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HomeMy WebLinkAbout985 Rinehart Rd 18-4693 (a) INTERIOR REMODEL0 IJ ve C I"F'( OF ION j,61 k 161ITAPPLKA� El I LLMIG DO s I Apphicatiou No: • Documented Cons tructio-uL Value: Job Address:981 FIVI art Roadf Sanford, FL 32711 - N Historic District: Yes.... N o Parcel 11),� - ....... . . ...... . Residential IlConiTnercialEr Type of Work: New 1_?_(Addition E] Afteration F] RepairE] Demo, Ej Change of Use F-1 Move Description of 1 York: Constructign of four modular Mock retg�i totalin j. D-Qj g., g E I e e .- I 1� a _ . . . . . .... ............................. . Plan Review Contact i,erson: Fax: Emait-r-- Propelty Owner 111formatimi Name F-leadqLlavterAuto Group ofCentral Florida, Ltd. Phone: Street, 5895 N.W. 167th Street City, State Zip: Miami, FL 33015 Resident of property? : Contractor Information Narne Aeck 9-494-5700 ......... ...... . ....... — -- --- City, State Ziv: 34135 State License No., Architect/Engirteer hiformatiort Name: Klima Weeks Civil Engineeringphone:407-478-8750 Street: 386 Dougla 3 Avenue, Suit: 210 Fax: Altamonte Springs, FL 32714 info@ klimaweeks.(G;orn City, St. Zip - ------- E -Mail: Bouding Company: Mortgage Lender: ....... Address: ........ Address; WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C01MMENCEMENT MAY RESULT IN YOUR PAYING TWlCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENTMUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TILE FIRST INSPECTION. 11: YOU INTEND TO OBTAIN FINANCING, CONSUVV WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFC0h1MENc[,,mf-,11lT Applicatiun 15 hereby made to obtain a permit to do the work and installations as indicated. f certify that no work or Installation has commenced prior to (fie issuance of a permit and that all work will be performed to meet standards of till laws regulating construction in this jurisdiction. I anderst"d that a separate permit must be secured for electrical work,, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. CONTACTS: OWNER: LANDSCAPE ARCHITECT: HEADQUARTER AUTO GROUP OF SMTTHWF.LL INC. CENTRAL FLORIDA, LTD. CHRIS SMTI'II JERONIMO F5'rEVE, V1' 6116 COUNTY ROAD 561 5895 NW 167 STREET CLERMONI', FL. 34714 MIAMI, FLORIDA 33015 P: 352-241-4749 P: 305-42:3-4616 E: CHRIS(, SMITHWELL.COM C•.: JUDY�i, Ii F.A1X11'.AR'TI: RALI'CO.COM GEOMETRY & STRIPING PLAN 0400-4 ELECTRICAL ENGINEER: CTVIL ENGINEER: BOBES ASSOCIATES KLIMA WEEKS CIVIL ENGINEERING, INC. AUG USTO E. BOBFS, JR., PE .JAY A. KLIMA, PE 150 CIRCLE. DRIVE :385 DOUGLAS AVENUE, SUITE 2ioo MAITL AND. FL 32751 ALTAMONTE SPRINGS, F1.32714 P: 407-628-0882 P: 407-478-8750 E: GUSJR(d,BOBESENG.COM F:407-478-8749 LIFT STATION F: JKL.IMA(4,KI.IMAN Ei:KS.('Oh1 IWRVEYOR: S ARE REVIEWED AND -\LTANIAX SURVEYING y 910 BFLLE AVENL'F.. SUITF: 1140 PERMIT. AN ISSUED PERMIT SHALL BE CASSLEBF..RRY, FL. 32708 DEEMED PERMISSION TO PROCEED P:407-677-0200 WITH WORK AND NOT AS AUTHORITY L: R.JOI­IN SON ( ALTA N1AXSURVEYING.COM TO VIOLATE, CANCEL, ALTER OR SFT .ARC 111 TEC'P ASIDE ANY OF THESE PROVISIONS OF THOMAS DESIGN P\ I LRNATIONAL KEITH THOMAS, AIA, LL:LD AP 1920 ELILABE111 AVENUL ORLANDO. FL 32801 P: 4074-423-49.1= E: KEITH a THOMASDESIGNI`TL.C.'OM UTILITY PROVIDER AIA"I'L:R/WASTEWATER/RECLAIMEL): ELECTRIC: CITY OF SANFORD FLORIDA POWER AND LIGHT :3oo N PARK AVENUE. 1o7o5 QUAIL ROOST DR SANFORD, FL 32771 MIAM 1, FL 331,157 P: 407-688-5o8.5 P: 305-219-9143 F: 4.07-688-509" CONTACT: MARIO ESCALONA CONTACT: BILAL It I IKHAR E: F.: BII.AI„IFTIKHAR!it!SANFORDFL.(jOV GEOMETRY & STRIPING PLAN 0400-4 TELEPHONE.: SOLID WASTE: AT&T,, DIS'1'RIBUI-ION C'IT)f' OF SANFORD 112o S. ROGERS CIR. 300 N. PARK AVENUL•: BOCA RATON,11. 33487 SANFORD, FL 32771 P: 5h1-997-0240 P: 407-688-5089 CONTACT: DINO FARRUGGIO CONTACT' I %HLY MCCABE E: E I MiLYAR ( AL3G0SANFORDF1..GOV LEGAL DESCRIPTION PARCEL 1: A PORTION OF THE SOUTHWEST ONE-QUARTER OF SECTION 32, TOWNSHIP 19 SOUTH. RANGE 30 EAST, :EMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 32; THENCE NORTH 00'03'40' EAST ALONG THE WEST LINE OF SAID SECTION 32, A DISTANCE OF 33.00 FEET; THENCE SOUTH 89'41'39" EAST, 113.99 FEET; THENCE NORTH 8747'06' EAST, 39.60 FEET; THENCE NORTH 4.056'20' WEST. 42.98 FEET; THENCE NORTH 00'03'41' EAST. 101.24 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH CJ'03'41' EAST ALONG THE EAST RIGHT OF WAY UNE OF 'RINEHART ROAD" AS CONVEYED IN OFFICIAL RECORDS BOOK 2691, PAGE 1327 OF THE PUBLIC RFf")RDS OF SEMINOLE COUNTY, FLORIDA, 204.55 FEET; THENCE NORTH 02"48'04' WEST CONTINUE ALONG SAID EAST RIGHT OF WAY LINE, 280.35 FEET; THENCE NORTH 00'03'41' EAST CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 282.54 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT OF WAY LINE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 872,93 FEET, A CENTRAL ANGLE OF 10'28'34", AN ARC DISTANCE OF 159.61 FEET; THENCE SOUTH 79'22'46' EAST, 322.21 FEET; THENCE NORTH 8747'06" EAST, 110.88 FEET; THENCE NORTH 2Or58'30' EAST, 258.91 FEET; THENCE NORTH 89'47'06" EAST, 96.53 FEET TO A POINT ON THE EASTERLY UNE OF THE 200 FOOT WIDE FLORIDA POWER CORPORATION EASEMENT AS SHOWN IN DEED BOOK 149, PAGE 359 AND DESCRIBED IN OFFICIAL RECORDS BOOK 128, PAGE 328 AND OFFICIAL. RECORDS BOOK 2844, PAGE 58 ALL OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 20'5810' WEST ALONG SAID EASTERLY LINE, 166.87 FEET; THENCE NORTH 8947106' EAST, 476.24 FEET TO A POINT ON THE WEST LINE OF THE EAST 1485.00 FEET OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 32; THENCE NORTH 00"03'44' EAST ALONG SAID WEST UNE, 224.61 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 32; THENCE SOUTH 89'58'43' EAST ALONG SAID SOUTH LINE, 766.31 FEET; THENCE SOUTH 34'19'41" WEST, 421.60 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 990.00 FEET OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 32; THENCE SOUTH 89'47'06' WEST ALONG SAID NORTH UNE, 1267.83 FEET TO A POINT ON THE WESTERLY UNE OF AFORESAID 200 FOOT WIDE FLORIDA POWER CORPORATION EASEMENT; THENCE SOUTH 20`58'30' WEST ALONG SAID WESTERLY LINE, 665.20 FEET TO A POINT ON THE EAST LINE OF THE WEST 180.18 FEET OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 32; THENCE SOUTH 00'08'37' WEST ALONG SAID EAST LINE, 236.90 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE FOR COUNTY ROAD 46-A AS SHOWN ON SHEET 4 OF 15 OF THE RIGHT OF WAY MAP, DATED DECEMBER, 1994, BEING ON A POINT ON A CURVE CONCAVE TO THE NORTHWEST AND HAVING A CHORD BEARING OF SOUTH 84'33'20' WEST; THENCE WESTERLY ALONG SAID NORTH RIGHT OF WAY UNE ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2230.83 FEET, A CENTRAL ANGLE OF 00"35'10', AN ARC DISTANCE OF 22.82 FEET; THENCE NORTH 45'36'50" WEST CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE, 48.17 FEET TO THE POINT OF BEGINNING. PARCEL 2: A PORTION OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 32; THENCE NORTH 00'03'40' EAST ALONG THE WEST UNE OF SAID SECTION 32, A DISTANCE OF 33.00 FEET; THENCE SOUTH 89'41'39' EAST, 113.99 FEET; THENCE NORTH 89'47'06' EAST, 39.60 FEET; THENCE NORTH 44'56'20' WEST, 42.98 FEET; THENCE NORTH 00'03'41` EAST, 101.24 FEET; THENCE CONTINUE NORTH 00'03'41' EAST ALONG THE EAST RIGHT OF WAY UNE OF RINEHART ROAD AS CONVEYED IN OFFICIAL RECORDS BOOK 2691, PAGE 1327 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, 204.55 FEET; THENCE NORTH 02*48'04" WEST CONTINUING ALONG SAID EAST RIGHT OF WAY UNE. 280.35 FEET; THENCE NORTH 00'03'41" EAST CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 282.54 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT OF WAY LINE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 872.93 FEET, A CENTRAL ANGLE OF 56'14'42', AN ARC DISTANCE OF 856.92 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 4558, PAGE 102 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THEME SOUTH 33.41'38' EAST ALONG SAID SOUTHERLY BOUNDARY LINE, 335.87 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 33'41'38' EAST ALONG SAID SOUTHERLY BOUNDARY LINE, 95.03 FEET; THENCE NORTH 89.47'06" EAST CONTINUING ALONG SAID SOUTHERLY BOUNDARY LINE, 420.48 FEET TO A POINT ON THE WEST LINE OF THE EAST 1485.00 FEET OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 32; THENCE SOUTH 00'03'44" WEST ALONG SAID WEST LINE, 180.58 FEET; THENCE SOUTH 89'47'06' WEST, 476.24 FEET TO A POINT ON THE EASTERLY LINE OF THE 200 FOOT WIDE FLORIDA POWER CORPORATION EASEMENT AS SHOWN IN DEED BOOK 149, PAGE 359 AND DESCRIBED IN OFFICIAL RECORDS BOOK 128. PAGE 328 AND OFFICIAL RECORDS BOOK 2844, PAGE 58 ALL OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE NORTH 20'58'30" EAST ALONG SAID EASTERLY LINE, 166.87 FEET; THENCE SOUTH 89'47'06' WEST, 96.53 FEET; THENCE NORTH 20'58'30' EAST, 111.82 FEET TO THE POINT OF BEGINNING. PARCEL 3: BENEFICIAL EASEMENT RIGHTS AS SET FORTH IN DRAINAGE AND UTILITIES EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 7505, PAGE 1235; AMENDED AND RESTATED DRAINAGE AND UTILITIES EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 7695, PAGE 1744. PARCEL 4: BENEFICIAL EASEMENT RIGHTS AS SET FORTH IN JOINT ACCESS AND SIGNAGE EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 7505, PAGE 1264; FIRST AMENDMENT TO JOINT ACCESS AND SIGNAGE EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 7695, PAGE 1772. TOTAL SITE ACREAGE: 12.8 1 (557,885 S.F.) i►enome : 0000 qTY COVER.drg Plot Date : Jul, 02, 2018 1:24pm SANFORD HYUNDAI 985 RINEHART ROAD SOUTHRIDGE SOUTH PD SANFORD, FLORIDA 32771 ENGINEERING February 2018 SHEET INDEX C000 COVER Ai.ob SURVEY Cool CONDITIONS OF APPROVAL Coot GENERAL NOTES Cioo OVERALL SITE PLAN 0200 DEMO. & EROSION CONTROL PLAN C300 OVERALL GEOMETRY PLAN C301-4 GEOMETRY & STRIPING PLAN 0400-4 GRADING & DRAINAGE PLAN C500-4 WATER & SEWER PLAN C600 SITE DETAILS C6oi FDOT DETAILS C602 MOT DETEAILS C700 DRAINAGE DETAILS 0800-2 WATER DETAILS C900-1 LIFT STATION SEMINOLE COUNTY NOTE: PLANS Ai.oa FIRST FLOOR PLAN Ai.ob FIRST FLOOR PLAN A2.o ELEVATIONS MS1.0 MASTER SITE PLAN - LIGHTING Li LANDSCAPE COVER L2-6 LANDSCAPE PLANS L7 LANDSCAPE DETAILS L8-12 IRRIGATION PLANS Lia IRRIGATION DETAILS Pi.oa FIRST FLOOR PLAN Pi.ob FIRST FLOOR PLAN P3,1 PLUMBING RISER DIAGRAMS 5301 DUMPSTER ENCLOSURE ALL WORK WITHIN 7'1-1H SEMINOLE COUNTY RIGI IT -OF -WAY SI LAI.L CONFORM TO THE MOST CURRENT SEMINOLE COUNTY STANDARD SPECIFICATIONS. SITE ; ,. i •{, ; �. Imo=. 19. D E -J DATE I j M.A.Q. A It r wz z� win 11 UD IT - w'• ! SANFOR. FIRE DEPARTMENT - S ARE REVIEWED AND y PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SFT ASIDE ANY OF THESE PROVISIONS OF SITE ; ,. i •{, ; �. Imo=. LOCATION MAP SCALE: 1"=300 Pe nsc City of Sanford J U L 2 2018 r REVISION y`� R DATE I RESPONSE TO CITY COMMENTS M.A.Q. A x� 17ENVlool wz z� win LOCATION MAP SCALE: 1"=300 Pe nsc City of Sanford J U L 2 2018 r REVISION y`� R DATE I RESPONSE TO CITY COMMENTS M.A.Q. 5/24/18 x� 17ENVlool wz z� 11 UD IT - w'• SANFOR. FIRE DEPARTMENT - S ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SFT ASIDE ANY OF THESE PROVISIONS OF CONSTRUCTION DOCUMENTSTHE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERROR NO. REVISION BY DATE I RESPONSE TO CITY COMMENTS M.A.Q. 5/24/18 x� 17ENVlool wz z� UD S ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. REVIEWED BY: MATT MINNETY SANFORD FIRrm AVL r -- DATE: PARC E L I D : 32-19-30-300-007B-0000 :velopment 3`1TE CHARACTER AND INTENDED USE: THE PROPOSED CONSTRUCTION CONSISTS OF CI.I ARIN(., & CRUMBING OE• TI IE EXISTING SM.. AND CONSTRUCTION OF A 43,328 SF SHOWROOM AND SERVICE BUILDING FOR AN AUTO DEALERSHIP, A CAR WASH STRUCTURE, ASSOCIATED PARKING FOR CUS'T'OMERS, EMPLOYEES, AND INVENTORY, ASSOCIATED WATER SANITARY, AND STORM IMPROVEMENTS_ PHASING SCHEDULE: THIS PROJECT WILL BE CONSTRUCTED IN ONE PHASL. ESTIMATFD S" TART DATE: 'MARCH, 'x118 ESTIMATED COMPLETION DATE: MARCH, 201f) FLOOD ZONE: THIS PROJEC'F IS LOCATED IN FLOOD ZONF "X" AND "AE" PER FEMA MAP No. 12117C0065 F, DATED SEPTEMBER _8, • 007. ZONING AND FUTURE LANI) USE: ZONING: PD - PLANNED L)EVELOPMEPN,r (SOUTIIRIDGE SOUTH PD) F-XIST;NG USE: VACANT PROPOSED USI:: AUTO DEALERSHIP AND SERVICE FUTURE LAND USE: (HI)1-4 HIGH INTENSITY PInr,f.: [ll T Ar)In;.� y ---, Specilic cta 1rlt�r.;r�:; PERMIT # ITO Mf' FTA141L11 - ACCLF'T.tNCEi E)r I ois iF A %;AIYt:k ON ANY Cha ! Ir yc TNF. DEVELOPEII OF THIS SPENOC .,%' ; AAI. I[i rr:a ,.: E:ltl{,I; }.rt ..Nr YEAR FROM IOM TTF DATE 69WW. RO NPLC IFIC C.r)r;t;r^DNL. A1a715 OLe W-&) 2 Ix W W Z Z U 385 Douglas Avenue, Ste 210 Altamonte Springs, FL 3271 Telephone 407.47$.875 Facsimile 407.478.874 Certificate of Authorization No.: 92; l,tiL(Elftr., CA.Y rpt~ ry - f�faM FL Fi1r1. r.��11 "�!Plaall� .Jay A. Klima 49945 �w JK checked by: .LAK aQ 01/26/18 plot scale: AS SHOWN x� 17ENVlool wz z� UD description d, OFFICE drawn by: JK checked by: .LAK date: 01/26/18 plot scale: AS SHOWN project number: 17ENVlool file name: COOO CITY COVER.d%g C000 DEMOLITION NOTES J cheeked by: J.AK GENE NOTES 1, ALL AREAS WHERE PAVEMENT, BUILDING SLABS, project nurrzber: l7ENVIow file name: 0002 - Gen NoWs.dwg FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES STRUCTURES HAVE BEEN .REMOVED SHALL BE BACK FILLED PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, WITH SELECT BACK FILL MATERIAL. ALL SELECT BACK FILL ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. MATERIAL- SHALL BE PLACED AND COMPACTED PER THE CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY REQUIREMENTS OF THE SPECIFICATIONS AND THE ON-SITE COMPANIES ON EXACT LOCATION OF UNDERGROUND GEOTECHNICAL ENGINEER. UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY 2, THE CITY OF SANFORD CONTRACTS WITH WASTEPRO FOR COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO EXCAVATION. SOLID WASTE COLLECTION SERVICES. ALL DEMOLITION 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE DEBRIS SHALL BE REMOVED BY WASTEPRO, RECYCLE PLANS WERE DEPICTED FROM ACTUAL FIELD MATERIALS MAY BE REMOVED AT THE DEVELOPER'S MEASUREMENTS AND/OR DERIVED FROM RECORD DISCRETION. DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3. FOR ADDITIONAL NOTES REFER TO SHEETS C200. CONFIRM .THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE EROSION CONTROL NOTE, S UTILITY OWNERS TO RESOLVE THESE CONFLICTS. 3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL ADEQUATE REPRESENTATION. OF ACTUAL CONDITIONS FOR CONFORM TO STANDARDS OF THE SEMINOLE COUNTY, PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING CITY OF SANFORD AND ST. JOHNS RIVER WATER WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE MANAGEMENT DISTRICT, SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS 2. EROSION AND SEDIMENT CONTROL BEST PRACTICES AREWERE 4. MADE. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS DICTATED BY FDEP NPDES CONSTRUCTION GENERIC REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW PERMIT, 62-621.300(4)(o)FAC, (BMP)S USED ON THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO SITE MUST MEET THE MINIMUM SPECIFICATIONS IN THE THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, 2013 STATE OF FLORIDA EROSION AND SEDIMENT WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR CONTROL DESIGNER AND REVIEWER MANUAL. EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH (REFER TO PART 5.1 OF THE NPDES GENERIC PERMIT.) DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE 3. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE FAILS TO PROVIDE THE WRITTEN NOTIFICATION, PLACED PRIOR TQ, OR AS THE FIRST STEP IN, 5• ALL MATERIALS, INSTALLATION AND TESTING SHALL BE CONSTRUCTION, SEDIMENT CONTROL. PRACTICES IN ACCORDANCE WITH CITY OF SANFORD AND ALL WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST WORK PERFORMED WITHIN THE SEMINOLE COUNTY ANY TRANSPORTATION OF SILT OFF THE SITE. RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH SEMINOLE COUNTY STANDARDS. WHERE THE 4. SOIL MATERIALS FROM WORK ON THIS PROJECT SHALL SPECIFICATIONS CONFLICT, THE MORE STRINGENT BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY SPECIFICATION SHALL APPLY. OFF -PERIMETER AREAS OR IN WATERWAYS, THESE 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING INCLUDE BOTH NATURAL AND MAN --MADE OPEN AND BRACING REQUIRED TO PROTECT ADJACENT DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED 5. DAILY INSPECTIONS SHALL BE MADE BY -1 -1 -JE BY A STATE OF FLORIDA PROFESSIONAL ENGINEER CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF RETAINED BY THE CONTRACTOR. EROSION/SEDIMENT CONTROL EFFORTS, ANY 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO DELAY. COMMENCING WORK. 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY 6. ALL MUD, DIRT, OR OTHER MATERIALS TRACKED OR DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SPILLED ONTO EXISTING PUBLIC OR PRIVATE ROADS SHALL BE DISPOSED OFF-SITE IN A LEGAL MANNER AT AN AND FACILITIES FROM THIS SITE, DUE TO CONSTRUCTION, APPROVED DISPOSAL FACILITY. SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS 7. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN A REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND STABILIZED CONSTRUCTION ACCESS/ SOIL TRACKING HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE PREVENTION DEVICE (STPD) TO ASSIST WITH THE CONTRACTOR. REMOVAL OF SOIL MATERIAL CAPTURED ON VEHICLE 10, ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF MIRES ENTERING AND LEAVING THE CONSTRUCTION SITE. CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER THE SOIL TRACKING PREVENTION DEVICE SHALL MEET MONUMENT IS IN DANGER OF BEING ALTERED AND HAS THE MINIMUM SPECIFICATIONS OF THE 2013 STATE OF NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER SHALL NOTIFY THE ARCHITECT WITHOUT DELAY. AND REVIEWERS MANUAL AND FDOT INDEX 106. 11. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE SURVEY. 8. ALL PERMANENTEROSION CONTROL MEASURES FQR ALL 12. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES SLOPES, CHANNELS AND ANY DISTURBED LAND AREAS CONSTRUCTION INCLUDED IN THIS CONTRACT. SHALL BE COMPLETED WITHIN 7 CALENDAR DAYS 13. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET AFTER FINAL GRADING. COVER UNLESS OTHERWISE NOTED ON PLANS. 14: EXISTING ROADWAY BASE MATERIALS SUCH AS SHELL OR 9. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED LIMEROCK MAY BE UTILIZED IN STABILIZATION IF SUITABLE UNTIL PERMANENT MEASURES ARE IN PLACE AND FOR MIXING. ESTABLISHED. TIMEFRAMES FOR PERMANENT AND 15. THE CONTRACTOR SHALL FURNISH, ERECT AND MAIN -FAIN TEMPORARY STABILIZATION MUST CONFORM WITH ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY REQUIREMENTS SET FORTH IN THE NPDES CONSTRUCTION DEVICES IN ACCORDANCE WITH 2017 DESIGN STANDARDS, GENERIC PERMIT SECTION 5.4. STABILIZATION MEASURES 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE MUST BE INITIATED WITHIN 7 CALENDAR DAYS WHERE CONSTRUCTION, AND 2010 UTILITY ACCOMMODATION ACTIVITIES HAVE EITHER PERMANENTLY OR TEMPORARILY MANUAL. CEASED. 16. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS 10. THE EROSION CONTROL MEASURES ARE IN -FENDED AS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL MINIMUM STANDARDS. ANY EROSION CONTROL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A REQUIRED BEYOND THAT SPECIFIED SHALL BE MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE, CONSIDERED AS INCLUDED WITHIN THIS CONTRACT. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS AND SEMINOLE COUNTY. T"E PROTECTION NOTES 17, REFER TO FDOT ROADWAY AND TRAFFIC DESIGN 1. PROTECT EXISTING TREES NOT MARKED ON THIS PLAN FOR STANDARDS FOR THE FOLLOWING: REMOVAL AGAINST: 0 SILT FENCE (INDEX NO. 102) - UNNECESSARY CUTTING BREAKING OR SKINNING OF TYPE C INLET (INDEX N0. 232) ROOTS - SKINNING AND BRUISING OF BARK e CURB RAMP (INDEX NO. 304)� - SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION INDEX NO. 300 TYPE D CURB ( MATERIALS WITHIN DRIP -LINE TYPE F CURB & GUTTER (INDEX N0. 300 ) -- EXCESS FOOT OR VEHICULAR TRAFFIC 0 CURB TRANSITION (INDEX NO. 300) - PARKING VEHICLES WITHIN DRIP -LINE 0 PAVEMENT ARROWS (INDEX NO. 17346) 2. PROVIDE WATER TO TREES AS REQUIRED TO MAINTAIN HEALTH DURING CONSTRUCTION ACTIVITIES. 18. THIS PROJECT IS IN FLOOD ZONE "X" AND AE PER FEMA 3. WHEN. NECESSARY TO CUT ROOT OVER 1-Y2" DIA. MAKE FIRM PANEL. 1 2117CO065F. DATE MAP PANEL REVISED: CLEAN CUT. COAT CUT FACES OF ROOTS WITH AN SEPTEMBER 28, 20)07. EMULSIFIED ASPHALT OR OTHER ACCEPTABLE COATING 19. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT FORMULATED FOR USE ON DAMAGED PLANT TISSUES.: THE NEAREST JOINT IN REASONABLY GOOD CONDITION, SO TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, PREVENT DRYING AND COVER WITH EARTH AS SOON -AS NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER POSSIBLE. DEFECTS. CONCRETE GUTTER SHALL BE CUT BETWEEN 4. INTERFERING BRANCHES MAY BE REMOVED AT THE ASPHALT AND GUTTER BEFORE REMOVAL. DIRECTION OF THE LANDSCAPE ARCHITECT AND/OR BY A QUALIFIED TREE SURGEON. 5. REPAIR OR REPLACE TREES TO REMAIN, WHICH ARE DAMAGED BY CONSTRUCTION ACTIVITIES, IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT. A QUALIFIED TREE SURGEON MAY BE EMPLOYED TO REPAIR MAJOR DAMAGE TO TREES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF TREES DAMAGED BY CONSTRUCTION ACTIVITIES IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT. 7. IF DEEMED NECESSARY, THE CONTRACTOR SHALL EMPLOY A QUALIFIED TREE SURGEON TO SELECTIVELY PRUNE THE OVERHEAD CANOPY AND PERIPHERAL ROOT SYSTEM OF TREES AS DIRECTED BY THE LANDSCAPE ARCHITECT. C002 -- Gen Notee dwq Plot Dote : Jul. 02, 2018 1:24pm 1. THREE (3) FOOT CURB TRANSITIONS SHALL BE PROVIDED AT ALL CURB TERMINATIONS AND DROP CURB INTERFACES. 2. DETECTABLE SURFACE ON CURB RAMP WALKING SURFACE (REFER TO DETAIL, SHEET C600). 3. POINTS SHOWN ON IN THE PLANS HAVE BEEN SET AT FACE OF CURB PC, PT, AND INTERSECTION LOCATIONS. POINTS SHOWN ON UTILITY STRUCTURES ARE AT THE CENTER OF THE STRUCTURE. GRADING AND DRAINAGE NOTES. 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS, AND SPECIFICATION SECTIONS 02110 AND 02200. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION, 3. ALL CONSTRUCTION WITHIN STREET RIGHT -QF -WAY SHALL CONFORM TO SEMINOLE COUNTY CODE AND REQUIREMENTS. 4. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES UNLESS INDICATED OTHERWISE. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES I SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED WITH SOD PER PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL MAINTAIN ALL. AREAS UNTIL FINAL ACCEPTANCE. 6, RETENTION POND AND STORMWATER COLLECTION SYSTEM TO BE PRIVATELY OWNED AND MAINTAINED. NPDES PERMIT CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE "NOTICE OF INTENT" AND "NOTICE OF TERMINATION" FOR "STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES," PER FLORIDA ADMINISTRATIVE CODE 62-621.300(4). IN ACCORDANCE WITH FDEP REQUIREMENTS, THE CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE APPLICATION, AN APPROVED "STORMWATER POLLUTION PREVENTION PLAN" AND PERFORM/CERTIFY ALL INSPECTIONS AND RETAIN ALL INSPECTION REPORTS AND DOCUMENTATION ON FILE AS REQUIRED FOR DEP REVIEW, ALL FEES SHALL BE PAID BY THE CONTRACTOR, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES OR FINES DEP MAY LEVY FOR FAILURE TO COMPLY WITH THE PERMITTING REQUIREMENTS. DEWNrElUNG NOTES 1. IF ONSITE DEWATERING MAY OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL REFER TO THE DEWATERING REQUIREMENTS IN 62-621.300(4)(x) CONSTRUCTION GENERIC PERMIT OR 62-621.300(2)(x) DEWATERING GENERIC PERMIT AS APPLICABLE. APPROPRIATE BEST MANAGEMENT PRACTICES MUST BE IMPLEMENTED TO ENSURE THAT DISCHARGES DO NOT EXCEED SURFACE WATER QUALITY STANDARDS PER THE CONSTRUCTION GENERIC PERMIT. IF DEWATERING OFFSITE OR INTO THE COUNTY MS4, TURBIDITY MUST BE MONITORED TO ENSURE THAT DISCHARGES DO NOT EXCEED 29 NTU OVER BACKGROUND PER 62-302.530 FAC. THE DISCHARGE OF GROUNDWATER DURING DEWATERING ACTIVITIES TO COUNTY RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY UTILIZATION PERMIT, CITY OF SANF01W NOTE: AN INSPECTOR, CERTIFIED BY THE STATE OF FLORIDA OR EXPERIENCED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROLS, IS REQUIRED TO INSPECT THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN. INSPECTION REPORTS ARE TO BE COMPLETED ON THE CITY OF SANFORD'S FORM ONCE EVERY WEEK AND AFTER EVERY RAINFALL EVENT OF 0.50" OR MORE DURING THE CONSTRUCTION PHASE. THESE REPORTS SHALL BE MADE AVAILABLE 'TO THE CITY AT ANY TIME AND COPIES OF ALL OF THE INSPECTIONS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLETION OR OCCUPANCY. CITY OF SANFORD CTE: IN ADDITION TO THE CITY'S PERMITS, ALL OTHER APPLICABLE PERMITS SUCH AS SJRWMD, SEMINOLE COUNTY, FDEP, FDOT, ETC, ARE REQUIRED TO BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. UTILITY NOTES 1. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALT_ CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE STANDARDS OF CITY OF SANFORD AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 2. HORI KO1.TAL SEPARATION DEJWEEN WATER MNS AND SANITARY -OR STORM SEWER, WASTEWATER OAIR STORMWATER FORCE MAINS AND RECLAIMED WATER PIPELINES _ANG, ON-SITE SEWAGE TREATMENT ANQ.. DISPOSAL SYSTEMS. A. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER, REGULATED UNDER PART Ill. OF CHAPTER ,62--610, F.A.G. B. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. C. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET, BETWEEN THE OUTSIDE OF' THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62--610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER. D. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM. 3. VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WAT-R PIPELINES. A. WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE THE OUTSIDE OF THE OTHER PIPELINE, B. WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE THE OUTSIDE OF THE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SQ THA -T AL_I_ WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C. 4. ALL ON ---SITE UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED. 5. BACTERIOLOGICAL SAMPLE POINTS SHALL BE AS DESCRIBED IN THE FDEP PERMIT CONDITIONS. 6LS 0 Lu 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478,8749 Certificate otA.uthorization No.: 9230 q a .,y,n�n ..b m yn . 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I .1. i 11 �tt . i ,,, Q w � -;, It-, _. 11, - p & M r,.SS C(X?M'7�1 11 , , ..... .. ................. 1. -M-5 .. ., ­ , r- --m) ,1' - ... ..-,� - 2 f 1 ,,, , ._,_­`�__�_ : 11 , , ... . , , ", v. . . "�! , V I 11 I z, I .... .. J� 4 'VI /. .1 .... I NO, ,� -vll" G iv 1, , , 1 . I I I/ -1 _� .:7,_�._:�; - .., '.. ii, : ... I? . . 1 �, i ,,� 6 -;e ,�!,: ", � "",_,) - FR&QK;,0 !I _� ............ . (1, ..... . �It it- -, -�, .- -/ � " , 5 . . - _­ . D r f .. _�:�. , ­ .. - -�),_, J 4i Lh:) ; __ t . � ... , , , ! '.. I . : '. 1 � ... 114,21 '. - (� . ,.,.,.*.'1,.,.,.,. .1 / X6, I : ; - -7 - - I .1 I fqo j� : . : I f . I., i I I i . ly MEM g &s. - g ID ,r1l ' z��_I�s�_ - : P15H 4606 Ulu Ury - ,g jr,l so,�-4,,;, , 11. I r 9 " -_ ,!-$�� . . . � ; I 1, -4 --I 11-i I . f * .... * ...... y f , _� �­­___ , .� - ,, :. �1`11 6 I `,j�-- t:? , "('wf-s�:I.- vj7.�.,y . , I ;L -..f `pt -%F,1-...,. I I ­ '' . . .. '� i - ',C� I , . A., , , ... I ., � ... , . f : . N ,:,�,:,:_:, 11�1 I .. *11 'k - I ..... I I I.., I �, . gz, I , 'I, .- 1- T, .... .. .1- ci .1 ; . . ., . � I . - MNOWA-, , , � - ti 1 -to � liv 11 , I T 4 g-_ "..'. 6 �, . :�.% .,.� " .1 I'ss 1, L ......... . V 14 . . �* i 11 I :r i� -�­ ... , j H I . � ':!�,i, , � 11 - I IN I , I, 111 1I.- ,�: _4, I I� . . t . 'i ,;, � , . � 11 � � ; , ? 11 , ii 1�41 ,`� W., 11, I -, - : .. ---. __­.___­­ ------ ­___­§� `� , ,.--,.,. , 9".1 M ,L - ---a- . I . I � I ....... � � 1 - I 50162- -_ iv,my -1 " �,� ,,.V ........ . I 11 . �,. t�� .� q., - . I. "I �,i!t� ........ j! I J " t I I * , - ", gkr, -, I g 1� ........... . / I " . %. � -& , " , 'L . , I flg" 1 BEGIN 5o'BLDG, - ,I , . i .., I . R , �i .w ffl " ii � , , I - ", 11 � I,,, � i j,", h 2 ........ 1, . . ... 11 " , i� , ,(f! �J . z � _ [ � � I BEGIN 2o' BLDG. 1ff11`g.-­­'�, �iFizuei�i 11 .. , l'tg"��'g-4-'. , - " - ­g"A I * n, , � .� . ; I 4.- - -.,� �,_� �'1'1-411F'i - .l ....... ­ 1. I i I I 1 � . n � I.* ?", , I - . 11 I I i � �, ib �,, I , ,� 11 � I& ........... SETBACK AND to' . SETBACK AND 25' EXISTING SOLARA I � 1� 10 -1 11 I i i - I , - ,q , 1`�_" .. .4. . � ". I ) I I I ,1 . - -, -, , t, I 4 I I , A ffi ........ I . 11 1�11M_141111 w, I 'a _ I � %jlg .......... . I ­­,... . � s � . ] ", � NEW �� IN � 0 __ e ��i I T , . ..... , ! is If"N .".......... 1;�, � "M , I .. ' � ? . . * I 11 UILDING, i 1 -"' Ili, �j . ­ 11 .11 , 3. _ ; 1 g 114�11 Ili 1. ..i. `,­,._1.­�I1111­,__­.. - 9t , " T ._._.-.-:.-.- . .. ........_. /.1, I' F4 1��, 11 1 ,4 .1 .. __ J I . i "O� 3E == 69.90 � I I..... / . , i flEffir,[- j2� :1 1* !I I , � I ti I F11 � '111 11111" i . I ' ' gjii� " - , ' " 0. , -DSC,APE BUI�FER 1 LANDSCAPE BUFFER LAN APARTMENTS �, , , '. , 1, �1 , 1'. I- I I I �', ., � _' � � ,Ii� . i1f), 111 I I f �,:-f / " , ./ J 1 1 M, � I I ... ,.�. / ) i . If .�. i "A , I I , I ........ '. - .1 . 1. I 1. 14�1 � I . .I;.. '. �� / !-- J ! - , I . 11 - -- --- - U-��:-,-�: -- � � . ,. ", I � . . Ir tv / 1. , � N! � . � H I � 11 �. , i ............ ) . . I ?11 " � ! _ I ....... . ........... I �; 11 / , i`I',:�:: 11 I � i fir ' ��'s , I . . - I ; , .. .. .... /.] . . i I ;,... , J? I ! . i , e. 1 I I . . . . -, f ,.5 - , ) 1 I , ... ;J I "I " , . . . . . . . Z F jxj, I I ,.�� A ...... f ; , �. o-1 � � � . . . . I �. . - 5 � .......... * . '. *. *.,.,. %, '. [ - i . ! 11 . '. � 1, - pi,-._ . . . . � . :.:-:.,. :.. I I _- '. I P M�� , . , , .-,.� �� �� I %'��, " , T , I 11 � - R ,111-,- - I I 11.Ii I .j I � U." pi . .... ....... : . I 't t , , t ./ " / - I . i V'i EXISTING SITE AREA: SF AC I OF PARCEL " -5!,i "1 I [, 1 1, N I'vfi � ........ I" 11 - - PROPERTY. �-, il 11 ,� � ,�n I y I - -1 1. .,.........f \_ ;, i if 1 1 TOTAL PROPERTY SIZE: 557,884 12.81 100.0 I - � -� 985 RINEHART RD 1* ­ Al _ . � .11%illf ..........- I I I 11 �.) 4 , i. ', .. -i 11 I .15 I I NO _�., "... - I I.-, ... . : EXIST. IMPERVIOUS, 14,580 0,34 2.6 SA LEGEND: I ,P.M114 ! t i 11 .1 ­ � .. " - , "I NFORD, FL 32771 i 4 �, 111111 - .. 'pq1- -0, : '. � .......... �/ / � � 11 " .1 ...... ­ K�,'I,,'% I .,.�)k­ 'All I ..s.: ! 'w'r,"M " . ...... I . J - ,�:,)" - �� � . P , �,'T I . V'=Wln ; EXIST. PERVIOUS. 473,687 1 0,87 84.9 . �', _, '' . I I , 111,','� ;. ".. .._.......­ .- __ 1� i I 0 ", . ,41M, "M .. .1/ - "O ; ��' 'I 6 � . . I - / . . '? �, mag;,&X,�,-.. � . . - . ... ,,, & 1 I i i .. .... YJ ,ft �t� 11 .... I . . I . : I PARCEL 10: q , I 11 'I ,� 1, ... � I / .1 J WETLAND (INCLUDES BUFFER): 69,617 1.60 12.5 �! " 1� . %ligne-g ­ .1 . , ­ ..... . d -, �Rl_llilf�.TQ�W'MIMI I 32-19-30-300-00 kF_'.,­ -1 1, .- ... ; ! , t'ufi0r9M1 IM, . / I 1, I [.V� .. I , . 0 tffo 'tq�,,k , * ..... .. .. - x- A- CHAIN LINK FENCE i! 'r -.-,;.I/.- ; ly I . . V ., f I ) 1 "4.1 � - ­­�,.­og�i : '. :J i ..... ., V ___.. / ... . - 11. 'I ,�;g,.j��,�%g i ._..�.,4..,.,.........._,..- , W i . I ! ____ ... ____ 1-4 ­ , ,,F ��,,� "N := PROPOSED SITE AREA: � I , ,� , t / Y ZONING: 'jJ­-­'- . I , .k . ,�r T ) RX � - , " .. I " IOTAL PROPERTY SIZE: 557,884 12.81 100.0 F..,.:.,.__.. ---J i --i . 1_1 1� ." �, " -1 ,.I ! ..... . 'I � ,q 'i 1-s' .1I , R i . . T �� 'i � i I � A � r., , . 11 " 4 � M PD: PLANNED DEVELOPMENT I . , " w?i I ., -- ... 1 ",/. ��i.f-4"-n ii�,!, slil !'�P_;rn� / : PROP, IMPERVIOUS: 263,992 6.06 47.3 - - :::! PAVEMENT I , I I- -��.�-.� . I I , � ­­.. - I. . 'I ft I , . � I­jr . ... .. J . . � ! i . .1 -0 ".P.buN 90,; �. PROP. PERVIOUS: 224,275 5,15 40,2 .. I ; ? L r 0D Nultu,, I : .." - i :s, 11 : � I t ,� i EXISTING PROPERTY USE: 4 � � ; E �:� _�__ - J? / i �1 ! 1 4 V.- I ; WETLAND (I FER): 69,617 1,60 12.5 1 � �­-,':�,�-, :f / ,E .1, VACANT F_?' _.- i : - _ . 11 j, 11 I ", - - -, I -_ 1 , I f"! " I 11 Ing 1: .. ; I .: IICRETr_ , . . ?r 1, V A11,1- � ,-, ; / ; I - ; I -.::. t.,, - I .,I 1 jt ­ �I 2).1 (--, f . :1 . j '. - , .11 " . 1� ., .1 X - PROPOSED LAND USE. I, il � � ,11 I, ....,...a... . -; . X . 11 I i i r .'.') �z­ . . ..'.. f N-1 V I ; , � F.A.R.. I ; I � 1��.* , , , '' (0 " . / CAR DEALERSHIP - .�_ I , .� ., ,'� - ; PROPOSED BUILDING AREA: 43,328 Sr' .,.I , I I ... _ _ ,-�; . .. , . I ..... .. ." � I I ., Ae, I : "., I ..... .. f l I . ,� INN, 11 " - ...,.,.,.. - 1 43,328 SF/557,884 SF = 0.078 0 ! i J 1, �- 11 t " �, / i i . I, i gpli ; 51 -LE SETBAC&5,, " . : - �;­ I , "'ITIM ­ "', 1i - - - i i .%-�-/-:- --,';!I ', it � , i �'�­ Mi.- 1 'T 11 : I � I _wl - . , I I i .. ��Vli N* � I I , iq 11. i� ;��:, . / : -If i . GEOGRAPHIC BUILDING REQUIRED PROVIDED I i I , t,�: IN11 ... ,g K&M, - ��/--��` ,�_'�)- 'I,' i : I V 1�1.,N 91t9WN@g_ 15' ­ -.11v .�. - e, - ."'., '�,N h I �) ..., : . .8, L�g,M:� , I �. , / . i . ,,, ­4A%2zRqff y N -s" ... ­ . ; _.._ ... ,w: 'r LOCATION- , , 'M 4 i i 1 11 -1,, .. I 1 'R I, l,,�ffl , C 1�7 %. = ,,, *,& - . '. k 4'y11 141 ". i !" IC -1 , �,.!�f,s� 1� �,u '... 1. I "... i 11 LOCATION: (IN FEET): (IN FEET): 1 i � .� � 1� 'k, , g,q . . _ I i _1 . , I i ? - I - , ...... .. -1 I % .- I ,�., I . . . I - .,; � 50' 1 � , ,..4-, i � Ita. " " � _. BUILDING TYPE: I I f "o , I - , �, I - : I i,i m-, . -11 1111_irui� .._ ___. 'It. 'i I � IMI$111 "110, , ,�r'l WEST FRONT 50.62' : 1_ _-L , IN , ii 1 ,4 � I . 1. - I I �Ik� �, ,�� ........ . 11 11 . 1 1 ",§,p) � .1 .. . I -.-..- 11`1 i I I I .w, , -1.'.'.*.',%'. 1". e, j __...- X , 1_......, .'' I -> 1_,___...1 y PROPOSED BUILDING: FBC TYPE 11-B SPRINKLED - I '_ . i I g,��, �. . OA f�:* X 11 i .1 , N 0 RT H SIDE 50'/20 77.52'/62' It P,8'fflKZL;% '- .. (,-i 11 I 11 i 1�; j I 'I [I ,�� I/ i j , I 1 ."i I �Ifif ", . , , ,- I . f, I- ,. . , 0 -.-. I-:,:,. /. I t I/ i��*_, . EAST REAR 20J 32.50' " - 1v � � . ..... .,: i ;!.,"T , 11 BUILDING HEIGHT- � I � ?, I 'A4L I . ", ! '. � - I 111 . ".. . I 1 1 , .11 1 I I I , I � _14 �. , " .. . 4 �� �, , g,V, �1' , , . . , . 11 ` i I .� MR. -I ­ J'' . .0-4-," "I " SOUTH SIDE 50'/20" 227.40' 1 , :.,, _�l it 11 � l, ,- .1 1 .. 200'mux. I '3 , ... .." .1 i 1i .1i 7 1 P-1 .. I ... �!"_, ,1_1 I : . ll" I .- ill-. 1. . I I, �1.-' . 1 i ­ Al 1, _. 11 '­`­ : .. ) : ! H� 1. "I'll ...- . . ". I - ,"f ��,b -11 _ I 111" . - 11111- 11 .1 )r R ., - " I , ,�, - sf �­ 11 - . - 11 .1 . , e j, .. - - .. 61�,- ,.� �'_ I, .R _f44�1 . '-- " ­_ w-. III I /`::::7--.��.-- � ............ 1. 17..'* / " - -'tI . .� : t . . ;! J ". " 11". -An 1h I ............................ . - . . ...... ... . * ... I , I *-:::::::�- '���.�.'��� / - �0 - , 11�4,0 .1 e a " .�4­ �,�_ , i ! ' of/2.6/j.8 Plot scale; AS SHOWN :. . I : 17ENVtooi - �,� ! .. 0 ....... . I.... I ... / / � ,-, ! IF : - ` ,?�,,-�'? 6 ! I',j< : : . I ,_II'll i 1 "Mi I "', I 11 ........ ­ 1. ::::::.::::, '­ -k "*I-'-'.'-"'.'-'-'-'.'-'.'-'-'-'-'-'-'-* - - ............. , . I --'- .� Js �,­� `1 6, 11 � I �.` y ­, 11 EXISTING - ADJACENT ZONING- . �'., � � 1 I I !I I .......... ".,.,. 0 .... 0 ....... I.. . """ ....... � ....... _s__._.._ ........... ................ f - "I' .1 . . 11 ­­.­ (']__') . NORTH P D . . i 1 i . :I:, l 1. 1 ti , I ul I i !I I ....... / ... 0 ... I....._.....,........." I .. ... 11 ........... .. . � ....... ................ / ... .1 01'r i. i f . I FAST R-3 . I i it I t "t f -1 1 li I - -_.i I . . .. .......... 0.01 ..... I ..... 'i .. ­ ......... ... � I ..I.I....... ........... .. i ��, - .. * '' . _-, * ...':•:'.:.:,::..:..:.:,.. ! ....� /.'� � I -i ; ; SOUTH INST I : ; i t 1� I 1� i ',,+.'l ! -,...-.:.-!"',.��., . I .... I .? I . � I ",-'... ...- .. 1: -tJ. i I . i I J ; " WEST - I � ; : 10-11 I .EXISTING ts� . ...I ­­ ...... ­___ ADJACENT FLU: .: 7 I— . I .,I� 1 i I I I ...r'.. I..... 0'..., .1/ ............ ** - � �;�.,! .. , T2 .. ...... . . ?* , " -1 I .. ; 11 NORTH - (HI) 1-4 HIGH DENSITY I! ! � ;�.,,11 I I t ll I 1 , I �,�i - 1, 1 "I .�";,�','.O'.".:.:I,.:.:.,...."....,.. 11 -.'�� t / Z. ­­­ '' .1 L, 11 � 1. i i ! 11 EAST [MDR : , I 1 . I . -:­,jl� I i , -'­ . . . I .1��...,. .,.,.,.,.,.. , I i i s .. . SOUTH IN 3T .: .: : t ( ill I I � I 11 . .. I , , -.... - )- ,�,._:_.l::.:.:,E. .11 -.1 1§1 WEST VACANT I : . : : I I i, I I I Ill I I 1 j . . ..... . �J �'�..,I ,�_.... 0.I••'.'•'•'/.'.'• k .: ! f I . . :. : -0 ! .. I' t , ill I ( ii, I i I i I l h 1 -F I -t - f�f ...........I . . '_�,1�1?"11:-�.J-�:/ '' I I ­: I ... .. . �`,,,, '' '' ­ 4. ..� ; I I? '* i y " PARKING UIL (" CALCI 11 A-11ONS: !, I .; .: - i I J F i li I � !I I i 1 i� 1 � . �r . f- .1 *1/1-%, I . V_ I .w., , ­,�.... 1. 1. - - - ­% . � / J-1 11 . ; ;is 11 I : _ . I - � L E 1 INDOOR RETAIL SAI..ES: 1I SPACE PER _300 S,F. . I ... �­� . : .: : : .- � . .1 i f . � 1 ill ; I I .� - I:., i.,J 1 ,1..H I . I ..I �. . sl I i � - - i - � _'. / '-'-'-'- , P, *: * * , - - .. 11 i 11 : 11 i : / ; : i I- 11 . / 300 S.F. = %3 -- 67 FEWRED '9,895 S.F. / RL - : . : : f 1) I 1 1 , 1i I 1 ! I ...ki�'A .. ! ......, ., 11 � ...... 7 11 'I Ali T 0 S E R V I C: MIN. OF 2 SPA'C'ES : . : : . : I I I i 1 � i - i I I L !,� I I ( . � x ill i 1 I . I , , . . 1 " ! I -1-.I. � " I— ­ - . 10 I .. ' �,"/&' lir", , , ..,Z;.. , - / ­,, - - ;�i'114`,,'bf F'.. -NO , ­.. ;�pr,e ., .,. , 11 _ -, , : , .. I e lQ1­',,,�V,r.; LB I , - �- , . - / .1 I i ': i f.* � -f-1 SPACE PER 1,000 S.F. OVER J FIRST 4,000 S -E I : : I I ;,.. I 1 ,I I I I I I ,- ... -.- - .. ,�-'�,- - ­', o -o. !,,1';':`-' .I- �'til f - (W. VY 0. t ,,') I .. �­ '. �r �? ­ I , * . . , U . I I - / f m . - F 23,433 S� F. ­- 4.000 S.[, = 19,433 S.F / 1,000 S.F. = 19I4 ­ I -QUIRI:-D 20 RE L_ .: i : It 1 � !, Itl.., i , I 1 t ;� I " ,� 1;"! I , : , i " ".., �", ; i f .1 ..... y 11 .,.. I... �,.,i.. y 11 i ! i i . 101 _Q"RFD: I TOTAL PARKING R' 87 SPACES PROVID'7D: 87 F_ Ulm - il�l - SPA('ES - .: � .; I i �! I I -, '' � i , . 0 I'm .. If I J , 1 ,� _� ;�, f I . I i s . I ..... t t; % J I .. 1 I - IF S I HANDICAP 'S P A ", - REQUIRED: 3 SPACE' PROVIDED: 3 " " ' SPACES I- �) L SPACES : . : : : : I ; i 11 ! I t , !I . I - I J I I 1� I q I i h - . i��-�-�4 11 ��' / I %rt - / -N 1 ;1 / : I i it . / . . : : : ;1 .1 i i I i I t . - , , � it . t "! ,e_,.,_-,. ;'I . -17 E , * W, .1 11 __ TABLE PROPOSFD LAND USt. ­­.. . , 3 , If II 111 - '_ I I � t i I 11 / ,� . I M -'w , i If— - . . , , d, I ; , 1 -_ USE AREA ,.� 1L I L,G (41. F T. ) NSITY '-S-R. OPEN PACT I :;. i ; , I z _1 � � -.-.--- ­__­­____­___ ---. INTE i $ .� 1. , : 1 _5� 1, i I I , �n ! / ,--. -, - -!-, , J_k�_ a _:_�_ ) 28 .I . _- .. .- : ., :1 : 1. . . � ,..� * 'r .. . 11 AMELNIDED PORTION OF PO COMMERCIAL 7.62 -00,1 a 0.11 F.A.R. 80% (10.25 A"'.) 20% (2.---- . I _�',,� iO f . i ko . I �­ 11 \1 56 AC.) i � !I/ / � . " . f ", trl.,.�q " I "-) ,,,, .1 I .. �� '. - f! ; . W. .-A ` t, I. I e,,�. i ADDITIONAI PD AREA COMERCIAl 5. " 9 1 , .Ij . I ­ 1 -k f I {_ - I I 1; I 111, f ,4. 1. I __...., ___...,.____ . . ..... ­_­ --- ,_...--......,-------.-........-.....-.....- !I � If! I p ��. I'' � ! _r 41 - I.. TAI '12.81 60, ' I:, I "'i 1'� H , A, 10, I 11 I �- I 1. 0. ". � I I -�, jik �1; , J I- �!T_ _�__. 1i ,109 0.11 F.A.R. 80% (10.25 ACI 20% (2.56 AC.) . ),: . / i .. i, � i -In I , '. : . . . . I . I , L . I '. .. ­'! I I I I iit- ., I , ­ , � .*/ .... ... I I � I - f.1! ,' I I - .., � I " . 1�1 I �0. , .... 1, x , FOOTNOTES: I I '. . I'. I*.'. .1 - I" , , 1 ; . � ,:� ".;, . ,�, , 11 I ,'r " i C', 1�.), FOOTNOTES: : L I I . I _t , �,.,.% . . , . . I ,._.. �D i I i I !I i � i ". I !_ i I 1 . ! ! "I I i �_.` T I I. TIIE ALLO'h'ABLE BUILDING AREA IS BASED ON THE sot)THRIDGE PI) WITH N() NSW ENTITLEMENTS PROPOSED (ORDINANCE Na. 3356). t -) I ,;",. , , - , it"�,-,. `- j /; i".:i-*.".� i I �, / F 1 () J_ - 1J. .I. , '.-', .. 1-7, . D : �-, I I TI f7 - .f-1 - ? . e' i THE PRORATED SHARE FOIR TFIF , .. /fr, , ,I. i".� - A V:-, I i TITLED FOR 154,690 SF. OF COMMERCIAL- BUII-DING AREA. E r I L � r_ - 1_�,v I I I " ( ,-�.,S?y­ , , i i 1 1 i�_ TOTAL TRACT 2 (19.61 AC.) IS EN i r .1�3 . , - .1 :-.. .. . � - ,-,-, ., - z i -- , � �.-� 'J I/,' I-, I - �tt. i-,-- I ...... � S� .. , I �111 , * s i - A H ! ...... L_'I ! - n " , I � ,-,.., �. i I.., ,� _ ,- PORTION OF 'FRACT 2 INCLUDED IN THIS AMENDMENT (7.62 AU IS: '154,690 SF X 7,62 AC/119.61 A("=. 60,109 SF. I i I I/ , I If . ) : -7 VI -1, !`�I I � _. I 1 ", 1 1 " "r I I 'Nslva ,I .13, . .. :­ i ! s_1 .1 1. 2. ZONING CALCULATIONS SUCH AS FAR, ISR AND OPEN SPACE WILL BE CALCULATED BASED ON THE COMBINED AREA (AMENDED A I Z, I A ; "�, .�- r r I I - .". I - t " , " --,1-'?,J1Vif � - I I I � � 11� '?6.231 11 _'F PD AND ADDITIONAI PD AREA). FOR THF PURPOSE OF THESE CALCULATIONS, THE AMENDED AND ADDITIONAL AREAS " ;,`•• �'; , ,/ , , I � 4� - .. " I - ", I PROTION O - t , I I .. ..... I -,.A ��.,,, 11 I I I i L - W - " I , � i �,*.'� I _ - : '. __ E TREAT EPARATELY. FOR INSTANCE, 1 00% Oi- THE TOTAL ALLOWABLE BUILDINGS AREA MAY BEE PROVIDED WITHIN FE JE WILL I ; , 11 rd .X I , - j, . . 11M." i .­­ 1. y I Fu - 411, I I �� A - - i 11 I__ I IE I ._...... ;1 1"t __ --�i,-...---------.-.,-Z:."�,-...,.-.--..� I - ED AREA, , / . , � AMENDE _. ,­_­ .--- I—- ---",--*"-- 't, I V g�_---�..,_'�_ -­',' I --4,1111-1.._-'--'-' ­ 11�f :s 1, ,.Y.._._,--�4t ��.z, _1� �11 -, ,, C!'.1141.1111- �­ -N R/W. l­xr!!N­1,v -f6-­�,t . , A , I 1 1 1 t1-1 .K1 I ; . i (" I r A Eft � t­f­­ yp _f,d" Crf-111f,­1 1 �­Ivj - i I 1, U, J') LA -" " " ." j i I _•U e i 1 E , 1, 0A.1" 4. 6 - - -.A 1�� I I- I i .z 5T V,"Ti ,,� ... -6 ". ? I .1 . I . ! 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N`rf.a"`.i'i�t.-�,.; c',r..",.7t,.F;r:.`fi3c�.F.xitY,r rat.ri„,''r_�t.'.a,,a f "r?.x`- .-c'•.z....,",�:.rE:m%�i.,- �F;i~iFsif" -��."`!"`�fr l3fS t } i;a .F•..+n-�•zGET,i, r � y.E .',�'`amy, .`^.-w.s..r,. ,r_:: . rv- = sr'a•_s,<V_zt,-ti:,;;,.>,•>`.y. T ».�'..'...-.._- "1Y_--" _,I:_� _. w-. _.fJII�x ld_}a...:�,;%;Rs a• '_�,f' .t,_jI"_.w.'..xJ_�,y/,, ,e_#;.•: _4 _.`r'S.4.r>x-p3FI.•`ir,}.tf,.a?,»s,•xxj 14 . .0 t•�� .kyL;r:; tij<.i,'> 'tx.`"_3I�•..rR.,",�,i..,w" I....',s=._' .„t,ti r .r wr .•i -r? .l : U ift l - j1 'F _ &SLOPE TO MATCH �CO `i�: INLET 0 INV: 63.84EXIST. GRADE AT L PE TO MATCH EXISTING EXIST. BIKE PAT_10 3,-,GRADEAT PACK OF CURB 1" .7�°69.05 -4 , MATCH EXISTI .`- .r•s ss n r •,ht ' 1r; ,,�> ( s ._ t ! r .r1lr,'f f '•� s s 1 R. _ -,f _!? f .3`-J....".. , t €-" .:.'".�: =..,. �' 7 I INLET M �rz EXI- STING. Yr.a �: •r_�tr ryf : irY',v r - f>: • � �r ! l t �j }'I' r .,_....„....• qnvClENT GRADE TYPE TOP: 8.80 t..% �`0-11 59 49 r -,._,> - E INV: 6$.90 P TYPE n » INLET � n lJ i3 � � a'`^ .'<t �� £: F 0 1 c PAVEMENT GRADE J. `t` v f t •-f. .._ t 199RE INTO EXIST. TOP: UU•!t p `f•` -.--._ .... ... � _. f,S r -+ •..6_.9..M.6 5 ' �Z. j. 3,f Yr .- ��.ir.am:^>d`'�� `••�:_s._.'�u�i_�.. , _"•�>-t...>;._.1,.:Yr : ,�. .�=c...-IN_1;E=T IN;sY, : 6..r2._9aNW. INV: 63,90 tt:t � y .•3 }j' s tf e f,r./ .i-�...,<.� ty a•'`{ �,f I.69.40SV. INV: 63.95 '%++fI. { i s �'i r - / ;SP_F' ('•' A lP ...f^'� `•r - t-_., .. .._ _ o.#.�?. "" f . ".'i:Nd':J ., _lt "" -�-•'-. - r..crzz».„nr.:r.�x,t. --- -.a, f' t 9a 66, ra)�- - t. � t 59.60 •-3� ,. ......T ,. "` <'(it F 1 I � 7 t S i_ �,-{ t _ ^•..:1 / T '�C�t.. ^'^f � - MATCH EXIST. t. {• r / - ,r r 69.12 70.30 u t - f' 70.45 -1 i � } r &8.95 r ______.r>=.�..;_,__..:. . - -- 6.�.`�..$.a•F'' . ---- ?t -- ,-`' f% 'F iIitrt }91'KE if,f.,..:y•PATH RTH ;�I69.40.n 6 620 '7 -69.20 2. .o f 69.0 105 E Tt it cr% a`t'ti4 / ;J j s ♦�, • f#. 9.35 i `GRADE "70.20jlt ,69.45 F.69"0.19X D 1 WA69.25 70.x 69.45 .40 50 -6PYCSOLE 69.50 BOTT, WALL, 69.25 qµ . " F INTO ROGE MAIN .. ti + S•- : ; is•. o it .,,C-.-. 69.45 ~- r` ;r w/ 4nPvc 0 INV. 67.00 . �: 69.70 <' 70.10 1 TYPE "P' MANHOLE < € -ks_v��.••,,^r.l.,t: fifei`(i` i t EXT b�tI E I•"N i "I' j I D'TYLET P-60 ,60 30 .rT`OPP:TIE Ta MMI 0 . 5 NE, IN6V9:cxC6�(.6frt5 •2. ' .95 SW INY• 63 09 5aT0P: 68.E0 69.70 69 3 y698NE INV: 64 0$ !t( ........>°_i "_.I '- f !.,'�-Jl:.7.s;t1Ni 'tlT ,l�,R?.ytpJ ta{{3 t + 11I t( t€ # ''_.�,.'�,(``;,`s, tEIf�J; 'f' itt,}4r•\.P•t} 1 tt �G3tF >Ij }i 3 q� E�, '^i i �jf:~ {( ' 'r:1 -•I _I .. •A�GEa`Nar- .i•j�,.�'D 4 r "',P5a�.� VrY�t'r; ltC 10' 0tF1iy',' amx1,'{'MsyA„<i:.tNfi,�` {46'Ni'(t'57"t ?' ix66.45W. INV: 65.70 g" 69 • 00100 �8/! 4 I 0 .._ �1. PV�L'q�'j .v{.t ..._ _1./,w�l•f-.".�pK�-'(!�qtf_ .. .F_ +ar. i1 43J .. d 'TY �� tt 4 ':+;}dr e( ;Z. '4" c,S,* t r:»'T"t �"t+P35 - '''EF 'i, f ,'`' S -� </ + p• T�P �Iv 7©:JY .e'' {»y�1 td �(': "3, r } i i ,•�bG��,sygF�,, t � a,;ry ��1�[�S �' t `�t�; `�kj �tt Y !Y. ,''�.,�;:si a�'�a��.,�t s a) �: ,tet c'Y Y itch _ »• � ' ,Q Gi(1Tt UTAI•S . �A �C ., l�� � ,s'. °r}IF1t•¢rl . i �ai f ji l}� ii t6�j1,t, 9i`.0.t�Y'f',~ '�-3.. rs`Y � t t+t ) •,rI I'�,�f.'.-t1)�s5', -!i7ek 7}6Sr` .f-S'^."f9Y�trkt.'`£k' .� . 7f�r��r,`•r'. ;,J:iy' 5 sVcr,i 1st7`�ttr('fy`h,'X�if', 1t.ftt,Y-lfS'°r�3Yt�",#5'tP_srP'�:t�i Yi�§s.�'.I✓3i'ti,1>�t'r•�fr7.i•4.'n� sita'> « 'C'fy-'�r,iu{"Ft �, �t c-i.s,x•i77f }7yt1:tt_',�CYS-.Ya)1t'- r t'� a,•-t.t'dr�.`tt`'..it'Iixtf'A'iu>l, ;4ei(fs'rr �k 7, �is- Si,zty 'Sft', .. >t�{j Y(C.it;"zfir•!t1' io a`wHjst};�.tS� J�-Y�R ysn.si_''->:W >-FjJ�i� ,+f-.`t.�.fr,�6�ft•`-�;+ x.'�'rj `''9J�''.�..s.gE,.7`;•e •ttM x_,}�ik; J4„.;4,,;.,,,�)yr,�-4,Y,111,jrtTt',�{ak t. 0n.. .. : 40L17 -0 Pv4 xd „ -ianoi1 E t. ,E s2gLF-{VUPV(�ISLO?P: 3 }; ; ' r t 'lii� � �� 1` i I � AND 6"PVC. EXTEND BELOW X 00.54°/a ; of f 7 # EXIST. GRADE AT t I I i�� r4 I e EXIST. BIKE PATH a i= = vy5q,,{iI f¢ GRADE AND CONNECT TO MAIN Tt r > 69.0 I' ! r l 1 i I' , , �r IsEf , (TYP )1 t ; ( J �` 69.30 aTOP WALL` 70.00 ! I t i Vis, 5t as iY" t ' i .. i 1, f } } t i .' i i I t i I M fit4 a rY t ; #tg F i.s.. v t>.Y ,' t l e 3f'•., ii. t t ta • 4 Z} o f y°h`{ 4{I I T i u t'aYicdk' y i. ,< 130 } T. WALL: 65.50 d t # t 9. ,. i I s i •. `: j`tti� e it .fes 's'`` `t�` 89.87 69.15 / r r Sit^°i•=i ^#i f f per. f� /J' •_F"�� _. s '•.�:� i � x , I I : t . \�? � : {}f�, . ; '' �Y `���4+, ;rix "• `- f .al -7p��1� -� f r•` ° t s f 1 i L'•_1_�i ' ".+6fif"5 '` s4. ,k1. .Ak.,.,ll •t� j ii3t tt ?y,tf ,G:st}1;;t:,s:5 - ii!2 ti)tti }ttsf .C,__trf"r�• f }n� .°.�. tEf?_: i: .3)ffE- t}�� I `,;is1t iI t! i s}•, -.I. :r _!i_' I`;t:t+,} FS:fr: . II :{'isi?7C..F�te.6.s.c.tiit-9,1..vEl-e,";.l�st;l.�".�_i3'T'�c ;.< fTF"3�,•l .tt'S - r �-'�,fa f - `r'waYnT.rA.s. f ua_ o`- � t �JcI,. •�aat •�d-+f�. h <"t4s�.r..,;?'�ctrc.4�. ztttc`1u``cr,"1J• ti',�..�_:� a , t� +i�'-'�fz7 -w . t.�f .r:`; "` '�di uta ">(er, ;'U FG z, l6v.a�.'.,�k7Et. i j ° . ; j, c ` r r.e..'>63 ♦1O ?� s 1 1`14, t .75 rt TYPE �P 4CURB INLET i_ ft»O. INV, TOP: 69-53 ftr`t Y .< , I :NE, INV ski, { p•� ry/� o -r 5.,, , d d'h S • ' / c I i S n y:t,,.q .3 J P`y(f F gi{h!x , t �tJ:, t?��.' ) _. i _ - �yr Sirt' s�it tip. 1 .11. INY: V `1..t. V .37 )z ,(Ya .{, j � _` x � r, a srx ii 'i's s tf.S. %..S ,ir t It i �.I it's, 5i sl_ 3... 3,.'.tiF�+, ts+• ?c ) hl , ,i.� Pcr �"- '-+,:��-«' rxk #'•��_{} dt'- Est #ts.;< - r �, f f ! r t ,t•'Y`' t i S, . F_s s . - t t � � t�S' t,, 1 ',jte. ��t�� 'F~?"rt -t" ; rt ,,. rt F•i 't .,..�'i,.�!<V'.�vac"t�s�i"i ,��•� F. ,y `.r S` 1, INY: 65.50 I i X' i � ° i f t I t t >� '+: 69 7S � ?'•t�t. t', �4 s ��r • .� r tx5; FF - a {G§ xf � �i .1..0 f • -,✓, 1 ` ��. f C� bi 4514 -F fit °Tt--, - a_w, rl i t its. } • J . r 4 t YL > 69_87 _,_ • 69.87 ft ;r }1 i ra +2 tI + - ` ! S I i }I >4 � ,i •<`�,y 1'��ci s4 "��' � t ��. xn � , t r SyC 1 iu '6ti i V... ryt`G3'f } ter cn'' ' . d , !' J �rl :• .. ---+•- 1 • r 25L-d:P VC 01% 30LF - 6" jf} E �i xIt :,; 1i i w•j� i I{{ �ti IfI }� #5s.,.,,a} t;.5R.. , "••t�,da1__�?,_�-.E fi P`{f6 6>9.8% :'. )r�. , b-�."R d ct [t , '�t�'w YJe'..i �uvt Y4Mf�k tVid)3's,+r+Ztris> `t{ i .i t r P.u. V• r�C cu@nca1rX .FvtJZE _Ftiy,'s rs'%aa'YS*; • tr l6�_.7 J 1 0 V k t t}(l{lFifr i } f P if! 3 r :'-`_.i}Itl'' � ;,}If#'jVt!F;ttIsdt trt i'^ t dIikt}II • -. ittr.�,•:^ .f.°•;c-',,..T1,F r d6t,Iii :f'' 1s':S' ` s°iti ti i ItItISI -!t3>i Il ` PI."r.`tIr.P-= i~aI+it' 8s3t,b'.-',..I- lr tt1�r:T'J _t_,I ' istl i)ieLsC{ tfIrt� y°sr.,tu1 3 "i�iYo,�.uf�Sf^! .>q t < < t> 5 - r' =�tJ'titryit .+:-ur �qjd'' L .`r'f-is�`d Sk'S}5's'b>'i� ti�',. •r 6.i>ica�n :7`. ��t,i:`i`',,�`f,a>:�`«�I;rz:�,. ,+�.`ayi.f�tt7P `"zas.' sasy4.kA�{.iisttr ot4 �t•,fr'}iKti .�3 F �.4r{c,�d;,'Yy}},1� #J�i'ridr,3 ;fi`n��xf•31w�t,' ��jM­, !in ar:i tffr �Z S.r3Y 53i6..'it..6G .}.;7a'. 66 9a: .2. a6975,_ry fa yrtf V..t�• t -0 iMt IFta w �i�1 Ir"T roif;} IbV`ik7ii''7iDOW4iiFE ' } t T MACON INDUSTRIES CONNECTOR fAlD 6C, £T11 LQ{ 40 r , 7i? s 'i GRADE AND i CONNECT TO MAIN J^ f , _ y ; ♦ � -t . f f i C -----w 69.50 l (TYP.� 69.QG ' 69.65 r - t •} i I '+.>.� It ',t. t' .,t -r. m i•__ : • i 69.12 rli t i 1 J iv, `-lljF 1 I i 4'a•- 69.75. 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NE. INV: 63.45 t I �t f 4 t : SW, INV: 63.77; ��t''r, d•-P,.r' ',,.'��� ' � E'-'' i X37 � I q `i` ���7 ><;`1 a` f=. tfif� t t`� } �`{'' ��� f •r�r a, f ; SLOPE TO MATCH EXISTING GRADE t 2ts ti F�' i; `xf.rJi C(t'a,`. J%I°rr'tFkt(t� :,�t1{�.•^,ri,,`�4{- .,Ys tt t7.r rS' _ € itit} tts ' � i5t f'-`�4 _ I tt •.<F_-"{- ; tt 66,- r . 7I 11 �,,t II t t{Y�f i) a�' 1.�.t � !°' �i •=�Y ��._i� `}s..�2�),� '(i �1*` �a t��Y �it��.qq{���tjtit,t ` ', {/c�.; �� I t Y i'aI)t,i t`'�j.f`� ltu.' ,., rr;r ` NW. ;INV�3• 64,50 4.tt 5 0 3-�{ 6-o fj AT PROPERTY LINE 1 , 1 ii TO LL ` { 6907 1 ,.`i i• f. t; )I I i S I F; f}' a., t C ij 1 _ft A,' t�f �Y3t :�;;a �i i ..) f ;t S i s1� j a t ' t t �: � � gyp•t;�� ` . �� '�s9.ao � BOTT. vtALi_. s6' _tet i '• ;i' • { ` t ) ' "yam . � f . j. � aJ.`7-f�r. ts. ';S S sF-.. - s •Lv.. S _ �� s, 'S. - rt ! r r / f } f i fr,�• > i ial3 i '`..'1, N WALL: 69.25 BOTT. WALL: 69.25 t �' F K •.. ,° " i : i , s[-t{[[Ft : ••.'^ i� 1/ � -Y � Jt_�.#fr���,t4, } t��5r ` ;}" `ilipy}�yt�JQ��'t( ' i�Y �5. :�f. t .1 ` j f; t '.��3. i i } s �' 7 i - �f { '•'f - f j 1' 69.T5 ` ,T 4 ,s�Jj('+p�^ �1 t St.:S, , 1 7 Ili y o:'I-}-' i �•rr�s.. ,♦. f,-2 '�� .a. v{}C: ei;^k ;) 'i( s t ;�` l .j. iUg I)VL P, EPAAil7LK I .f j 4 ` i ~b ; i i £ t,}• - 1 r• x�e• �' g,>i t t i �: I a t t i t S ^...7 i i : ..�> r'pp L s"5� i Opti ? t S i evJ•'�t 1i �s _ tj _ j �l ,i k t ! P if-`rj i jA-.h i I t ! # t `i i ! t i ? .e } t .$ % ,.y3y" f!E t } �. f � e I ': �r iG . �7��,i�f: �� fs+, S , , � r,f '.. •! � tnt+i . t : � _ t i .l t t } I 1 S i tib r. 't I't,E d{a-s f'`r`i,.-, •'e t?#t ts,d i<ts i.i`' 69.5D yr # ''t t f. 1 2 p t P t t s x.a -# $ ac t iR•} s s,+ Y .{ �t r'l `.,t t'"t r j if�'y - �i�'¢s.,�Jr,�•r *`6S�4 9j.`7�jaJr��r YD�tt4., a'�1��1R7 ? 44�C�7Ytiiv,�,�:rJ- ''�Yj`,�t�ldi`!•,`Y4�tI�ti �• ',';t �})`. ��•.i�aFIr�•°Y�a41s�}k,�,�- � R €t�� 4.I jdIt�J}p.f�Z- zJ ,fhC t , }Pt: 1 IF_ . ii! r -t/ t >• --"''.._".•�"'r '/RR j�695Qj,'�/,,. j / ff ;` �1 •!, ,,;,`J.r� •tr'f 'i/j! `�t`%.f• ; Ii;,•J � it;it x?tit F ffJ jfb .._. d ' v'+t}i J i { f ` � j ) ,< •� F1i•;j r7 • � i' 4`.i^f"I t �� 6" INUNE EN n E t ) ..r -i,. pb f I. i •�.t � °�5 t \ *t of , tt :d , � 1 f f i 1 t f �; I r �' IIP'{ J' ! , #1 I I 31 :r:� 'r' Ij{t (dC 69. 01 ��t�7�Y NF1 �•t L a��fi Lely 1 j S E ' "� i !r frK i EKj J S� '`it it +j f",I._ C �it j h`£'�=t;�!It.''�k!af t4{S �5�,3; F`t ;y; ,t: �'I fry f`r, �` j' { s 4 } S s'T, j ,s s f' - • + - O- t / ' ~""°mow.. t _t At S i .,.-P i l � I s � I ' . 69.00 S � _t1,Cd�'�ifv �Y�'s1 ttht � .� Z�l�. , ...+S:3r : � !' . /'`�--.,,,•. I � �. < i t t i I z { } iE ii ✓ II rr a'� t} .y 69 67' ! , 69.70 P CI3. INV 66.25 j s f.,.;- I t >I 1 't C 1 g is �t i}h't }, A c 76 • r r t� t I c E t k 9 8 Y '6938 t f E l MR 69,15 s 69.93 m } I d i u r t i 1769 30 655' ; SLOPE TO MATCH } ' t I }` %;1 ! 66.Bo ' ',l -�' C SHEE.-r.' t 4 EXIST, GRADE AT 1• _ , i (169:25 ° 58.55 ' T / EXIST. BIKE PATH i,: f68.75 ..s C400-4 - GRADING & DRAINA+GF PLAN.dwq Piot Date : Mi. 02, 2018 1:27pm 0 PLAN SHEET LEGEND: LEGEND: CHAIN LINK PENCE V.^f PAVEMENT CONCRETE = M.E.G. MATCH EXISTING GRADE .1 2.D0 PROPOSED SPOT GRADE x 11,00 EXISTING SPOT GRADE - amu-- PROPOSED DRAINAGE FLOW 0 MANHOLE 190] INLET CLEAN OUT PVC HDPE RCP s f� r ,f fjc � F{ 0 PLAN SHEET LEGEND: LEGEND: CHAIN LINK PENCE V.^f PAVEMENT CONCRETE = M.E.G. MATCH EXISTING GRADE .1 2.D0 PROPOSED SPOT GRADE x 11,00 EXISTING SPOT GRADE - amu-- PROPOSED DRAINAGE FLOW 0 MANHOLE 190] INLET CLEAN OUT PVC HDPE RCP ,rte Z. 40A . r6d 355 Douglas /venue, Ste 2100 Altamonte Springs, FL. 32714 Telephone 407,4.78.8750 Facsimile 407,478,8749 I Certificate of Authorization No.: y`,? : C400-4 — GRADING 8c DRAINAGE PLAN.dwa Plot Date : kil. 02 2098 1:27o4n F,.� SLOPE TO MATCH I ­ AST NaIh/fcl 0555 - I 3 SLOPETO MATC14 AA 4 D 'xAl P, 42 GORNEDR 11'\4101 Lf 11 1 � WITNI(V 61,`6 11A' Z - !Z 4�) PT 5' �JWF,' N 0 U I'VII 4 6 016" A -j1V"T- 7- '15-7.26' W) DYWNEF.: EOGEIAINT 1' J'r PMB 42 P1111_141("IELIT_14�1 _30 00 007,10--_ 0000 PLAN SHEET LEGEND: LEGEND: 4 x 4'Chil NO in •3 -74 E- 0.28) J F -A! 4;'7111 4 C&I 71N 'Ll' - IE J W r"_" IL MATCH EXISTING GRADE 12.00 PROPOSED SPOT GRADE x 11.00 EXISTING SPOT GRADE : C400-4 — GRADING 8c DRAINAGE PLAN.dwa Plot Date : kil. 02 2098 1:27o4n F,.� SLOPE TO MATCH I ­ AST NaIh/fcl 0555 - I 3 SLOPETO MATC14 AA 4 D 'xAl P, 42 GORNEDR 11'\4101 Lf 11 1 � WITNI(V 61,`6 11A' Z - !Z 4�) PT 5' �JWF,' N 0 U I'VII 4 6 016" A -j1V"T- 7- '15-7.26' W) DYWNEF.: EOGEIAINT 1' J'r PMB 42 P1111_141("IELIT_14�1 _30 00 007,10--_ 0000 PLAN SHEET LEGEND: LEGEND: description date CHAIN LINK FENCE PAVEMENT A CONCRETE M.E.G. MATCH EXISTING GRADE 12.00 PROPOSED SPOT GRADE x 11.00 EXISTING SPOT GRADE W/26/.t8 PROPOSED DRAINAGE FLOW 0 MANHOLE INLET CLEAN OUT PVC HDPE 009 ---mm RCP 0 0 z .0 388 pouglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.8749 Certificate of Attthorizatiou No.: 923o �NY A 0 ID Jay A. 'xii, mg. reWA0.11 description date Ai Itesponse to city cominelits 5/2.'t/7.8 A &aNva by: JK checked by: JAK date: W/26/.t8 plot scale: A8 811OWN project number: 'I­7ENV1uos file name: C400-4 - GRAD[NG & DBYUN� WET -TAP EXISTING 12" FORCE MAIN WITH .. \ 12%4" MECHANICAL JOINT TAPPING SLEEVE, 4" RESILIENT SEAT TAPPING GATE VALVE, AND 4" RESTRAINED MECHANICAL JOINT PLUG VALVE. PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING VALVE TO BE INSTALLED HVK14UNIALLT APAIJ AtlAnUVINLU IN 'THE OPEN POSITION, REFER TO CITY OF SANFORD UTILITY MANUAL FOR APPROVED MATERIALS, REFER TO ROADWAY OPEN CUT DETAIL -1 THIS SHEET. REPLACE STRIPING AS NEEDED. WET TAP EXISTING 8" RECLAIMED WATER—,, MAIN WITH 8%2" MECHANICAL f) Ir. TAPPING SLEEVE AND 2" RESTRP,0hD MECHANICAL JOINT RESILIENT SEAT TA P1 0 Pr* I GATE VALVE. REFER TO CITY OF SANFORD UTILITY MANUAL FOR APPROVED MATERIALS. REFER TO CONE PATH OPEN CUT— t. DETAIL -2 THIS SHEET. REPLACE 2' WID DETECTABLE WARNING MAT (RE 0 (2) (3 1 t 6" DOUBLE CHECK VALVE ASSEMBLY W/ TAMPER SWITCH I Mr 1 1 WATERLINE KEYNOTES: (1) WET TAP EXISTING 12" WATER MAIN I WITH 12"xll)" MECHANICAL JOINT 'TAPPING I SLEEVE AND 10" RESTRAINED MECHANICAL JOINT RESILIENT SEAT -TAPPING GATE VALVE. REFER TO ury OF SANFORD UTILITY MANUAL FOR APPROVED MATERIALS. REFER TO ASPHALT PATH OPEN CUT DE _TA I THIS SHEET FOR REPAIR OF PA Si 1�firij�r i ,PE NEEDED. (2) 8" DOMESTIC–FIRE MASTER METER 0 ASSEMBLY HAVING AN 6" FIRE SERVICE METER WITH WITH f0j;GBYPASS 'M"_ER-JAND AN 8" DOUBLE CHLN VALVE ASSEMBLY. SEE DETAIL FIG, 501 SHEET 0802. (3) (1) 10"x6- -TEE (FIRE LINE P.O.S.) II i (1) 6" Q.V. 0 IF (4) FIRE HYDRANT ASSEMBLY 1 W/ SIGNAGE I 5I (1) 10">t6 'TEE 6"G." 12LF 6" PVC HYD. LATERAL 194.F 6" qYC F (5) FDC wl SIGNAGE 6"`x4" TEE 1OLF 4" PVC FDC LATERAL 1 11 II 4_ jitrsT_ CL riS ,f. C500-4 – UTIUTY PLAN.dwq Plot Onto JuL 02, 2018 1:26pin IT 141 JK A g c if z A % A 0, ... .............j f z i'U, V If _z ­ ST Ir" r f =4 _j I" R CLAIMED WATER METER' -'3LF 2" PVC lWM STUB–OUT, 16 KfEk TO IRRIGATIPWTILANS > --682LF 4" PVC SAN. FM_ 1IYI, P --vc PM -WATER WAT- SERVICE FA4 # F14 1 kip - ft i bj+Ila x T (2) 10" a I 37LF 6" PVC SAN.' T 01.00% MI I) I y REDUQER SAN-_ �3A!41 C Of #0 my-' 3.40 w" 5 R '80 -g �,1�'!n 1111, I MM W I Milli, re M N-uw 'le 1 -11 a I'M. ,, ri 31,10 R ININUNIIE !,gig 11110 BUIL IN m 6 9 -j 1 ti fiM< vq, i3{:, aiivw -"I W0ff 1 i 1T ` !-....•j �i T, ,i j hSi, V4"�L�`� t3'by 4 �r.t• � -t'q� *i � ,�'�,.��y•�� 00A*V,� ..'jiggg g I NMnl if�js 00$? 011 lit 'g, MIV ip(j J, '_ " I ;SiI , 111 111 ""Ilill, al i im �" I 1 .1 Yw 4 11".. 0 00i V JXN /* M & '51 yf 4i,�, r�,;Fv IXT If AMP", 7 A I IS 1,411, IS I 0 I& n-1 1 �"g m MN E F1 ow a '.S,-' .. WIM wi gg RimME r yin Ng P'' 'Opp In— ep grq�,w "I R ah tui - 0.0 kr f M rMr REii eJ j:j J� Lid f f ft L21 N00 & --?3 , �/Oj R gi 1,41 ME 0ikl All % !y SHEETICoi 5 SHE `'T 0502 4 N-1' 581311,43 1-, FF r�-.f 5 9.76 --?D OP---' 70.00 E. INV: 60.69 ziW. INV: 61.19 -.4w- -ZAN --- -5AN-- SAN— ;FM _FM , I har. ", C-01' N: 5845.59, E: 5187.6. 471 SAN. MAN LiA 69. NE. INV: S. INV:41. W. IN \ff 6 1� AV 5 V) –71LF 8" PX(i,_ SAN.- ,P0.40 Cli�5 123LF 6" P,,V(; SAN. V I.007b MIN. TWO --WAY C,O.,.#030 INW 62.90 SAN. C.O. #04 J r111 ,,INV: 62.80 ----/OWS #1 B 750 GALLONS -1-SAN. TWO-WAY I C.O. #03A INV- 63.40 #1A 4,000 GALLONS —SAN. TWO-WAY/ C.O. #02 INV: 63.90 (ASSUMED 6',�13.F.F.) 4 .0t Al'a Tr lr' _L 0 0 TD, L _jj -qjl) A I AbW1 Bt, �IAA FM - NOFE; - SUB -GRADE CUT TO BE COMPACTED TO 95% MAX, DENSITY AS DEIERMINED BY AASHTO T-11:10 CUT '10 BE REPLACED YANI AM 8" 3000 PS) "IGH EARLY V.01fACREIE ID 4Q1? OF EXiSlItiG EASE. CUT AREA TO BE PLATED OR PROTECTED ON THE DAY OF FOUR. EXISTING SURFACE To BE CUT TO AN AREA 5 FEET aFYONU BASE CUT. /_ PERMANENT 1101 ASPHALT REPLACEMENT CUT APPLIED IN 2 INCH MAXIMUM LAYERS 8" HIGH EARLY CONCRETE 5' TYPICAL 5' TYPICAL 4- 3,000 PSI CONCRETE (REMOVE / REPLACE TO THE NEAREST JOINT) R 12' THICK COMPACTED WIRMUL To 98% 403D- PROC. MAYL DEnsily (ASIM 0-1551, AASVITO T1180) SUDGRADE (COMPACTED 10 Exisr.NG 95% MAXIMUM DENSljy) UTILITY PIPE OEM!-� -- . - ­- M�- wj�,wnow I , �Wfi­ ; it " City of Sanford Utility Department Pretreatment Section S.UAR&TOR UESICN -OIL & WATER SEPARATOR DETAIL (L)ESIC-tl IS NOT rO SCALE) PLAN VIEW OT, J TJ EXISTING BASE EXISIING BASE tQ I" TYPICAL Z?i SUBGRADE (CUM� (COMPACTED TO ISUEIGRAJUI GENERAL NOTES. EXISTNG 95% MAXIMUM I DENS{TY) 1. BASE REPLACEMENT SHALL SOOO psi HALL OF PAVEMENT RESTORATION HIGH EARLY STRENGTH CONCRETE. 2. ASPHALTIC CONCRETE SURFACE MATERIAL 1. LONGITUDINAL CUTS MAY REQUIRE OVERLAY/ SHALL BE REPLACED WITH THE SAME TYPE RESURFACING OF THE COMPLETE WIDTH OF OF MATERIAL THAT EXafED.AT THE TIME THE TRAVELED WAY, Of REMOVAL. OR AS APPROVED BY THE 2. UTIUTY PIPE CUTS AT IWERSECTIONS or STREETS COUNTY ENGINEER. GENERALLY MAY REQUIRE A COMPLETE OVERLAY/ 3. M!NIMUM. ASPHALIIC: CONCRETE SURFACE RESURFACING TO [HE END OF ALL RETURN RADII OVERLAY THICKNESS SHALL HE ONE (1*) INCH. AND ALSO TO A POINT TEN (10') FEET BEYOND OR AS APPROVED BY THE COUNTY ENGINEER. THE CUT, WHICHEVER 15 GREATER. 4, ALL JOINT CUTS SHALL BE MECHANICALLY 3. ACTUAL REQUIREMENTS WILL QZ AS STATED SAW CUT. ON THE APPROVED PERMIT. r1r, 19 CONCRETE REPLACEMENT HOT PATCH ROADWAY OPEN CUT DETAIL - I 4- 3,000 PSI CONCRETE (REMOVE / REPLACE TO THE NEAREST JOINT) R 12' THICK COMPACTED WIRMUL To 98% 403D- PROC. MAYL DEnsily (ASIM 0-1551, AASVITO T1180) SUDGRADE (COMPACTED 10 Exisr.NG 95% MAXIMUM DENSljy) UTILITY PIPE OEM!-� -- . - ­- M�- wj�,wnow I , �Wfi­ ; it " City of Sanford Utility Department Pretreatment Section S.UAR&TOR UESICN -OIL & WATER SEPARATOR DETAIL (L)ESIC-tl IS NOT rO SCALE) PLAN VIEW .;n �E_04 KEYNO'fES - UrrIIA'PIES (01) 2.5" PVC WATER SERVICE TO BUILDING. REFER TO PLUMBING PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. (ALL 3" PIPE MUST BEAR THE NSF MARK AND MUST HAVE A MINIMUM PRESSURE RATING OF 200 PSI.) oil 6" PVC SANITARY SERVICE @ 1.00% MIN. TO BUILDING. REFER TO PLUMBING PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. pDq 4" PVC SANITARY SERVICE FOR OIL WASTE LINE. REFER TO PLUMBING PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. 6" PVC FIRE SERVICE TO BUILDING. REFER TO FIRE PROTECTION PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. 6" LIMEROCK IIA3C, COMPACTED To 90 MOO. PROI DENSITY (ASTM 0-1557, AASHIO 1440) SUUQRAD E (COMPACTED TO 9,59 MAXIMUM SUBGRADE DENSITY) I. ASPHALfIC CONCRETE SURrACE MAIERJA! SHALL LIE REPLACED W11H IRE SAME 'TYPE OF MATERAL THAT EXISTED AT THE TIME OF REMOVAL, OR AS APPROVED BY THE COUNTY ENGINEER. 2. MINIMUM ASNIATiC CONCRETE SURFACE OVERLAY T19CKNESS SHALL BE ONE (1) INCH, OR AS APPROVED BY THE COUNTY ENGINEER. UTILITY PIPE SAND OIL SEPRARTOR CALCULATIONS: "'NN SERVICE AREA; 261' x 68' ;-- 17,748 S.F. – 100 17,648 / 100 = 176.48 + 6 (FIRST 100) = 183 x 7.48 = 1,368.84 GALLONS REQUIRED. SERVICE RECEPTION AREA: 36.5' x 68.5' = 2,500 S.F, – 100 2,400 / 100 = 24 + 6 (FIRST 100) = 183 x 7,48 = 224,4 GALLONS REQUIRED. TOrAL SER)LtQE L&E _ 1,568.84 + 224.4 = 1,593.24 CAL, REQUIRED 1,000 + 750 = 1,75G GAL. PROVIDED PLAN SHEFr LEGEND: 0 AeA Z ".4 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407,478.8750 Facsimile 407.478.8749 Certificate of Authorization No.: 9230 V 5� El 7" 0 IS, Jay A. Mjy , V,4 revision description date & lkesj)ouse to city coinmeats 5/24/18 A L drawn by: JK checked by. JAK date: 01/26/18 Plot's ",C.. AS SHOWN project number: 17ENVlOO1 file name. C509-4 - UTILITY P.L,AN.dwg OT, J TJ .;n �E_04 KEYNO'fES - UrrIIA'PIES (01) 2.5" PVC WATER SERVICE TO BUILDING. REFER TO PLUMBING PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. (ALL 3" PIPE MUST BEAR THE NSF MARK AND MUST HAVE A MINIMUM PRESSURE RATING OF 200 PSI.) oil 6" PVC SANITARY SERVICE @ 1.00% MIN. TO BUILDING. REFER TO PLUMBING PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. pDq 4" PVC SANITARY SERVICE FOR OIL WASTE LINE. REFER TO PLUMBING PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. 6" PVC FIRE SERVICE TO BUILDING. REFER TO FIRE PROTECTION PLANS FOR INVERT AT BLDG. AND CONTINUATION INTO BUILDING. 6" LIMEROCK IIA3C, COMPACTED To 90 MOO. PROI DENSITY (ASTM 0-1557, AASHIO 1440) SUUQRAD E (COMPACTED TO 9,59 MAXIMUM SUBGRADE DENSITY) I. ASPHALfIC CONCRETE SURrACE MAIERJA! SHALL LIE REPLACED W11H IRE SAME 'TYPE OF MATERAL THAT EXISTED AT THE TIME OF REMOVAL, OR AS APPROVED BY THE COUNTY ENGINEER. 2. MINIMUM ASNIATiC CONCRETE SURFACE OVERLAY T19CKNESS SHALL BE ONE (1) INCH, OR AS APPROVED BY THE COUNTY ENGINEER. UTILITY PIPE SAND OIL SEPRARTOR CALCULATIONS: "'NN SERVICE AREA; 261' x 68' ;-- 17,748 S.F. – 100 17,648 / 100 = 176.48 + 6 (FIRST 100) = 183 x 7.48 = 1,368.84 GALLONS REQUIRED. SERVICE RECEPTION AREA: 36.5' x 68.5' = 2,500 S.F, – 100 2,400 / 100 = 24 + 6 (FIRST 100) = 183 x 7,48 = 224,4 GALLONS REQUIRED. TOrAL SER)LtQE L&E _ 1,568.84 + 224.4 = 1,593.24 CAL, REQUIRED 1,000 + 750 = 1,75G GAL. PROVIDED PLAN SHEFr LEGEND: 0 AeA Z ".4 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407,478.8750 Facsimile 407.478.8749 Certificate of Authorization No.: 9230 V 5� El 7" 0 IS, Jay A. Mjy , V,4 revision description date & lkesj)ouse to city coinmeats 5/24/18 A L drawn by: JK checked by. JAK date: 01/26/18 Plot's ",C.. AS SHOWN project number: 17ENVlOO1 file name. C509-4 - UTILITY P.L,AN.dwg Q? Q a.w 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.3749 Certilic;:tte of Atitho.rization No.: 92',10 fj JAYr f 1 VV' P.fron civ t �l ` Jay A. ICla.3sar`��.� rc�;P 4 fry'�'1t1N iPLs/'N +I�w �u P� revision descliption date Z 1 RCSPO Use to city cam.axCUts 5/24/18 A U L drawn by: JK checked. by: JAK date: 0a/26/:i8 plot scale: AS SHOWN project ziumber: 17ENVlooi lite name: C5004 - UTILITY PL AN.drwg x Future Curb And Go Construction �`-"- 2U' R Ur lis Shvsyn On Plan,- 0" i' 6" JGtte( --•� /�, + rG_ Same Shue A5 Ad f atent Pavement t i i I t L ., C i %' t xp. JoinE q I Tu mm�. I / r Joint Sr_a) Valley !;Utter Curb And Gutter• t _ /1' Exp. Joint And t PIAN{ Preformed Joint Filler --1- �� �- Concrete Pavement For details dr+pictiny usage adjacent to flexibtr pavement, see diagram right. „......_.._...._..._.____....-�w��_.___..-._...._ - TYPE A o a to l% i rti \ 1 ,A"-�\ �- Joint Seal SECTION AA TYPE F l 6" i' -G" ['-JU"' 1'-2' fU" !'-2' ry i ~ ` _ --• Cant. Pavt. G pe Slo7f�....___...__.�_"____._......._..._ r t 1 .• a �+ Fit Ulo e T o F1' Fxp. Joint And ay Preformed Joint Filler TYPE £� ' � �' r @• tit : - �� ti ;�;. a W ,• r 7� _ Joint Seat r. Note: To he paid for as parent curb. t ell --.._...--------------"- SECTION ->9 R..__._--•---_--___--_-•, DROP CURB � '�/ y° / Standard Shoulder tine Eo I Earth Barna )' G•= Shoulder Paven?crit I ` -.m--_ _..-_ _..- .-.. ; _._._..._._._._ ......_ ��_._._-__._-. (� _ _,moi-.•--••......- -'""-- - j _ - `"' Ccnc. Pavt. ^•--- ` ��, t M1M1�1� 61_>�_._____---.____.__._..._._._.._..._// W r 1� __" i'�-'•',_._ %a' X11, luirrt Flrr!1 Preformed Joint Filter - - �.__ •_...-. ...,...,}.. TYPE D All note: For use arljacant to concrete or flexible pavement, concrete ' SHOULDER GUTTER drown. Expansfoa joint, preformed; joint filler and joint seal are 8., required betNeen curbs and contrera paven7ent only, see Sheet 2. ,3•-6•• 1 ...-........... ...... SECTION CC Truck Apron Surface yl, CONCRETE CURB Spectfled fit The Ptans ' I t� � 2'' circuratiny VALLEY 3UTTER ,%_.-�� : % t ' e i' Roadway Pavement iisrr usa✓ all side of raadwnys, tile cross _ .Jss 5)Gpe of the shalt m�' l{ atch the cross .slope of tti2 adjacent pdmnerc, The thickfiess of the Ifp Yf shall be 6", unless Gttwrivlsu Shawn on plans, ,A Rotate entire section so that guttor cross Slope matches stupe of adjacent J'••j' circulating roadway pavement. ..•�.;__.___--___.wl TRAFFIC REARING SECTION FOR USE IN Fut' use adjacent to concrete or flexlVle pavenieat. For details depicting RUUNUAIJ(JUl' CENTRAL 1stANU coNSrRUG7foN u5oye adjacent' to flextple pave,77ent, soe Sheet 2. Expansion joint, preformed TYPE RA John filler and joint seal are required between curb Sr gutter rand concrete, pavement only, See 511eet 2. CONCRETE CURB AND GUTTER LA`ir �� DESCRIPTION: -2015 INOEX SHEET Ri vrsrvrf �, O CURB CURB RB A -IND O I" Jl":l� R Nta. NO. FD 07101100 a DESIGN STANDARDS 300 1 of 2 s. , 3 } s g r •. � - s E: r �r r i.! �t g, s ' , s+ i , t }at. 1. 4• �. .� ' t�Jl. � aar•� M 1I til cng-:Yay 4,. Arrow 24 s.f- LAST REVISION 01101114 4" s t t r k t t: t t F } 3 E r a } I F t F k i r' k I t r t� r 1 F , E 7 ! 3 i } } ,.rel F { C 1 T > Id - . r f 13 5.f. 20 5.11. 23 s.f. 2� s -f- . ,79 s.f. 20 s.f. 4„ r ! € NOTE: When arrow and pavetnerlr message are G"- € used togetltmr, ttre arrow st+all be located down r r 'Ef rh sr. ea of the pavernen. message art) shalt be separated tram the pavement' message by a } t distance of 25 tease or Clio arrow to the base L r I of the message), Stop massage shall be placed 21 from 'back of stop line. rt t HE Through Turn Preto mt7af Lane U turnSymbol Lane -Use tat?e•-V�e Lane -Use Arrows Arrow Arrow II s.f, Turn: and Through 27 s.f, 12 s.f. I7 s.f. Lane -rise fJfMENS1flN5 ARE WITHIN I" Right Turn Arrow To tie Revel ted, Arrow 29 s.f. PAVEMENT ARROW AND MESSAGE DETAILS 4'-4" C r P re -U" Precast s° c_F•P 1 ! Y_4• [_JSP �� l 3'-0' Prec- s]57 - C-1 -P I ; -1" Precast i so Po s �.-.._„-.-. Yee --___,__----,_S fr:l'o 1 6" Gi 3•-U' _ U' Preva. u "r 34)"fr �'" Yrecaat - !J 1' F - _..J' 8 C^ f_t n G:, -l: j„ a Precast~ 'i 62-1 Precast ,u I a` - — - — „ .. to t{Rr 1 -- C 1-t' I _Center' Of Box _ ._.. ._ i afar Of EGx t p Center' Of dox Locat.lon Reference Precast Location Reference PLAN PLAN Precast PLAN Location Reference d Precast '-4' L 1-P X -D" Precast SYd• C-t••P sYv" C -1-P lam- T-01' Precast C -1-P -1 .�'.-1!..C--.!_n_... 3Y1" ecAasm !�.----• - _-_----.i.1.._._..-.t.'.._I.."._. 3r4' Precast C-I.vP 4 Precast Pre:'E"rfeY-ceP_ab sO_t1 tS Groto See index 201 r - At ? j C'1. 1 See true. 201 ° - Horiz.. fall Rciof. 13 - 3' Cl. E%ebnit �•: n; t florfr.. Wall livinf. t OJ ca i a ^ (5ee Table 3)self, lnde,l n Y fro liars - 't i / # 1 t Ctrs. #9 Bars Bars qt _ v , - (; 1?" Ctrs. Cal 12" Ctrs. - � t � f✓ V C••I-A \`, C':IY! L -t Y j �,__ -M Har: C9' IT Ctrs. Precast #'-7 Bars Yrgca;r - 44 flar5 SECTION Ce' I::" ctrl, SECTION II" Ctrs. Precast SECTION (short Bars) HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL RE.'INFORCING SCHEDULES (TAULE 1) SCHEDULES (TABLE Z) SCHEDULES (TABLE 3) RIAX. SPACING WALL Tit Sr,-HfauLt AREA (ir1• eft,) BARS WWF DE 0'-75'^ Al2 TYPE C WALL DEPTH sc•HEouLE 7B;EA (111.11ft.) MAX. SPACING BARS N741F U' -i -7.arv.„._ Al2Y 0.20 12" B- HOLES A6 _.0.20 fi,_ S" la-iY A4 0.20 Ti% o REr-rp. project number: 12ENVloor J v WALT. DCPTHSCHEDULE �rhim AREA (In.zrft.) mkc. SPACING BARS WWF U' -i -7.arv.„._ Al2 „- Ab 0.20 0.20 - 12' 6” 0" —.5.1 HOLES 85.5 0124 -56 - tQ-I5 0.5 0.37 Ti% o RecgrmnGnde<7 ala.rimor7) Pipr .sore: TYPE D TYPE E .2'-a' 4yaff - to Pipe iir><urnnl@r?d4d Maxi,rum Pipe Size: Re-on7rnended ,v,axirnual Pipe Size: 3'-1" SYdll - 24' Pipe (18" whero an )lr• pipe enter; a 2'-U' wall) a-!" Wall - 241 Pipe 3r-0^ 'tall - 24" Pipe -T.-J" Wall •- 36, Pipe 4'-G" Wait - 36" Pipe LAST ci UESCRIP'r1UN: 701 iNDEi; SHEET REv1s1oN u: FDO D -'Ii 1 C 1($'f�TIT )M a[�I1�.11; ' `i"YPES 'C D B Al'�ID H Na. Na. 07101105« - DESIGN STANDARDS232 1 of 7 -------___ _ GENERAL NOTES ,s ,c J . 1 - Bar's 8 f t - rr 1' a . YP ryy G C I L 1ii Cofifer -• ,.1 V - Groove ,a r Groove r .r d i •• i ( J vl i 1J tj r.ri i I f �luIIIf n, J ---Joint SP71 1 ,f / f c• )I .l _ m n S 'I v r 1 i• _ r � 1 1 a Vat es 'U i I t is �'• l u Cl. yp) 3 i•BarA liars A (T ( ii Tt `f : (T yp•) 1, ES QUANTITIES FOR P� MA U ES WALL_ ESTIMATED r rE a -� �rhim _ F 1 LINEAR OT OF WALL PER N Y'fEEP NEfGt7 CUVIS erONCRETE, )i ( CY REr1T,i HOLES r G drawn by: S EGL T checked by: JAIL 5C'FJEMEf SCHEME SCHL-'N71< plat scale: REr-rp. project number: 12ENVloor J v _ l _ 008 1 0.11 (0.201) T 003 3 {'7) No t 011 0 20 (0-32t-) O,U9 t5 NO 31 Q, zf01 7x) 0.1_J t t6`1 t c v, e-> i� _0.22 0+32 i 0^47 (0.65")u 0.113 6 f'r+$) I fes 0.43 065 (0.85x) -0060 7 (81) Ye. l Gravity walls constructed as exrrn,los Of reinforced fo cod c rcr .._ retaining wd!ls% d, ce t walls of proprietary H_ . n shall have the Satfacet r urr+ and frr1 as the reinforced concrete retalnrrJ wall.. Concrete for Gravity Wait , calf be Class ,rl r elf Section =17 Contreta for Stheme 3 1rnct ! n Stab and 'latf,rcRailing y shaN be Class it faet, Section 316. tlrtless atherwis,r .spccffied fn the plaits. sir f. ) Reinfurcinc steel 1,1 3. c � b_ Aa A619, Gra1(e 80 or GU provided at tile max. spacings shown. ASI -ill A185 Sinooth or' ASTM A1197 Deformed Yf hied Mire ReiaforCerl?ent 0"11R) n,tay be substituted on an equal area basis. fao not increase bar{tv7re spacing for Grade 60 re rf r cfag steel or 4. tYrien re()uired, for ad)urrct yulderaii See tine plans, Index No. 870 of, 880 as appropriate, For adjunct Type, B Bar Li-- " fence see Index Pic. 802, r 7 r r; S. Joint sear to be two layers or :30b+ srf,+uoth roofing paper t r- ' - i f :L • ESIMATED QJAN.0065 NOT'65 w. now--'Ij�"f(--"" •t;l ,~: or Type D-5 ueotexthe fabric fn accardence nrith iddex 1 ala. 199. Moo all contact surfaces of concrete and roofifry ''� _-•Ji Ground For Scflerne J Jfutctrvrt Stab and Trarfi, Railing see the rr. -- -�7, -r•,� / ti; t - _ paper or gevtextile fabric with cut' -back a5pha,<. Stop > {{( r, �-z_. referenced Design stufainrd.s for estimated quantities. II i)t reface Bars A & p gr roofing paper or gaotextile fabric 64r below top of wait). 7-1-1---' i 1 j( if'� c/jul iu u • d? !u f" Ci. Ctrs s. (ntax.) eft Zr'tT , Cluantity fur 1-a' Toe Depth in 5chunie ?, b. Provide a continuous t x, t' clean gravel or crushed rock {^ / / v " t r <{1 drain for wall heights 3 ft', and higher, Wrap drafnaye layer Neap rJ add /,/ Flu(e - _ ._ _._. �• u 'rJtoi as showri, with Type U-3 geatextile fabric in accordance • --�, - awith irrlex idv. 1J9. Provide B"x8" galvanized mesh with uperrins, at ttte inside end of the pVC Drs:rt Pipe. f ! � •/'1 t: p 1L w �� � -' , Urvr'naye Lager J p r� Q / �i ` ° c And PVC Drain Provide 2" F! PVC Draitl Pipe (SCh, 40) at IU ft, max, Q17Q layer -" ..,r -•-) II �1' r!l t:., r of 30# 5n -,00th / : i a t \ (See Note 61 5pacrny {vYherJ Drainage Layer required). Locate minir•:urn Roofing Paper 11 It - )___.......... 2'-(J" clear Of s all joints, _ _ _ c'x_.0 \'//X'-\ 7. Cost o. reinfo(cfry steel. face texture, finish,- joint seal, (ryp.) Il Il + ---- --- 6" Cl. (t T" Prepare Foundation Per drain pipes, dratnaee !dyer, fgolvanieed mesh and ycatextile _ l olerar+ce! - Spec. 455 (Spread Fuutings) fabric to be Included in the Contract Unit Price for Concrete Class N5, Gravity Viall. Cast of concrete for function Slab ill, KEYWAY & WALL JOINT DETAIL Schett:e 3, to be inc€uded in Contract Unit Price for Concrete (TOY VIEW) fences SECTION Traffic RaUinfr Barrier With Junction Side. Adjunct railings or fences to be paird for separately, 'BILL OF REINFORCING STEEL 117 Yvhite Ski With Biack Ifj' Black Contrast P MARK t SIZE LENGTH . ` CUrrtrast. Ylida 3a Gaps r AS Regd._ J y, a arrm line 3U' 3U 30 301 (i' 9" E �.._.. Faye of awed shoulder' _-- --- -- __--- _..._._. ,cud Yellow care Lfne ,n, rd Vlhrtn rdy(-, !.rue or t. -1-G,. _ r y. p-._.V.v.B...._.._ 4 As Regd�._•_•.-.•_._.-...- G i ;-T 1:7%, a >lvpes 5 J:110, ICY IV ICY ICY_,_- 3'-Fi" goon, Offset- or face of curb Traffic Railing (Index No. 4ZU, G'-10' Dotted Extension Line Edon of caved shoulder \ t:6 ` ,51Ue)e5 sJ 1:6 ( r f _` .(n ....w.._.... - for TrafflcYRa shown,f)otype Plans - F Y_ �3�- a s Off set 7'_3„ or Fare of turn _._....—__ ___ �""�"' - -"-.- _ „.•. ,r• g type) f3Afi BENDING DIAGRAM 2 % ,:Lade Erne BASIC COLOR RULE: ) 3'-6" 5 Off:>s. 0 6" S 1J` lU fU' IU IR` 1a 1G' fa !a IU' ]:6 lopes 1:li2 I`•3"MIn. offset-_� ____._ } ricl,en,e; _ G" .°bite lines separate traffic tS+ C" tU .ihfte Skip SYiht ICY f la BfarA Contrast _.. .---- _ _ r 1 : , s 1 1 , r , : rr Live Load Urnit T fir, Che Sarno dile torr. Ye(!nw ' i fifack Contrast and 70 Gaps Slopes -~ -._ `icIiierrre ! 4rr 2 1 1 IV separate traffic frr opposing G G 6 n 5 b 6 6 b b G _ _� { pe5 s 7:6 - 6_-fi" Min. Offset w { r I i directions, Yellow dotted lines=7-J 2a 2U' __i 2a ll��j 7.0 6" a _ I ._ I arra be used in tial cases. 7r"i ' ' i w Livc- Lot1J Until j _� �'• i golfs -Estee Passing Pru; ibfted (Yelluev) Y p" Solid Ylhite ChanneJ)eint Lia;k ✓ IV' IU' ICJ ` Ja" is JC' !U ` 1U � „ S?e General -•-,. I --'jolt Reinforcement Wall Joint sp<�R4`- !t' \ l ' Black rr,4y ba used fir; combination ? Y d' Noted % " vrhen required Junction Stab Is - -- {J' -i3 Max.) -fir' with wh Ce for broken lines where G , 8 and 12 l ;; . f Top of / r i t„ NUMMEMMSee General . i' (See Plans index Series r10V) .fr••i a filth.-culurc:d p�irment duras not � � l;: - .."- ,.Y _--•- - r; -.. .,.. ) Coping \ f G" t provide sufficient contrast with W 1 Note d .� ,; -- ,t t -� • - ---t BAR A -f CONTRAST MARKINGS tt<<` {• f I- t Che nlarkfags' 3' -Sr Skip, 6vhlre Interchange Lfrts � F, i DoubleSolid Yellow (Or Whit \ i 1 t . l 9' 9' 9' 9 a' y 9' y -V y V y `i a _{1 i' Slofoes upro p It if �6 t it a ft ,r sr ,: :, u I t CU Max. 1:I�• to Max. L•1 I? G ! S 3' 3' 3 3 3' 3' 3' 3' .3' 3' 3` T .3' 3' 1 P-rY' Mill. to 51101 1'-(J" Klin. to itt6Y i _g til• (Except for slop-,,; h is r x-� Skip Carle Drop Lille Yield Lines 5-1R" X X7" steeper' titan 1:2 a ? 1'-0" For Slopes I:Jf, o f for wall Height <?-U"�to White triangles facing •'j Z -a' For Slopes :> J:1 ti•• m kf^'• 2'-0" Min. to SHV! :°j L("r 10'-3a 51Wp White or Yellow Center Line } Lr y 9' V li y y y 9 91 lY y .9' 91 -j traffic equally spaced with .vat! h@fights 3', a_ ri, 5 \ in g o Edi 30' 30' .3a 3a - G` Q d _ Jz, within travel Zane with then 7-0" Min.) .. }• for Wall Height .> _`-0" r 1 , , j -• ,I 11 ;! _ dtlrlftiVltal trlanQlP •c, •l _ '•U" 1�1ir1. -,_. \ Il } ._. { - `Sf•kS - F i If t , r, n - ,1 "1 "C<aFB. t r , �n IU 10` l0' 7U 7a 3 3' 3` �' i 3' 3' :i' 3' 3 3` 3 3 3 1 1 usfr!g same .sparing (Y_i e Iv ,FIV! -�, ;,^ Y; m-� L....`\`. -^- rOTESt ____. -�--i vrhen a take fa,;e --- /tW- ! w-„ i IL All bar dhfiensiotls are BAR f3 27" is present, - .__...„_._.__. { _ yy out to out. ( 1'-Q" i' -Cf' For Vaal? Height 2'-0" 1 2. Lair splices for Bars A TYPES OF PAVEMENT MARKING LINES YIELD MARKINGS 5C'HEME 1 SCHEME-' 2 21-Q" For Wall Height > Z -Q" ' SCHEME 3 a -nest be jWWraram P -ti of " (No Traffic Loaning Effects) (With Traffic Loading or S/opes > 13r,11) (With Traffic Railing) . r ON: 2015 INDEX SHET r_Asr o fJE'SCRIPTroN. FD DESIGN STANDARDS � INDEX SHEET + ° 2 i+ N(}. Pon. R£VISJOPI n d `Y:���}fAV1I' WALL NO. NO. FDQJT DESIGN STANDARDS SPEC,I. ,L, L1i�AR I[I`�G t�.R]C.t S �z� ,. FY 201Z/2013 17346 1 of 14 01/0.(/11 ' 6011 1 cr =lien ne : C601--2 -- SITE & FDOT DETAILS.dwg Plot Date : Jia!, QZ 2018 1:29pm r ' z . 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile •407.478.3749 Certificate of Authorization No.: 9230 , ^rnq Op 4j:a9�ot c, lA"r � '-i.+•+ 1' ✓Zpig I r� Y�� a�f. c 0,p. f �r Y .ray rS,"' �,'AcannvF°f4 t`r1,. .• Jay A. I Irx>11I.1.1I 11)�'iTti rd �rhim MMr � r mrP 0 s Y ` LLt 1 ,r S u' t 1 r+S r G y��o:ares za”" ��uuwuuui,V.w �1 ro„ R�UI f' ,9rr I d: a I i � u t ,r w n?,a. ,gt;�raen y rt� I revision description date A A drawn by: JK checked by: JAIL date: 01/26/18 plat scale: AS SHOWN project number: 12ENVloor :File naine: 0600-2 - SITE 1'k FD0T DET1.1.1: i,�i, kid' 0 I -U 385 Douglas Avenue, Ste 2100 Altomonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.8749 CL,rtificateofAutliorizationNo.: 9:a3o rr u I Jay A. Klima 4-iD X45 i revision description date L A A- IL A &awn by: JK checked by: Rule Mate: of/, -,6/i8 plot scale: AS SHOWN project number; 17ENVloot file 0700 - GRY),L)ING & DIANA(