.521 AND 633.539 F.S.5. PVC PIPE FOR FIRE LINES SHALL CONFORM TO THE REQUIREMENTS OF AWWA C-900, DR14 (CLASS 305), UNLESS OTHERWISESHOWN ON PLANS.6.ALL FIRE HYDRANTS, FDC'S AND PIV'S SHALL BE VISIBLE AND ACCESSIBLE. THEY SHALL NOT BE OBSTRUCTED VISUALLY ORFUNCTIONALLY BY TREES OR LANDSCAPING.7.REF: APPROVED SDP PLANS FOR FINAL UTILITY LAYOUT, NOTES, AND DETAILS.8.FIRE HYDRANTS SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE FIRE DISTRACT.SIDEWALK EASEMENTSEDate:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 S-XS-XS-XS-XS-XS-XS-XS-XS-XS-XS-XF-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-XF-XF-XF-XF-XF-XF-XF-XF-XF-XF-XW-XW-XW-XW-XW-XW-XW-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XD- X D-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD - X D - X D - X D- X D-XD-XS-XS-XS-XS-XS-XS-XS-XS-X S-X S-X S-X S-X S-X S-X S-X S-XD-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D - X D - X D - X D - X D-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD - X D - X W-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XPROPERTY LINEPROPERTY LINEEX. LIGHT POLE(TO BE RELCOCATED)REMOVE EX. 'F' CURB, SIDEWALK,AND CONCRETE APRONPREVIOUS WATER METERU.S. 41TAMIAMI TRAIL EPINE STR.PARCEL APARCEL BPARCEL CPELTON AVE.REMOVE EX. CLEANOUTAND 6 LF SS PIPESIDEWALK TO BE REMOVEDPAVEMENT TO BE REMOVEDFOR PIPE INSTALLATIONPAVEMENT TO BE REMOVEDFOR PIPE INSTALLATIONPAVEMENT TO BE REMOVEDFOR PIPE INSTALLATIONSIDEWALK TO BE REMOVEDSIDEWALK TO BE REMOVEDHORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.July 11, 2017 2:40 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\03 1600670000C EX01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 310160067.00.00FEB.,20171" = 40'1" = 80'1150S25EMCPDLPN/AN/A03 1600670000C EX0160910MICHAEL C. PAPPAS, P.E.EXISTING CONDITIONS AND DEMO WITH AERIALFeet04080PROPERTY BOUNDARY3.12 ACTOTAL AREA TO BE DEVELOPED3.12 ACAERIAL DATE: JAN 2016ALL ELEVATIONS REFERENCE NAVD 1988CONVERSION FROM NGVD 1929 IS -1.28'1 2 . 9 EXISTING TOPOAREA TO BE DEVELOPED1.PRIOR TO COMMENCEMENT OF CONSTRUCTION, ALL EXISTING NATIVEVEGETATION NOT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE FLAGGEDTO BE PRESERVED. THE CONTRACTOR SHALL INSTALL ENVIROFENCE (OREQUAL) BEYOND THE DRIPLINES OF THE RETAINED VEGETATION AND ALONGTHE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED & MAINTAINEDTHROUGH THE DURATION OF THE CONSTRUCTION ACTIVITIES.2.ALL EXOTIC VEGETATION AS DEFINED BY COUNTY SHALL BE REMOVED FROMTHE SITE PRIOR TO PRELIMINARY ACCEPTANCE. THE PROPERTY OWNER SHALLBE RESPONSIBLE FOR THE SUBSEQUENT ANNUAL REMOVAL OF ALL EXOTICVEGETATION, IN PERPETUITY.3.EXISTING NATIVE VEGETATION LOCATED WITHIN THE DEVELOPABLE AREA ANDNOT CLEARED AS PART OF THIS PERMIT SHALL BE PROTECTED WITHBARRICADES. BARRICADES WILL REMAIN IN PLACE UNTIL COMPLETION OFCONSTRUCTION.NOTES:LEGENDREFERENCE SURVEY DATE "PER SURVEYBY RWA PERFORMED ON 12/8/16"2REVISED PER SDP COMMENT LETTER DATED 4/10/1704/28/17DLPMCP25REVISED PER COUNTY COMMENT LETTER DATED 07/10/1707/11/17DLPMCPDate:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 W-X W-X W-X W-X W-X W-X W-X W-X W-X PROPERTY LINEU.S. 41 (S.R. 90)TAMIAMI TRAIL E.(PUBLIC ROW)PINE STREET(PUBLIC ROW)71087710101039866713.3'x27.6' DUMPSTER ENCLOSUREON CONCRETE PAD12:1 RAMP MAX. PERFDOT INDEX 304 (TYP.)12'5'1 8 ' ( T Y P . )9' (TYP.)18' 2 4 '3 10'x20' LOADINGSPACESBIKE RACK(7 SPACES)5' TYPE 'A'BUFFER (TYP.)10' TYPE 'A'BUFFER (TYP.)TYPE 'D'CURB (TYP.)4 0 . 7 '84'101.3'7 9 . 1 'DRY DETENTIONAREA2 4 'HOTELCOVERED OVERHANGVACANT(ZONING: GTMUD- MXD, C-4)40'10' TYPE 'D'BUFFER (TYP.)10' TYPE 'D'BUFFER (TYP.)10' TYPE 'A'BUFFER (TYP.)5' TYPE 'A'BUFFER (TYP.)1 0 ' T Y P E ' D ' B U F F E R ( T Y P . )GULF GATE PLAZA(ZONING: GTMUD -MXD, C-4)24" STOP BARSTOP SIGN12"x10'x2'WHITE STRIPESH/C SIGN (TYP.)5' SIDEWALK (TYP.)EX. PARKINGADA MAT (TYP.)8' SE5' SE10COVERED OVERHANG2 0 ' 2 4 ' 8. 9 4 ' 1 0 '925'R25'R25'R3'R24" STOP BARAND STOP SIGNPELTON AVE (PUBLIC ROW)35'R35'R25'R6" CHAINLINKFENCE (TYP.)EX. 6' SIDEWALK1 2 0 ' ± R O W 18'24'18'15' CUELIGHT POLE (TYP.)25'R3 'R5 'R3'R5'R5'R3 'R DRY DETENTIONAREADRY DETENTIONAREADRY DETENTIONAREA5' SIDEWALK (TYP.)2COMMERCIAL(ZONING: GTMUD -MXD, C-4)2COMMERCIAL(ZONING: RMF - 6- GTMUD - R)RESIDENTIAL(ZONING: MH)2COMMERCIAL(ZONING: GTMUD -MXD, C-4)224' WHITE ALUMINUMPICKET FENCE4' WHITE ALUMINUMPICKET FENCECURB RAMP(SEE DETAIL ON PG.7)TYPE 'F'CURB (TYP.)5' SIDEWALK (TYP.)5% MAX4' WHITE ALUMINUMPICKET FENCE12:1 RAMP PAX12:1 RAMPMAX5% MAX SLOPEHORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.July 11, 2017 2:42 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\04 1600670000C MS01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 410160067.00.00FEB.,20171" = 30'1" = 60'1150S25EMCPDLPN/AN/A04 1600670000C MS0160910MICHAEL C. PAPPAS, P.E.MASTER SITE & SIGNING AND STRIPING PLANFeet030602REVISED PER SDP COMMENT LETTER DATED 4/10/1704/28/173REVISED PER FDOT COMMENT LETTER DATED 5/31/17 & SDP COMMENT LETTER DATED 5/31/1705/31/17DLPMCPDLPMCPLEGENDPROPOSED PAVED AREASPARKING COUNTPROPOSED CONCRETE OR PAVER SIDEWALKLAND USE TABLETYPEAREA (ACRES)PERCENTAGETOTAL BUILDING AREA0.319.94%TOTAL PAVEMENT AREA1.2339.42%DRY DETENTION AREA0.6721.47%TOTAL OPEN SPACE/PERVIOUS0.9129.17%TOTAL3.12100.0PROJECT SUMMARYDESCRIPTIONREQUIREDPROVIDEDMINIMUM FRONT SETBACK(TAMIAMI TRAIL)6.5' MIN.79.1' ±MINIMUM FRONT SETBACK(GROUPER DRIVE)6.5' MIN.40.7'MINIMUM SIDE SETBACK(ALONG EAST PROPERTY LINE)10' MIN.101.3' ±MINIMUM SIDE SETBACK(ALONG WEST PROPERTY LINE)10' MIN.84.0' ±BUILDING HEIGHT (ACTUAL)50' MAX.49'-4"BUILDING HEIGHT (ZONED)50' MAX.44'-2"BUILDING HEIGHT (FROM F.F.E.)56' MAX.41'-7"USE INFORMATION - ZONINGUSEAREA (S.F.)ROOMS/UNITSHOTEL49,587 S.F.123PARKING SUMMARYTYPE OF USEINTENSITYRATIOSPACES REQUIREDSPACES PROVIDEDHOTEL123 ROOMS1 PER GUEST ROOM123127HANDICAPPED PARKING1/25 REGULAR (INCLUSIVE)55LOADING ZONE3 (20,000 S.F. BUT NOT OVER 50,000 S.F.)33BICYCLE PARKING5% OF REQUIREMENTS FOR MOTOR VEHICLES7710NOTE:AN FDOT PERMIT IS REQUIREDFOR WORK WITHIN THE PUBLICROAD ROW ON U.S. 41NOTE:A COLLIER COUNTY "PERMIT TO PERFORM WORKAND/OR MAINTENANCE IN PUBLIC RIGHT-OF-WAY"IS REQUIRED FOR WORK WITHIN THE PUBLIC ROADROW ON PINE STREET AND GROUPER DRIVE.NOTE:A COLLIER COUNTY "PERMIT TO PERFORM WORKAND/OR MAINTENANCE IN PUBLIC RIGHT-OF-WAY"IS REQUIRED FOR WORK WITHIN THE PUBLIC ROADROW ON PINE STREET AND GROUPER DRIVE.2FAR CALCULATIONS:3.12 ACRES (135,907 S.F.) LOT AREA x 0.6 FAR =81,544 S.F. (MAX FLOOR AREA ALLOWED)PROPOSED = 49,587 S.F.22223333333335REVISED PER COUNTY COMMENT LETTER DATED 07/10/1707/11/17DLPMCPDate:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 W-XS-XS-XS-XS-XS-XS-XF-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-XF-XF-XF-XF-XF-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-XWWWWWWWWWW W-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XWWWWWWWWD - X D - X D-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD - X D - X D - X D - X D- X D-XD-XS-XS-XS-XS-XS-XS-XS-XS-XS-XS-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D - X D - XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XW - X W-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XW-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XFFFFFFFF F F F F F FFFFFFFFFFFFFFFFFFFFFF F FFFFFFFFFSSSSSF F W-XW-XW-XW-XW-XW-XWWPROPERTY LINEU.S. 41 (S.R. 90)TAMIAMI TRAIL E.PINE STREET 3.053.013.103.553.734.645.265.505.475.515.524.333.163.162.802.913.213.263.193.223.273.443.413.53 2.963.213.193.193.163.353.463.503.713.653.573.583.573. 0 3.13.493. 5 6 3.623.623.863.753.443.553.413.263.263.783.533.423.664.195.135.375.525.785.745.765.875.985. 8 45.855.605.675.615.695.695.685.515.365.055.124. 9 3 4.394.214.784.184. 5 0 4.534.263.653.182.403.604.174.384.544.365.705.825. 8 45.685.645.505.345.125.115.145.255.255.244. 9 8 5.285.325.374.543.944.444.424.004.124.414.604.634.214. 3 0 4.804.913.994.174.284.475.044.984. 5 7 5.254.704.625.134.584.564.44.44.23.994.424.484 . 3 3.62.82. 2 1.81.83.663. 2 3 4.835.294.594.624.584.724.764.744.684.535.015.275.265.395. 2 75.185.044.924.815.245.085.195.415. 4 05.335.555.615.435.555.004.975.275.355.385.495.455.465.455.395. 3 25.245.325.185.375.415. 4 6 5.495.395.564. 8 84.885.815.445. 0 4 5.215.694.73.44.04.12.34.94.84.64 . 0 4.13.74.64.34.54. 02.72.74.04.04.03. 4 4. 44.12.12. 43.04.14.24.23.63. 9 4. 8 3.14. 6 3 . 9 3.82.73. 4 4.64. 5 4. 0 4.14.85.13. 8 3. 3 4. 8 4. 83.13.02.75.01.62. 1 2.12.03.74.34. 4 3.33 . 04.74.63.13 . 7 5.25. 02.73.14.63.13. 6 4.54.64.72.93.23.34.73.93.34.22. 9 3.84. 4 3. 94.74 . 9 3.14.24.53.55.35.63. 5 5.35.73.33.63.12.93.23. 0 2.93. 0 2. 9 2.82.82. 9 2. 9 3.03.23.63. 4 3.23.63.03. 43.03. 33.44.14. 1 3. 5 8.08.76.75.84.88.38.14.014.003.913.914.023.964.044.053.983. 8 73.805.345.265. 2 6 3.43.7DRY DETENTIONAREAHOTEL FFE = 8.05' SIDEWALK (TYP.)℄ SWALE5.105.105.107.107.107.407.007.006.605.805.107.306.606.00EX. MHEX. MHEX. MHEX. 8" PVC SSEX. 6" PVC FMEX. MHCLEANOUTINV.=-0.17STR. #415" MESINV. E = 2.50STR. #315" MESINV. W = 2.50STR. #715" MESINV. NE = 2.50STR. #615" MESINV. SW = 2.50STR. #515" MESINV. E = 1.50STR. #CS-1MH TOP ELEV. = 5.50INV. NW = 1.00INV. SE = 1.00INV. NE = 0.80STR. #215" MESINV. NW = 1.5058 LF 15" RCP@ 0.00% SLOPE76 LF 15" RCP@ 0.00% SLOPE185 LF 15" RCP@ 0.27% SLOPE223 LF 15" RCP@ 0.22% SLOPE8 LF 18" RCP@ 1.50% SLOPE8" H D P E 6" H D P E 8" HDPE6" HDPE6" HDPE6" HDPE8" HDPE6" HDPE8" H D P E12" HDPE8" HDPE6" HDPE6" HDPE8" H D P E 8" HDPE6" HDPE6" HDPE8" SS BUILDINGCONNECTIONINV=4.5CLEANOUTINV.=3.0UNDERGROUND LP GAS TANK(DESIGN AND SIZE BY OTHERS)4" PVC WM3" POTABLE MASTER METERASSEMBLY. METER SUPPLIED BYCITY, CONTRACTOR TO INSTALL3" GV8" GV8" COMPACT FIRESYSTEM DETECTORCHECK ASSEMBLYFHPIV, 8" CHECKVALVE, & FDC5.805.706.207.107.106.607.357.306.506.006.505.305.105.105.106.505.505.105.105.105.10DOWNSPOUTCONNECTION (TYP.)CLEANOUTINV.=3.96" SEWER LATERALRELOCATED LIGHT POLEADA DETECTABLEWARNING MAT (TYP.)ADA RAMP PER INDEX CR-G3' DRIVEWAY GUTTERPER INDEX 300EX. 18" RCPCONNECT TO EX.HEADWALL PER INDEX 280EX. STORM MANHOLE8"x3" CROSS34" IRRG. METER INSTALLEDAND SUPPLIED BY CITY8" DR-14 FIRE LINE(30" COVER TYP.)15'x15' CUE6.106.306.60STR. #812" MESINV. NW = 2.50STR. #108" MESINV. NE = 2.50STR. #98" MESINV. SE = 2.50PROPOSED. CONCRETE SIDEWALK28 LF 8" DR-14POINT OF CONNECTIONBERM2. 5 02.502.502.50 EX. 18" RCPEX. 30" RCPEX. 18" EXFILTRATION PIPEEX. STORM MANHOLEEX. 36" RCPEX. 8" PVC SS0+001+00EX. INLETGRATE ELEV. = 2.70'N. INV. = 1.50'S. INV. = 1.50'4.504. 5 0 4.504.50 DRY DETENTIONAREADRY DETENTIONAREADRY DETENTIONAREA2' CURB TRANSITION3"PLUG3.506.906.00FH W/GVPROPOSED PAVEMENTRESTORATION PER DETAIL G-2BFH W/GV14 LF 15" RCP@ 0.00% SLOPESTR. #5AJUNCTION BOXRIM ELEV. = 5.50INV. W = 1.50INV. SE = 1.505.755.105.3022222222222WM & FM UNDERSTORM MAINTAINMIN. 6" VERTICALSEPARATION28"x6" ECCENTRIC REDUCER22(2) 8" 45° BENDS4" 45° BEND(3) 8" 45°BENDS8" 45°BEND8" 90° BEND8" TEE8" 90° BEND8" 22.5° BEND8" TEE(2) 8" 45° BENDS(2) 4" 45° BENDS3" 90° BEND8" 45° BEND(2) 8" 22.5°BENDS5.656.456.455.956.306.456.956.505.655.457.006.956.404"x3" REDUCER3" DIP WM6.50 6.505.50 5.50 FLOW LINEJACKSON AVEALLEY5% MAX5% MAX7.507.59FIRE UNDER SEWER.MAINTAIN MIN. 6"VERTICAL SEPARATION12:1 RAMP MAX12:1 RAMP MAXS-XS-XS-XS-XS-XF-XF-XF-XF-XF-XF-XW-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-XWWWWWWWWWWWW W W-X W-X W-X W-X W-X W-XW-XW-XW-XW-XW-XWWWWS-X S-X S-X S-X S-X S-X S-X S-XD-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-XD-XD-XW-XW-XW-XW-XW-XW-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XD-XFFFFFFW-XW-XW-XW-XW-XW-XW-XW-XW-XWWPINE STREET3.163.162.802.913.213.263.193.223.273.443.413.534.385.525.555.475.275.185.155.445.255.205.395.535.705.695.615.505.445.435.445.464.043.964.683.954.114.554.244.124.712.82.92.21.81.83.2 3.02.93.02.92.82.82.92.93.03.23.6 EX. MH8" CROSSEX. 6" CAST IRON WM(TO BE ABANDONED BY CITY)EX. 12" x 6" REDUCER8"x3" CROSS28 LF 8" DR-140+001+00EX. INLETGRATE ELEV. = 2.70'N. INV. = 1.50'S. INV. = 1.50'PROPOSED PAVEMENTRESTORATION PER DETAIL G-2B212" x 8" HOT-TAP AND SLEEVE8" 90° BEND8" 45.0° BENDUSE OF GAP CONFIGURATION ORTBF AT THE OPTION OF THE FCDJACKSON AVEALLEY268 LF 8" C-900 DR-14 PVCRESTRAIN ALL JOINTS8"x4" TEE & GV(CITY TO CONNECT TO 4" WM)DEFLECT WM UNDER EX. 4" CASTIRON (6" MIN. SEPARATION)5' SIDEWALK (TYP.)(3) 8" GVPROPOSED PAVEMENTRESTORATION PER DETAIL G-2BPROPOSED PAVEMENTRESTORATION PER DETAIL G-2BEX. 6" WMREMOVE EX. VEGETATIONNECESSARY FOR WATERMAIN INSTALLATIONCITY TO CONNECTTO EX. MAINDEFLECT WM UNDER EX. 6" CASTIRON WM (6" MIN. SEPARATION)SEE PROFILE BELOWUTILITY CONFLICTSPROPOSED PAVEMENTRESTORATION PER DETAIL G-2BMATCHLINE - STA: 0+00 MATCHLINE - STA: 1+00-6-4-2024-6-4-20240+001+008" DR-14EX. STORM PIPE18" MIN8" CROSS8" GV8"x3" TEE8" GVEX. 8" PVC SS8" PVC WM8" GVHORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.July 11, 2017 2:43 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\05 1600670000C MD01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 510160067.00.00FEB.,20171" = 30'1" = 60'1150S25EMCPDLPN/AN/A05 1600670000C MD0160910MICHAEL C. PAPPAS, P.E.MASTER GRADING, DRAINAGE, & UTILITY PLANFeet030601DLPMCPREVISED PER FDOT COMMENT LETTER DATED 4/4/1704/26/172REVISED PER SDP COMMENT LETTER DATED 4/10/1704/28/173REVISED PER FDOT COMMENT LETTER DATED 5/31/17 & SDP COMMENT LETTER DATED 5/31/1705/31/174REVISED PER CITY OF NAPLES COMMENTS06/30/175REVISED PER COUNTY COMMENT LETTER DATED 07/10/1707/11/17DLPMCPDLPMCPDLPMCPDLPMCPWATER MANAGEMENTSUMMARYDESCRIPTIONELEVATIONCONTROL ELEVATION1.5010 YEAR 24 HOUR PEAK STAGE3.86MIN. PROPOSED PARKING3.9025 YEAR 3 DAY PEAK STAGE*5.16MIN. PROPOSED ROAD CROWN5.20100 YEAR 3 DAY PEAK STAGE6.07MIN. PROPOSED FINISHED FLOOR*(PER FEMA)8.0* FEMA BASE FLOOD ELEVATION = 7.00AAAACCBBIIFFFFHH E E D D GGJJNOTE:A COLLIER COUNTY "PERMIT TO PERFORM WORKAND/OR MAINTENANCE IN PUBLIC RIGHT-OF-WAY"IS REQUIRED FOR WORK WITHIN THE PUBLIC ROADROW ON PINE STREET AND GROUPER DRIVE.NOTE:A COLLIER COUNTY "PERMIT TO PERFORM WORKAND/OR MAINTENANCE IN PUBLIC RIGHT-OF-WAY"IS REQUIRED FOR WORK WITHIN THE PUBLIC ROADROW ON PINE STREET AND GROUPER DRIVE.1111112222222222222222222AA3333333NOTE:1.CITY OF NAPLES UTILITIES TO PAY FOR VALVE & TEE ATALLEY, AND 2 VALVES & CROSS AT JACKSON AVE.2.CITY OF NAPLES UTILITIES TO MAKE CONNECTIONSAFTER MAIN HAS BEEN TESTED AND CLEARED FOR USE.3.CITY TO ABANDON EXISTING 6" MAIN.43SEE LEFT VIEWFOR DETAILS334444444444444Date:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 PLN.T.S.SECTION A-A5' PLANTINGAREA6'5' LBE5.55.52.54.0±4:14:112'DRY DETENTIONAREAN.T.S.SECTION B-BPL5' LBE4.0±CL SWALE5.1±25.4'8'±6.4'±5.310'N.T.S.SECTION C-C5.310'PL5' PLANTINGAREA6'10' LBE5.54:15.3±2.3' ±4.0±CE = 1.5CE = 1.5CE = 1.55' PLANTINGAREA6'5.54:15.55.54.52.54:112'DRY DETENTIONAREA4.54.54:13.5CHAINLINK FENCECHAINLINK FENCECHAINLINK FENCEW-XEX. 6' SIDEWALK2'U.S. 41N.T.S.SECTION D-DN.T.S.SECTION E-E6.04:1 MAX4'2.4'±EX. 6' SIDEWALKROW10' LBE4.9±-5.2±4.9±-5.2±N.T.S.SECTION F-F5.03:16'5' LBEPL3.0±N.T.S.SECTION G-G5.35.33:1VARIES2'-10'7'5' LBEPL3.0±5'U.S. 41CE = 1.5CE = 1.5CE = 1.5CE = 1.54:1±10:1ROW5.3VARIES 5.3-6.6VARIES 6.0-7.110' LBE5' PLANTINGAREA5'2.4'5' PLANTINGAREA6.52.54:114'DRY DETENTIONAREA4.55' PLANTINGAREA5.52.54:112'DRY DETENTIONAREA4.5FDOT100 YR - 72 HOURSTORM ELEV. = 5.453:110:16'FDOT100 YR - 72 HOURSTORM ELEV. = 5.45VARIES 14' 24'5.810:1CHAINLINK FENCECHAINLINK FENCEN.T.S.SECTION H-H6'10' LBE5.54:14.0±5' SIDEWALKPL2.9-3.23.9±7'-10'PINE STREET3:1N.T.S.SECTION I-I6'10' LBE5.54:14.0±5' SIDEWALKPL3.4-3.72.8±2.5'-6'GROUPER STREET3'N.T.S.SECTION J-J5.14:12.510'PVMTCE = 1.5CE = 1.5CE = 1.5DRY DETENTIONAREA5' PLANTINGAREA5.52.54:112'DRY DETENTIONAREA4.55' PLANTINGAREA5.52.54:112'DRY DETENTIONAREA4.54.53:1 MAXCHAINLINK FENCECHAINLINK FENCEROWS.R. 90 PVMT5.753' VALLEYGUTTER5' CONCRETEN.T.S.SECTION K-K1.5" ASPHALTIC CONCRETE (TYPE S-III)8" LIMEROCK BASE (LBR-100)12" STABILIZED SUBGRADE (LBR-40)6" THICK CONCRETE PER SPEC 520 AND 522SUB-BASE PER SPEC 522-42% MAX2.4'4.296.0% ±4.192%±50'2% MAXHORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.May 31, 2017 4:50 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\06 1600670000C TS01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 610160067.00.00FEB.,2017N/AN/A1150S25EMCPDLPN/AN/A06 1600670000C TS0160910MICHAEL C. PAPPAS, P.E.TYPICAL SECTIONS1DLPMCPREVISED PER FDOT COMMENT LETTER DATED 4/4/1704/26/172REVISED PER SDP COMMENT LETTER DATED 4/10/1704/28/17DLPMCPTYPICAL SECTIONS INDEXN.T.S.CCBBAAAAIIJJFF HHFFE E D D GGJJ1111122222K KA ADate:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 HORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.May 5, 2017 9:52 AM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\07 1600670000C PGD01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 710160067.00.00FEB.,2017N/AN/A1150S25EMCPDLPN/AN/A07 1600670000C PGD0160910MICHAEL C. PAPPAS, P.E.PAVING, GRADING, & DRAINAGE DETAILS #12REVISED PER SDP COMMENT LETTER DATED 4/10/1704/28/17DLPMCPN.T.S.TYPICAL PARKING SPACE12' HANDICAPPED SPACE9' STANDARD SPACE2"2'5'18' (TYPICAL)60.00°2"3-6" WHITECHEVRONS EQUALLYSPACED PER AISLE6" WHITE STRIPEPRECAST CONCRETEWHEEL STOPFTP-21-04 & 22-04HANDICAPPED SIGN (F.D.O.T.INDEX No. 17346) WITHADDITIONAL 6"H x 12"W SIGNSTATING "$250.00 FINE"6" WHITE STRIPEHANDICAPPEDSYMBOL6" BLUE STRIPE6" BLUE STRIPE SHALLMATCH SHADE 15180 OFFEDERAL STANDARD 595aSIGN DETAILHANDICAP PARKINGWHITE ON BLUEBLACK ON WHITEW/ 1 1/2" LETTERSBLACK ON WHITEW/ 11/16" LETTERSGRADETOW AWAY ZONEAND FINE UP TO $250REFER TO FDOT DESIGN STANDARDS INDEXNO. 17355, LATEST EDITIONSIGN NO. FTP-20-06SIGN NO. FTP-22-06N.T.S.2"2" 4"4"8"2"(TYP.)6'12"2" (TYP.)N.T.S.2-#5 BARS1.5' LONG(TYPICAL)3/4" DIA. HOLE (2 REQ'D.)1/2" R. (TYP.)2-#4 BARS(5'-6" LONG)3,000 P.S.I.CONCRETE AFTER 28DAYS.PRECASTCONCRETE WHEEL STOP7'(R1-1) STOP SIGN(30" X 30")4' - 12'(2' MIN. WHENADJACENTTO A SIDEWALK)N.T.S.STOP SIGNTYPICAL HEIGHT & LATERAL LOCATIONSTOPN.T.S.TYPICAL PAVEMENTSECTIONS1.2. 3.COMPACTION NOTES: THE LIMEROCK BASE SHALL BE COMPACTED TO 98% OF THEMAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T-180 .THE 12" STABILIZED SUBGRADE SHALL BE COMPACTEDTO 98% OF THE MAXIMUM DENSITY, PER AASHTO T-180. THE PROPOSED FILL SHALL BE COMPACTED IN 12" LIFTS TO 98% OFTHE MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180.S2"S2"2.35"2.35"DOME PATTERN SHALL BEIN-LINE WITH DIRECTION OFTRAVELTRUNCATED DOME (SEEDETAIL)PLANINTEGRAL DOME0.9"0.2"TRUNCATED DOMEALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THATEXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES(610 MM) FROM THE BACK OF CURB..CURB RAMP DETECTABLE WARNINGREFER TO FDOT DESIGN STANDARDS INDEX NO. 304, LATEST EDITIONN.T.S.12"1-1/2" ASPHALTICCONCRETE (TYPE S-III)TYPE 'D' CURBCONCRETE WHEEL STOP2'8" LIMEROCK BASE12" STABILZED SUBGRADEN.T.S.2 " R 3/4" R.18"8"6"CONCRETEPAVEMENT1/2" EXPANSION JOINT &PREFORMED JOINT FILLERF.D.O.T. TYPE "D" CURBCURB NOTES:3.4.1.2.CONCRETE SHALL HAVE A COMPRESSIVE STRENGHT OF 3000 P.S.I. IN 28 DAYSUNLESS OTHERWISE NOTED.WHEN USED ON THE HIGH SIDE OF THE ROADWAYS, THE CROSS SLOPE OF THEGUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THETHICKNESS OF THE FACE WILL BE LESS.CONTRACTION JOINTS FOR CURBS AND GUTTERS, AND VALLEY GUTTERSSHALL BE CONSTRUCTED WITH CONTRACTION JOINTS AT INTERVALS OF 10FEET EXCEPT WHERE SHORTER INTERVALS ARE REQUIRED FOR CLOSURES, BUTNO JOINT SHALL BE CONSTRUCTED AT INTERVALS OF LESS THAN 4 FEET.SIDEWALKS AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITHCONTRACTION JOINTS AT INTERVALS EQUAL TO THE WIDTH OF THE WALK ORMEDIAN RESPECTIVELY UNLESS OTHERWISE NOTED ON PLANS. CONTRACTIONJOINTS MAY BE OF THE OPEN TYPE OR SAWED. CONSTRUCTION PROCEDURESOF CONTRACTION JOINTS SHALL CONFORM TO THE SPECIFICATIONS SETFORTH IN THE "FDOTSPEC."EXPANSION JOINTS FOR CURBS, CURB AND GUTTERS, AND VALLEY GUTTERSSHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT ALL INLETS, ALLRADIUS POINTS, ALL POINTS WHERE OPERATIONS CEASE FOR ANYCONSIDERABLE TIME AT INTERVALS OF NOT MORE THAN 500 FEET. WALKSAND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTSAT POINTS OF WALK OR MEDIAN TERMINATION AGAINST AN UNYIELDINGSURFACE AND AT INTERVALS NOT TO EXCEED 120 FEET. EXPANSION JOINTSSHALL BE CONSTRUCTED WITH "PVC" SLIPS ENCASING THE REINFORCINGBARS. EXPANSION JOINT MATERIAL SHALL BE 1/2 INCH BITUMINOUSIMPREGNATED EXPANSION JOINT MATERIAL WHICH MEETS THEREQUIREMENTS OF "FDOTSPEC, 932-1.1." EXPANSION JOINTS BETWEEN THESIDEWALK AND THE CURB OR DRIVEWAY OR AT FIXED OBJECTS ANDSIDEWALK INTERSECTIONS SHALL BE 1/2 INCH JOINTS, FORMED WITH APREFORMED JOINT FILLER MEETING THE REQUIREMENTS SPECIFIED IN"FDOTSPEC, 932-1.1."3/ 4 " R 3 " R 2 " R MIN. 6"2'8"7 1/2"1'-6"6"6"6"N.T.S.12"FINISHEDPAVEMENTF.D.O.T. "F" CURB AND GUTTERN.T.S.7.5"12'12"6"1.5"2'-0"(TYP.)3/4" R.VALLEY GUTTER4"2"VARIES (SEE PLAN)MIN. SLOPE: 1/8" = 1'1.2.3.4.BROOM FINISH1/2" R (TYP.)COMPACTED FILL6" X 6", # 6-6 WELDEDWIRE MESHNOTES:CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28DAYS. REINFORCING SHALL BE 6" x 6" - 6-6 WELDED WIRE MESH.LIMEROCK SHALL BE COMPACTED TO A FIRM, EVEN SURFACE, TRUE TOGRADE AND CROSS-SECTION, AND BE MOIST WHEN CONCRETE ISPLACED.SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERAVLS.SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITHEXPANSION JOINTS AT POINTS OF WALK OR MEDIAN TERMINATION AGAINSTAN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'.TYPICAL SIDEWALKON PRIVATE PROPERTYN.T.S.6"2"VARIES (SEE PLAN)MIN. SLOPE: 1/8" = 1'1.2.3.4.BROOM FINISH1/2" R (TYP.)COMPACTED FILLNOTES:CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28DAYS.LIMEROCK SHALL BE COMPACTED TO A FIRM, EVEN SURFACE, TRUE TOGRADE AND CROSS-SECTION, AND BE MOIST WHEN CONCRETE ISPLACED.SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERAVLS.SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITHEXPANSION JOINTS AT POINTS OF WALK OR MEDIAN TERMINATION AGAINSTAN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'.TYPICAL SIDEWALKIN COUNTY RIGHT OF WAYN.T.S.N.T.S.CURB RAMP HANDICAP SPACEDETAIL INDEX 304ADA MAT DETAIL AT DRIVEWAY CONNECTIONDETECTABLE WARNINGSN.T.S.12"1-1/2" ASPHALTICCONCRETE (TYPE S-III)CONCRETE WHEEL STOP2'8" LIMEROCK BASE12" STABILZED SUBGRADEN.T.S.TYPICAL PAVEMENTSECTIONS (NO CURB)6"12"1.5" ASPHALTIC CONCRETE(TYPE S-III)TRAVEL WAY AREAS8" LIMEROCK BASE12" STABILZED SUBGRADE6"N.T.S.12"4"135°12" 7"N.T.S.THICKENED EDGESIDEWALK DETAILSLOPE: 1/8" = 1'(2) #4 BARS CONT.COMPACTED FILLEOP5' SIDEWALKPARKING SPACE2%1.NOTES:CONCRETE, COMPACTION AND CONSTRUCTION SPECIFICATIONSSHALL BE SAME AS TYPICAL SIDEWALK DETAIL (SEE DETAIL THIS SHEET)N.T.S.DUMPSTER DETAILCJCJCANE BOLTENCLOSUREGATE (2)PROVIDE 1 1/4" DIA.GALV. STEEL PIPE 3"LONG, SET INTOCONC. TO RECEIVECANE BOLT (EA. SIDE)CONCRETE PAVEMENT,AS PER CIVIL ENG.BOLLARDSLOPE 1/4"/FT.DUMPSTER (N.I.C.)1'-0" 2' TYP 1'-3"12'-0"8"13'-4"10'-0" CONCRETE APRON SLOPE 1/4"/FT.DRILL CONCRETEAPRON TO ACCEPTCANE BOLT, EA. SIDE8" SPLIT-FACE CMUEDGE OFFOUNDATION8"1'-0"2'-6"CJ2'2"27'-7"13'-4" 12'-8"CONC. WASH TOP,TYP.8" SPLIT-FACECMUSET POSTS INCONC., TYP.CANEBOLTTS 3"x2"x.125" FRAME W/1"x1" MIN. .125 GA. WIREFABRIC PANELS. PAINTNOTE:ALL EXPOSED METAL TOBE CLEANED AND PAINTED,PER SPECIFICATIONSGREASE NIPPLE ATEACH SLEEVE AFTERALL PAINTING ISCOMPLETE, TYP5" STEEL PIPE FILLEDWITH CONCRETE6" STEEL SLEEVE6'-6"6"4"5"GATEC.L.3'-0"12'-0"4"4"2'-6"2'-6"2'-6"2Date:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 HORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.June 8, 2017 1:26 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\08 1600670000C PGD02.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 810160067.00.00FEB.,2017N/AN/A1150S25EMCPDLPN/AN/A08 1600670000C PGD0260910MICHAEL C. PAPPAS, P.E.PAVING, GRADING, & DRAINAGE DETAILS #21DLPMCPREVISED PER FDOT COMMENT LETTER DATED 4/4/1704/26/173REVISED PER FDOT COMMENT LETTER DATED 5/31/17 & SDP COMMENT LETTER DATED 5/31/1705/31/17DLPMCPRCPUSF # 125 RING ANDRCPSEWERSTORM22-3/4" COVERCOVER, TYPE "M" WITH THEWORDS "STORM SEWER"# 5 BARS @ 8"O.C. EACH WAYPLAN4' WIDE x 4' LONG24" DIA.CONCRETE ADJUSTMENTRING.BRICK OR PRECAST8"8"# 5 @ 8" O.C.VARIES, SEE PLAN # 5 @ 8" O.C.# 5 @ 12" O.C.N.T.S.SECTIONTYP4" TYP.8"JUNCTION BOX DETAILRCP# 5 @ 12" O.C.RCPSEE SITE PLAN FORINVERT ELEVATION6"SECTIONPLAN3'-4"4'-5"8"8"8"8"214"214"2'3'-1"3'-0"3'-0"218"134"34"2'-4"2"112"2"212"112"APPROX. WEIGHT 235 LBS.GRATE2" CI.2" CI.VARIES15' MAX.SEE INDEX NO. 201,SH. 4 & 5FOR REINF. MOD.FOR DEPTHS13' TO 15'8"EYE BOLTSEE INDEX 201#4 BARS @ 12" CTRS.RECOMMENDED MAX PIPE SIZE2'-0" WALL-18" PIPE3'-1" WALL-24" PIPE2"BUBBLE-UP STRUCTUREN.T.S.F.D.O.T. TYPE "C" CATCH BASIN8"2'8"5 3/4"5 3/4"BOTTOM OFDETENTIONELEV. VARIES6" - 8"RIP-RAPGRATE DETAIL3'-4"2'-0"534"534"2"GRATE2" CI.2" CI.8"EYE BOLTSEE INDEX 201#4 BARS @ 12"CTRS.RECOMMENDED MAX PIPE SIZE2'-0" WALL-18" PIPE3'-1" WALL-24" PIPESECTIONN.T.S.F.D.O.T. TYPE "C" CATCH BASINPLAN3'-4"4'-5"8"8"8"8"214"214"2'3'-1"3'-0"3'-0"218"134"34"2'-4"2"112"2"212"112"APPROX. WEIGHT 235 LBS.GRATE DETAILVARIES15' MAX.SEE INDEX NO. 201,SH. 4 & 5FOR REINF. MOD.FOR DEPTHS13' TO 15'NOTE:1. ALL REINFORCING STEEL AS SHOWN SHALL HAVE 2" COVER.2. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYCONTROL STRUCTURE DETAIL (#CS-1)FLIMITS OF PAY ITEM6"E# 4 BARBAMITERED END DETAILN.T.S.LIMITS OF CONCRETELIMITS OF SODDINGG 1.5' R5'M 5'3" Thk. CONCRETE SLABREINFORCED W/ 6x6-W1.4 x W1.4 WELDEDWIRE MESH2.27'2.36'2.53'2.70'24"30"15"18"7.18'9.71'9.25'11.95'4.09'5.12'6.36'7.48'7.03'11'9.03'13'4.03'5.03'8'9'1.29'1.25'1.21'1.19'1.73'5.50'6.08'2.00'4.92'4.63'1.22'1.41'MN MITERED END DIMENSIONS6" N DITCHGRADED D C5' SODGFECBAD2.18'12"3.06'5.24'3.03'7'1.17'4.34'1.03'2.10'8"2.03'4.12'2.03'6'1.15'4.15'0.84'6"6"3'6" 8"4'-6"8"FLOWDIRECTION15" RCPA A 6'WEIR WALL18" RCP15 " R C P 6"6"3'8"2" CL.TOP OF GRATEELEV. 5.5 (NAVD)OVER FLOW WEIR CRESTELEV. 5.2 (NAVD) INV. ELEV.1.5 (NAVD)#4 BARS@ 10" O.C.3" ORIFICE2'PLANSECTION A-A2 14" SEAT2 14" SEAT GRATE2'BB18" RCP8"8"4'-6"8"2" CL.#4 BARS@ 10" O.C.SECTION B-B15" RCP18" RCP INV. ELEV.1.5 (NAVD)3" ORIFICE1111CONCRETE ADJUSTMENTRING.BRICK OR PRECAST24" DIA.TOP OF GRATEELEV. 5.5 (NAVD)1CONCRETE ADJUSTMENTRING.BRICK OR PRECAST33Date:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 HORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.July 5, 2017 1:59 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\09 1600670000C UD01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 910160067.00.00FEB.,2017N/AN/A1150S25EMCPDLPN/AN/A09 1600670000C UD0160910MICHAEL C. PAPPAS, P.E.STANDARD UTILITY DETAILS2REVISED PER SDP COMMENT LETTER DATED 4/10/1704/28/174REVISED PER CITY OF NAPLES COMMENTS06/30/17DLPMCPDLPMCP2222444Date:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017 W-X W-X W-X W-XHORIZ. SCALE (FULL):DATECHECKEDDRAWNRGE:TWP:SEC:DATE:TITLE:CLIENT:PROJECT:OFPROJECT NO.:SHEET NUMBER:REVISIONREV #HORIZ. SCALE (HALF):6610 Willow Park Drive, Suite 200Naples, Florida 34109(239) 597-0575 FAX: (239) 597-0578www.consult-rwa.comFlorida Certificates of AuthorizationEB 7663 LB 6952DESIGNED:DRAWN:VERT. SCALE (FULL):VERT. SCALE (HALF):FILE NAME:FLORIDA LICENSE NO.May 3, 2017 2:27 PM K:\2016\160067.00.00 Wood Springs Suites (SDP)\004 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\10 1600670000C EC01.dwgWOODSPRING SUITES (NAPLES WEST) GOLD COAST PREMIER PROPERTIES VII, LLC 1010160067.00.00FEB.,2017N/AN/A1150S25EMCPDLPN/AN/A10 1600670000C EC0160910MICHAEL C. PAPPAS, P.E.EROSION CONTROL PLANSILT FENCE LOCATIONSCALE: 1" = 60'GRATE INLETSTAKED SYNTHETIC SOCKWOODEN STAKEFILTERED WATER4" MIN. 12" MIN.GRATE INLETMIN. 4"4"12"3'SURFACE RUN-OFF3' MINIMUMSURFACE RUN-OFF4"FLOW6'4"4. BACKFILL AND COMPACT THE EXCAVATED SOIL.2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES.N.T.S.PLATE 1.06aGENERAL NOTES:12" MIN.SPECIFIC APPLICATIONWOODEN STAKE4"FLOW6'FLOW3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH.1. SET THE STAKESFLOWN.T.S.FLOW4"SOCK WIDTHFLOW 1. EXCAVATE THE TRENCH2. PLACE AND STAKE SYNTHETIC SOCKS4. BACKFILL AND COMPACT THE EXCAVATED SOIL.CONSTRUCTION OF A SYNTHETIC SOCK BARRIER4"CONSTRUCTION OF A FILTER BARRIER1.A SYNTHETIC FILTER SOCK SHALL BE A PHOTODEGRADABLE OF BIODEGRADABLE MESHNETTING MATERIAL PROVIDING A MINIMUM OF 9 MONTHS EXPECTED USABLE LIFE AT ATEMPERATURE RANGE OF 0°F TO 120°F.2.THE MEDIA WITHIN THE FILTER SOCK SHALL CONTAIN COMPOSTED MATERIAL SUITABLEFOR REMOVING SOLIDS AND SOLUBLE POLLUTANTS FROM STORMWATER RUNOFF.3.SOCKS ARE AVAILABLE IN 9-INCH, 12-INCH, 18-INCH, AND 24-INCH DIAMETERS FOR AVARIETY OF APPLICATIONS AND MAY BE STACKED FOR INCREASED STORAGE CAPACITY.4.POSTS FOR THE FILTER SOCK SHALL BE 2 X 2 INCHES WOOD (PREFERRED), OR EQUIVALENTMETAL WITH A MAXIMUM HEIGHT OF 3 FEET.5.POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION ANDDRIVEN SECURELY INTO THE GROUND A MINIMUM OF 8 INCHES IN CLAY SOILS OR 12INCHES FOR SAND SOILS. FOR USE ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BEUSED BEHIND THE FILTER SOCKS FOR STABILIZATION.6.A MINIMUM OF 1 FOOT OVERLAP IS REQUIRED WHEN JOINING TWO FILTER SOCKSTOGETHER. TWO STAKES MUST BE DRIVEN THROUGH BOTH ADJOINING ENDS.7.FILTER SOCKS SHALL BE REMOVED OR CUT OPEN WHEN THEY HAVE SERVED THEIR USEFULPURPOSE, BUT NOT BEFORE THE UPSLOPE AREA IS PERMANENTLY STABILIZED.CONSTRUCTION NOTES:SOURCE: FLORIDA STORMWATER EROSION ANDSEDIMENTATION CONTROL INSPECTOR'S MANUALBY FDEPFABRIC FILTERBARRIEREXISTINGGROUNDSOURCE: INSTALLATION OF STRAW ANDFABRIC FILTER BARRIERS FOR SEDIMENTCONTROL, SHERWOOD and WYANTPRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITYAPPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TOCONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TOOFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICESTHROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALLREMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED.THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED:(REFERENCE FLORIDA DEVELOPMENT MANUAL, FDER, PPS 6-301 TO 6-500).THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OFREQUIREMENTS FOR SOIL EROSION CONTROL PER LOCAL REQUIREMENTS.THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FORCOMPLIANCE WITH REGULATORY AGENCIES AND SPECIFIC PERMITCONDITIONS.A) BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCEB) BMP 1.05 SYNTHETIC SOCK BARRIERC) BMP 1.06 SILT FENCED) BMP 1.08 STORM INLET DRAIN PROTECTIONTHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLATAREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATEDFLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.10' MAXIMUM SPACING WITH WIRESUPPORT FENCE ALONG BOUNDARY. 6'MAXIMUM SPACING WITHOUT WIRESUPPORT FENCE ALONG BOUNDARY.WOODENSTAKEFABRIC FILTERBARRIERWIRE REINFORCEDSTAKED & TRENCHEDSILT FENCE (TYPICAL)EXISTINGGROUNDRUN-OFF WATERWITH SEDIMENTCOMPACTED SOILTO PREVENT PIPINGSYNTHETIC SOCKS STAKED WITH STAKESPLACED A MAXIMUM 10' APARTSYNTHETIC SOCK DROPINLET SEDIMENT FILTERSTAKE & FILTER FABRICBURIAL DETAILDOUBLE ROWSTAKED SILT FENCEPLATE 1.06bN.T.S.ELEVATION6'4"24"N.T.S.SLOPE4'4'BMP 1.06 SILT FENCEN.T.S.SEDIMENT FENCE DETAILSEDIMENTATION / EROSION CONTROL DETAILGRATE INLET4"PLANSOCK TIES12"N.T.S.1.NOTE:2.(TYPICAL FOR ALL GRATE INLETS)ANCHORING SOCKSPROFILESOD DROP INLET PROTECTIONAPLANBABAELEVATIONPOINTS A SHOULD BEHIGHER THAN POINT BAPROPER PLACEMENT OF SYNTHETIC SOCK BARRIERIN A DRAINAGE WAYSINGLE ROW OF SYNTHETIC SOCKS TO BE PLACEDPRIOR TO THE START OF ROUGH GRADINGSECURELY BOUND SOCKS REQUIRED FORDURABILITY2" x 2" STAKES 12"INTO GROUNDSYNTHETIC SOCKSTAKED DOWN4-12" WIDE STRIPS OF TALL FESCUE SODON EACH SIDE OF THE DROP INLET.COMPACTED FILL OVER TOEOF FABRIC BURIED 4" DEEPSHEET FLOW(TYPICAL)POINTS A SHOULDBE HIGHER THANPOINT BTEMPORARY SYNTHETICSOCK SEDIMENT BARRIERPROPER PLACEMENT OF A FILTERBARRIER IN A DRAINAGE WAYAFTER THE CONTRIBUTING DRAINAGE AREAHAS BEEN PERMANENETLY STABILIZED, THEBLOCK AND GRAVEL STRUCTURE WILL BEREMOVED AND PERMANENT SOD LAIDAROUND THE DROP INLET.SINGLE ROW SILT FENCE SHALL BE ERECTEDAS SHOWN BEFORE COMMENCEMENT ANDUNTIL END OF CONSTRUCTION.2.3.TEMPORARY GRAVEL CONSTRUCTION ENTRANCEBMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE1.NOTES:THE ENTRANCE SHALL BE MAINTAINED IN ACONDITION THAT WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLICRIGHT-OF-WAY. THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR CLEAN OUT OF ANY MEASURESUSED TO TRAP SEDIMENT.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TOENTRANCE ONTO PUBLIC RIGHT-OF-WAY.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON ANAREA STABILIZED WITH CRUSHED STONE THAT DRAINSINTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCESOURCE: VIRGINIA DIVISION OF SOIL AND WATER CONSERVATIONSOURCE: Va SWCCPLATE 1.01aW I D T H A S R E Q U I R E D FILTER FABRIC30' R. (TYP.)LIMEROCK BASEPA V E D P U B L I C R O A D 2 % OR GREATER50' MINIMUM6" MIN.STRUCTURAL COURSE2" SP-12.52 % SLOPEOR GREATEREXISTINGPAVED ROADWAYF.D.O.T. # 1 COARSEAGGREGATEWATER SUPPLY TOWASH WHEELS IFNECESSARYDIVERSION RIDGEREQUIRED WHERE GRADEEXCEEDS 2 % OR GREATERF.D.O.T. # 1 COARSEAGGREGATEFILTER FABRICUNDERLAYMENT(FULL UNDERCOVER)1 2 ' M I N I M U M PUBLIC ROWASPHALTIC CONCRETESTRUCTURAL COURSE2" SP-12.5ASPHALTIC CONCRETEROWPROTECTED USINGSYNTHETIC SOCK SEDIMENTFILTER (TYP.)Date:Reviewed and Approved For:Permit IssuancePL201600036017/27/2017