PINELLAS COUNTY STANDARD DETAILS

Transcription

1 STANDARD DETALS DEC/2017

2 ROADWAY AND RELATED CONSTRUCTON: 1100 ENVRONMENTAL 1105: Median Soil: Composition and Depth 1111: Tree Protection STANDARD DETALS 1150 STORMWATER TREATMENT AND CONTROL 1200 DRANAGE AND DRANAGE STRUCTURES 1250: Storm Sewer Cover 1255: P.C.E.D Curb nlets (Types RC-3, 4 and 5) 1260: P.C.E.D. J5 & J6 Curb nlets 1265: Filter Fabric Wrap and Grout at Structures 1270: Anti-Clogging Device for Pond Outfall Control Structures 1281: Underdrain nspection Manhole Type : Underdrain nspection Manhole Type : Roadside Underdrain nstallation 1291: Pavement Cuts, Excavation & Restoration 1300 CURBS, DRVEWAYS, PAVEMENT AND SDEWALKS 1305: Curb and Gutter Type A and Header Curb 1315: Valley Gutter and Transition 1340: Concrete Driveway Apron 1345: Residential Driveway/Sidewalk Paver Detail 1353: Sidewalks through Existing Driveways 1357: Guidelines for Sidewalk Alignment 1360: P.C.E.D. Type A' and B Handicap Ramp Detail 1365: P.C.E.D. Trail ntersection Crossing Detail 1380: Traffic Sign nstallation nto Concrete 1400 BARRERS, BARRCADED AND FENCES 1406: Barricade with Reflectors 1500 MSCELLANEOUS 1700 TRAFFC 1700: Concrete Square CCTV Camera Pole 1705: CCTV Mounting Detail 1710: Electronic Route Marker Detail 1720: VVDS nstallation Details 1725: Mast Arm Conduit Entrance Detail 1730: Dynamic Message Sign STANDARD DETALS NDEX SHEET 1 OF 2 REVSON: NDEX 1 OF 2 NOV/2017

3 UTLTES: GENERAL DETALS: PCU GD 1: Trench Backfill Detail (See 1291) PCU GD 2: Main Clearances Detail PCU GD 3: Tracer Wire Layout Detail PCU GD 3a: Tracer Wire nstallation Detail PCU GD 4: Valve Box/Tracer Wire nstallation Detail PCU GD 5: Concrete Valve Box and Collar Detail PCU GD 6: Reverse Deadman Restraint Detail PCU GD 7: Bollard Detail PCU GD 8: Jack and Bore Under Roadway Detail PCU GD 9: Jack and Bore Under Railway Detail PCU GD 10: Fusible PVC/HDPE Pipe Connections Detail PCU GD 10a: Fusible PVC/HDPE Pipe Connections Detail PCU GD 11: Pressure Main Restrained Joint Detail PCU GD 12: CUL-DE-SAC-Potable Water Detail PCU GD 13: Typical Pressure Offset Relocation Detail PCU GD 14. Automatic Flushing Assembly Detail RECLAM WATER DETALS: PCU RD 1: 1 Reclaimed Service Connection (Non-metered) Detail PCU RD 2: 1½ or 2 Reclaimed Service Connection (Non-metered) Detail PCU RD 3: 1½ or 2 Metered Reclaimed Water Service Detail PCU RD 4: Reclaimed Water Flushing Assembly Detail PCU RD 5: CUL-DE-SAC Layout - Reclaimed Water Detail PCU RD 6: 2 Offset Air Release Assembly for Reclaimed Water (Below Ground) Detail SANTARY SEWER DETALS: PCU SD 1: Manhole Construction Notes PCU SD 1a: Standard Manhole (Pre-cast) Detail PCU SD 1b: nside Drop Manhole Connection Detail PCU SD 1c: Outside Drop Manhole Connection Detail PCU SD 1d: Doghouse Air Release Valve Manhole Detail PCU SD 2: Sewer Air Release/Air Vacuum Valve in Manhole (12 Pipe or Less) Detail PCU SD 3: Offset Air Release Assembly for 4-12 and Larger Sanitary Sewer (Above Ground) Detail PCU SD 4: Sewer Service Connection and Clean-Out Detail PCU SD 5: Depth Limitations of Sanitary Sewer Pipe Detail WATER DETALS: PCU WD 1: PCU WD 2: PCU WD 3: PCU WD 4: PCU WD 5: PCU WD 6: PCU WD 7: PCU WD 8: Temporary Sampling Point Detail 2 Permanent Water Blow-Off Detail ¾ or 1 Potable Water Service Connection Detail 1½ or 2 Potable Water Service Connection Detail Typical Fire Hydrant Locations Detail Fire Hydrant Assembly Detail Parallel Fire Hydrant Detail Water Quality Sampling Detail NDEX 2 OF 2 STANDARD DETALS NDEX SHEET 2 OF 2 REVSON: NOV/2017

4 ~ 1. 6" FNSH SOL LAYER SHALL COMPLY WTH SECTON 162 OF F.D.O.T. STANDARD SPECFCATONS FOR ROAD AND BRDGE CONSTRUCTON, CURRENT EDTON. 2. REMOVE UNSUTABLE MATERAL (EXSTNG PAVEMENTS, ROADWAY BASE, LMEROCK. MLLNGS AND OTHER DEBRS), TO A MAXMUM DEPTH OF 18" BELOW FNSHED GRADE N MEDAN AREAS. MEDAN FLL SOL, FOR AREAS THAT ARE EXCAVATED, SHALL BE NATVE STE SOLS APPROVED BY THE ENGNEER. N THE ABSENCE OF SUFFCENT NATVE STE SOLS, REPLACEMENT FLL SHALL BE SUTABLE FOR PLANT GROWTH AND APPROVED BY THE ENGNEER. EXCAVATON AND REPLACEMENT SOL SHALL BE NCLUDED N PAY TEM FOR "EXCAVATON OF UNSUTABLE MATERAL." 3. DO NOT DSTURB EXSTNG MEDAN SOLS EXCEPT TO REMOVE EXSTNG UNSUTABLE MATERALS LSTED N NOTE NO. 2, OR TO CONSTRUCT PROPOSED MPROVEMENTS. 4. GROUND SURFACE ELEVATON OF MEDAN SHALL BE AS SHOWN ON APPROVED PLANS. CENTER LNE OF CONSTRUCTON SODDED MEDAN (SEE PLANS FOR WDTH) 1' CURB EDGE OF TRAVEL LANE (TYP.) TYPCAL SECTON NTS 5' SEE NOTES NO. 2 AND 3 MN MEDAN SOL; COMPOSTON AND DEPTH

5 ~ 1. NO TREE SHALL BE REMOVED UNLESS SPECFCALLY TAGGED FOR REMOVAL BY THE ENGNEER. 2. THE CONTRACTOR SHALL TAKE SPECAL CARE NOT TO DAMAGE TREES THAT ARE TO REMAN. 3. ROOTS GREATER THAN 1" DAMETER SHALL NOT BE CUT UNLESS OTHERWSE APPROVED BY THE ENGNEER. 4. ALL ROOT PRUNNG SHALL BE PERFORMED BY AN SA CERTFED ARBORST N ACCORDANCE WTH ANS-A300 STANDARDS. 5. STOCKPLED MATERALS OR UNNECESSARY VEHCULAR TRAFFC SHALL NOT BE ALLOWED OVER ANY TREE ROOTS SYSTEM. 6. BARRER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PLANS OR AS DRECTED BY THE ENGNEER. BARRERS SHALL BE MANTANED N PLACE UNTL REMOVAL S DRECTED BY THE ENGNEER. 7. COST OF ALL TREE BARRCADES SHALL BE NCLUDED N PAY TEM (CLEARNG & GRUBBNG). 8. SUBSTTUTON FOR WOODEN (1»x 2» MN.) BEAMS WTH OTHER MATERALS REQURE PRE-APPROVAL BY THE COUNTY ENGNEER... * DRP LNE HARDWOODS DRP LNE ** PNES AND CABBAGE PALMS REQURED DSTANCES FROM TREE TRUNK * 2/3 THE DRP LNE OR 6 FEET, WHCHEVER S GREATER. **DRP LNE FOR PNES/CONFERS AND CABBAGE PALMS OR 6 FEET, WHCHEVER S GREATER. 2/3 OF THE DRP LNE FOR HARDWOODS FULL DRP LNE FOR PNES 1" t 2" X 2" (TYP.) BARRER TREE PROTECTON V~. FERNA!f, )~ \~..-t''..?-~- ~ REVSON: 1111

6 NOTES: 1. THS COVER S NOT TO BE USED FOR SANTARY SEWER MANHOLES. 2. THS COVER MAY BE USED WTH FRAME TYPE, OR AS DETALED N F.D.O.T. NDEX No TYPE SHALL BE USED UNLESS OTHERWSE SPECFED N THE PLANS. 3. MATERWS AND FABRCATON SHALL CONFORM TO SECTON 425 OF THE FLORDA DEPARTMENT OE TRANSPORTATON STANDARD SPECFCATONS FOR ROAD AND BRDGE CONSTRUCTON. 4. COVERS FOR UNDERDRAN CLEANOUTS SHALL BE LABELED UNDERDRA!N AND NOT STORM SEWER. 4-NON PENETRATNG PCKHOLES COVER, NONSKD SURFACE PROJECT CONSTRUCTON YEAR----' TOP VEW BOTTOM VEW L.. 23%" %.r ~:z222?,~~ '--w --H-t-~{t --i1i--w PROFLE VEW 1250 STORM SEWER COVER

7 ~ 1. SECTONS 'A'-'A' AND 'B'-'B' ARE ON SHEET 2 OF SECTONS 'C'-'C', 'D'-'D', AND 'E'-'E' ON THS SHEET SHOW TRANSTON FOR TYPE 'A' CURB AND GU'TER (PC NDEX 1305). 3. TRANSTON FOR TYPE 'F' CURB S ON SHEET 4 OF SECTON 'F' -'F' S ON SHEET 3 OF RC-4 S SYMMETRCAL ABOUT THE CENTERLlNE. 6. RC-5 S CONSTRUCTED WTHOUT WNGS. F L TO BE PAD FOR CURB AND GU'TER 4'-0" GUTTER TRANSTON CURB TO BE PAD FOR GUTTER 4'-0" GU ER TRANSTON CURB re DriE nr~ FL FL E 2'-0" 4"~ CONC. SUPPORT POST (A.S.T.M. D3034 P.V.C. FLLED WTH CONCRETE) CONSTANT GUTTER SLOPE SNGLE WNG RC-3 WARP GU'TER 0 L C:NSTANT SLOPE {EACH SDE) E D PLAN VEW NTS GUTTER TRANS. CURB SECTON C-C SECTON E-E P.C.E.D. CURB NLET (TYPES RC-3, 4, AND 5) SHEET 1 OF4 DETAL NDEX.D.: 1255-SHT. 1

8 ~ L RC-4 S SYMMETRCAL ABOUT THE CENTERJNE. 2. RC-5 S CONSTRUCTED WTHOUT WNGS. USF 1266-BJ SLAB TYPE RNG AND COVER. c.o PAVEMENT t BARS 6" O.C. EACH WAY (TYP) VARES 3' -6" MN.., 7'-0" MAX 8" RENFORCED CONC SLAB W 5 6 O.C. EACH WAY TYP SECTON A-A NTS 6" RENFORCED CONC. SLAB 'fl #5 4 O.C. EACH WAY 3'-0" = t':) - #5 BARS 6 o.c. EACH WAY (TYP) 4" CONC. SUPPORT POST (A.S.T.M. D3034 P.V.C. FlUED WTH CONC) SECTON B-8 (VEW THROUGH NLET BOX AND WNG TRANSTON) P.C.E.D. CURB NLET (TYPES RC-3, 4, AND 5) SHEET20F SHT. 2

9 ~ 1. RC-4 S SYMMETRCAL ABOUT THE CENTERLNE. 2. RC-5 S CONSTRUCTED WTHOUT WNGS. TO BE PAD FOR AS CURB AND GUTTER BC. TRANSTON r RC-4 S SYMMETRCAL /ABOUT THE Cl: TO BE PAD FOR AS 1 Dm CURB AND GU R NLET BOX WN TRANSTON VARES TOP OF SLAB 3'-0" BC \_BOX\ 4" CONC. SUPPORT POST SEE KEY DETAL ON SHEET 3 OF 4 SECTON F-F NTS ADDTONAL # 5 BAR ALONG ENTRE LENGTH OF NOSNG # 5 BAR NOSNG DETAL NTS 1~ "-...+-i-1- w~...w---ti...,- 6" WALL KEY DETAL NTS 8" WALL P.C.E.D. CURB NLET (TYPES RC-3, 4, AND 5) SHEET3 OF SHT 3

10 NOTES: 1. THESE NLETS FOR USE WTH AND WTH F.D.O.T. TYPE 'A' CURB AND GUTTER, AND WTH TYPE 'F' CURB (FOR USE WTH TYPE 'F', SEE DETALS FOR TYPE 'F' CURB TRANSTON). 2. CENTERLNES OF NLETS SHOULD BE LOCATED AT PROPERTY LNES UNLESS OTHERWSE APPROVED. 3. COVER FOR ALL RENFORCNG STEEL SHALL BE 2" MNMUM. 4. SUGGESTED MAXMUM NLET DESGN FLOWS FOR 0.4% PROFLE GRADE AND 1/ 4"/FT. CROSS SLOPE. RC-3: 4.5 CFS (3'-6" WDTH) / 5.5 CFS (5'-0" WDTH) RC-4: 6.5 CFS (3'-6" WDTH) / 7.5 CFS (5'-0" WDTH) RC-5: 3 CFS (3'-6" WDTH) / 4 CFS (5'-0" WDTH) 5. NLETS SHALL BE CONSTRUCTED OF RENFORCED CONCRETE, AND MAY BE ETHER PRECAST OR POURED N PLACE. 6. CONCRETE SHALL BE CLASS, WTH Fe' = 3400 PS (MN.). (Fe' = 4000 PS (MN.) FOR TOP SLAB). 7. RENFORCNG STEEL SHALL BE GRADE 60, DEFORMED, AND SHALL CONFORM TO THE REQUREMENTS OF ASTM SPECFCATON A 615 (GRADE 60 TOP SLAB.) 8. WHEN NLET TOPS EXTEND NTO SDEWALK OR OTHER PAVED AREAS, THE FNSHED SURFACE OF THE NLET TOPS SHALL CONFORM TO THE FNSHED GRADE AND CROSS SLOPE OF THE ADJACENT SDEWALK OR PAVEMENT. TO ACHEVE THS CONFORMTY THE DEPTH OF THE NLET SLAB MAY BE NCREASED WHERE NECESSARY, AND/OR THE HEGHT OF THE NLET SDE AND REAR WALLS MAY BE NCREASED OR DECREASED AS REQURED. HOWEVER, THE THCKNESS OF THE NLET SLAB AT ANY PONT SHALL NOT BE LESS THAN THAT SHOWN N THE PLANS, AND NO ADJUSTMENT SHALL BE MADE TO THE DEPTH OF NLET OPENNGS OR THE HEGHT OF THE TOP FRONT EDGE OF THE NLET SLAB. 9. UNLESS OTHERWSE NOTED, ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL HAVE A 3/4" CHAMFER. 10. F.D.O.T. TYPE 'J' BO'TOM MAY BE USED WTH 'RC-3', 'RC-4' AND 'RC-5' NLETS. N SUCH CASES THE STRUCTURE BO'TOM MAY BE ROTATED AS DRECTED BY ENGNEER N ORDER TO FACLTATE CONNECTONS BETWEEN THE STRUCTURE WALLS AND STORM SEWER PPES. 11. NLET SHOWN S TYPE 'RC-3' (SNGLE WNG). TYPE 'RC-4' (DOUBLE WNG) S THE SAME AS 'RC-3', EXCEPT THAT T S SYMMETRCAL ABOUT CENTERLNE OF BOX, AND RC-5 S THE SAME, EXCEPT THAT T S CONSTRUCTED WTHOUT WNGS. 12. SECTONS c -'c' AND 'D' -'D' ON THS SHEET SHOW TRANSTON FOR TYPE 'F' CURB. 6" 2'-0". LO.... ~ EP....!_"!ff (JP --l--1;-:,_~.:~... ~ ~E~;ON D-~ ~ -i r ~ 1255-SHT. 4 P.C.E.D. CURB NLET (TYPES RC-3, 4, AND 5) SHEET 4 OF 4 ~. FERNANDfZ,. P.E...,..,,P }1'(',:.,,, { '2! ~...c1,,,,,~. r 1../...;t>1;t::J>J' / REVSON: ~ oa

11 ~ 1. COVER FOR ALL RENFORCNG STEEL SHALL BE 2" MNMUM. 2. NLETS SHALL BE CONSTRUCTED OF RENFORCED CONCRETE, AND MAY BE ETHER PRECAST OR POURED N PLACE. 3. CONCRETE SHALL BE CLASS, WTH Fc'=3400 PS (MN). CONCRETE SHALL BE N ACCORDANCE WTH SECTON 346 OF F.D.O.T'S STANDARD SPECFCATONS FOR ROAD AND BRDGE CONSTRUCTON. 4. RENFORCNG STEEL SHALL BE GRADE 60, DEFORMED, AND SHALL CONFORM TO THE REQUREMENTS OF ASTM SPECFCATON A UNLESS OTHERWSE NOTED, ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL HAVE A %"CHAMBER. 6. SEE F.D.O.T. NDEX 211 FOR GRATE NFORMATON. 2' DA. COVER r<i, NLET (NLET TOP TYPE 6 SYMMETRCAL ABOUT <J.. ) A B f---.-.~~:i:::=:::=::=--====~~~~i=-:t-=~~-+-+-::j 0 NTERMEDATE BARS (DSCONTNUED WHEN SPACE BETWEEN ADJACENT LONGTUDNAL CLOSER THAN 8" CENTERS) TO BE PAD FOR AS CURB & GUTTER 5'-0" l_p 6'...,' '-6" 10' -6" - SNGLE WNG J5 TOP VEW NTS LMTS OF NLET CONSTRUCTON F.L. OF GUTTER ~ r-~ TO BE PAD FOR AS CURB & GUTTER THEO. GUTTER GRADE SECTON P-P NTS 1' 1'-6" -o.. SECTON 8-8 TRANSTON NTS (CURB NLET TOP TYPE J6 S SYMMETRCAL ABOUT THE CENTER LNE) ~ P.C.E.D. JS & J6 CURB NLETS - SHEET 1 OF 2 (MODFED F.D.O.T. JS & J6 CURB NLETS) ~ 1260 SHT.1 /" - ~. FERNANrtJ! P. E. ',# ' ' /!} L /'-. G{.:,--j,.<» *:'/(A~(:_.;;/.:. "' '/ ( "'- REVSON: ~ ~'A

12 NOTES: 1. MANHOLE COVER & FRAME TO BE F.D.O.T. NDEX No. 201, TYPE. 2. CONTRACTOR TO SUBMT SHOP DRAWNG TO THE ENGNEER FOR APPROVAL PROR TO CONSTRUCTON. 3. J5 DESGNATES A SNGLE WNG NLET. 4. J6 DESGNATES A DOUBLE WNG NLET. No. 5 5" CENTERS. (PROVDE HORZ. HOOK ON THROAT END OF TOP BAR) 3'-0" NLET TOP 2' -0" MANHOLE ACCESS 1'-6" 1'-9" SLOPE TO MATCH ADJACENT CURB WTH 2" TOP RADUS AND %," BOTTOM CHAMFER OR 1~" RADUS 2" RADUS o. 4 6" CTRS. "2 -ro %"CHAMFER No. 4 8" O.C. 6" No. 4 BENT 8" O.C. No. 4 8" O.C. NLET BOX OR RSER 4'-6" (CONCRETE COVER SHOWN) CONSTRUCTON JONT PERMTTED NLET BOX OR RSER NLET TOP: No. 4 TOP 6" O.C. No. 4 BOTTOM 6" O.C. SECTON A-A N.T.S. r- ~ P.C.E.D. 15 & 16 CURB NLETS- SHEET 2 OF 2 (MODFED F.D.O.T. 15 & 16 CURB NLETS) DETAL NDEX. D. : 1260-SHT.2 - ;<// 1 o i!.,-a ir.:t O Vt!!', FERNAND~. P.E.. ~ - ~-\c;;:'.,-l,~fi" /'' - /,.) ''"''{ -- ::.,./ / / '\ REVSON:..--(id

13 ~ 1. GROUT TO CONSST OF 3:1 SAND-CEMENT MXTURE OR ANY CLASS CONCRETE. 2. FOR ALL STRUCTURES, UNLESS EXCLUDED BY SPECAL DETAL, BRCKS SHALL NOT BE USED N THS AREA, UNLESS THEY ARE COVERED WTH 4" THCK (MN.) CONCRETE ABOVE THE BRCKS. MASONRY SEAL FLTER FABRC WRAP REQURED ON GROUTED PPE TO STRUCTURE JONT. PPE TO BE PLACED N APPROXMATE CENTER OF OPENNG. 8" (MN.) 4" (Min.) SOL COMPACTED TO DENSTY REQURED N SECTON 125 OF F.D.O.T. STANDARD SPECFCATONS DESCRBED AS BEDDNG ZONE. '2" /FT.,--, FLTER FABRC WRAP AND GROUT AT STRUCTURES DATE;

14

15 ~ 1. THS MANHOLE SHALL BE CONSTRUCTED OF PRECAST CONCRETE. 2. CONSTRUCTON METHODS AND MATERALS SHALL CONFORM TO SECTON 425 OF THE FLORDA DEPARTMENT OF TRANSPORTATON STANDARD SPECFCATONS FOR ROAD AND BRDGE CONSTRUCTON. 3. LFTNG HOLES SHALL BE LOCATED AS NEEDED. 4. NO NVERTS SHALL BE POURED. 5. 2" CLEARANCE COVER FOR RENFORCNG STEEL. 6. OPENNG AROUND UNDERDRAN PPE SHALL BE GROUT-FLLED. 1'-0" 4'-o" A l #4 BARS 6"0C T 2" COVER #4 BARS AT 6" OC SECTON A-A TOP SLAB KEY UNDERDRAN CLEANOUT (SEE PW No. 1250) 4'-Q" PLAN VEW TOP SLAB FDOT TYPE 1 FRAME (NDEX No. 201) WTH COVER (SEE PC No. 1250) 2" 2" COVER SECTON A-A BOTTOM UNT -o" SECTON B-B TOP SLAB KEYWAY KEY DETAL SECTON B-8 BOTTOM UNT 3" (MN) SUMP (NO NVERTS SHALL BE POURED) NDEX.D.: 1281 UNDERDRAN NSPECTON MANHOLE TYPE 1

16 NQES;_ 1. CONSTRUCTON METHODS AND MATERALS SHALL CONFORM TO SECTON 425 OF THE FLORDA DEPARTMENT OF TRANSPORTATON STANDARD SPECFCATON FOR ROAD AND BRDGE CONSTRUCTON. 2. OPENNG AROUND UNDERDRAN PPE SHALL BE GROUT-FLLED. 3. MANHOLE COVERS SHALL COMPLY WTH PC No WHEN AUTHORZED BY THE ENGNEER AND AT NO ADDTONAL EXPENSE TO THE COUNTY, F.D.O.T. NDEX No. 200 MANHOLE TYPE P (ALTERNATE A), MAY BE USED N PLACE OF A COUNTY UNDERDRAN NSPECTON MANHOLE. 5. EXCEPT AS OTHERWSE NOTED ON THE PLANS, FRAME FOR MANHOLE COVERS SHALL BE F.D.O.T. NDEX No TYPE. 6. MNMUM WALL THCKNESS: 4~" FOR PREFAB AND 6" FOR POURED N PLACE. 7. FOR POURED N PLACE CONSTRUCTON, DOWELS MAY BE USED N LEU OF JONT KEY AND GROUTNG. DOWELS SHALL EXTEND A MNMUM OF 6" NTO ADJACENT SECTONS. 4" ADJUSTMENT ALLOWANCE BETWEEN FRAME & STRUCTURE 12" 6" SEE NOTE #5 A A 20" 6" PLAN VEW [ (SEE FDOT NDEX No. 200) 1~" COVER N ALL CASES ONE 4 SHALL BE PLACED AT TOP AND BOTTOM DOWEL LOCATON SEE NOTE 7 4" 8" T 1~" COVER SECTON A-A JONT DMENSONS CD 1" PROR TO PLACEMENT OF UPPER SECTON W MAXMUM AFTER FNAL SETTLEMENT OF UPPER 1W WDE (4W WALL) 2" WDE (6" WALL) GROUT JONT DETAL r ~ UNDERDRAN NSPECTON MANHOLE TYPE 2 ~ 1282 J=.iEB/2016.-~... 'fa!! J,. FERNANDEf './. E..), }<~,,,..l_...,.,-, REVSON: /.~l? t-;:z p,'{2 (~

17 NOTES: 1. ALL VALUES EXCEPT A.O.S. AND ELONGATON ARE MNMUM AVERAGE ROLL VALUES N THE WEAKEST PRNCPAL DRECTON. VALUES FOR A.0.S. AND ELONGATON ARE MAXMUM AVERAGE ROLL VALUES. 2. FOR ADDTONAL NOTES SEE F.D.O.T. STANDARD NDEX NO PAYMENT FOR UNDERDRAN (L.F.) SHALL BE FOR THE COMPLETED ASSEMBLY, NOT FOR NDMDUAL COMPONENTS REGARDLESS F THEY EXST N THE BD SUBMTTAL SHEETS. 4. PVC PPE SHALL CONFORM TO ETHER ASTM F758 OR ASTM D3034, EXCEPT THAT THE PPE AND ARRANGEMENT OF PERFORATONS SHALL CONFORM TO THE PERFORATON DETAL ON THS SHEET. 5. AGGREGATE SHALL BE AS SPECFED N THE F.D.O.T. STANDARD SPECFCATONS. SECTON 901, AND SHALL BE SZE DAMETER OF PERFORATONS SHALL BE ~6" TO %". 7. MAXMUM ALLOWABLE BEND SHALL BE 22W. WTH A STRAGHT 2' MNMUM PPE SEPARATON BETWEEN BENDS. 8. DO NOT USE PERFORATED PVC PPE OR AGGREGATE UNDERNEATH ROADWAYS. 9. SEE PLANS FOR EXACT DMENSONS. DMENSONS LESS THAN 24" REQURES COUNTY APPROVAL. ~~11.=.!!..l.!...!.J;!J~~~'>/ Y>-,..' PERVOUS FLTER <. /" FABRC MATERAL ON TOP AND SDES (OVERLAP 12" ON TOP) 6" PVC PERFORATED UNDERDRAN PPE OPEN BOTTOM SECTON VEW STANDARD CRTERA UNT TEST METHOD VALUE Permittivity sec 1 ASTM-D A.O.S. U.S. Sieve # ASTM-D Elongation % ASTM-D Grab Tensile Strength N ASTM-D Sewn Strength N ASTM-D Puncture N ASTM-D Trapezoidal Tear N ASTM-D u. v. Resistance AT 500 Hrs. ASTM-D % PERFORATON DETAL f" ~ ROADSDE UNDERDRAN NSTALLATON DETAL NDEX. D.: ~ 1290,, rt::,_a/~,.., 1? rz,,ih._,1;:t:.'.'..v.. VAN-6 FERNANDk; 'p. E.,... t (/ : /"1 REVSON: -6,,a

18 NOTES: 1. MWNG AND RESURFACNG LMTS: 3'-0" FOR RESDENTAL ROADWAYS; 25'-0" FOR ALL OTHER TYPES OF ROADWAYS. SHALL NCLUDE ENTRE LANE WDTH. 2. BACKFLL FOR TRENCH SHALL BE PLACED N 6" COMPACTED LAYERS TO 100% OF MAXMUM DENSTY AS DETERMNED BY AASHTO T-99. (EXCAVATABLE FLOWABLE FLL OPTON S SUBJECT TO COUNTY ENGNEER'S APPROVAL). TEST REPORTS ARE REQURED AND SHALL BE SUBMTTED TO. 3. BASE MATERAL SHALL BE LME ROCK OR CRUSHED CONCRETE (MN. LBR 100) AND SHALL BE PLACED N 6" COMPACTED LAYERS TO 98% OF MAXMUM DENSTY AS DETERMNED BY AASHTO T-180 (MODFED) (TEST REPORTS ARE REQURED AND SHALL BE SUBMTTED TO ). 4. AS AN ALTERNATVE TO COMPACTED BASE AND N WET AREAS, FULL-LFT ASPHALTC CONCRETE, FNE TRAFFC LEVEL C TYPES SP9.5 OR 12.5, SHALL BE PLACED N 2" COMPACTED LAYERS WTH A MNMUM THCKNESS EQUAL TO THE EXSTNG BASE (6" MN.). 5. ASPHALTC CONCRETE PAVEMENT JONTS SHALL BE SAW-CUT AND ALL SURFACES TACK COATED. 6. ASPHALT SURFACE SHALL BE CONSSTENT WTH EXSTNG GRADE. N ACCORDANCE WTH SPECFCATONS, THE FOLLOWNG ROADWAY CLASSFCATON TYPE/THCKNESS ARE REQURED: ARTERAL-3" MN. TYPE SP-12.5 FNE TRAFFC LEVEL "C"; COLLECTOR-2" MN. TYPE SP-12.5 FNE TRAFFC LEVEL "C"; RESDENTAL-lW MN. TYPE SP-9.5 TRAFFC LEVEL "C" (TEST REPORTS ARE REQURED AND SHALL BE SUBMTTED TO ). 7. OVERLAY OF CONSTRUCTON SCARS TO PAVEMENT AND TRENCH SHALL BE REQURED AS DRECTED BY THE COUNTY ENGNEER. 8. EXCAVATON SHALL COMPLY WTH THE TRENCH SAFETY ACT REQUREMENTS. 9. NSTALL DRY COMPACTABLE MATERAL AROUND THE PPE. 10. ALL MATERAL, WORK AND TESTNG SHALL MEET STANDARD SPECFCATONS. 11. CONTRACTOR SHALL RESTORE PAVEMENT TO MATCH THE GRADES THAT EXSTED PROR TO CONSTRUCTON. ANY ADDTONAL SURVEY NECESSARY TO ENSURE THAT THS REQUREMENT S MET SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. ASPHALT PAVEMENT REPLACEMENT SEE NOTE 1/6 BASE 2.0 TMES EXSTNG BASE (12" MN.) SEE NOTES 1/3 & #4 PROPOSED PAVEMENT SHALL MATCH EXSTNG (SEE NOTES #5 & 1/6) EXSTNG PAVEMENT.. ' :... '<(. ll. : -", '""'... ' r--SEE NOTE #1 1' (TYP) 'i"''0 0" THOROUGHLY COMPACT BEDDNG 6" (MN.) UNDER PPE - USE OF #57 CRUSHED STONE AS DETERMNED BY THE COUNTY ENGNEER PAVEMENT CUTS, EXCAVATON AND RESTORATON 1291

19 NOTE: 1. 32" EXPANSON JONT EVERY 500', BETWEEN CURB SECTONS, AT RAD, END OF POUR AND STRUCTURES. (FALSE JONTS EVERY 10', LONGTUDNALLY. SEE SECTON 520 OF THE F.D.O.T. STANDARD SPECFCATONS.) 12" WLP.. PROPOSED PAVEMENT :it. PROPOSED BASE " PROPOSED STABLZATON PROFLE VEW OF HEADER CURB 12" 12" PROPOSED PAVEMENT f4" LP. :... '. ~. :... ' ''".... PROPOSED BASE 6" 6" PROPOSED STABLZATON PROFLE VEW OF CURB & GUTTER CURB AND GUTTER TYPE A AND HEADER CURB 1305

20 NOTES: 1. SURFACE OF PAVEMENT SHALL BE ~" ABOVE LlP OF GU'TER. 2. ~" EXPANSON JONT (AS SHOWN) AND CENTERJNE OF SDE STREET, WTH (SAWCUT) FALSE JONTS EVERY 10', LONGTUDNALLY. (SEE SECTON 520 OF THE F.D.O.T. STANDARD SPECFCATONS). GUTTER FLOW LlNE CURB & GU'TER TYPE A (PW NO. 1305) RADUS (AS SHOWN ON PLANS) A 2'-0" CONFGURATON FOR DRECTON OF FLOW TO SUT FELD CONDTONS 0 "' A VALLEY GUTTER TRANSTON MONOJTHC POUR (TO BE PAD AS VALLEY GU'TER) PLAN VEW VALLEY GUTTER SECTON A-A 1315 VALLEY GUTTER AND TRANSTON

21 NOTES: 1. CONCRETE DRVEWAY APRONS AND SDEWALK CROSSNGS SHALL BE CONSTRUCTED OF CONCRETE PAVEMENT (3000 PS). 6" THCK RENFORCED WTH 6" X 6" #10/#10 WELDED WRE FABRC, (2" MNMUM COVER FROM THE BOTTOM.) 2. FBER RENFORCED CONCRETE 3000 PS (MN.) MAY BE USED N PLACE OF THE REQUREMENTS OF NO. 1 ABOVE. 3. CONSTRUCTON OF APRON/DRVEWAY CROSS SLOPES AND SDEWALK CROSS SLOPE THROUGH THE DRVEWAY SHALL COMPLY WTH F.D.O.T. NDEX NO. 515 FOR ADA REQUREMENTS. 4. REMOVE TREE ROOTS WTHN 10" OF PROPOSED GRADE. 5. WHEN THERE S EXSTNG SDEWALK CROSSNG THE PROPOSED DRVEWAY, T MUST BE REMOVED TO THE NEAREST JONT BEYOND THE DRVEWAY. 6. SDEWALKS ADJACENT TO LOT PROPERTY LNES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2% PER F.D.O.T. NDEX CORNER LOTS NVOLVNG HANDCAP RAMPS SHALL BE N ACCORDANCE WTH F.D.O.T. NDEX 304 FOR SDEWALK AND RAMP CONSTRUCTON. MATCH EXSTNG DRVEWAY OR SDEWALK 1/2" WDE X 6" DEEP PREFORMED EXPANSON JONT MATERAL (SEE DETAL) r'-r-~ [_ 6" t 6" THCK CONCRETE APRON SEE NOTE #1 & #3 SECTON A-A (SEE N6TE #3) APRON 5' (TYP.) PLAN AND PROFLE VEW TYPE "A" CURB DRVEWAY APRON EXTEND STABLZATON 6" BEYOND CURB SEE PLANS FOR CURB TYPE r ~ LEVEL * * LEVEL ''YPE "F" CURB (*) SEE FDOT NDEX No. 515 FOR DMENSONS TYPE "F" CURB DRVEWAY APRON CONCRETE DRVEWAY APRON 1/2" x 6" PREFORMED 11 EXPANSON JONT' ~ rn. z CD,_. ::;i JONT DETAL 1340 /"\ /' K;f:i FERNANDrZ;ff~ :. /o ~ ( "./;J'-$:_.,./",.~:'-12 / \:/.' t- A "" ~ 71,,d,_1 REVSON: i/

22 ~ 1. nterlocking paving units shall generally be installed in accordance with manufacturer's requirements. 2. Minimum Paver Thickness: 2-3/8" (Concrete), 2-1/4" (Clay Brick). 3. Concrete Pavers to conform to ASTM C936. Clay Brick Pavers to conform to ASTM C Granular Base shall be in accordance with manufacturer's requirements (6" min.). Granular base shall be Limerock (LBR 100) or Crushed Concrete (Graded Aggregate) compacted to at least 98" modified Proctor Density (ASTM D1557). 5. Coloring or dye shall be uniform throughout each concrete paver unit. Dipped or externally colored paver units are unacceptable. 6. Curb will need to be constructed along the roadway edge of pavement at the driveway. AB an alternate, on streets without curbing, a minimum 12-inch width is acceptable (per Pinellas County Standard Details ndex 1305). A minimum of 6-inch wide and 6-inch deep concrete edge restraint band is required along each side of the driveway to contain the architectural pavers, on top of soil compacted to 98" modified Proctor density (ASTM D1557). All concrete shall meet FDOT specifications for Class Concrete. 7. Final finished surface shall be of uniform elevation or slope. 8. Subgrade shall be free of clay, organics, or other materials which '!'!ill allow future setuement and compacted to 98" AASHTO T or ASTM D Polymeric sand or other joint filling material, as approved by the County Engineer, shall be installed between pavers. Joint sand shall meet the grading requirements of ASTM C144 or CSA-Al 79. Bedding sand may be used for joint sand. Joint width shall not exceed 1/8". 10. The cross slope on any required pedestrian path crossing a driveway and/or drive apron cannot exceed 2". 11. Sand Bedding material shall be a clean, non-plastic bedding and joint sand, free from deleterious or foreign matter, natural or manufactured from crushed rock, and shall meet the grading requirements of ASTM C33 or CSAA23.1-FA1. Do not use joint sand for bedding. Sand bedding should be placed to an even thickness of 1-inch. Do not use the sand to fill depressions in the granular base. 12. n accordance with the 2010 ADA (Americans with Disabilities Act) Standards for Accessible Design (403, 405, 406) the surface texture of pavers shall be vibration free with a limit of 1/4" or less rise not more than every 30 inches. Pavers shall be installed in a tight uniform configuration that provides a smooth surface for wheelchair users. 13. Pavers shall not impede drainage or result in any ponding of water. Existing drainage flows shall not be altered. 14. Alternate edge treatments may be submitted for approval to the county by the property owner. CONCRETE EDGE RESTRANT BAND SEE NOTES 6 & 14 1' FLAT r.. 1 <~> lw w. <l. ~ CURB FOR CURBED STREETS. (1' MNMUM WDTH HEADER CURB FOR UNCURBED STREETS - PNEJ.AS COUNTY STANDARD DETAL NDEX 1305) EXSTNG PAVED ROADWAY NSTALLATON PA'TERN (PA'M'ERN VARES WTH SELECTED PAVER) N.T.S. '1 j SDEWALK wl.5' (TYP.; ~ TYPCAL LAYOUT N.T.S. EDGE OF PAVEMENT GRANULAR BASE SEE NOTE 4 TYPCAL CROSS SECTON N.T.S. COMPACTED SUBGRADE SEE NOTE RESDENTAL DRVEWAY/SDEWALK PA VER DETAL

23 NQES.: 1. SEE PLANS FOR LMTS OF SDEWALKS AT AL.. DRVEWAYS. 2. PLACE %"" EXPANSON JONT WHERE CONCRETE ABUTS CONCRETE CURBS, SDEWALKS DRVEWAYS. 3. SDEWALK SHAL.. COMPLY WTH F.D.O.T. NDEX No. 515 AND ORDNANCES. (SEE NDEX No. 1340) 4. REMOVE TREE ROOTS WTHN 10" OF PROPOSED GRADE. 5. SDEWALKS ALONG RURAL CROSS SECTON ROADWAYS WHERE VEHCLES CAN CROSS THE SDEWALK SHAL.. BE 6" THCK. TOOLED EDGE (U!"R) MATERAL (EACH SDE) SECTON A-A MEET AND MATCH ASPHALT DRVEWAY ELEVATON ON EACH SDE 6" THCK CEMENT CONCRETE SDEWALK SLOPE TO MATCH EXSTNG DRVEWAY REFER TO F.D.O.T. NDEX No. 515 FOR ADA REQUREMENTS F SLOPE EXCEEDS 0.02'/FT.:: } ~\...- EXSTNG DRT OR,,,r'-'-~ "~'--~.-1. -:::;::.\--:.\\ ASPHALT DRVEWAY SECTON B-B 6"X6" WELDED WRE RENFORCEMENT 2" MNMUM COVER EDGE OF PAVEMENT (OR BACK OF \ CURB) A EXSTNG CONCRETE DRVEWAY A EXSTNG DRT B SAWCUT BACK 2' MN OR ASPHALT MEET & MATCH EXSTNG ACROSS EXSTNG ASPHALT l 'imveway DRT OR ASPHALT DRVEWAY & EXTEND _L tr-r-..-r-r-:---...,---; SDEWALK (AS SHOWN) DRVEWAY GRADE (SEE PROPOSED SDEWALK MEET AND MATCH EXSTNG CONCRETE DRVEWAY ELEVATON (SEE NOTE #2 & #3) PROPOSED (5' MN) CONCRETE SDEWALK (4" THCK) PLAN VEW =r SAWCUT BACK 2' (MN) ACROSS EXSTNG ASPHALT DRVEWAY AND EXTEND SDEWALK (AS SHOWN) " THCK CEMENT CONCRETE SDEWALK WTH 6"X6" #10/ #10 WELDED ~R~ RENFORCEMENT %" EXPANSON JONT 1353 SDEWALK THROUGH EXSTNG DRVEWAYS

24 ~ 1. ADJUST SDEWALK TO AVOD OBSTRUCTONS, AS SHOWN, OR AS DRECTED BY THE ENGNEER, N ACCORDANCE WTH F.D.O.T. MANUAL OF UNFORM MNMUM STANDARDS FOR DESGN, CONSTRUCTON, AND MANTENANCE FOR STREETS AND HGHWAYS - LATEST EDTON ("FLORDA GREEN BOOK"). 2. CONSTRUCTON OF SDEWALKS SHALL MEET ADA REQUREMENTS AS SPECFED N F.D.O.T. NDEX NOS. 515 AND ~ 3. POWER POLES SHALL BE MOVED WHEN POSSBLE. 4. TREES SHALL BE PRUNED BY AN SA CERTFED ARBORST N ACCORDANCE WTH ANS-A300 GUDELNES TO MANTAN VERTCAL CLEARANCE: 9 FT. FOR SDEWALKS AND 18 FT. FOR ROADS. 5. MAXMUM LATERAL DEFLECTON SHALL BE 5:1. 6. REMOVE TREE ROOTS WTHN 10" OF PROPOSED GRADE. 7. CONTRACTON JONTS SHAU. MEET F.D.O.T. NPEX No ANY NECESSARY PRUNNG SHALL BE PERFORMED BY AN SA CERTFED ARBORST N ACCORDANCE WTH ANS-A300 STANDARDS. EDGE OF BOX MAY NOT BE NSTALLED WTHN THE FRST 6" OFF THE EDGE OF SDEWALK----, WATER METER/VALVE CAST RON N SDEWALK,-- VARES SEE PLANS EDGE OF PAVEMENT OR BACK OF CURB (SEE PLANS) ONTRACTON JONT (TYP.) VARES SEE PLANS 5' WDE (MN.} CONCRETE SDEWALK 2' (TYP.) VARES SEE PLANS POWER POLE, FRE HYDRANT OR OTHER OBSTRUCTON-----" 5' MN. S/W REPLACEMENT MATCH ELEV. WATER METER/ VALVE!JD (SEE PLANS FOR TRANSTON NFORMATON) PLAN VEW 2' (TYP.) R W OR SDEWALK EASEMENT LNE *THS MNMUM DMENSON MAY NEED ADJUSTMENT BASED ON THE DAMETER, HEALTH AND SPECES OF THE TREE. ADJUSTMENTS REQURE PRE-APPROVAL OF THE COUNTY ENGNEER **CENTERED ON VERTCAL OBSTRUCTON SDEWALK SHALL BE 6" THCK ALONG THS LENGTH (5' -0" MN.) 4" TO 6" THCK ~ L COLD JONT (TYP.) SECTON A - A ~WATER METER/VALVE CASNG NTS GUDELNES FOR SDEWALK ALGNMENT DETAL NDEX.D. 1357

25 NOTE: 1. 6" THCK w/6x6 10/10 WWM RENFORCED CLASS (3000 PS) CONCRETE RAMP (TYP. FOR TYPE A & B). EXSTNG PROPOSED S/W 5' (TYP.) WDTH VARES PROVDE DETECTABLE WARNNG SURFACE. PER FDOT NDEX 304 GENERAL NOTES 18" (TYP.) 4' (TYP.) STNG CURB AND MATCH FLOW LNE (TYP.) PLAN VEW (TYP.) '-.-A 2' CURB TRANSTON (TYP) REMOVE EXSTNG CURB AND REPLACE WTH DROP CURB PAD FOR AS PCED TYPE A CURB SAWCUT PAVEMENT PROR TO REMOVAL OF EXSTNG CURB. STNG PROPOSED S/W 5' (TYP.) WDTH VARES DETECTABLE WARNNG SURFACE, PER F.D.O.T. NDEX 304 GENERAL NOTES _J_ 24" (TYP.) 18" (TYP.) 7" 6" (6" THCK) RAMP t -t=~~~~~-l..!l,-~ EP 1' (TYP.)~ SAWCUT PAVEMENT PROR TO RAMP NSTALLATON PLAN VEW Y.i" EXPANSON JONT (TYP.) 6x6 10/10 WWM EXST. EP A-A DROP CURB TYPE-A HANDCAP RAMP DETAL N.T.S. P.C.E.D. TYPE "A" AND "B" HANDCAP RAMP DETAL 8-8 (NO CURB) TOOLED JONT 6x6 10/10 WWM TYPE-8 HANDCAP RAMP DETAL N.T.S. 1360

26 Wll-1 DOUBLE YELLOW SOLD STRPE (6") 50' MNMUM LENGTH (1 ~'i::i o VJ 0 VJ t1 -. zu a ~~ ;.-3 - > t'""' ~z ;.-j VJ t1 ~~ t1 VJ t1 -t1 ;.-3 (1... ;.-3 oo "1 z Vt ~, ~ -a - z m r r )> en 0 c z ~ 0 'll i1... r-... i5 "'"""'ll c.v >< Q) '.""' O'r ~.. ~ -; -1 \.) 0 Q) "'""" "'""" 24" DETECTABLE WARNNG STRP (SEE DETAL ''H")... ::ti~ ~f~ N,_. "'". " CONCRETE WARNNG STRP 4" YELLOW STRPED LNE (TYP.) ADDTONAL PERMANENT BOLLARDS (F APPLCABLE- SEE CONSTRUCTON PLANS) BOLLARD FOOTER (SEE DETAL "D") 10'-(4' MN. TYP.) 36" VALLEY GUTTER SPECAL PAVEMENT MARKNG PER F.D.O.T. NDEX 17346, SHT. 9 OF 14 (PANT)---- DOUBLE YELLOW SOLD STRPE (6")- ~W16-9P ~: 50' MNMUM LENGTH ~24''X12" 1. WARNNG SGNS Wll-1, W16-9P, W16-7P SHALL BE N ACCORDANCE WTH THE MUTCD, SECT. la-12, COLOR CODE ''F"-FLUORESCENT YELLOW-GREEN. 2. NOTE: TRALS NETWORK WTHN A PARK MAY REQURE MRROR MAGE CONSTRUCTON OF THS DETAL. THE CONTRACTOR SHALL CONFRM THE ORENTATON EACH TRAL CROSSNG WTH THE COUNTY PROR TO THE NSTALLATON AND STRPNG OF THE TRAL CROSSNGS. 3. OFFSET DSTANCES FOR SGNS SHALL BE N ACCORDANCE WTH FDOT DESGN STANDARDS AND/OR DMENSONS PROVDED N THE CONSTRUCTON PLANS. DSTANCE AS SPECFED BY ENGNEER N FELD (10' DESRED - 4' MNMUM SUBJECT TO FELD CONDTONS) 6" CLASS CONCRETE W/ 6X6-10/10 W.W.F., PLACE ON COMPACTED SUBGRADE REMOVABLE BOLLARD (SEE DETAL) 6" WHTE OBSTRUCTON MARKNG {TYP.) OX BEAM (TYPCAL) (F APPLCABLE SEE CONSTRUCTON PLANS) 5',_. :;~~~l""i~ ~~~ o~ltl 0 "'1 o!>: ' CLEARANCE BETWEEN PERMANENT BOLLARD AND BOX BEAM (END ANCHORAGE TYPE BB2) (TYPCAL) CONCRETE BOLLARD STRP 18" CONCRETE FOOTNG (SEE DETAL "C") TRAL NTERSECTON DETAL NOT TO SCALE

27 NOTES: 1. ALL BOLLARDS CONSTRUCTED WTHN THE CONCRETE BOLLARD ASSEMBLY ARE PAD FOR UNDER CONCRETE BOLLARD STRP ASSEMBLY. 2. ALL BOLLARDS CONSTRUCTED OUTSDE OF THE CONCRETE BOLLARD STRP ASSEMBLY ARE PAD FOR UNDER A SEPARATE PAY TEM UNLESS OTHERWSE NOTED. t CONSTRUCTON TRAL E/P TRAL E/P.5'.5' 5.75' 5.75' CONCRETE BOLLARD STRP ASSEMBLY CLASS CONCRETE PERMANENT BOLLARD DETAL "C" NOT TO SCALE ' '... 18".. '. :,a ~1... '4... ~' "F" ~... DETAL "D" NOT TO SCALE P.C.E.D. TRAL NTERSECTON CROSSNG DETAL- SHEET 2 OF 5 L NDEX.D.: 1365-SHT.2

28 ~: 1. ALL CONSTRUCTON AND MATERALS SHALL CONFORM TO U.S. DEPARTMENT OF TRANSPORTATON, FEDERAL HGHWAY ADMNSTRATON MANUAL ON UNFORM CONTROL DEVCES. 2. TRAL TO HAVE THE TYPCAL SGNNG AND PAVEMENT MARKNGS AS DESGNATED ON THESE PLANS. REFER TO PAY TEM ALL SGNAGE TO BE ERECTED ALONG TRAL S TO BE OFFSET 4' FROM EDGE OF PAVEMENT TO NEAREST EDGE OF SGN AND 7' FROM THE PROPOSED GRADE TO THE BOTTOM OF THE SGN. 4. 6" WDE 3MTM PRESSURE SENSTVE, HGH-NTENSTY GRADE RED REFLECTVE SHEETNG, TO BE PLACED ON ALL BOLLARDS. 2" WDE HGH-NTENSTY GRADE GREEN REFLECTVE SHEETNG, TO BE PLACED ON REMOVABLE BOLLARD. OVERLAP ENDS OF SHEETNG BY ~" MNMUM. 5. ALL BOLLARDS CONSTRUCTED WTHN THE CONCRETE BOLLARD ASSEMBLY ARE PAD FOR UNDER CONCRETE BOLLARD STRP ASSEMBLY. 6. ALL BOLLARDS CONSTRUCTED OUTSDE OF THE CONCRETE BOLLARD STRP ASSEMBLY ARE PAD FOR UNDER A SEPARATE PAY TEM UNLESS OTHERWSE NOTED. t f~pvc COUPLNG ~ (MODFED. SEE Nm) NQTE;, ~ ll" 3 P.ir.c. coupjng SHALL BE MAC!DNED FOR A SLP-m. UNFORM NSDE N 1 ' 3/ 4" WDE ORDER TO ALLOW THE COUPLNG TO BE SOLVENT WELDED AT THE POSTON ~ SLOT TYP. SHOWN. THE OUTSDE 0 SHALL BE MACHNED TO ALLOW THE COUPLNG TO SLDE FREELY WTHN THE 4" P.V.C. PPE EMBEDDED N CONCRETE AS SHOWN N THE REMOVABLE BOLLARD DETAL %" SLOT AND COUPLNG DETAL NOT TO SCALE 2" WDE GREEN REFLECTVE TAPE. 6" WDE RED REFLECTVE TAPE. 6" WDE RED REFLECTVE TAPE 3"0 NOMNAL SZE x 4'-6" LONG, SCH. 40, HOT DPPED-GALVANZED STEEL PPE, PANTED. CONTRACTOR SHALL USE DURABLE REFLECTVE PANT DESGNED FOR APPLCATON ON PVC AND/OR STEEL COMPONENTS. SPECFCATONS OF PROPOSED PANT/ SHALL BE SUBMTTED TO THE COUNTY FOR REVEW AND APPROVAL PROR TO COMMENCEMENT OF PANTNG OPERATONS. CONTRACTOR ,.,...~ SHOULD PREPARE SURFACE ;i, ACCORDNG TO MANUFACTURER'S DffiECTON. ~ 1)4" ASPHALTC CONCRETE SURFACE ~ 0 x 1'-0" LONG GALVANZED STEEL ROD THROUGH PPE. 4" MN. ASPHALTC CONCRETE BASE COURSE PERMANENT BOLLARD DETAL "F" NOT TO SCALE P.C.E.D. TRAL NTERSECTON CROSSNG DETAL - SHEET 3 OF 5 SOLVENT WELD PVC CAP 3" NOMNAL SZE x 4'-1" LONG, SCH. 60, PVC PPE, PANTED. CONTRACTOR SHALL USE DURABLE REFLECTVE PANT DESGNED FOR APPLCATON ON PVC AND/OR STEEL COMPONENTS. SPECFCATONS OF PROPOSED PANT SHALL BE SUBMTTED TO THE COUNTY FOR REVEW AND APPROVAL PROR TO COMMENCEMENT OF PANTNG OPERATONS. CONTRACTOR SHOULD PREPARE SURFACE ACCORDNG TO MANUFACTURER'S DRECTON. 1)4" ASPHALTC CONC. SURFACE 4" MN. ASPHALTC CONCRETE BASE COURSE ~ 0 x 1'-0" LONG GALVANZED STEEL ROD THROUGH PPE. 4" NOMNAL SZE SCH. 40 PVC PPE x 1 -~ LONG 2' -6" LONG GALVANZED STEEL SNGLE SMOOTH LNK CHAN BOLTED TO NSDE OF 3 ~ NOMNAL PPE WTH A ~ "0 x llfi" LONG STANLESS STEEL CARRAGE BOLT, WASHER AND NUT. RUN Jfi" GALVANZED STEEL ROD THROUGH THE END OF THE CHAN LNK. REMOVABLE BOLLARD DETAL "E" NOT TO SCALE 1365-SHT. 3

29 PROPOSED WARNNG STRP 5' WDE X 6" DEEP (MN.) 6" CLASS CONCRETE w/6x6-10/10 W.W.F., PLACE ON COMPACTED SUBGRADE N ACCORDANCE WTH SPECFCATON PROPOSED ASPHALT TRAL (SEE DETAL)... '</: WARNNG STRP DETAL "G" (SEE PLANS FOR LOCATON) PROPOSED DETECTABLE WARNNG STRP 24" WDE X 6" DEEP (MN.) 6" CLASS CONCRETE W/ 6X6-10/10 W.W.F., PLACE ON COMPACTED SUBGRADE N ACCORDANCE WTH PNELLAS COUNTY SPECFCATON ~ PROPOSED ASPHALT TRAL (SEE DETAL).. :.4 '"...,a.'. '.a.. PROPOSED 36" VALLEY GUTTER w/36" TRANSTON PCED NDEX : TRUNCATED DOME (TYPE AND COLOR) AS PER SPECFCATON 522 DETECTABLE WARNNG STRP DETAL "H" NOT TO SCALE 1365-SHT. 4 P.C.E.D. TRAL NTERSECTON CROSSNG DETAL - SHEET 4 OF 5

30 5.0'.25' 2.0' 3. ' 3. ' PAVEMENT MESSAGE DMENSONS ALL MARKNGS ARE WHTE NOT TO SCALE 1365-SHT.5 P.C.E.D. TRAL NTERSECTON CROSSNG DETAL - SHEET 5 OF 5

31 NOTE: 1. THE USE OF ALUMNUM SLEEVES SHALL BE APPLCABLE FOR AL CASES WHERE A SGN POST S PLACED N CONCRETE (.E., SDEWALKS, ETC.). WHEN PLACED N A CONCRETE MEDAN OR TRAFFC SEPARATOR. T SHALL BE CENTERED 6' FROM NOSE END, UNLESS OTHERWSE SPECFED N THE PLANS. 3" ALUMNUM SLEEVE BLACK TRAFFC PANT A REFLECTORZED YELLOW TRAFFC PANT : : ~. ~....3' -o".-.--'""l A TOP VEW MEDAN NOSE N.T.S. SGN POST TO BE WEDGED WTH REBAR ~" DA. X 6" LONG) NTO ALUMNUM SLEEVE CONCRETE 3" O.D. _j! ALUMNUM SLEEVE SECTON A-A N.T.S TRAFFC SGN NSTALLATON NTO CONCRETE

32 NOTES: 1. STRPES SHALL BE WHTE AND ORANGE FOR TEMPORARY BARRCADE DURNG CONSTRUCTON PHASE AND WHTE AND RED FOR PERMANENT BARRCADE WTH A MATERAL THAT HAS A HGH NTENSTY AND SMOOTH SEALED OUTER SURFACE. USE ONLY PRESSURE TREATED POSTS (ASTM D-1760 PRESSURE TREATMENT OF TMBER PRODUCTS). 2. USE ONLY GALVANZED COATED HARDWARE. 3. THE SPACNG OF REFLECTORS SHALL ALGN WTH BARRCADE POSTS. 4. REFLECTOR PANEL AND POST ASSEMBLY SHALL COMPLY WTH F.D.O.T. NDEX No FOR CASE 2 AND SECTON 994 OF F.D.O.T. SPECFCATONS. 2nx10" (TYP.) BOARD 10' PC BARRCADE (SEE POST DETAL) BARRCADE TYPE 3 ~A J 6' (TYP.) REFLECTOR CASE 2 EP OR BC 2 ~~) SECTON A-A 4"x4"x8' POST (SEE NOTE #2) WOOD POST r ~ BARRCADE WTH REFLECTORS ~ ~ 1406 _ t-,'"/#,,-: FERNANf(EXP. ' E. /,.',/)...;t r-c~r l.. ~/{ d:f{..,,, ~ - Rt:VSON: {.J /~

33 CCTV CAMERA COPPER AR TERMNAL BONDED TO COPPER WRE 2" ENTRY PONT CONCRETE SQUARE POLE AS PER "CONCRETE SQUARE CCTV CAMERA POLE DATA TABLE" HAND HOLE 160 DEGREES FROM ENTRY PONT J l COMPOSTE CABLE N CONDUT (NSDE POLE) #2 AWG TN-PLATED BARE SOLD COPPER WRE GROUND LNE 2" ENTRY PONTS AT 16" AND 22" ABOVE GRADE GROUND ROD (REFER TO FDOT NDEX FOR PROPER NSTALATON OF GROUNDNG ARRAY) 2" CONDUT PROVDE CLASS NS CONCRETE 2" CONDUT CONDUT HOLES ARE TO BE 30" BELOW GRADE AND AT 0 DEGREES AND 160 DEGREES N CRCUMFERENCE SH. 1 CONCRETE SQUARE CCTV CAMERA POLE SHEET 1 OF2

34 ~CONCRETE POLE '~ MOUNTNG ARM 1,,_,_ CCTV CAMERA SDE STREET SECTON A-A CCTV ORENTATON DETAL CONCRETE SQUARE CCTV CAMERA POLE DATA TABLE EXPOSED POLE POLE TP GRADE POLE TAPER EMBEDMENT TOTAL POLE LENGTH WDTH DEPTH LENGTH SLOPE (in/ft) (ft) (in) {ft) (ft) 47 Flat NOTES: 1. ALL POLES SHALL BE FULLY EMBEDDED N CLASS NS CONCRETE. 2. WORK THS SHEET WTH FDOT NDEX STANDARD TYPE P-V POLE DESGN ONLY. 3. ONLY ATTACHMENT ALLOWED ON POLES S THE CCTV CAMERA. CONCRETE SQUARE CCTV CAMERA POLE SHEET20F2 NDEX.D.: SH.2 feb/2016 ',

35 EXSTNG STREET NAME SGN CCTV, "J-HOOK" BRACKET MOUNTNG BRACKET CCTV "J HOOK" BRACKET CCTV CABLE EXSTNG MAST ARM STANLESS STEEL BANDNG (BAND ON BOTH SDES OF MOUNTNG BRACKET) NSDE "J" HOOK STANLESS STEEL BANDNG (BAND ON BOTH SDES OF MOUNTNG BRACKET) FEED CABLE THROUGH DRLLED WRE ENTRANCE HOLE AND MOUNTNG BRACKET L EXSTNG MAST ARM DETAL "A" EXSTNG MAST ARM UPRGHT CCTV CABLES NSDE UPRGHT NTO "J" HOOK DETAL "A" N.T.S. EXSTNG CONDUT THRU FOUNDATON AND TO SGNAL CABNET NOTES: BASE OF UPRGHT 1. ALL MOUNTNG HARDWARE AND BRACKET SHALL BE PROVDED BY. 2. THE CONTRACTOR SHALL MOUNT THE "J HOOK" BRACKET AS HGH AS POSSBLE BUT SO THAT T STLL STS FRMLY N THE MOUNTNG HARDWARE BRACKET. THE ATTACHMENT SHALL BE NSPECTED BY THE ENGNEER BEFORE THE CCTV CAMERA S NSTALLED. 3. THE CONTRACTOR SHALL FELD DRLL A HOLE N lhe MAST ARM OF A MNMUM DAMETER TO ACCOMMODATE THE CCTV COMPOSTE CABLE. 4. THE CONTRACTOR SHALL COLD GALVANZE THE DRLLED HOLE AND PLACE A WEATHER-TGHT GROMMT N THE HOLE PROR TO RUNNNG THE CCTV COMPOSTE CABLE NTO THE ARM. 5. THE CONTRACTOR SHALL TOUCH UP THE MAST ARM PANT DUE TO SCRATCHES OR CHPS DURNG THE NSTALLATON OF THE CCTV CAMERA AND COMPOSTE CABLE. 6. THE COST FOR LABOR AND MATERALS FOR TOUCH UP AND GROMMTS SHALL BE NCLUDED UNDER THE CCTV PAY TEM OR DETAL NDEX.D.: 1705 CCTV MOUNTNG DETAL

36 NOTES: 1. FOR MORE NFORMATON ON THE ELECTRONC ROUTE MARKER (ERM), SEE SECTON 630 N THE TECHNCAL SPECFCATONS AND THE GENERAL NOTES. 2. THE CONTRACTOR SHALL NSTALL THE ERM BEFORE PLACNG THE CONCRETE APRON AROUND THE FBER OPTC PULL BOX OR SPLCE VAULT. HOWEVER, THE ERM SHALL NOT BE PLACED WTHN THE CONCRETE APRON. 3. THE CONTRACTOR SHALL SUBMT SHOP DRAWNGS FOR THE ERM AS SHOWN ON THS SHEET, TECHNCAL SPECFCATONS SECTON 630, AND THE GENERAL NOTES. 4. THE CONTRACTOR SHALL ALSO NSTALL STANDARD ROUTE MARKERS (SRM) AT THE MDPONT OF THE CONDUT RUN BETWEEN THE FBER OPTC PULL BOXES AND/OR SPLCE VAULTS. ROUTE MARKERS SHALL NOT BE NSTALLED N DRVEWAYS OR SDEWALKS. 5. THE COST FOR THE ERMs SHALL BE PAD FOR UNDER PAY TEMS FOR CONDUT. 6. THE TRACER WRE FOR ALL CONDUT LOCATNG SHALL BE SPLCED TOGETHER N ONE CONTNUOUS LENGTH. ELECTRONC ROUTE~ MARKER (TUBULAR) ~ ~ / <. 4 / -~~~ ~~~ ~'/'. >~ ~ "~ ~. ~v :;: A,'- ~~~0 >/~V>~- ~/ ~< y)::: 0 ELECTRONC ROUTE MARKER (ERM) DETALS FOR FBER OPTC PULL BOXES AND SPLCE VAULTS ~TH CONCRETE APRONS SH. 1 ELECTRONC ROUTE MARKER DETAL SHEET 1 OF2

37 C E CTC R 0 N T " w l,; A 0 N u BLACK BACKGROUND WTH ORANGE TEXT ~LOGO ON BACK r.- -~-- --~ inellas j County G ORANGE BACKGROUND WTH BLACK TEXT s ELECTRONC ROUTE MARKER DETAL SHEET20F2 TAL NDEX l.d.: SH.2

38 a FELD OF VEW CAMERA CABLE NOTE: DO NOT TWST CABLES BRACKET STANLESS STEEL BANDNG (BAND ON BOTH SDES OF MOUNTNG BRACKET) ATTACH DRP LOOP TO MOUNTNG BRACKET VA CLP FEED CABLE THROUGH DRLLED WRE ENTRANCE HOLE VVDS ATTACHMENT FOR MAST ARMS N. T.S. NOTES: 1. THE CONTRACTOR SHALL FELD DRLL A HOLE N THE MAST ARM OF MNMUM SZE TO ACCOMMODATE THE VDS CABLE. 2. THE CONTRACTOR SHALL COLD GALVANZE THE DRLLED HOLE AND PLACE A WEATHER-TGHT GROMMT N THE HOLE PROR TO RUNNNG THE VDS CABLE NTO THE ARM. 3. THE CONTRACTOR SHALL TOUCH UP THE MAST ARM PANT DUE TO SCRATCHES OR CHPS DURNG THE NSTALLATON OF THE VDS CAMERA AND CABLE. 4. THE COST FOR LABOR AND MATERALS FOR TOUCH UP AND GROMMTS SHALL BE NCLUDED UNDER THE VDS PAY TEM VVDS NSTALLATON DETALS

39 MAST ARM UPRGHT 1 1/4" RGS CONDUT MAST ARM FOUNDATON GR.ADE MAST ARM CONDUT ENTRANCE DETAL NOTES: 1. THE CONTRACTOR SHALL USE EXSTNG UNDERGROUND CONDUT TO FEED CABLE & CONDUCTORS NTO THE MAST ARM UPRGHT. THS DETAL MAY BE USED N THE EVENT THERE ARE NO EXSTNG CONDUTS. 2. THE CONTRACTOR SHALL DRLL NTO THE MAST ARM STRUCTURE GROUT PAD AND FEED THE GALVANZED STEEL CONDUT NTO THE MAST ARM. THE DRLLED GROUT PAD SHALL BE SEALED AROUND THE CONDUT. 3. ANY HGH VOLTAGE CONDUCTORS SHALL BE N A SEPARATE CONDUT AND PULL BOXES WHERE NECESSARY MAST ARM CONDUT ENTRANCE DETAL

40

41

42

43

44

45 SEE NDEX NO TRENCH BACKFLL DETAL PCU GD 1

46 ~ > -z O('J ~~ -:;:i:i ~> z (l ttl r/l -""tj z m r > en 0 0 c z - -< GRADE GRADE ~~~~~~~~/ 'mw~~~~~~~~~/ PPE SEE (1) N TABLE BELOW J_ POTABfi WATER MAN - -~POTABLE WATER MAN y~_ TABLE BELOW) (SEE TABLE BELOW) (SEE TABLE BELOW) PPE VERTCAL CLEARANCE (N.T.S.) HORZONTAL CLEARANCE (N.T.S.) PPE HORZONTAL SEPARATON CROSSNGS (1) JONT SPACNG CROSSNGS <:: <:: l~ ~ \~,;:::.. (') ~ ~.o...,,'.",; ;;:....,, ni OJ -\) 0 -..&. 0) "' rn :;;! ~ ~ () "'... 0 c: \) VACUUM-TYPE SANTARY SEWER, 12 NCHES S THE MNMUM, STORM SEWER, EXCEPT FOR STORM SEWER, THEN STORMWATER FORCE MAN. 3 FT. MNMUM 6 NCHES S THE MNMUM AND RECLAMED WATER (2) 12 NCHES S PREFERRED GRAVTY OR PRESSURE 12 NCHES S THE MNMUM, SANTARY SEWER, 10 FT. PREFERRED EXCEPT FOR GRAVTY SEWER. THEN SANTARY SEWER FORCE MAN, 6 FT. MNMUM (3) 6 NCHES S THE MNMUM AND RECLAMED WATER (4) 12 NCHES S PREFERRED ON-STE SEWAGE TREATMENT & 10 FT. DSPOSAL SYSTEM MNMUM NOTES: (N ACCORDANCE WTH F.A.C. RULE ) 1. POTABLE WATER MAN SHOULD CROSS ABOVE OTHER PPE. WHEN POTABLE WATER MAN MUST BE BELOW OTHER PPE, THE MNMUM SEPARATON S 12 NCHES. 2. RECLAMED WATER REGULATED UNDER PART OF CHAPTER , F.A.C FT. FOR GRAVTY SANTARY SEWER WHERE THE B01TOM OF THE WATER MAN S LAD AT LEAST 6 NCHES ABOVE THE TOP OF THE GRAVTY SANTARY SEWER. 4. RECLAMED WATER NOT REGULATED UNDER PART OF CHAPTER , F.A.C. 5. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST APPROVED MATERALS SPECFCATONS MANUAL.EE (FULL JONT CENTERED, ALTERNATE 3 FT. MNMUM FROM ALL JONTS) (FULL JONT CENTERED, ALTERNATE 6 FT. MNMUM FROM ALL JONTS) -

47 HQ.TES: 1. AU. MATERALS SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON MANUAL. 2. F STREET S A SHORT CUL-DE-SAC, LOCATOR WRE S TO RUN FROM MAN VALVE TO BLOW-OFF VALVE BOX. PERMANENT BLOW OFF END WRE N VALVE BOX END WRE N VALVE BOX- PERMANENT BLOW OFF BEGN WRE BEGN WRE BEGN WRE BEGN WRE BEGN WRE VALVE w/box (TYPCAL) PERMANENT BLOW OFF END WRE N VALVE BOX --1- BEGN WRE ) EXSTNG MAN DUMMY WRE BOX {AS DRECTED BY ENGNEER) PROPOSED MAN PCU GD 3 TRACER WRE LAYOUT DETAL

48 ~ L ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON MANUAL. 2. USE 2-#14 GAUGE (MNMUM), SOLD CORE COPPER WRE WTH COLOR CODED NSULATON PER SERVCE. 3. THERE SHALL BE SUFFCENT SLACK N TRACER WRE TO EXTEND A MN. OF 12" ABOVE VALVE BOX. 4. WRE S TO CONTNUE THROUGH TEES ON MAN LNE WHERE NO VALVES EXST. 5. ATTACH WRE TO TOP CENTER LNE OF MAN USNG DUCT TAPE OR APPROVED 5'- O" NTERVALS. 6. DUMMY BOXES ARE TO CONSST OF A TOP SECTON OF A VALVE BOX ASSEMBLY ENCASED N A CONCRETE VALVE BOX COLLAR PER P.C.U. APPROVED STANDARD DETAL...---REFER TO P.C.U. APPROVED STANDARD DETAL FOR VALVE BOX/TRACER WRE NSTALLATON [ 12" MN. \ 2-#14 GAUGE SOLD ~CORE COPPER WRES ~.....er-~-=---~~ VNYL DUCT TAPE OR APPROVED EQUAL TAPPNG SLEEVE OR TEE TRACER WRE NSTALLATON DETAL DETAL NDEX.D. PCU GD 3a

49 ~ 1. ALL MATERAB SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON MANUAL. 2. FLTER FABRC REQURED ON VALVES WHEN PPE LNE HAS 5' OR MORE OF COVER VALVE KEY EXTENSON REQURED ON VALVES WTH OPERATOR NUT OVER 3' DEEP. COLOR CODED POLY WRAP REQURED ON ALL BURED VALVES AND F'TNGS l"- 3" 0 3 t---i LOCK RNG 6" PVC(SDR.35) OR APPROVED EQUAL 1"-3" WDE BAND w/3" SECTON CUT OUT. 2 REQURED FOR EACH VALVE BOX ADJUSTABLE VALVE BOX BOTTOM SECTON PER P.C.U. APPROVED MATERALS SPECFCATONS p..-, " \--' '-7 T 1l :1 TRACER WRE (2 EA. DRECTON) 12"MN. t ' ~ VALVE BOX 1 t u 1 TOP SECTON lu la al nf lh r-~1 \r-' L-11' 1" TO 1 W NOTCH N LNE w /PPE DRECTON (UP TO 4 REQURED) 2-#14 GAUGE SOLD COPPER STRAND WRES 6" C-900 OR D..P. VALVE BOX RSER COLOR CODED PER SERVCE RSER REQURED (EVEN F VALVE DEPTH DOES NOT REQURE T.) N ORDER TO KEEP TRACER WRE AWAY FROM VALVE OPERATON NUT. JONT RESTRANERS DUCT TAPE 12"--1 MN. FLTER FABRC VALVE DRAPE SECURED TO PVC RSER VAL VE BOX!fRACER WRE NST ALL ON DETAL PCU GD 4

50 NOTES 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON MANUAL. 2. F VALVE S LOCATED WTHN A SDEWALK CONCRETE COLLAR MAY BE ELMNATED AND DSK SET FLUSH DRECTLY N SDEWALK. 3. BRONZE DSK REQURED: FOR ALL VALVES, AND DUMMY BOXES. 4. THE 24"x24"X6" THCK CONCRETE VALVE BOX COLLAR CAN BE NSTALLED BELOW THE FRCTON COARSE AND THE BRONZE DSK ANCHORED N A NEAR-BY CURB OR SDEWALK. 5. ALL VALVES/BOXES SHALL BE LOCATED BY MEANS OF A PERPENDCULAR 6"x2' BLUE STRPE ACROSS THE CURB. THE DSTANCE FROM THE BACK OF THE CURB TO THE VALVE SHALL BE STENCLED ON THE CURB WTH NUMBERS FOUR NCHES HGH, PANTED BLUE, BY THE CONTRACTOR. 1" CHAMFER (SOD AREAS ONLY) ASPHALT PAVEMEMT ROAD BASE WWF 6" x 6" OR FBER RENFORCED CONCRETE SECTON A-A KEY EXTENSON ---VALVE SZE 3"11> x ~.. THCK BRONZE~ DSK ANCHORED N PAD.] WTH ~"x 2" SERRATED ANCHOR PNS 24"x24 "x6" THCK 3,000 P.S.l. CONCRETE VALVE BOX COLLAR---- APPLCABLE VALVE BOX PER MAN SERVCE (SEWER=ROUND) (WATER= ROUND) (RECLAM=SQUARE) n 12" --l..,... ~ ~4 '----~ _.. _ "_ _...._.. _ ~4-.. _, PLAN VEW 0 A ~--r----valve TYPE {GV=GATE VALVE) (BF=BUTTER FLY VALVE) SERVCE TYPE (PW=POTABLE WATER) (RCW=RECLAMED WATER) (FM=FORCE MAN) DRECTON AND NUMBER OF TURNS TO OPEN AND CLOSE VALVE MUST LST DRECTON BY {LT=LEFT) (RT= RGHT) DUMMY BOXES SHALL BE STAMPED "WRE ONLY" BRONZE DSK DETAL CONCRETE VALVE BOX AND COLLAR DETAL PCU GD 5

51 ~: 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST APPROVED MATERAL SPECFCATON MANUAL. 2. F'TNG CONNECTON TO EXSTNG PPE AND REVERSE DEADMAN MUST BE PART OF ONE NTEGRAL JONT OF PPE. 3. REVERSE DEADMAN FOR 16" AND LARGER PPES SHALL BE DESGNED BY ENGNEER. UNDSTURBED SOL EXSTNG PRESSURE ~ ---/- ~ 1 1'-0" '" \-:; TYP.). 4. 4,. lj:: E--< ] ~ lj:: ;.) z r"1 ROD OR WORK CONCRETE---Hl"'"-l'Y ~ AROUND JONT RESTRANT JONT RESTRANT PLAN JONT RESTRANT EXSTNG PRESSURE ~_ / MN. SPEC. =i 8"-12" t 3000 P.SJ. CONCRETE WTH MAX. 4" SLUMP AND MN. 72 HR. CURE TME ---.:;;;.> PROFLE 18" REVERSE DEADMAN RESTRANT DETAL PCU GD 6

52 NOTE: 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST APPROVED MATERAL SPECFCATON MANUAL. 6" SCH. 40 STEEL PPE (OR D..P.) FLLED WTH AND SET N CONCRETE. (4" PPE MAY BE UTLZED ON BACKFLOW DEVCES 2" AND SMALLER)~---~~-----~~ 48" MN. TWO COATS OF PANT (SAFETY YELLOW) N ACCORDANCE WTH SPECFCATON ASTM D EXSTNG PAVEMENT EXSTNG BASE SLOPE CONCRETE TO DRAN, YD CONC. MN. (3000 P.S..) UNDSTURBED SOL NSTALLATON HYDRANT GUARD {BOLLARD) LAYOUT BOLLARD DETAL PCU GD 7 E:

53 ~ 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST APPROVED MATERAL SPECFCATON MANUAL. 2. F DSTANCE FROM PPE JONT TO END OF CASNG S 6' OR LESS, NO SPACER S REQURED. 3. SPACER TO BE NSTALLED OVER POLY WRAP. 4. ALL PPE N JACK AND BORE CASNG SHALL BE D.. PPE WTH ALL JONTS RESTRANED. EXST. BACK OF CURB EXST. PAVEMENT & BASE -i 5' MN. ASNG PPE END '-o" ( ) 3'-o" SEAL (*)6' SPACNG FOR 18' JONTS NSTALLATON TYPCAL 7' SPACNG FOR 20' JONTS FOR FULL PPE LENGTH TRACER WRES F REQURED ~-CASNG SPACER L ~ (TYP.) ENDS OF CASNG TO BE SEALED WTH BRCK & MORTAR OR APPROVED METHOD FELD LOCK AT EACH JONT N THE CASNG PPE LNE SECTON A-A CARRER & CASNG SZES WATER MAN 4" 6" 8" 10" 12" 14" 16" 18" 20" CASNG 8" 12" 16" 20" 24" 28" 32" 36" 40" CASNG / WALL THCKNESS JACK AND BORE UNDER ROADWAY DETAL ETAL NDEX.D.: PCU GD 8

54 NOTES: 1. AL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST APPROVED MATERAL SPECFCATON MANUAL. 2. F DSTANCE FROM PPE JONT TO END OF CASNG S 6' OR LESS, NO SPACER S REQURED. 3. CENTERLNE OF TRACKS S DETERMNED AS CENTERLNE OF A SNGLE TRACK SET OR OUTSDE SET OF TRACKS FOR DOUBLE SET. 4. SPACER TO BE NSTALLED OVER POLY WRAP. 5. AL PPE N JACK AND BORE CASNG SHAL BE D.. PPE WTH AL JONTS RESTRANED. TRACKS/SNGLE SET OR OUTSDE t SET OF TRACKS FOR DOUBLE SETS 25' MN i ' MN i :[,DTCH, //'<\ '\> 5' -6' MN. FOR MAN LNES ~ 4' -6' MN. FOR ~ SECONDARY & SPUR LNES PPE LNE CASNG PPE END SEAL ( ) 3'-0" ~ 1 -o!mn. r (TYP.) TRACER WRES F REQURED ( ) 6' FOR 18' JONTS 7' FOR 20' JONTS NSTALLATON TYPCAL FOR FULL PPE LENGTH ENDS OF CASNG TO BE SEALED WTH BRCK & MORTAR OR APPROVED METHOD CASNG SPACER FELD LOCK AT EACH JONT N THE CASNG SECTON A-A CARRER / CASNG WATER MAN CARRER & CASNG SZES 4" 6" 8" 10" 12" 14" 8" 12 16" 20" 24" 28" CASNG / WAL THCKNESS JACK AND BORE UNDER RALWAY DETAL PCU GD 9

55 NOTES: 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON MANUAL. 2. ALL DUCTLE RON PPE SHALL BE RESTRANED. 3. RGD PPE CONNECTNG TO H.D.P.E. PPE WLL REQURE ADDTONAL RESTRANT METHODS OF THE RGD PPE AS DRECTED BY ENGNEER. RUBBER GASKET FOR D.. JONT DUCTLE RON PPE WTH MECHANCAL JONT ENDS---~ D.. BACK-UP DRVE RNG (TYP.) POLYETHYLENE MECHANCAL JONT ADAPTOR (TYP.) HEAT FUSED JONT (TYP.).D.P.E. PPE (TYP.) NTERNAL STANLESS STEEL STFFENER RUBBER GASKET FOR D.. JONT TYPCAL D.l./HDPE PPE MECHANCAL JONT ADAPTOR NOT TO SCALE D.. BACK-UP DRVE RNG (TYP.) POLYETHYLENE MECHANCAL JONT ADAPTOR (TYP.) HEAT FUSED JONT (TYP.).D.P.E. PPE (TYP.) NTERNAL STANLESS STEEL STFFENER (TYP.) D.. MECHANCAL JONT FTTNG TYPCAL D.. FTTNG/HOPE PPE CONNECTON DETAL NOT TO SCALE D.. RETANER GLAND D.R. 18, (C-900) PVC OR CLASS 51 D..P. BUTT-FUSE H.D.P.E. M.J. ADAPTOR TO H.D.P.E. PPE (NO ELECTROFUSON ALLOWED) H.D.P.E. M.J. ADAPTER TYPCAL PVC/HOPE PPE MECHANCAL JONT ADAPTER NOT TO SCALE H.D.P.E. PPE FUSBLE PVC/HDPE PPE CONNECTONS DETAL KEVN BECOTTE, P.E. / REVSON: PCU GD 10

56 ~ 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON MANUAL. 2. ALL DUCTLE RON PPE SHAU, BE RESTRANED. 3. RGD PPE CONNECTNG TO H.D.P.E. PPE WJ., REQURE ADDTONAL RESTRANT METHODS OF THE RGD PPE AS DRECTED BY ENGNEER. TEE-BOLT RUBBER GASKET FOR DJ. JONT----,. DUCTLE RON PPE WTH MECHANCAL JONT END J D.. GLAND (TYP.) POLYETHYLENE MECHANCAL JONT ADAPTOR (TYP.) HEAT FUSED JONT (TYP.) H.D.P.E. PPE (TYP.) PROFLE VEW TYPCAL D.l. /HDPE PPE MECHANCAL JONT ADAPTOR NOT TO SCALE TEE-BOLT----. J D.. GLAND (TYP.) RUBBER GASKET POLYETHYLENE MECHANCAL JONT ADAPTOR (TYP.) FOR D.. JONT----. HEAT FUSED JONT (TYP.) H.D.P.E. PPE (TYP.) D.. MECHANCAL JONT FTTNG PROFLE VEW TYPCAL D.. FTTNG/HOPE PPE CONNECTON DETAL NOT TO SCALE FUSBLE PVC/HDPE PPE CONNECTONS DETAL PCU GD 10a

57 NOTES: 1. ALL MATERALS SHALL BE N ACCORDANCE WTH THE LATEST P.C.U. APPROVED MATERAL SPECFCATON. 2. MANUAL. THS TABLE SHALL BE UTLlZED FOR ALL PRESSURE MAN NSTALLATONS. ALL F'TNGS SHALL BE RESTRANED TO THE LENGTHS NDCATED, AT A MNMUM. 3. THS TABLE WAS DEVELOPED USNG THE FOLLOWNG ASSUMPTONS: o D.. PPE WTH POLY WRAP o SAFETY FACTOR OF 1.5 TO 1 o TEST PRESSURE OF 150 P.S.. o SOL TYPE = S.M. o TYPE 3 TRENCH o DEPTH OF COVER = 2.5' UP TO 18" AND 3' FOR 20" AND ABOVE. 4. WHEN A TEE HAS A VALVE ON THE RUN, THE BRANCH AND THE RUNS SHALL BE RESTRANED AS A 90 BEND FOR THE SZE OF THE PPE. 5. ALL BENDS, TEES, AND VALVES SHALL BE RESTRANED ON EACH SDE OF THE F'TNG. 6. ALL RESTRANED PPE LENGTHS ARE N FEET. 7. "F" REPRESENTS THE RESTRANED JONTS AT THE F'TNGS. 8. HDPE TRANSTON VALVE S FOR STRAGHT TE-NS, F A BEND S USED, THE VALVE FOR THE BEND MUST BE ADDED. 9. LlNE VALVES SHALL BE RESTRANED UPSTREAM AND DOWNSTREAM AS A DEAD END. PPE SZE FTTNGS TEE DEAD BRANCH )2 11Y.J ONLY END 2" F F F 40 4" " " o" " " " " " " " " PRESSURE MAN RESTRANED JONT PRESSURE MAN RESTRANED JONT DETAL.--RU_N~' BRANCH ~' _R_U_N, FTTNGS REDUCERS LARGER LG. SZE SM. SZE LENGTH PPE 4" 2" 17' 24 6" 4" 50' 35 8" 4" 91' 64 6" 53' 37 4" 123' 87 1 o" 6" 93' 66 8" 51' 36 4" 1 SA. 108 f;" 12" 1?Q 91 8" Q.4' 66 1 O" :\?' 37 6" 1 F.n " 8" O" QC\' 67 1?" :\?' 36 6" 190' 134 8" " 1 o" 134' 94.')" g) 67 " c; 36 5'" 1 i:; 137 ('" 1 g' " 12" 135' 95 " 96' 67 f.." S1. 36 ('" 172' 121,, " 14" 117' 82 16" 82' 58 8" 44' 30 1?" 701, " " 16" 149' " ?t i:<? 57 " '' J, " n,, 125 "~,, ~ 80?n"?C\R' "?.4" 207' 144 l;o'' PCU GD 11