GENERAL DETAILS INDEX N/A DIRECTOR REVISION DATE DRAWING TITLE DRAWING NUMBER S TAN DAR D S. I ill c=~, I

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1 DRAWNG NUMBER S10-1 S10-3 S10-4 S10-5 S10-6 S10-7 S10-8 S10-9 S S10-11 S10-12 S10-13 S10-14 S10-15 S10-16 S10-20 S S10-22 S10-23 S10-24 S10-28 S10-30 S10-31 S10-32 S10-40 S10-42 S10-45 S10-50 DRAWNG TTLE GENERAL NOTES FOR PLANS AND DETALS ABBREVA TONS FOR PLANS AND DETALS ABBREVATONS FOR PLANS AND DETALS ABBREVA TONS FOR PLANS AND DETALS PLOTTNG SYMBOLS FOR PLANS AND DETALS UTLTY LlNESTYLES FOR PLANS AND DETALS GENERAL LlNESTYLES FOR PLANS AND DETALS STRUCTURE SYMBOLS FOR PLANS AND DETALS PRESSURE PPE AND UTLTY POLE SYMBOLS FOR PLANS AND DETALS TREE PROTECTON FENCE BARRERS GENERAL LANDSCAPNG NOTES FERTLZATON, WATERNG, AND WARRANTY TREE PLANTNG PALM TREE PLANTNG SHRUB AND GROUNDCOVER PLANnNG NEGHBORHOOD SGNAGE SUPPORT AND FOUNDATON TYPE RETANNG WALL TYPE RETANNG WALL TYPE RETANNG WALL TYPE V RETANNG WALL RENFORCED CONCRETE SEAWALL FLEXBLE PAVEMENT RESTORATON RGHT-OF-WAY RESTORATON SURFACE RESTORATON PAYMENT LMTS JACK AND BORE CONCRETE CRADLE FOR PPE/CONDUT OR BOX CULVERT BEDDNG FOR PPE/CONDUT OR BOX CULVERT MANHOLE RNG AND COVER CASTNG REVSON 09/07 09/07 09/07 09/07 09/09 01/10 REVSONS BY SWB SWB 09/06 SWB 09/07 SWB 01/10 SCALE: CT Y ill c=, C= ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG N. T.S. S TAN DAR D S N/A DRECTOR GENERAL DETALS NDEX : JUNE 2002 S10-NDEX

2 DRAWNG NUMBER S10-52 S10-60 S10-61 S10-62 S10-63 DRAWNG TTLE REVSON ACCESS STRUCTURE CHANNELZATON STE DEVELOPMENT AND/OR CONSTRUCTON STAGNG STE EROSON CONTROL 09/06 GUDE FOR TYPE "A" LOT GRADNG (ALL DRANAGE TO ROADWAY) GUDE FOR TYPE "B" LOT GRADNG (ALL DRANAGE TO ROADWAY AND ALLEY) GUDE FOR TYPE "e" LOT GRADNG (ALL DRANAGE TO ALLEY) REVSONS BY SWB SWB 09/06 C T Y fll ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN 0 A R 0 S GENERAL DETALS NDEX N/A DRECTOR DA TE: SEPT S10-NDEX

3 GENERAL NOTES 1. ALL FELD LAYOUT AND SURVEYNG FOR CONSTRUCTON OF THS PROJECT SHALL BE PROVDED BY THE CONTRACTOR AT HS EXPENSE, UNDER THE DRECTON OF A LCENSED PROFESSONAL LAND SURVEYOR. 2. VERTCAL CONTROL S BASED UPON THE CTY OF ST. PETERSBURG DATUM ELEVATON OF 97.00, WHCH S EQUAL TO N.G.V.D. (1929) 3. EXSTNG SUBSURFACE UTLTY HORZONTAL ALGNMENTS WERE ESTABLSHED THROUGH THE USE OF AVALABLE RECORDS AND THEREFORE, ARE SHOWN N THERE APPROXMATE LOCATONS. THE CONTRACTOR SHALL NOTFY THE RESPECTVE UTLTY COMPANES NO LATER THAN 48 HOURS PROR TO COMMENCNG WORK N A SPECFC AREA. THE CONTRACTOR SHALL BE RESPONSBLE FOR THE VERFCATON OF ALL UTLTY LOCATONS WTHN THE WORK AREA. 4. THE CONTRACTOR SHALL GVE WRTTEN NOTCE TO ALL AFFECTED CTY WATER CUSTOMERS A MNMUM OF 24 HOURS N ADVANCE OF ANY AND ALL WORK REQURNG DSRUPTON OF ACCESS, NTENDED WATER, OR SANTARY SEWER SERVCE NTERRUPTON. DSRUPTON N SERVCE TO ANY CUSTOMER SHALL NOT EXCEED 2 HOURS FOR WATER AND 4 HOURS FOR SANTARY SEWER SERVCE. ACCESS TO PROPERTY SHALL BE MANTANED AT ALL TMES. 5. T SHALL BE THE RESPONSBLTY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT NTERSECTONS, STREETS, AND DRVEWAYS SO THAT POSTVE DRANAGE WLL BE MANTANED WTH NO PONDNG OF WA TER AS A RESULT OF THE NEW CONSTRUCTON. 6. PROPERTY MARKERS SHALL BE PROTECTED BY THE CONTRACTOR. THE CONTRACTORS REGSTERED SURVEYOR SHALL REPLACE ANY MARKERS THAT ARE DSTURBED. 7. ATTENTON S DRECTED TO THE FACT THAT SOME PORTONS OF STORM DRANAGE STRUCTURES OR STORM DRAN PPES EXTEND NTO THE STABLZED PORTON OF THE ROADWAY. EXTREME CAUTON SHOULD BE UTLZED DURNG STABLZATON OPERATONS AT THESE LOCATONS. ADDTONAL COMPACTED BASE MATERAL MAYBE REQURED AT THE DRECTON OF THE ENGNEER. 8. THE CONTRACTOR SHALL PROVDE AND MPLEMENT STE SPECFC EROSON AND SEDMENT CONTROL PROCEDURES SUCH AS HAY BALES, STAKED SLT BARRERS, FLOATNG TURBDTY BARRER, OR OTHER APPROVED METHODS AS REQURED TO PREVENT THE TRANSPORTATON OF SEDMENT DOWNSTREAM NTO STREETS, STORM DRANS, DTCHES, PONDS, ETC. 9. ALL EXSTNG CTY TRAFFC SGNS WTHN THE PROPOSED CONSTRUCTON LMTS ARE TO BE PROTECTED BY THE CONTRACTOR. CAUTON SHOULD BE EXERCSED WHLE RELOCATNG EXSTNG SGNS WHERE DRECTED. F THE SGNS ARE DAMAGED BEYOND USE, AS DETERMNED BY THE ENGNEER. THE DAMAGED SGNS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 10. THE CONTRACTOR SHALL ADJUST (AS REQURED) PPELNE ALGNMENTS HORZONTALLY AND/OR VERTCALLY TO AVOD CONFLCTS WTH ACTUAL FELD CONDTONS AS UNCOVERED DURNG CONSTRUCTON. FELD ADJUSTMENT SHALL BE COORDNATED WTH, AND APPROVED BY THE ENGNEER. 11. THE CONTRACTOR SHALL PROVDE ALL DEWATERNG EQUPMENT NECESSARY TO KEEP EXCAVATONS DRY AND SHALL PROVDE ALL SHORNG, SHEETNG, AND BRACNG NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES, UTLTES, EXSTNG PAVEMENT, OR TO MNMZE TRENCH WDTH, AT THE CONTRACTORS EXPENSE. REVSONS BY SWB C T Y fll, C ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S GENERAL NOTES FOR PLANS AND DETALS : JUNE liL S10-1 DRECTOR

4 A A AASHO AASHTO ABO AC A.D.A. AH ALT ALUM APPRH APPROX ASPH ASPH CONC ASTM AVE B BTOB BBM BC B/C BEG BT BK BLDG BLKHD BLVD BM B.O. BOT BRG BFV B/W B/L OR c C AND G CB CBM CF C CP CPL C/FT CL C/L OR <t CLF CM REVSONS BY SWB 06/03 AREA (OF LAND OR MASS) AMERCAN ASSOCATON OF STATE HGHWAY OFFCALS AMERCAN ASSOCATON OF STATE HGHWAY AND TRANSPORTATON OFFCALS ABANDONED ACRE AMERCANS WTH DSABLTES ACT AHEAD ALTERNATE ALUMNUM APPROACH APPROXMATE ASPHALT ASPHALTC CONCRETE AMERCAN SOCETY FOR TESTNG AND MATERALS AVENUE BACK TO BACK BRDGE BENCH MARK BOX CULVERT BACK OF CURB BEGN BTUMNOUS BACK BULDNG BULKHEAD BOULEVARD BENCH MARK BLOW-OFF BOTTOM BEARNG BUTTERFLY VALVE BACK OF WALK BASELNE OF SURVEY CURB AND GUTTER CATCH BASN CTY BENCH MARK CUBC FEET CURB NLET OR CAST RON CAST RON PPE CAST-N-PLACE CUBC NCH PER FOOT CLEARANCE CENTERLNE OF CONSTRUCTON CHAN LNK FENCE CONCRETE MONUMENT CT Y S T A c CPP CMP CMPA CO COM CONC CONST COR CORR CP CSP CTR CULV CY o o DBH DBL DEPT 01 DA DM DP DSP DOT DR D/W DWG E E EA E.F. OR E/F EL OR ELEV ELEC ELLP EMBK ENCL ENGR EP EQ EQUP ERCP ESMT ETC EW E.W. OR E/W EXCAV EXST CORRUGA TED PLASTC PPE CORRUGATED METAL PPE CORRUGATED METAL PPE ARCH COUNTY OR CLEAN-OUT COMMERCAL CONCRETE CONSTRUCT CORNER CORRUGATED CONCRETE PPE CORRUGA TED STEEL PPE CENTER CULVERT CUBC YARD DEGREE OF CURVATURE DAMETER AT BREAST HEGHT DOUBLE DEPARTMENT DROP NLET or DUCTLE RON DAMETER DMENSON DUCTLE RON PPE DSPOSAL DEPARTMENT OF TRANSPORTATON DRAN DRVEWAY DRAWNG EAST EACH EACH FACE ELEVATON ELECTRC ELLPTCAL EMBANKMENT ENCLOSURE ENGNEER EDGE OF PAVEMENT EQUATON OR EQUAL EQUPMENT ELLPTCAL RENFORCED CONCRETE PPE EASEMENT ETCETERA ENDWALL EACHWAY EXCAVATON EXSTNG N 0 A R 0 S ABBREVATONS FOR PLANS AND DETALS SWB ENGNEERNG DEPARTMENT : JUNE 2002 SWB 09/07 CTY of ST. PETERSBURG SCALE: N.T.S. DRECTOR S10-3

5 F F TO F FCM FED FEMA FES FH FHWA FP FR FL FLEX FLOAT F.M. FOUND FT FURN FUT F/C G FACE TO FACE FOUND CONCRETE MONUMENT FEDERAL FEDERAL EMERGENCY MANAGEMENT ADMNSTRA TON FLARED END SECTON FRE HYDRANT FEDERAL HGHWAY ADMNSTRATON FOUND RON PPE FOUND RON ROD FLOW LNE FLEXBLE FLOTATON FORCE MAN FOUNDATON FEET OR FOOT FURNSH FUTURE FACE OF CURB GA OR GAL GALLON GALV GALVANZED GAR GARAGE G GRA TE NLET GSP GALVANZED STEEL PPE GR GRADE GRND GROUND GUT OR GTTR GUTTER GV GATE VALVE H H HDPE HDWL HNDRL HORZ HP H.P. HR HW HWY HYD HARNESSED JONT HGH DENSTY POLYETHYLENE HEADWALL HANDRAL HORZONTAL HGH PONT HORSE POWER HOUR HGH WATER HGHWAY HYDRANT PPE NTRMD NV J JB L L LA LB LBR LF LGTH LS LT M (M) MANT MAX MES MH MHW M MN MSC MJ MLW MON MPH MSL N N/A N NE NGVD NC NO NW NTERME NVERT JUNCTON BOX LENGTH OF CURVE LMTED ACCESS POUND LlMEROCK BEARNG RATO LNEAR FEET LENGTH LUMP SUM LEFT MEASURED DSTANCE MANTENANCE MAXMUM MTERED END SECTON MANHOLE MEAN HGH WATER MLE MNMUM MSCELLANEOUS MECHANCAL JONT MEAN LOW WATER MONUMENT MLES PER HOUR MEAN SEA LEVEL NOT APPLCABLE NORTH NORTHEAST NATONAL GEODETC VERTCAL DATUM NOT N CONTRACT OR NOT NCLUDED NUMBER NORTHWEST D N N NCL. P NSTL NSDE DAMETER NCH NCORPORA TED NCLUDED RON PPE NSTALL CT Y 1 1 ll 1 1 i1 1,-_=- ENGNEERNG DEPARTMENT LL CTY of ST. PETERSBURG S T A (./ J o o TO 0 OC OD OVHD OUT TO OUT ON CENTER OUTSDE DAMETER OVERHEAD N 0 A R 0 S ABBREVATONS FOR PLANS AND DETALS... _ L) SCALE: N. T.S. DRECTOR : JUNE 2002 S10-4

6 p - (P) PLAT PAVT/PVMT PAVEMENT PC PONT OF CURVATURE p.e.f. PER CUBC FOOT PEDES PEDESTRAN PGL PRORLE GRADE UNE P PONT OF NTERSECTON PP POWER POLE PROJ PROJECT p.s.f. PER SQUARE FOOT p.s.i. PER SQUARE NCH PT PONT OF TANGENCY OR PRESSURE TREATED P.V.C. PONT OF VERTCAL CURVE PVC POL YVNYL CHLORDE PV PONT OF VERTCAL NTERSECTON P /L OR e. PROPERTY UNE R - R RADUS RCLM RECLAM OR RECLAMED RCP RENFORCED CONCRETE PPE RCWM RECLAMED WATER MAN RD ROAD RDWY ROADWAY RENF RENFORCED OR RENFORCEMENT RELOC RELOCATE OR RELOCATED REM REMOVE OR REMOVED REPL REPLACE OR REPLACED RPM REVOLUTONS PER MNUTE RR OR R/R RALROAD RT RGHT R/W RGHT-OF-WAY S - S SOUTH SAN SANTARY SD STORM DRAN SE SOUTHEAST SECT SECTON SEW SEWER SF OR SQ FT SQUARE FOOT OR SQUARE FEET SHLDR SHOULDER S OR SQ N SQUARE NCH SPEC SPECFCA TON SY OR SQ YD SQUARE YARD SR STATE ROAD SS STANDARD SPECFCATONS FOR ROAD AND BRDGE SPECFCATON (FLORDA DOT) ST STREET REVSONS BY SWB C T Y flr::. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. s - STA STD STL STR SW S/W SYST T - T TBM T.O.B. T/C OR TEL TKNSS TN TREAT TW TWP TYP U - UD UG V - VAR VC VF VCP VERT W - W WM WT TOC STATON STANDARD STEEL STRUCTURE SOUTHWEST SDEWALK SYSTEM TANGENT TEMPORARY BENCH MARK TOP OF BANK TOP OF CURB TELEPHONE THCKNESS TON TREATMENT TRAVEL WAY OR TRAVELED WAY TOWNSHP TYPCAL UNDERDRAN UNDERGROUND S TAN DAR D S VARES OR VAROUS VERTCAL CURVE VERTCAL FOOT OR VERTCAL FEET VTRFED CLAY PPE VERTCAL WEST WATER MAN WATER TABLE. WEGHT. OR WALL THCKNESS ABBREVATONS FOR PLANS AND DETALS,6.&-,. DRECTOR : JUNE 2002 S10-5

7 APPLCA TON PLOTTNG SYMBOLS EXSTNG PROPOSED AERAL TARGET APPROXMATE BENCH MARK, CTY CONTROllED BENCH MARK, TEMPORARY BORNG STE BUSH CENTERLNE CONCRETE MONUMENT DELTA ANGLE FOUND CONCRETE MONUMENT FOUND RON PPE FOUND RON ROD FOUND "X" CUT HAYBAlE leader AND NOTE NORTH ARROW OVERLAND FLOW ARROW PPE FLOW ARROW PONT OF NTERSECTON PROFilE ELEVATONS PROPERTY LNE REVSON ROUND OR DAMETER SAND BAG SGN, DOUBLE POST SGN, SNGLE POST SPOT ELEVATONS SPRNKLER SURVEY BASELNE SURVEY NAil AND DSK SURVEY TRAVERSE PONT TREE-CONFEROUS TREE -DECDUOUS TREE-PALM $5 ± -$CBM #XXX o TBM-BOX CUT o OR C/l N/A ± $CBM #XXX o TBM-BOX CUT N/A OR C/l OC.M. 6 OC.M. 6 D F.C.M. N/A FP N/A OFR N/A X FNO. "x" CUT N/A N A :!:!l TE TEXT TE TEXT N/A dorl D OR:-" D i 2 & f( OR P /l it. REVSON DESCRPTON /) /) N/A 0 f( OR P L : N/A / f i-i-i-' N/A ++ <V-.:;,.... JJ ",\c, +0'OR OR B/l OR B/l OS.O N/A N/A 01" CEDAR N/A 027" OAK N/A - 10" PALM N/A REVSONS BY SWB C T Y fk. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S PLOTTNG SYMBOLS FOR PLANS AND DETALS B.lt DRECTOR : JUNE 2002 S10-6

8 UTLTY LlNESTYLES APPLCA TON EXSTNG (1) PROPOSED CABLE TV, BURED CATV N/A CABLE TV, OVERHEAD OCATV N/A FBER OPTCS CABLE FOC N/A FORCE MAN 8" FM GAS MAN 4" G N/A GUY WRE AND ANCHOR ( N/A PPE TO BE ABANDONED N/A X X PPE TO BE REMOVED N/A 7 7 POWER, BURED p N/A POWER, OVERHEAD OP N/A RECLAMED WATER -- 8" RCW -- SANTARY SEWER 6" S STORM DRAN (2) 18" D... TELEPHONE, BURED T N/A TELEPHONE, OVERHEAD OT N/A UNDERDRAN 6" UD WATER MAN 8" W 1. EXSTNG UTLTES, LNE STYLES, AND SYMBOLS ON THE PROPOSED PLANS CAN BE SHOWN USNG AUTOCAD GREYSCALE COLORS 250 THRU 255. THS WLL ENHANCE THE APPEARANCE OF THE PROPOSED WORK. ASK FOR CTY STANDARD-CTB PLOT FLE, TO PLOT WTH THS CONFGURATON. 2. PROPOSED PPE SZES GREATER THAN 18 NCH N DAMETER WLL BE DRAWN WTH A DOUBLE LNE. PLAN AND PROFLE PPE WDTHS TO BE SHOWN TO SCALE. REVSONS BY SWB C T Y [l.l ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S UTLTY LNESTYLES FOR PLANS AND DETALS 6.L DRECTOR : JUNE 2002 S10-7

9 GENERAL LlNESTYLES APPLCATON EXSTNG PROPOSED BASE LNE OF SURVEY BULDNG WALL CENTER LNE OF CONSTRUCTON N/A CTY: RGHT-OF-WAY DOT: LMTED ACCESS RGHT-OF-WAY -/-/-/-/-/-/-- -/-/-/-/-/-/-- EASEMENT EDGE OF WATER OR DTCH/SWALE EDGE OF ROADWAY: -PAVED, LABEL SURFACE TYPE UNPAVED, LABEL SURFACE TYPE N/A FENCE, LABEL HEGHT AND TYPE --x x-- --x x GUARD RAL HEDGE LNE, LABEL TYPE AND HEGHT ) e7r' ,'1""1""), '1"'1 "'1,/7:> AL r LOT LNE t t LOT LNE, COMMON OWNER L Z RALROAD n N/A RETANNG WALL SDEWALK OR DRVEWAY (MPROVED) TEMPORARY SEDMENT BARRER (FLOA TNG TURBDTY BARRER) TOP OF BANK A A A A TREE OR WOOD LNE,.../YYYYYYYYYY_.../YYYYYYYYYY_ LABEL TYPE AND DAMETER AT DBH TYPE OF CURB: -TYPE A OR TYPE C -TYPE B f t -TYPE D! J c T Y S T A N D A R D S REVSONS GENERAL LNESTYLES FOR BY r::.. SWB ' PLANS AND DETALS ENGNEERNG DEPARTMENT CTY of ST_ PETERSBURG,8. Jk. : JUNE 2002 SCALE: N.T.S. S10-8 DRECTOR

10 APPLCA TON STRUCTURE SYMBOLS EXSTNG PROPOSED CATCH BASN, TYPE CATCH BASN, TYPE -M (ONE WNG) CATCH BASN, TYPE -M2 (TWO WNGS) CATCH BASN, TYPE CATCH BASN, TYPE -M (ONE WNG) CATCH BASN, TYPE -M2 (TWO WNGS) CATCH BASN, TYPE CATCH BASN, TYPE -M (ONE WNG) CATCH BASN, TYPE -M2 (TWO WNGS) CATCH BASN, TYPE V CATCH BASN, TYPE V-M (ONE WNG) CATCH BASN, TYPE V-M2 (TWO WNGS) CA TCH BASN, TYPE V CATCH BASN, TYPE V-M (ONE WNG) CATCH BASN, TYPE V-M2 (TWO WNGS) CATCH BASN, TYPE S- CATCH BASN, TYPE S- GRATE NLET HEADSTRUCTURE,TYPE-,TYPE-,OR TYPE JUNCTON BOX, ELECTRC JUNCTON BOX, STORM DRAN JUNCTON BOX, TELEPHONE LFT STATON MANHOLE, TYPE OR MANHOLE,TYPE (FOR RCP OR ERCP) MANHOLE, CONFLCT (TYPE MH) MANHOLE,TYPE V (FOR B/C) MANHOLE, CLEAN OUT MANHOLE, ELECTRC MANHOLE, GAS MANHOLE, SEWER MANHOLE, STORM DRAN MANHOLE, TELEPHONE METER, GAS o <: ':::" LLb:, T] <:'D /TTl"-, TJ <:TTTJ'\ /[TT:, <:'1 1"'-, /1 1"'-, 1 <:'1 1"'-, /1 1 1" ORQ DORCJ o G o CD t. [Q[] t. O ] t.tjoc':" /lotj">, 101 t.' " / " 101 t.' " /1 ORQ G B G o [Q] REVSONS C T Y 8Y le SWB 06/03 SWB S TAN DAR D S STRUCTURE SYMBOLS FOR PLANS AND DETALS ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. APPROVED 8Y:,8.lJ DRECTOR : JUNE 2002 S10-9

11 APPLCA TON PRESSURE PPE SYMBOLS EXSTNG AR RELEASE BEND 11-1/4' BEND 22-1/2' 1 BEND 45' BEND 90' BEND (VERTCAL, UP) 1-) BEND (VERTCAL, DOWN) H CROSS + HYDRANT {) HYDRANT & VALVE METER, RECLAMED WATER J c C - METER, WATER PLUG REDUCER [> TAP VALVE & SLEEVE TEE c{ THRUST BLOCK,CAST N PLACE THRUST BLOCK, PRECAST VALVE VALVE W/BLOW OFF Rl OQ91 WYE PROPOSED '" 1 J c 1-) H + -$:9- ] 0 8: V c::j... APPLCA TON UTLTY POLE SYMBOLS EXSTNG PROPOSED REVSONS BY GENERAL POLE GUY WRE/ANCHOR JONT USER POLE LGHT POLE POWER POLE TELEPHONE SWB C T Y S TAN 0 A R 0 S PRESSURE PPE AND [l.l UTLTY POLE SYMBOLS FOR PLANS AND DETALS ;W ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. 13. J DRECTOR DA TE: JUNE 2002 S

12 18"± 18"± DRP LNE TO DRP LNE DRP LNE TO DRP LNE PALM TREES DECDUOUS TREES CONFER TREES RALS N EXSTNG GRADE TYPCAL ELEVATON 2"X4" HORZONTAL RALS, ;:---1-/! 2"X4" POST, TYPCAL AT 4' ON CENTER PALMS AND SMALL TREES SEE NOTE 5 LARGE TREES AND TREE CLUSTERS SEE NOTE 6 1. NO TRUCKS OR HEAVY EQUPMENT ALLOWED WTHN BARRERS, ONLY HAND LABOR ALLOWED. 2. NO CONSTRUCTON MATERALS, SOL DEPOSTS, OR SOLVENTS SHALL BE ALLOWED NSDE BARRERS. 3. BARRERS ARE TO BE N PLACE PROR TO ANY CONSTRUCTON ACTVTES NEAR TREES. 4. BARRERS ARE TO REMAN N PLACE UNTL ALL PAVNG, CONSTRUCTON, AND HEAVY EQUPMENT ARE REMOVED FROM THE AREA. 5. FOR SNGULAR PALM TREES AND TREES FROM 1" TO 8" DBH. 6. FOR LARGER TREES LARGER THAN 8" DBH AND TREE CLUSTERS THAT NEED BARRERS. REVSONS BY SWB 06/01 SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TREE PROTECTON FENCE BARRERS DETAL DA TE: SEPT '-(kf/av;) f3 s(j t. 4 S10-11 DRECTOR

13 GENERAL LANDSCAPNG NOTES 1. ALL PLANT MATERALS TO BE FLORDA #1 OR BETTER QUALTY, NSTALLED TO HGHEST NURSERY STANDARDS. 2. MULCH TO BE RECYCLED WOOD MULCH, UNLESS OTHERWSE SPECFED. MULCH SHALL BE NSTALLED TO A MNMUM OF 3" THCK N ALL PLANTNG AREAS. 3. SOD TO BE 95% WEED FREE: ARGENTNE BAHA OR ST. AUGUSTNE "FLORA TAM", AS SPECFED ON THE PLANS. SOD TO BE NSTALLED WTH TGHT JONTS, ROLLED AND FERTLZED AT TME OF NSTALLATON. ALL AREAS DSTURBED DURNG PLANT REMOVAL AND/OR PLANTNG WORK SHALL BE FLLED AND GRADED TO MATCH THE ADJACENT GRADE AND SODDED AS REQURED TO COVER ANY EXPOSED GROUND. SODDED AREAS SHALL BE NCLUDED N THE ESTABLSHED WATERNG PEROD. 4. ALL DMENSONS TO BE FELD CHECKED BY THE LANDSCAPE CONTRACTOR PROR TO CONSTRUCTON, WTH ANY DSCREPANCES REPORTED MMELY TO THE ENGNEER. 5. ALL MATERALS MUST BE AS SPECFED ON THE LANDSCAPE PLAN. F MATERALS OR LABOR DO NOT ADHERE TO THE SPECFCATONS, THEY WLL BE REJECTED BY THE ENGNEER WTH PROPER NSTALLATON CARRED OUT BY THE CONTRACTOR AT NO ADDTONAL COST TO THE CTY. 6. NO SUBSTTUTONS OR CHANGES OF ANY KND WLL BE MADE AT THE TME OF BDDNG, SO AS TO PROVDE FOR EQUAL AND FAR BD COMPARSONS. 7. ALL PERMTS NECESSARY ARE TO BE OBTANED BY THE NSTALLNG CONTRACTOR, UNLESS OTHERWSE SPECFCALLY STATED N THE SPECFCATONS. 8. NO CONTRACTOR DENTFCATON SGNS SHALL BE PERMTTED ON THE PROJECT. 9. CAREFULLY REVEW THE LANDSCAPE SPECFCATONS. THE NSTALLATON CONTRACTOR WLL BE HELD RESPONSBLE FOR ALL TEMS CONTANED THEREN. 10. ALL PLANT MATERAL SHALL BE PLANTED WTH "TERRA-SORB AG" OR AN APPROVED EQUAL, N ACCORDANCE WTH THE MANUFACTURER'S RECOMMENDATONS FOR THE RATE OF APPLCATON. REVSONS BY C T 7lL ENGNEERNG Y DEPARTMENT S TAN 0 A R 0 S GENERAL LANDSCAPNG NOTES DETAL CTY of ST. PETERSBURG l./. 11 f/ t----t----r (.:J. SCALE: N. T.S. DRECTOR : MARCH 2006 S10-12

14 FERTLZATON REQUREMENTS TREES, PALMS, SHRUBS, AND GROUNDCOVER: ALL TREES, PALMS, SHRUBS, AND GROUNDCOVER SHALL BE FERTLZED WTH "AGRFORM" OR APPROVED EQUAL OF TABLETS AT THE TME OF NSTALLATON AND PROR TO COMPLETON OF PT BACK FLLNG. THE TABLETS SHALL BE PLACED UNFORMLY AROUND THE ROOT MASS AT A DEPTH THAT S BETWEEN THE MDDLE AND BOTTOM OF THE ROOT MASS. APPLCATON RATE: TREES: PALMS: 1 GALLON CANTANER: 3 GALLON CANTANER: 5 GALLON CANTANER: 7 GALLON CANTANER: GROUND COVER AREAS: 3-21 GRAM TABLETS PER EACH 1/2" OF CALPER 7-21 GRAM TABLETS 1-21 GRAM TABLETS 2-21 GRAM TABLETS 3-21 GRAM TABLETS 4-21 GRAM TABLETS ALL GROUND COVER AREAS SHALL RECEVE FERTLZATON WTH "OZMOCOTE" OR APPROVED EQUAL, TME RELEASE FERTLZER AS PER THE MANUFACTURER'S RECOMMENDATONS. WATERNG SCHEDULE THE 52 WEEK ESTABLSHMENT WATERNG SCHEDULE SHALL BE AS FOLLOWS: WEEKS 1 AND 2 WEEKS 3 THRU 5 WEEKS 6 THRU 11 WEEKS 12 THRU 17 WEEKS 18 THRU 25 WEEKS 25 THRU 52 TREES: PALMS: SHRUBS: GROUNDCOVER: 5 TMES PER WEEK 4 TMES PER WEEK 3 TMES PER WEEK 2 TMES PER WEEK 1 TME PER WEEK 1 TME EVERY OTHER WEEK, MN. OR AS NEEDED TO NSURE THE SURVVABLTY OF THE TREES, PALMS, SHRUBS AND GROUNDCOVER THROUGHOUT THE WARRANTY PEROD 20 GALLONS EACH 20 GALLONS EACH 3 GALLONS EACH 2 GALLONS PER PLANTNG TREES: PALMS: SHRUBS: GROUNDCOVER: WARRANTY PEROD ONE YEAR FROM OF FNAL ACCEPTANCE ONE YEAR FROM OF FNAL ACCEPTANCE 120 DAYS FROM THE OF FNAL ACCEPTANCE 120 DAYS FROM THE OF FNAL ACCEPTANCE REVSONS BY CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S FERTLZATON, WATERNG, AND WARRANTY DETAL 3.J DRECTOR.. : MARCH 2006 S10-13

15 CROWN SPREAD f :r: G W :r: «0:: o CD 0:: ::::) U AS PER PLANS 5' MN., WHEN APPLCABLE 3-12" long ORANGE FLAGGNG TAPE, TYP. 2-2"x4" WOOD STAKES, ::.:: SEE NOTE 4 u «CD CONTANER GROWN TREE EXSTNG GRADE 1/2" BLACK RUBBER HOSE 1 /3 UP TREE OR TO THE FRST BRANCH 2-GAlVANZED SUPPORT WRES, DOUBLED AND TWSTED TGHT, SZED FOR CALPER OF TREE 3" MULCH layer 4" EARTHEN SAUCER APPROVED PLANTNG z :E -.J-----o::llllilil\iSOll BACKFill dt;0:- APPROVED PLANTNG 11 SOil BACKFill UNDSTURBED SOil 3 TO 5 TMES THE WDTH OF THE FOOTBAll FERTLZER TABLETS AS REQURED. SEE NOTES 1 AND 2 BELOW 1. FOR GENERAL REQUREMENTS AND CONDTONS, SEE CTY STANDARD DETAil-GENERAL landscapng NOTES. 2. FOR FERTLZNG, WATERNG, AND WARRANTY REQUREMENTS, SEE STANDARD DETAil-FERTLZATON, WATERNG, AND WARRANTY. 3. F BAllED AND BURlAPPED MATERAL S USED, All BURLAP AND STRAPPNG SHAll BE REMOVED FROM ROOT BAll MMELY PROR TO NSTAllATON. 4. USE 2"x2" STAKES FOR TREES 1" TO 2" CALPER. 5. OTHER TREE STAKNG SYSTEMS MAY BE ACCEPTABLE WTH APPROVAL BY THE ENGNEER. REVSONS BY CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TREE PLANTNG DETAL B.i1 DRECTOR : MARCH 2006 S10-14

16 -- CGAR CUT ALL SABLE PALM HEADS, REMOVE ALL EXSTNG FRONDS AND CUT BACK THE BUD TO A MNMUM OF 12". WASHNGTONAN PALMS TO BE TRMMED AND TED FOR TRANSPORTNG. TREES TO BE UNTED MMED ATEL Y PROR TO NSTALLATON 'A-_----- TRUNK SHALL BE FREE OF SCARS, BURN MARKS, AND BOOTS. 5 LAYERS OF BURLAP, 3-2"x4" WOOD CLEATS, CONNECTED WTH 2-3/4" STEEL BANDS u... Oz f-::::> a:: elf- Wa:: «") u 3-2"x4"WOOD BRACES AT 120 APART, LEANGTH AS REQURED MULCH 3" FROM TRUNK 3" MULCH LAYER 6" EARTHEN SAUCER :m;::---- t'x4"x30" WOOD STAKE --- APPROVED SABLE PALM PLANTNG SOL BACKFLL FERTLZER TABLETS AS REQURED. SEE NOTES 1 AND 2 BELOW UNDSTURBED SOL 1. FOR GENERAL REQUREMENTS AND CONDTONS, SEE CTY STANDARD DETAL-GENERAL LANDSCAPNG NOTES. 2. FOR FERTLZNG, WATERNG, AND WARRANTY REQUREMENTS, SEE STANDARD DETAL-FERTLZATON, WATERNG, AND WARRANTY. 3. ALL SABLE PALM ROOT BALLS SHALL BE A MNMUM OF 3' -0"x3' -a". 4. ALL SABLE PALMS SHALL BE STAKED AS SHOWN ABOVE. REVSONS CT Y BY ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R D S PALM TREE PLANTNG DETAL 8. DRECTOR : MARCH 2006 S10-15

17 3" MULCH LAYER 4" EARTHEN SAUCER FERTLZER TABLETS AS --- REQURED. SEE NOTES 1 AND 2 BELOW --=:::::-- 6" APPROVED PLANTNG SOL BACKFLL UNDSTURBED SOL TYPCAL SHRUB oooooooo * o * 8-llJ * - EQUAL SPACNG AS NOTED ON PLANS TYPCAL GROUNDCOVER %% )%% EXSTNG SOL' 3" APPROVED PLANTNG SOL BACKFLL A-SHRUBS AND GROUNDCOVERS ADJACENT TO STRAGHT EDGES SHALL BE TRANGULAR SPACED N ROWS PARALLEL TO THE STRAGHT EDGE B-SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED N ROWS PARALLEL TO THE CURVED EDGE 1. FOR GENERAL REQUREMENTS AND CONDTONS, SEE CTY STANDARD DETAL-GENERAL LANDSCAPNG NOTES. 2. FOR FERTLZNG, WATERNG, AND WARRANTY REQUREMENTS, SEE STANDARD DETAL-FERTLZATON, WATERNG, AND WARRANTY. REVSONS CT Y BY ll S TAN DAR D S SHRUB AND GROUNDCOVER PLANTNG DETAL : MARCH 2006 ENGNEERNG DEPARTMENT J1 11 t _C TY_Of_ST_._P_E_TE_R_S_BU_R_G_ B.!Wh- SCALE: N. T.S. DRECTOR S10-16

18 "X Or S rl-, "XU U rl-, G N A let 1 FNSHED GRADE AUGER POST HOLES -- 4" TO 8" LARGER THAN POST BACKFLL -COMPACTED TO 95% DENSTY, TYP. SUPPORT POST, TYP. S C H E 0 U L E "z" (x)x(y)= SGN AGE AREA DEPTH, MN. < 20 SQ. FT. 3 FT. 21 TO 50 SQ. FT. 4 FT. 51 TO 80 SQ. FT. 5 FT. SUPPORT POST SZE, MN. 6" x 6" 6" x 6" 6" x 6" NOTE: 1. WHEN "x" S MORE THAN 8 FT.; 3 SUPPORT POST, SPACED AT "X"/3 S REQURED. 2. ALL SUPPORT POST SHALL BE PRESSURE TREATED MATERAL. 3. SUPPORT POST SZE CALL OUTS ARE NOMNAL DMENSONS. REVSONS BY SWB 06/03 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T. S. S TAN DAR D S NEGHBORHOOD SGNAGE SUPPORT AND FOUNDATON DETAL B. DRECTOR : OCTOBER 1998 S10-20

19 ? SDEWALK OR PAVEMENT SLOPE FNSHED 1/4" TO 1/2" PER FOOT J 1/2" - PER FT. MN. OUTSDE FACE OF A RETANNG WALL tv +-+-t-t- / - " 4" 1> PVC DRAN V)(//Y«/('(/,('<'0 ". 6L 11V...,...-H-BARS /6CBTUMNOUS 6Y EXPAN. STRP, CONT. Ht--- G-BARS r SEE NOTE 7 SEE DETAL ABOVE LEFT / :. FNSHED GRADE, \ 1-\ SLOPE@1/2"+--\- PER FT. MN. _\ V /(0/(V'/ ij<: Y/V//y;; --' VEW wi SDEWALK,',.,,/, C --- l r- MH-BARS...,... "'M"--&.o'l L'..:J 1_ B Ldl 4db DETAL VEW F-BARS-J'/ E-BAR.. S SEE DETAL BELOW LEFT J.. W _. TYPCAL SECTON VEW S C H E D U L E H A J B C D W E-BARS F-BARS G-BARS H-BARS 5'-0" 8" - 2'-4" g" 8" 3'-1" 10" OC 12" OC 12" OC 18" OC g" 6'-0" 8" - 3'-1" g" 8" 3'-10' 10" OC 12" OC 12" OC 18" OC g" 7'-0" 8" - 3'-11" 10" 8" 4'-9" 5" OC 10" OC 10" OC 18" OC g" 8'-0" 8" - 4'-9" 1'-0" 10" 5'-9" 6" OC 12" OC 12" OC 18" OC 1'-2" g'-o" 8" - 5'-7" 1'-2" 1'-0" 6'-9" 7" OC g" OC g" OC 18" OC 1'-8" 10'-0" 8" 2" 6'-3" 1'-6" 1'-2" 7'-9" 6" OC 8" OC 8" OC 18" OC 1'-8" 1. DESGN BASED ON WEGHT OF EARTH AT lz0 p.c. t., FRCTON ANGLE OF 30, AND Z' LVE SURCHARGE. Z. DESGN BASED ON 3,000 p.s.i. CONCRETE AND SOL BEARNG CAPACTY OF ZOOO p.s.f. 3. CONTRACTON JONTS SHALL BE PROVDED AT NTERVALS NOT EXCEEDNG 30' ON CENTER AND EXPANSON JONTS AT NTERVALS NOT EXCEEDNG go' ON CENTER. 4. MNMUM LENGTH OF LAP SPLCES S 1.3 Ld WHEN THE MAXMUM PERCENT OF As SPLCED WTHN REQURED LAP LENGTH S 100%. 5. FOR VERTCAL RENFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTNG THE HORZONTAL TEMPERATURE AND SHRNKAGE RENFORCNG. 6. ALL RENFORCEMENT SHALL HAVE Z" CONCRETE COVER MNMUM, AND 3" CONCRETE COVER WHEN CAST AGANST SOL. 7. EACH 4" WEEP DRAN SHALL HAVE A MNMUM OF Z CUBC FOOT OF COURSE AGGREGATE WRAPPED N FLTER FABRC. FLTER FABRC TO BE MRAF 140N OR EQUAL. 8. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 9. WHEN HEGHT FROM TOP OF WALL TO FNSHED GRADE OR SDE WALK EXCEEDS Z'-6" A HANDRAL S REQURED. SEE FOOT DESGN STANDARD NDEX NO. 870 FOR REQUREMENTS. HANDRAL SHALL BE ALUMNUM PPE TYPE. REVSONS BY SWB 06/02 SWB C T Y 1 ll. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. Ldl E-BAR S TAN DAR D S TYPE RETANNG WALL DETAL DA TE: Ld2 F-BAR 10" 10" 10" 1'-2" 1'-2" 1'-4" MARCH ZOOl DRECTOR S1 0-21

20 i? SDEWALK OR PAVEMENT SLOPE 1/4" TO 1/2" PER FOOT OUTSDE FACE OF RETANNG WALL A \ U '\. ll-- 4" PVC DRAN -- 10' OC.1 V- 1/2"x6" BTUMNOUS Y EXPAN. STRP, CONT. VEW W SDEWALK /(. t..d / -0,q. / -- DETAL VEW G-BARS H-BARS -"""1"- {SEE NOTE 7 SEE DETAL ABOVE LEFTy-. t... i'- FNSHED GRADE, ::::. 1/2" \ J. '..t i""'o \ :FNSHED GRADE, 1/2" PER FT. MN. PER FT. MN. =,q. \ / ;(-:z::</,,«yv/v/"" CONTNUOUS r a - [E-BARS.1 3 /',/1\ N )"h" " SEE DETAL J.:1 d21.. BELOW LEFT S C H E D U L E W. - TYPCAL SECTON VEW H A J E W E-BARS G-BARS H-BARS Ld1 Ld2 5'-0" 8" - 8" 2'-10" 10" OC 18" OC 15" OC 6" 6" 6'-0" 8" - 8" 3'-8" 11" OC 12" OC 15" OC 10" 6" 7'-0" 8" - 8" 4'-9" 7" OC 10" OC 15" OC 1'-2" 6" 8'-0" 8" - 10" 6'-2" 6" OC 10" OC 15" OC 1'-9" 6" 9'-0" 8" - 1'-2" 7'-10" 6" OC 12" OC 15" OC 1'-8" 10" 10'-0" 8" 2" 1'-6" 10'-2" 5" OC 10" OC 18" OC 2'-2" 10" 1. DESGN BASED ON WEGHT OF EARTH AT 120 p.e.f., FRCTON ANGLE OF 35, AND 2' LVE SURCHARGE. 2. DESGN BASED ON 4,000 p.s.i. CONCRETE AND SOL BEARNG CAPACTY OF 2000 p.s.f. 3. CONTRACTON JONTS SHALL BE PROVDED AT NTERVALS NOT EXCEEDNG 30' ON CENTER AND EXPANSON JONTS AT NTERVALS NOT EXCEEDNG 90' ON CENTER. 4. MNMUM LENGTH OF LAP SPLCES S 1.3 Ld WHEN THE MAXMUM PERCENT OF As SPLCED WTHN REQURED LAP LENGTH S 100%. 5. FOR VERTCAL RENFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTNG THE HORZONTAL TEMPERTURE AND SHRNKAGE RENFORCNG. 6. ALL RENFORCEMENT SHALL HAVE 2" CONCRETE COVER MNMUM, AND 3" CONCRETE COVER WHEN CAST AGANST SOL. 7. EACH 4" WEEP DRAN SHALL HAVE A MNMUM OF 2 CUBC FOOT OF COURSE AGGREGATE WRAPPED N FLTER FABRC. FLTER FABRC TO BE MRAF 140N OR EQUAL. 8. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 9. WHEN HEGHT FROM TOP OF WALL TO FNSHED GRADE OR SDE WALK EXCEEDS 2'-6" A HANDRAL S REQURED. SEE FOOT DESGN STANDARD NDEX NO. 870 FOR REQUREMENTS. HANDRAL SHALL BE ALUMNUM PPE TYPE. REVSONS BY SWB 06/02 SWB C ENGNEERNG T Y [C DEPARTMENT S TAN DAR D S TYPE RETANNG WALL DETAL t-_s_w_b_+-_0_9_/_07_+-_c_t_y_of_st_._p_e_te_r_s_b_u_rg_- 13, SCALE: N.T.S. DRECTOR : MARCH 2001 S10-22

21 A?SDEWALK OR PAVEMENT SLOPE FNSHED 1/4" TO 1/2" PER FOOT 1/2" OUTSDE FACE OF PER FT. MN. RETANNG WALL ///Y/N1A'</.('<2( _ 10' oe G-BARS-..: " OC, H-BARS CONTNUOUS! L 4" 1& PVC DRAN \ lr- "\:" 1 1 /2"x6" BTUMNOUS. '""S.'<" Y EXPAN. STRP, CONT. SEE DETAL ABOVE LEFT)- FNSHED GRADE" lj--1 wl VEW SDEWALK 1/2" r\ -l""'- PER FT. MN. \.. - «,,</.</<0 ;(>>> 1--'/... / /[\ 3 LLl ; / \,"'0.1 4db 18" oe, COTNUOUj7\. 0 n F-BARSJ W. ;:? SEE NOTE 7 -- DETAL VEW TYPCAL SECTON VEW BELOW LEFT S C H E D U L E "" SEE DETAL H A C F W F-BARS G-BARS H-BARS 5'-0" 8" 2'-2" 8" 2'-10" 12" oe 18" OC 15" OC 8" 6'-0" 8" 3'-0" 8" 3'-8' 10" OC 14" OC 15" OC 8" 7'-0" 8" 4'-1" 8" 4'-9" g" OC 11" oe 15" OC 8" 8'-0" 8" 5'-6" 10" 6'-2" 7" OC 10" OC 15" OC 8" g'-o" 8" 7'-8" 1'-2" 7'-10" g" OC 12" OC 15" OC 12" 10'-0" 8" 9'-6" 1'-6" 10'-2" 5" OC 10" OC 15" OC 12" Ld1 F-BAR 1. DESGN BASED ON WEGHT OF EARTH AT 120 p.e.f., FRCTON ANGLE OF 35', AND 2' LVE SURCHARGE. 2. DESGN BASED ON 4,000 p.s.i. CONCRETE AND SOL BEARNG CAPACTY OF 2000 p.s.f. 3. CONTRACTON JONTS SHALL BE PROVDED AT NTERVALS NOT EXCEEDNG 30' ON CENTER AND EXPANSON JONTS AT NTERVALS NOT EXCEEDNG 90' ON CENTER. 4. MNMUM LENGTH OF LAP SPLCES S 1.3 Ld WHEN THE MAXMUM PERCENT OF As SPLCED WTHN REQURED LAP LENGTH S 100%. 5. FOR VERTCAL RENFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTNG THE HORZONTAL TEMPERATURE AND SHRNKAGE RENFORCNG. 6. ALL RENFORCEMENT SHALL HAVE 2" CONCRETE COVER MNMUM, AND 3" CONCRETE COVER WHEN CAST AGANST SOL. 7. EACH 4" WEEP DRAN SHALL HAVE A MNMUM OF 2 CUBC FOOT OF COURSE AGGREGATE WRAPPED N FLTER FABRC. FLTER FABRC TO BE MRAF 140N OR EQUAL. 8. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 9. WHEN HEGHT FROM TOP OF WALL TO FNSHED GRADE OR SDE WALK EXCEEDS 2'-6" A HANDRAL S REQURED. SEE FOOT DESGN STANDARD NDEX NO. 870 FOR REQUREMENTS. HANDRAL SHALL BE ALUMNUM PPE TYPE. C T Y S T A N 0 A R D S REVSONS TYPE BY fir. SWB 06/02 RETANNG WALL DETAL SWB ENGNEERNG DEPARTMENT : MARCH 2001 SWB 09/07 CTY of ST. PETERSBURG SCALE: N.T.S. bl S10-23

22 A?SDEWALK OR PAVEMENT SLOPE - FNSHED GRADE, SLOPE 1/4" TO 1/2" PER 1/2" PER FT. MN. OUTSDE FACE OF Ct RETANNG WALL L -- 4" PVC DRAN '( /(" A'<:«'<<'",,<{' ' OC \ v t-- 1/2"x6" BTUMNOUS EXPAN. STRP, CONT. VEW wl SDEWALK V- SEE DETAL ABOVE LEFT...:: FNSHED GRADE, \ 1/2" \ 1-- = PER FT. MN. \ SEE NOTE 4,:/))y:;;:y/ X l-/ Z <i :i: ::::!: B D j '0 b N n «r.. W.. TYPCAL SECTON VEW S C H E D U L E H A B C D E W 5'-0" 8" 6" 8" 2'-0" 6" 3'-0" 6'-0" 8" 6" 8" 2'-6" 6" 3'-6" 7'-0" 8" 8" 8" 3'-4" 6" 4'-6" 8'-0" 8" 10" 8" 4'-0" 6" 5'-4" g'-o" 8" 12" 8" 4'-9" 6" 6'-3" 10'-0" 8" 1'-2" 10" 5'-8" 6" 7'-4" 1. DESGN BASED ON WEGHT OF EARTH AT 120 p.c. f., FRCTON ANGLE OF 35, AND 2' LVE SURCHARGE. 2. DESGN BASED ON 4,000 p.s.i. CONCRETE AND SOL BEARNG CAPACTY OF 2000 p.s.f. 3. CONTRACTON JONTS SHALL BE PROVDED AT NTERVALS NOT EXCEEDNG 30' ON CENTER AND EXPANSON JONTS AT NTERVALS NOT EXCEEDNG 90' ON CENTER. 4. EACH 4" WEEP DRAN SHALL HAVE A MNMUM OF 2 CUBC FOOT OF COURSE AGGREGATE WRAPPED N FLTER FABRC. FLTER FABRC TO BE MRAF 140N OR EQUAL. 5. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 6. WHEN HEGHT FROM TOP OF WALL TO FNSHED GRADE OR SDE WALK EXCEEDS 2'-6" A HANDRAL S REQURED. SEE FOOT DESGN STANDARD NDEX NO. 870 FOR REQUREMENTS. HANDRAL SHALL BE ALUMNUM PPE TYPE. e T Y S T A N 0 A R 0 S REVSONS TYPE V BY fk. SWB 06/02 RETANNG WALL DETAL SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. DRECTOR : MARCH 2001 i3.i:jj S10-24

23 MNMUM ELEVATON TO BE , PER CTY DATUM 1" BAR 12' OC GALVANZED OR EPOXY COATED ENCASED N PVC PPE 6' sm., 2' AND 4' WDTH PANELS ARE CAST AS REQURED #5 lftlng RNG/CAP DOWELS "). 10. <XJ 10'-0" (8' SLAB) 1-1/2" WEEP HOLE 06 FEET O.C., AT NVERT CF STONE POCKET OR EQUAL, SECURE FLTER FABRC TO WALL OVER WEEP HOLES UJ z ::J. Vi 0:: 2" CLEAR MN. 2-5/8" 40% OF TOTAL WALL HEGHT MN. GENERAL ELEVATON (SEE VAROUS DETALS) 5-5 8" MN., UPTO 12' WALL HEGHT UJJtir rtr--1---' a Vi a z :S, l"x 2" PT WOOD NALED TO RETAN FABRC, TYP. 12" MN. EXSTNG PPE OUT FALL, MANTAN NSDE DAMETER STANDARD PANEL AND REPRESENTATVE STEEL DETAL MN. 12" HOOK, TYP. #4 BARS -----"'' TONGUE AND GROOVE SLAB DETAL " 16" TYPCAL CAP SECTON 4-#4 REBAR, CONT. 1" CHAMFER, TYP. #2 16" OC PLAN FOR SNGLE TE-BACK.. 112"1.. TYP. 1. ALL RENFORCNG STlEEL SHALL BE ASTlM A615, GRADE 60. SPACNG SHOWN S MAXMUM. MN. 2-1/2" COVER, UNLESS OTHERWSE SHOWN. 2. THE SEAWALL OWNER'S ENGNEER SHALL FURNSH ADEQUATE CONSTRUCTON STAKES FOR THE ALGNMENT AND LOCATON OF THE SEAWALL LNE, AND GRADE STAKES FOR THE ELEVATON OF THE SEAWALL CAP. 3. PORTLAND CEMENT SHALL BE TYPE 1 OR TYPE 3 AT THE ENGNEER'S OPTON. CONCRETlE SHALL HAVE A MNMUM COMPRESSVE STRENGTH OF 3000 psi AT 28 DAYS. 4. THE CONCRETE SLABS SHALL BE CURED N ACCORDANCE WTH STANDARD ACCEPTED PRACTCE. SLABS WLL NOT BE MOVED OR HANDLED PROR TO A MNMUM CURNG PEROD OF 14 DAYS FOR TYPE 1, AND 7 DAYS FOR TYPE 3 CEMENT. WATER CONTlENT AND SLUMP SHALL BE AS PER THE ENGNEER'S DESGN. 5. SEAWALL DETALS AND SPECFCATONS ARE NTENDED TO REPRESENT A MNMUM ACCEPTABLE LEVEL OF STRUCTURAL NTEGRTY FOR WALL PANELS 12' OR LESS N THE VERTCAL DMENSON. 6. FOR PRVATE PROPERTY NSTALLATONS, THE OWNER MUST PROVDE THE CTY, STE SPECFC PLANS AND SPECFCATONS THAT HAVE BEEN SGNED AND SEALED BY A REGSTERED PROFESSONAL ENGNEER N THE STATE OF FLORDA. \ 1" PRE MOLDED EXPANSON JONT, SPACED PER ENGNEER'S DESGN : :i 4] 'to ============. ;J,..::.2-_1;.L...::.2"..-j k PLAN FOR DOUBLE TE-BACK CTY S TAN DAR D S REVSONS RENFORCED CONCRETE BY ll SWB 06/98 SEAWALL DETAL SWB 06/02 ENGNEERNG DEPARTMENT f1 " -_S_W_B_-+_O_3/_0_6_+-_C TY_O_f_S_T_. _P_E_T_ER_S_B_U_R_G_ SWB 09/09 SCALE: N.T.S. DRECTOR : MARCH 1993 S10-28

24 6" S (W+T+12") MATCH AT EDGES\\ 1/2T 1/2T EXSTNG PAVEMENT \ W SURFACE,? /"/ TRENCH WDTH SAW CUT EDGES'l - " EXSTNG BASE / 'i 1 / SPRAY ON PRME COAT,/ REPLACEMENT BASE MAT. X (BASED ON 1: 1 SLOPE) 0 SURFACE PAVNG 00 X a.: BACK SLOPE AS REQURED _.). -+_ '- 6" r APPLY TACK COAT, 1/ EACH EDGE TRENCH BACKFLL: 6" LlFTS@O\i...--_PRESSUREPPE'STORMDRAN' 98% COMPACTON PER AASHTO T-1",,"" OR OTHER PPE/CONDUT NTAL BACKFLL: 6" - 98% COMPACTON PER AASHTO T-180 TYPCAL SECTON VEW OR DRECTED o SHAPE BOTTOM WHEN REQURED PRESSURE PPE X S N FEET (2) >- >-,-... "- Cl Cl Cl >- >- >- 0 l- - Cl ::> ::> >- Cl Cl W :,.:.-J (J.-J Cl >- <{ - > ii: STORM DRAN RCP, ERCP, B/C (f) :r: co 4" 12" UPTO 18" 12" 6" 12" " TO 36" 18" 8" 12" " TO 72" 24" 12" 12" BEYOND 72" (5) 16" 12" TEM ALLEY OR D/W STD DUTY RDWY SURFACE PAVNG A 1" MN. THCKNESS BASE MATERAL T MN. THCKNESS COVER D MN. DEPTH S C H E 0 U L E X S N FEET (2) >- >-,-... "- Cl Cl Cl >- >- >- 0 l- - Cl ::> ::> >- Cl Cl W :,.:.-J (J.-J Cl >- <{ - > ii: (f) :r: co (5) (5) (5) (5) HVY DUTY RDWY OTHER PPE /CONDUT UPTO 5" 6" TO 18" 21" TO 36" 42" TO 72" BRCK RDWY X S N FEET (2) ASPHALT 2.25" ASPHALT 2.25" ASPHALT ROADWAY BRCK LMRK/SHELL-9" LMRK/SHELL-12" LMRK/SHELL-16" 1" SAND OVER BASE MAT. MAYBE ASPH. RCLM. CONC. 10.5" RCLM. CONC. 14" RCLM. CONC. 19" 12" SHELL BASE EXCEPT W/ BRCK RDWY PRESS. PPE-36" PRESS. PPE-36" PRESS. PPE-36" PRESS. PPE-36" ALL OTHER PPE-30 ALL OTHER PPE-30" ALL OTHER PPE-36" ALL OTHER PPE-30" -- 12" 18" 24" -- "- Cl 0 >- W.-J.-J <{ j7) >- >- Cl Cl >- >- l- - ::> ::> Cl Cl Cl >- - > (f) :r: (7) (7) REMARKS 1. FOR USE WHERE PERMSSON HAS BEEN GRANTED FOR "OPEN CUT" NSTALLATON. 2. DMENSON S SHOWN S BASED ON 36" COVER, REPLACEMENT BASE MATERAL THCKNESS, AND LARGEST PPE SZE N THE RANGE AS SHOWN ABOVE. 3. DMENSON S FOR BRCK RDWY MAY BE ADJUSTED TO MEET THE ACTUAL DSTANCE BETWEEN EXSTNG COURSES OF BRCK. 4. ALL RESTORATON TEMS SHALL MEET CTY SPECFCATONS. 5. DMENSONS X AND S SHALL BE BASED ON TRENCH WDTH AS REQURED. RESTORATON SHALL BE THE SAME AS SHOWN ABOVE, OVER THE PPE/CONDUT. 6. BASE MATERAL SHALL BE LlMEROCK OR SHELL TO MATCH EXSTNG BASE MATERAL, BUT TO THOSE THCKNESSES SHOWN ABOVE. RECLAMED CONCRETE MAYBE USED TO REPLACE LlMEROCK OR SHELL TO THOSE THCKNESSES SHOWN ABOVE. 7. FOR PPES/CONDUTS LESS THAN 5" 00, DTCH WDTH MAY BE REDUCED TO THE WDTH OF THE MECHANCAL TAMPER F BACKFLLED WTH DRY 15:1 SAND/CEMENT MX, OR OTHER APPROVED MATERAL, TO 4" ABOVE PPE/CONDUT. THE OPEN CUT RESTORATON SHALL BE THE SAME METHOD AS SHOWN ABOVE OVER THE PPE/CONDUT. REVSONS BY SWB 06/98 SWB 06/02 SWB 06/04 SWB C T Y lee ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S FLEXBLE PAVEMENT RESTORATON DETAL B.jj1 >- Cl :,.: (J ii: co (7) : MARCH 1993 DRECTOR S10-30

25 S MATCH AT EDGES 6" (W+12") 6" r EX. UNPAVED SHELL EXSTNG GRADE \ SURFACE COVER, l SHELL OR GRASS W TRENCH WDTH i/ BACK SLOPE AS REQURED : 0 (BASED ON 1: 1 SLOPE) 1 X 00 X N TYPCAL SECTON VEW PRESSURE TRENCH BACKFLL, AS FOLLOWS: r ROADWAY, ALLEY, OR DRVE- WA Y: 6" 98% COMPACTON PER AASHTO T SOD/MULCH: 12" 98% Or-_ COMPACTON PER AASHTO T NTAL BACKFLL: 6" COMPACTON PER AASHTO T-180 f- co.- ROADWA Y, ALLEY, OR i DRVEWAY, OR SOD PPE, STORM DRAN, OR OTHER PPE/CONDUT SHAPE BOTTOM WHEN REQURED OR DRECTED S C H E 0 U L E PRESSURE STORM DRAN OTHER PPE X S N FEET (2) X S N FEET (2) X S N FEET (2) PPE RCP, ERCP, B/C /CONDUT > i >- i -;;) 3= >- >- 3= 3= '-" "- 3= 3= s: Cl Cl Cl Cl Cl Cl Cl Cl Cl 0:: 0:: >- 0:: 0:: 0:: 0:: >- 0:: 3= 0:: i >- 0:: 3= 0 Cl Cl 0 Cl Cl Cl >- Cl 0:: - 0:: 0-0:: ::J >- ::J >- >- ::J «Cl «Cl :.:: «Cl w :.:: w w :.:: () () () --1 Z >- --1 S >- i2 Z --1 i2 Z «> ««i2 ::J ::J > J: D ::J J: D J: D 4" 12" N/A N/A UPTO 18" 12" N/A N/A UPTO 5" -- (6) (6) N/A N/A 6" 12" N/A N/A 21" TO 36" 18" N/A N/A 6" TO 18" 12" N/A N/A 8" 12" N/A N/A 42" TO 72" 24" N/A N/A 21" TO 36" 18" N/A N/A 12" 12" N/A N/A BEYOND 72" (4) (4) (4) N/A N/A 42" TO 72" 24" N/A N/A 16" 12" N/A N/A N/A N/A B 0 TEM ALLEY OR D/W UNPAVED RDWY HVY DUTY RDWY BRCK RDWY PARKWAY SURFACE COVER MN. THCKNESS 6" SHELL 6" SHELL N/A N/A SOD (5) COVER PRESS. PPE -36" PRESS. PPE-36" PRESS. PPE -30" MN. DEPTH ALL OTHER PPE-3D" ALL OTHER PPE-3D" N/A N/A ALL OTHER PPE-3D" 1. ALL RESTORATON TEMS SHALL MEET CTY SPECFCATONS. 2. DMENSON S SHOWN S BASED ON 36" COVER, REPLACEMENT BASE MATERAL THCKNESS, AND LARGEST PPE SZE N THE RANGE AS SHOWN ABOVE. 3. SURFACE RESTORATON N UNPAVED ROADWAYS SHALL BE SHELL. 4. DMENSONS X AND S SHALL BE BASED ON TRENCH WDTH AS REQURED. RESTORATON SHALL BE THE SAME AS SHOWN ABOVE, OVER THE PPE/CONDUT. 5. SOD REPLACEMENT SHALL MATCH EXSTNG VARETY. 6. FOR PPES/CONDUTS LESS THAN 5" OD, DTCH WDTH MAY BE REDUCED TO THE WDTH OF THE MECHANCAL TAMPER F BACKFLLED WTH DRY 15: 1 SAND/CEMENT MX, OR OTHER APPROVED MATERAL, TO 4" ABOVE PPE/CONDUT. THE OPEN CUT RESTORA TlON SHALL BE THE SAME METHOD AS SHOWN ABOVE OVER THE PPE/CONDUT. C T Y S T A N D A R D S REVSONS fom RGHT-OF-WAY BY flc SWB 09/00 RESTORATON DETAL SWB 06/02 ENGNEERNG DEPARTMENT : MARCH 1993 SWB 06/04 CTY of ST. PETERSBURG 8.Jj SWB SCALE: N.T.S. DRECTOR S10-31

26 SURFACE RESTORATON LMTS SHEETED TRENCH 18" TYP. J FNSHED UNSHEETED TRENCH GRADE_ 18" TYP. SHEETNG, TYPCAL " t SYMMETRCAL ABOUT CENTER LNE,--_J MA TCH TO APPLCABLE VEW BELOW 1 1 TRENCH BACK SLOPE, TYPCAL MATCH TO VEW ABOVE V''' MA TCH TO VEW ABOVE MA TCH TO VEW ABOVE V'r r X 00 X X 00 X X 00 X - C TRENCH WDTH TRENCH WDTH TRENCH WDTH SEE NOTES BELOW SEE NOTES BELOW SEE NOTES BELOW '"' ROUND PPE ELLPTCAL PPE BOX CULVERT TYPCAL SECTON VEWS 1. SEE STANDARD DETAL-FLEXBLE PAVEMENT RESTORATON. 2. SEE STANDARD DETAL-RGHT-OF-WAY RESTORATON. 3. SEE STANDARD DETAL-BEDDNG FOR PPE/CONDUT OR BOX CULVERT. REVSONS BY SWB 09/00 SWB 06/02 SWB 06/04 SWB C T Y ra::. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN 0 A R 0 S SURFACE RESTORATON PAYMENT LMTS DETAL : MARCH 1993 B.:J DRECTOR S10-32

27 / FNSHED GRADE CASNG SPACER, SEE NOTE 1 _ll'l Z -Av-- 8' 4' :E 0 MN MN] : Z c.o w -r') w (f) ST EL CASNG, SEE NOTE 6 <:: =--=f"""' ] :? a. u w "- Q) " CARRER PPE + r LT SYMMETRCAL wlo CURB wi CURB TYPCAL SECTON TYPCAL PLAN VEWS APPLCABLE AT ROADWAYS, ALLEYS AND DRVEWAYS S C H E D U L E CARRER PPE CARRER PPE STEEL CASNG MN CASNG WALL TYPE DA-D DA-OD THCKNESS 4" 12" 0.250" 6" 16" 0.281" 8" 18" 0.312" 10" 20" 0.344" PVC OR 01 12" 24" 0.375" SEE NOTE 4 16" 30" 0.469" 24" 36" 0.532" 30" 42" 0.625" 36" 48" 0.688" 48" 58" 0.812" 1. CARRER PPE SHALL BE CENTERED AND SUPPORTED NSDE THE STEEL CASNG BY MANUFACTURED CASNG SPACERS EQUAL TO CASCADE MODEL "CCS" OR "THE BOOSTER" BY PPELNE SEAL AND NSULATOR NC. 2. SPACER SUPPORTS SHALL BE FASTENED TO THE BARREL OF THE CARRER PPE BEHND EACH JONT AND 12" FROM THE END OF THE CASNG, AN ADDTONAL SUPPORT SHALL BE NSTALLED AT THE CENTER OF EACH PVC PPE. 3. THE ENDS OF THE CASNG PPE SHALL BE SEALED WTH AN 8" SOLD BRCK BULKHEAD PER CTY SPECFCATONS. 4. ALL CARRER PPE JONTS SHALL BE HARNESSED JONTS AS PER SPECFCATONS. 5. MNMUM CASNG WALL THCKNESS S BASED ON 3'-6" COVER (AT EP OR CURB GUTTER LNE) OVER CASNG PPE. LESSER COVER, REQURES A CALCULATON BY A REGSTERED ENGNEER TO NDCATE WALL THCKNESS S ADEQUATE. 6. STEEL FOR CASNG PPE SHALL CONFORM TO ASTM: A 53, GRADE B AND ANS: B36.10, AND HAVE A MN YELD STRENGTH OF 35,000 psi. REVSONS C T Y BY TlC, SWB 09/00 S T A N D A R D S JACK AND BORE DETAL SWB 06/02 ENGNEERNG DEPARTMENT : MARCH 1993 SWB 06/04 CTY of ST. PETERSBURG i3. SWB SCALE: N.T.S. DRECTOR S10-40

28 FNSHED GRADE \ r FNSHED GRADE " :::: l'- SHEETNG, l'- TYPCAL " TRENCH BACK SLOPE, TYPCAL UNDSTURBED SOL l'- TR=ENCHWDTH l'- l'- TYPCAL SECTON VEW PRESSURE PPE 4" 6" 8" 12" 16" S C H E D U L E X MN. STORM DRAN MN. OTHER PPE/ MN. X X BASE RCP, ERCP, B/C BASE CONDUT BASE 12" 3" UPTO 18" 12" 3" UPTO 5" (2) 3" 12" 3" 21" TO 36" 12" 4" 6" TO 18" 12" 3" 12" 3" 42" TO 72" 12" 5" 21" TO 36" 12" 4" 12" 3" BEYOND 72" (3) 6" 42" TO 72" (3) 5" 12" 3" CONCRETE SHALL BE POURED AGANST UNDSTURBED SOL OR SHEETNG. THEREFORE, REMOVE SHEETNG BEFORE POURNG CONCRETE OR LEAVE A PORTON OF SHEETNG, UP TO TOP OF PPE, N PLACE. 2. DMENSON X SHALL BE BASED ON TRENCH WDTH AS REQURED. 3. FOR PPES/CONDUTS LESS THAN 5" 00, DTCH WDTH MAY BE REDUCED TO THE WDTH OF THE MECHANCAL TAMPER F BACKFLLED WTH DRY 15: 1 SAND/CEMENT MX, OR OTHER APPROVED MATERAL, TO 4" ABOVE PPE/CONDUT. REVSONS BY SWB 06/98 SWB 06/02 SWB 06/04 SWB C T Y fll ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN 0 A R 0 S CONCRETE CRADLE FOR PPE/CONDUT OR BOX CULVERT DETAL DA TE: MARCH 1993 f3. DRECTOR S10-42

29 EX. PAVED ROADWAY, 7 PAVED ALLEY, OR DRVEWAY SURFACE UNPAVED SURFACE \ EX. UNPAVED SHELL ROADWA Y, ALLEY, OR DRVEWAY 0. Q2 " ' L{)? L{). 3: 3: i/ (f) 0 (f) 0 -l v W w PRESSURE PPE, TRENC WDTH r -l W W <.:> CD 0 <.:> CD «v STORM DRAN, OR 1 «f- w W (f) -l :::J -l 0 OTHER PPE/CONDUT t --- f- -l w SHAPE BOTTOM X 00 X f- u WHEN REQURED, (f) «OR DRECTED -+ «G: N :r: G: :r: u ") ") u CD (f) -l -l 0 :::J -l W CD w SPRNG LNE w (f) STAGE NO. N SPRNG LNE ""- + "" )J,)"x J<0x )"xxx xx x xx )(XX, TYPCAL SECTON VEW S C H E D U L E MATERALS BEDDNG: WHERE DRECTED, REPLACE EXSTNG MATERAL WTH 4" TO 6" OF GRANULAR MATERAL. THE GRANULAR 1 MATERAL MAY BE ANY OF THE FOLLOWNG: CLEAN NATVE SAND, CONCRETE SAND, GRAVEL, OR RECLAMED CONCRETE. SEE NOTE 1, BELOW. BOX CULVERTS SHALL HAVE MANDATORY STONE BEDDNG PER SPECFCATONS. 2 3 PPE BEDDNG/HAUNCHNG: NATVE SAND N 6" LFTS. WHERE DRECTED, REPLACE EXSTNG MATERAL WTH CLEAN CONSTRUCTON SAND, OR GRAVEL. SEE NOTE 2, BELOW NTAL BACKFLL: NATVE SAND N 6" LFTS. WHERE DRECTED, REPLACE EXSTNG MATERAL WTH CLEAN CON- STRUCTON SAND, SEE NOTE 2, BELOW TRENCH BACKFLL: NATVE SAND N LFTS AS LSTED BELOW- WHERE DRECTED, REPLACE EXSTNG MATERAL WTH CLEAN CONSTRUCTON SAND. 4 PAVED ROADWAYS, PAVED DRVEWAYS, AND PAVED ALLEYS N 6" LFTS UNPAVED ROADWAYS, UNPAVED DRVEWAYS, UNPAVED ALLEYS, AND SDEWALKS N 6" LFTS SOD, OR MULCHED SURFACES N 12" LFTS 5 SURFACE RESTORATON: AS SHOWN BELOW. ALSO SEE NOTES BELOW FOR OTHER STANDARD DETAL REFERENCES. PRESSURE PPE X STORM DRAN-RCP, ERCP, B/C X OTHER PPE/CONDUT X 4" 12" UPTO 18" 12" UPTO 5" (2 OR (3) 6" 12" 21" TO 36" 18" 6" TO 18" 12" 8" 12" 42" TO 72" 24" 21" TO 36" 18" 12" 12" BEYOND 72" _(2) OR (3) 42" TO 72" 24" 16" 12" TEM ALLEY OR D/W STD DUTY RDWY HVY DUTY RDWY BRCK RDWY REMARKS A SURFACE PAVNG MN. THCKNESS B T D SURFACE COVER MN. THCKNESS 1" ASPHALT 2.25" ASPHALT 2.25" ASPHALT ROADWAY BRCK 6" SHELL 6" SHELL N/A N/A SOD BASE MATERAL LMRK/SHELL-9" LMRK/SHELL-12" LMRK/SHELL-16" 1" SAND OVER BASE MAT. MAYBE ASPH. MN. THCKNESS RCLM. CONC. 10.5" RCLM. CONC. 14" RCLM. CONC. 19" 12" SHELL BASE EXCEPT W/ BRCK RDWY COVER PRESS. PPE-36" PRESS. PPE-36" PRESS. PPE-36" PRESS. PPE-36" MN. DEPTH ALL OTHER PPE-30" ALL OTHER PPE-30" ALL OTHER PPE-36" ALL OTHER PPE-30" 1. ALL BEDDNG TYPES REQURE AN MPERMEABLE GROUNDWATER BARRER AT 100' NTERVALS ALONG THE TRENCH LENGTH. 2. GRAVEL OR RECLAMED CONCRETE SHOULD NOT CONTACT DUCTLE RON OR POLYVNYL PPE OR CONDUT. 3. FOR PAVED SURFACES SEE STANDARD DETAL-FLEXBLE PAVEMENT RESTORATON. 4. FOR UNPAVED SURFACES SEE STANDARD DETAL-RGHT-OF-WAY RESTORATON. C T Y S T A N 0 A R 0 S REVSONS BEDDNG FOR BY flc PPE/CONDUT OR SWB 06/01 BOX CULVERT DETAL SWB 06/02 ENGNEERNG DEPARTMENT SWB 06/04 CTY of ST. PETERSBURG.8.rJ N u (f) (f) : MARCH 1993 SWB SCALE: N.T.S. S10-45 DRECTOR

30 0 - -=- ij' PCK HOLE, TYP. Y Z Z ll4 if j l - ::::-=-:: - 0)1 t8 J u "L.OR\O'" MANHOLE RNG FLUSH SLAB RNG COVER FOR DESGNATONS A,B,AND E FOR DESGNATONS C AND D LABEL PER APPLCATON: APPLCABLE SECnON Z-Z APPLCABLE SECTON Y-Y STORM DRAN, WATER, SANTARY SEWER, OR FBER OPTC TYPCAL PLAN VEWS ci CSEE NOTE 2"1 Tl 1 4 s.lh '" f ill,:... DOVETALED GASKET, "E" DESGNATON-ONLY " -... Tl - SEE NOTE 2 MANHOLE APPLCATON FLUSH SLAB APPLCATON COVER SECTON FOR DESGNATONS A,B,AND E FOR DESGNATONS C AND D SECTON W-W SECTON Z-Z SECTON Y-Y TYPCAL SECTON VEWS S C H E D U L E CTY TYPE RNG AND COVER TYPE DMENSON DMENSON DMENSON DMENSON DMENSON RNG COVER TOTAL DESGNATON SEE NOTE 1 [ T ill nz: :2: WEGHT WEGHT WEGHT A USF 485 RNG AND EG COVER 22-3/4" 20-3/8" 9" 36" 2" B USF 655 RNG AND EH COVER 34-1/8" 32" 4" 40-1/2" 1-1/2" C USF 1110 RNG AND EF COVER 22-1/4" 20-1/2" 4" 26-1/2" 1-1/2" D USF 1120 RNG AND EH COVER 34-1/8" 32-1/4" 4" 40-1/2" 1-1/2" E USF 420 RNG AND EG-ORS COVER 22-3/4" 20-5/8" 7" 36" 2" RNG AND COVER TYPES, LSTED ABOVE, ARE MANUFACTURED BY U.S. FOUNDRY AND MANUFACTURNG CORPORA TON OR APPROVED EQUAL. 2. ALL SURFACES OF THE RNG AND COVER WHCH CONTACT EACH OTHER SHALL BE MACHNED. 3. MANHOLE RNG AND COVER CASTNG APPLCATONS AS FOLLOWS: STORM DRANS: TYPE A-FOR MANHOLES WTH PPES UPTO 24" DAMETER OR EQUAL, UNLESS OTHERWSE SHOWN. TYPE B-FOR MANHOLES WTH PPES 27" DAMETER OR EQUAL AND LARGER, CONFLCT STRUCTURES, AND BOX CULVERTS. TYPE C-FOR CATCH BASN ACCESS, EXCEPT TYPE S- AND TYPE S-, ALL PPE SZES. TYPE D-FOR MANHOLES WTH TOP OF TOP SLAB AT FNSHED GRADE, ALL PPE SZES, CATCH BASN ACCESS, ALL PPE SZES, AND TYPE S- AND TYPE S-, ALL PPE SZES. SANTARY SEWERS: TYPE B-FOR MANHOLES WTH PPES 21" DAMETER AND LARGER. TYPE B-FOR SEWAGE AR/VACUUM VALVE MANHOLE. TYPE E-FOR MANHOLES WTH PPES UPTO 18" DAMETER. C T Y S T A N D A R D S REVSONS C= MANHOLE RNG AND BY ll;, _=:J SWB i COVER CASTNG DETAL SWB 09/06 C ENGNEERNG DEPARTMENT SWB 09/09 CTY of ST. PETERSBURG B, SWB SCALE: N.T.S. DRECTOR "'Q : MARCH /10 S10-50

31 PLAN TYPE OR MANHOLE (SEE DETAL "A" BELOW) +rr fj +&DdJ l;,v, a:::... :. :1 PLAN TYPE MANHOLE, CA TCH BASN, OR GRATE NLET (SEE DETAL "B" BELOW) R=24" MN. PLAN TYPE V MANHOLE (SEE DETAL "B" BELOW) BENCH SLOPE AT --- 'F: :::M,::: +lii :?t} F::::::: :f1± BENCH SLOPE AT : 12, MNMUM, TYP. R /2. i 1. rr- CAST -N-PLACE OR BRCK SECTON FOR BOX CULVERTS PRECAST SECTON NCOMNG PPE(S) BEVEL END, ABOVE BENCH SDE OF PPE FLUSH W/ NSDE OF STRUCTURE END OF PPE FLUSH W/ NSDE OF STRUCTURE BEVEL END, ABOVE BENCH EXTNG PPE--- DETAL "A" TYPCAL FOR ROUND STRUCTURES CENTER OF PPE FLUSH W/ NSDE OF STRUCTURE DETAL "B" TYPCAL FOR SQUARE AND RECTANGULAR STRUCTURES EXTNG PPE 1. SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRCK AND MORTAR SHALL BE CONSTRUCTED N THE BOTTOMS OF ALL STRUCTURES AS SHOWN. 2. WT=WALL THCKNESS OF STRUCTURE, D=DAMETER OF ROUND PPE, AND R=RSE OF ELLPTCAL PPE OR BOX CULVERT. REVSONS BY SWB 06/01 SWB 06/02 SWB 06/04 SWB CT Y ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S ACCESS STRUCTURE CHANNELZATON DETAL 16. DRECTOR : MARCH 1993 S10-52

32 LOT LNE, STAKED SLT BARRER,TYP., SEE NOTES 4, 5, AND 8 ENCLOSED STE ACTVTES MAY NCLUDE SOME OR ALL OF THE FOLLOWNG: RESDENTAL OR COMMERCAL DEVELOPMENT, LAND CLEARNG, STE '\ MPROVEMENTS, CONSTRUCTON MATERAL AND EQUPMENT STORAGE AND '\ TEMPORARY CONSTRUCTON OFFCES, AND CONSTRUCTON SPOL MATERALS '\ AND REFUSE, 20' MN., J TEMPORARY AGGREGATE ENTRANCE, SEE NOTE 9,- -\ '\ MANTAN SAFE AND PASSABLE SDEWALK, '\ R F DAMAGEDimllliUmmllm!mm. ilil TYP. 2l:il: U222" LOT LNE, TYP. CA TCH BASN EROSON CONTROL, SEE NOTES 5, 6, 8, AND 11 EXSTNG OR PROPOSED DRVEWAY, SEE NOTE 10 TYPCAL PLAN VEW 1. NON-CONFORMANCE WTH THE TEMS LSTED OR SHOWN ON THS DETAL MAY RESULT N A "STOP WORK" ORDER. 2. THE PURPOSE OF THS DETAL S TO ASSST THE DEVELOPER, BULDER, AND/OR CONTRACTOR TO MEET THE MNMUM REQUREMENTS OF THE NATONAL POLLUTANT DSCHARGE ELMNATON SYSTEM (NPDES) PERMT SSUED TO THE CTY OF ST. PETERSBURG. 3. THS DETAL S APPLCABLE FOR ALL CONSTRUCTON STES AS DESCRBED ABOVE OF LESS THAN ONE (1) ACRE; THOSE STES GREATER THAN ONE (1) ACRE ALSO MUST OBTAN COVERAGE UNDER AN NPDES STORM WATER PERMT. 4. THE SLT BARRER SHALL BE NSTALLED ONE FOOT NSDE THE PROPERTY LNE OR TWO FEET FROM THE SDEWALK AS SHOWN ABOVE. FOR SLT BARRER REQUREMENTS AND NSTALLATON REQUREMENTS, SEE STANDARD DETAL-STAKED SLT BARRER; DRAWNG NO. S NSPECT AND MANTAN ALL EROSON CONTROL DEVCES DALY AND/OR AFTER A RANFALL. 6. FOR CURB NLET FLTER REQUREMENTS, SEE STANDARD DETAL-CURB NLET FLTER FOR EROSON CONTROL AT CATCH BASN; DWG. NO. S40-93, OR FOR HAY BALE REQUREMENTS, SEE STANDARD DETAL-HAY BALES FOR EROSON CONTROL AT CATCH BASN; DWG. NO. S EXSTNG GRASS VEGETATON SHALL BE MANTANED AT A 10 NCH HEGHT OR LESS, AS PER CTY CODE, CHAPTER 16; SECTONS THRU ALL SOL EROSON CONTROL DEVCES MUST REMAN N PLACE UNTL NEW VEGETATON S ESTABLSHED. ALL DSTURBED AREAS SHALL BE SODDED AFTER FNAL GRADNG. 9. TEMPORARY AGGREGATE ENTRANCE SHALL BE A MNMUM 6" THCK OF STANDARD GRADATON SZE #1 OR #2 RANGE AS PER FOOT SECTON 901, AND SHALL BE COMPACTED. AGGREGATE SHALL BE QUARTZ OR CRUSHED GRANTE. LlMEROCK, DOLOMTE OR SANDSTONE SHALL NOT BE ACCEPTABLE. 10. F THERE S NO EXSTNG DRVEWAY OR AN ALTERNATE NGRESS/EGRESS S TO BE USED DURNG CONSTRUCTON, THE METHOD OF ACCESS SHALL CONFORM TO THE "TEMPORARY AGGREGATE ENTRANCE" AS DESCRBED ABOVE. F THE AGGREGATE S DEEMED UNSAFE, THE ALTERNATE NGRESS/EGRESS SHALL BE CONSTRUCTED OF 1" ASPHALTC CONCRETE OVER 6" OF COMPACTED LlMEROCK BASE. 11. REGULARLY REMOVE COLLECTED SEDMENT AND DEBRS FROM THE SLT BARRERS AND GUTTER FLOW LNE. 12. FOR ALL SAND AND SOL STOCKPLES DUST/EROSON CONTROL MEASURES SHALL BE MPLEMENTED. 13. KEEP CONSTRUCTON STE LTTER/DEBRS, AND LEAKNG CONTANERS N ORDERLY CONTANMENT AREAS. 14. SWEEP ENTRANCE AND ADJACENT ROADWA Y WEEKLY TO KEEP FREE OF CONSTRUCTON DEBRS. 15. SWEEP PAVED SURFACES ONLY. DO NOT WASH DOWN UNTL STE S FNSHED. 16. SNGLE FAMLY NFLL LOTS MAY REQURE SLT FENCE AS ORDERED OR DRECTED BY THE CTY BULDNG OFFCAL. REVSONS BY SWB 12/04 SWB SWB 09/06 CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R D S STE DEVELOPMENT AND/OR CONSTRUCTON STAGNG STE EROSON CONTROL DETAL {3_ DRECTOR : SEPT S10-60

33 PROTECTVE REAR SLOPE PROTECTVE FRONT SLOPE REAR SWALE, SEE NOTE 7 PARKWAY 2% MN. TO 8% MAX. SDE SWALE, SEE NOTE 8 wi FLL FOR DRVEWAY AND), SDEWALK ONLY ::> t-, BULDNG SLAB A,LL BACK TYPCAL GRADNG PLAN VEW,a i REA:SWALE : a::r - tj -- _ EXSTNG LOT SLOPE SEE NOTE 4 TYPCAL SECTON A-A r SDE SWALE(S), SEE NOTE 8 \ s,, BUDNG SL? '10, -..- rr-"" -"-- EXSTNG LOT SLOPE TYPCAL SECTON 8-8 (DOUBLE SCALE) 1. FLL N FEMA FLOOD ZONES A AND AE S LMTED PER CTY CODE, SEE CHAPTER 16. A SEPERATE STE PLAN SHOWNG EXSTNG AND PROPOSED ELEVATONS AND DRANAGE PLAN S REQURED N FEMA FLOOD AREAS. THESE PLANS SHALL BE SGNED AND SEALED BY A FLORDA REGSTERED ENGNEER. 2. FLL N FLOOD ZONE VE S PROBHBTED, PER CTY CODE, SEE CHAPTER EXSTNG AND DESGN ELEVATONS ARE REQURED FOR PONTS DENTFED BY THS SYMBOL: 4. BULDNG SLAB SHALL BE l' MNMUM ABOVE THE CENTERLNE OF THE ROADWAY AND NOT LESS THAN A MNMUM ELEVATON OF PER CTY DATUM OR AS DCTATED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). 5. LOT GRADNG SHALL MANTAN HSTORCAL FLOW PATHS AND PREVENT THE ACCUMULATON OF WATER OR EXCESSVE RUNOFF ONTO ADJACENT PROPERTES. 6. LOTS N EXSTNG SUBDVSONS REQURE EXSTNG ELEVATONS 5' NTO ADJONNG PROPERTES OR EXSTNG SWALE(S). 7. REAR SWALE SHALL DRAN TO SDE SWALES AND TO ROADWAY ON EACH LOT SDE AND SHALL FUNCTON NDEPENDENTLY FROM ALL ADJONNG LOTS. 8. SDE SWALES SHALL BE SZED TO ACCOMMO A MNMUM OF A 10 YEAR, 1 HOUR RAN EVENT, MNMUM SWALE SZE SHALL BE 6" DEEP WTH 4: 1 SDE SLOPES. 9. ROOF GUTTERS AND LEADERS N CONJUNCTON WTH YARD DRANS AND NLETS ARE REQURED WHERE NECESSARY FOR ADEQUATE DRANAGE. 10. WHEN SLT FENCNG S REQURED, SEE CTY STANDARD DETAL, STE PLAN-EROSON CONTROL; DWG. NO. S FNAL AS-BULT ELEVATONS SHALL BE CERTFED BY A REGSTERED LAND SURVEYOR TO CONFRM COMPLANCE WTH THE PROPOSED DESGN ELEVATONS. CT Y S T A N DAR D S GUDE FOR TYPE "A" LOT GRADNG DETAL (ALL DRANAGE TO ROADWAY) REVSONS BY ill SWB 06/02 g> --_S_W_B_-+-_0_3_/0_6_+-_E EO_E. _p T----lAP;::Y' 8. fj.l SCALE: N. T.S. DRECTOR : APRL 1998 S10-61

34 PROTECTVE FRONT SLOPE PARKWAY 2% MN. TO 8% MAX. SDE SWALE, SEE NOTES 7 AND 8 TYPCAL GRADNG PLAN VEW FLL FOR DRVEWAY AND SDEWALK ONLY ;: BULDNG SLAB HGH PONT EXSTNG LOT SLOPE J --..::::..,"r":::o.- l - - fr- TYPCAL SECTON A-A TYPCAL SECTON 8-8 (DOUBLE SCALE) 1. FLL N FEMA FLOOD ZONES A AND AE S LMTED PER CTY CODE, SEE CHAPTER 16. A SEPERATE STE PLAN SHOWNG EXSTNG AND PROPOSED ELEVATONS AND DRANAGE PLAN S REQURED N FEMA FLOOD AREAS. THESE PLANS SHALL BE SGNED AND SEALED BY A FLORDA REGSTERED ENGNEER. 2. FLL N FLOOD ZONE VE S PROBHBTED, PER CTY CODE, SEE CHAPTER EXSTNG AND DESGN ELEVATONS ARE REQURED FOR PONTS DENTFED BY THS SYMBOL: Sl 4. BULDNG SLAB SHALL BE l' MNMUM ABOVE THE CENTERLNE OF THE ROADWAY AND NOT LESS THAN A MNMUM ELEVATON OF PER CTY DATUM OR AS DCTATED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). 5. LOT GRADNG SHALL MANTAN HSTORCAL FLOW PATHS AND PREVENT THE ACCUMULATON OF WATER OR EXCESSVE RUNOFF ONTO ADJACENT PROPERTES. 6. LOTS N EXSTNG SUBDVSONS REQURE EXSTNG ELEVATONS 5' NTO ADJONNG PROPERTES OR EXSTNG SWALE(S). 7. SDE SWALES SHALL DRAN TO ROADWAY ON EACH LOT SDE AND SHALL FUNCTON NDEPENDENTLY FROM ALL ADJONNG LOTS. 8. SDE SWALES SHALL BE SZED TO ACCOMMO A MNMUM OF A 10 YEAR, 1 HOUR RAN EVENT, MNMUM SWALE SZE SHALL BE 6" DEEP WTH 4: 1 SDE SLOPES. 9. ROOF GUTTERS AND LEADERS N CONJUNCTON WTH YARD DRANS AND NLETS ARE REQURED WHERE NECESSARY FOR ADEQUATE DRANAGE. 10. WHEN SLT FENCNG S REQURED, SEE CTY STANDARD DETAL, STE PLAN-EROSON CONTROL; DWG. NO. S FNAL AS-BULT ELEVATONS SHALL BE CERTFED BY A REGSTERED LAND SURVEYOR TO CONFRM COMPLANCE WTH THE PROPOSED DESGN ELEVATONS. REVSONS BY SWB 06/02 SWB CT Y ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S GUDE FOR TYPE "8" LOT GRADNG DETAL (ALL DRANAGE ROADWAY AND ALLEY) : APRL 1998 DRECTOR S10-62

35 PROTECTVE FRONT SLOPE FRONT SWALE, SEE NOTE 7 PARKWAY 2% MN. TO 8% MAX. SDE SWALE, ;::;;- -- L /,... :.:::r :-""-- -<. = C{J - SEE NOTE 8.. BACK OF CURB TYPCAL GRADNG PLAN VEW ROADWAY FLL FOR DRVEWAY AND SDEWALK ONLY '.",.. ', EXSTN: LOT:PE SEE NOTE 4 _] TYPCAL SECTON A-A TYPCAL SECTON 8-8 (DOUBLE SCALE) 1. FLL N FEMA FLOOD ZONES A AND AE S LMTED PER CTY CODE, SEE CHAPTER 16. A SEPERATE STE PLAN SHOWNG EXSTNG AND PROPOSED ELEVATONS AND DRANAGE PLAN S REQURED N FEMA FLOOD AREAS. THESE PLANS SHALL BE SGNED AND SEALED BY A FLORDA REGSTERED ENGNEER. 2. FLL N FLOOD ZONE VE S PROBHBTED' PER CTY CODE, SEE CHAPTER EXSTNG AND DESGN ELEVATONS ARE REQURED FOR PONTS DENTFED BY THS SYMBOL: 4. BULDNG SLAB SHALL BE l' MNMUM ABOVE THE CENTERLNE OF THE ROADWAY AND NOT LESS THAN A MNMUM ELEVATON OF PER CTY DATUM OR AS DCTATED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). 5. LOT GRADNG SHALL MANTAN HSTORCAL FLOW PATHS AND PREVENT THE ACCUMULATON OF WATER OR EXCESSVE RUNOFF ONTO ADJACENT PROPERTES. 6. LOTS N EXSTNG SUBDVSONS REQURE EXSTNG ELEVATONS 5' NTO ADJONNG PROPERTES OR EXSTNG SWALE(S). 7. FRONT SWALE SHALL DRAN TO SDE SWALES AND TO ALLEY ON EACH LOT SDE AND SHALL FUNCTON NDEPENDENTL Y FROM ALL ADJONNG LOTS. 8. SDE SWALES SHALL BE SZED TO ACCOMMO A MNMUM OF A 10 YEAR, 1 HOUR RAN EVENT, MNMUM SWALE SZE SHALL BE 6" DEEP WTH 4: 1 SDE SLOPES. 9. ROOF GUTTERS AND LEADERS N CONJUNCTON WTH YARD DRANS AND NLETS ARE REQURED WHERE NECESSARY FOR ADEQUATE DRANAGE. 10. WHEN SLT FENCNG S REQURED, SEE CTY STANDARD DETAL, STE PLAN-EROSON CONTROL; DWG. NO. S FNAL AS-BULT ELEVATONS SHALL BE CERTFED BY A REGSTERED LAND SURVEYOR TO CONFRM COMPLANCE WTH THE PROPOSED DESGN ELEVATONS. REVSONS BY SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S T A N DAR D S GUDE FOR TYPE "e" LOT GRADNG DETAL (ALL DRANAGE TO ALLEY) 8t DRECTOR : APRL 1998 S10-63

36 DRAWNG NUMBER S10-1 S10-3 S10-4 S10-5 S10-6 S10-7 S10-8 S10-9 S S10-11 S10-12 S10-13 S10-14 S10-15 S10-16 S10-20 S S10-22 S10-23 S10-24 S10-28 S10-30 S10-31 S10-32 S10-40 S10-42 S10-45 S10-50 DRAWNG TTLE GENERAL NOTES FOR PLANS AND DETALS ABBREVA TONS FOR PLANS AND DETALS ABBREVATONS FOR PLANS AND DETALS ABBREVA TONS FOR PLANS AND DETALS PLOTTNG SYMBOLS FOR PLANS AND DETALS UTLTY LlNESTYLES FOR PLANS AND DETALS GENERAL LlNESTYLES FOR PLANS AND DETALS STRUCTURE SYMBOLS FOR PLANS AND DETALS PRESSURE PPE AND UTLTY POLE SYMBOLS FOR PLANS AND DETALS TREE PROTECTON FENCE BARRERS GENERAL LANDSCAPNG NOTES FERTLZATON, WATERNG, AND WARRANTY TREE PLANTNG PALM TREE PLANTNG SHRUB AND GROUNDCOVER PLANnNG NEGHBORHOOD SGNAGE SUPPORT AND FOUNDATON TYPE RETANNG WALL TYPE RETANNG WALL TYPE RETANNG WALL TYPE V RETANNG WALL RENFORCED CONCRETE SEAWALL FLEXBLE PAVEMENT RESTORATON RGHT-OF-WAY RESTORATON SURFACE RESTORATON PAYMENT LMTS JACK AND BORE CONCRETE CRADLE FOR PPE/CONDUT OR BOX CULVERT BEDDNG FOR PPE/CONDUT OR BOX CULVERT MANHOLE RNG AND COVER CASTNG REVSON 09/07 09/07 09/07 09/07 09/09 01/10 REVSONS BY SWB SWB 09/06 SWB 09/07 SWB 01/10 SCALE: CT Y ill c=, C= ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG N. T.S. S TAN DAR D S N/A DRECTOR GENERAL DETALS NDEX : JUNE 2002 S10-NDEX

37 DRAWNG NUMBER S10-52 S10-60 S10-61 S10-62 S10-63 DRAWNG TTLE REVSON ACCESS STRUCTURE CHANNELZATON STE DEVELOPMENT AND/OR CONSTRUCTON STAGNG STE EROSON CONTROL 09/06 GUDE FOR TYPE "A" LOT GRADNG (ALL DRANAGE TO ROADWAY) GUDE FOR TYPE "B" LOT GRADNG (ALL DRANAGE TO ROADWAY AND ALLEY) GUDE FOR TYPE "e" LOT GRADNG (ALL DRANAGE TO ALLEY) REVSONS BY SWB SWB 09/06 C T Y fll ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN 0 A R 0 S GENERAL DETALS NDEX N/A DRECTOR DA TE: SEPT S10-NDEX

38 DRAWNG NUMBER S20-2 S20-3 S20-4 S20-5 S20-6 S20-7 S20-8 S20-9 S20-10 S20-11 S20-12 S20-13 S20-20 S20-21 S20-22 S20-23 S20-24 S20-28 S20-29 S20-30 S20-40 S20-41 S20-42 S20-43 S20-44 S20-45 REVSONS BY SWB 06/04 SWB SWB 09/06 SWB 09/07 DRAWNG TTLE POP-OUT CURB RECESSED CURB AND PAVEMENT FOR ON STREET PARKNG HEAVY DUTY ROADWAY STANDARD DUTY ROADWAY BRCK SURFACE ROADWAY ALLEY PAVNG ALLEY APRON COLD MLLNG PAVEMENT TRANSTON TYPE "A", "B", "e", AND "D" CURB CURB TRANSTONS VALLEY GU TTER TYPE "A" CURB REPLACEMENT RESDENTAL DRVEWAY CONSTRUCTON COMMERCAL DRVEWAY CONSTRUCTON SDEWALK AND DRVEWAY CONSTRUCTON TYPE,, AND SDEWALK CURB RAMP DETECTABLE WARNNG SURFACES HEXBLOCK SDEWALK REPLACEMENT HEXBLOCK COLOR PATTERNS ROADWAY UNDERDRAN AND CLEAN-OUT ROADWAY WTH TYPE A CURB, T - TURN AROUND A T DEAD END RGHT -OF- WA Y ROADWAY WTH TYPE B CURB, T - TURN AROUND AT DEAD END OF RGHT-OF-WAY ROADWAY WTH TYPE D CURB, T - TURN AROUND AT DEAD END OF RGHT-OF-WAY ROADWAY WTH TYPE A CURB, T - TURN AROUND A T ALLEY CONNECTON ROADWAY WTH TYPE B CURB, T - TURN AROUND A T ALLEY CONNECTON ROADWAY WTH TYPE D CURB, T - TURN AROUND A T ALLEY CONNECTON C T Y (lc ;W ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S ROADWAY DETALS NDEX REVSON 09/06 09/07 09/07 09/07 : JUNE 2002 N/A DRECTOR S20-NDEX

39 DRAWNG NUMBER S20-46 S20-48 CUL-DE-SAC DRAWNG TTLE ALLEY WTH T - TURN AROUND AT DEAD END REVSON REVSONS BY SWB 06/03 SWB C T Y flc g> ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN 0 A R 0 S ROADWAY DETALS NDEX N/A DRECTOR DA TE: JUNE 2002 S20-NDEX

40 43' TO 55' 15'± 8' TO 20' SEE NOTE 2 R=5' SEE NOTES 3 AND 4 / ========T"::::-...::::::-:---.. J 7 ' EXSTNG CURB L -.J TO BE REMOVED \J '\, SEE NOTE 6 O \\ \ SEE NOTE 3 PLAN 1. ALL CURB SHALL BE TYPE "A" OR "0": MATCH EXSTNG. SEE STANDARD DETAL- TYPE"A", "B", "C", AND "0" CURB. 2. SLOPE TO PROVDE FLOW TO CATCH BASN. 3. NEW CATCH BASN(S), SEE STANDARD DETAL(S)-CATCH BASN SERES. 4. FOR GRATE NLET, SEE STANDARD DETAL -BRCK OR PRECAST GRATE NLET. 5. NEW STORM STRUCTURES ARE NOT TO BE PLACED N THE CURB RAD & PEDESTRAN TRAVEL PATH. 6. REMOVE EXSTNG CATCH BASN, OR CONVERT TO MANHOLE, AS REQURED. 7. PROVDE SDEWALK CURB RAMP(S) AT CROSSWALK(S), SEE STANDARD DETALS-TYPE,, AND SDEWALK CURB RAMP, AND DETECTABLE WARNNG SURFACES. CT Y REVSONS BY fll SWB 06/98 SWB 06/02 ENGNEERNG DEPARTMENT SWB 06/03 CTY of ST. PETERSBURG SWB SCALE: N.T.S. S TAN DAR D S POP-OUT CURB DETAL t '--t J3. DRECTOR : MARCH 1993 S20-2

41 END STALL SDEWALK SEE NOTE 7 END NTERME END \ STALL STALL STALL L TREE OR UTLTY POLE, F EXSTNG MNMUM STALL SZES: R/WJ7 END 8' x 22' NTERMEDA TE 8' x 20' PLAN 10' (TYP) 8' SYMMETRCAL ABOUT t 12" --FACE OF CURB SEE NOTE 7 SLOPE TO EXSTNG SDEWALK OR R/W TYPCAL SECTON 1 " ASPHALTC CONCRETE 8" ROADWAY BASE 12" STABLZED SUB GRADE 1. F EXSTNG CURB S TYPE "A", OR TYPE "0" REPLACE WTH TYPE "B" CURB, DROP SECTON. MANTAN DRANAGE FLOW. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "0" CURB. 2. ALL NEW CURBNG SHALL BE TYPE "A". SEE STANDARD DETAL-TYPE "A", "B", "C", AND "0" CURB. 3. FOR CURB TRANSTONS, SEE STANDARD DETAL-CURB TRANSTONS. 4. F AN EXSTNG CATCH BASN S N CONFLCT, RECONSTRUCT AS A GRATE NLET. SEE STANDARD DETAL BRCK GRATE OR PRECAST GRATE NLET. 5. NO DRANAGE STRUCTURE SHALL BE ALLOWED N ANY CURB RAD, OR PEDESTRAN TRAVEL PATH, RELOCATE AS REQURED. SEE STANDARD DETAL(S)-CATCH BASN. 6. F REQURED OR DRECTED TO CONSTRUCT SDEWALK CURB RAMP(S), SEE STANDARD DETALS-TYPE,, AND SDEWALK CURB RAMP, AND DETECTABLE WARNNG SURFACES. 7. F SDEWALK S REQURED: 4' MNMUM WDTH, 6' MNMUM WDTH F SDEWALK ABUTS CURB. SEE STANDARD DETAL-SDEWALK AND DRVEWALK CONSTRUCTON. 8. CROSS SLOPE: 0.02 FT /FT, UNLESS OTHERWSE SHOWN OR DRECTED. 9. ALL EXSTNG STREET SGN AGE TO BE RELOCATED SHALL BE COORDNATED WTH THE CTY'S ENGNEERNG CONSTRUCTON NSPECTOR. 10. EXSTNG RGHT-OF-WAY MUST BE A MNMUM OF 60' WDE. REVSONS CT Y BY ill SWB 09/00 S TAN DAR D S SWB 06/02 ENGNEERNG DEPARTMENT f1 -_S_W_B_+--_06...:../_0_3--f C TY_Of_ST_._P_E_TE_R_S_BU_R_G_ i 8. SWB SCALE: N.T.S. DRECTOR RECESSED CURB AND PAVEMENT FOR ON STREET PARKNG DETAL : JULY 1999 S20-3

42 Cl (5 Z o 0 0 O/OCll 0J en to en }>o o 0 0 to 'Tl en N 0 ()) Cl () }>o/ r ftl ()Z!: =i9 -<z of::1 10 i nrll: (j)al (D-i C AlfTl G)Z Z (f) N 0 rl -l "'0 :;0» 0 ;1 AJ» Ol» o rrl 1::::0»» :;E < 10 -< -< (f) 0 0 rrl C }>o -1-1 f.l»-< to }>o :;0 () R/W VARES R/W,.. OVERALL ROADWAY WDTH _ -, - SYMMETRCAL ABOUT t SEE NOTE 1 OR 2 \ SLOPE TO EXSTNG - SLOPE TO EXSTNG r TYPE "B" CURB, CROWN VARES' SDEWALK OR R/W SDEWALK OR R/W / SEE NOTE 1 OR 2 SEE NOTE 4 6" REVEAL, TYP. PAVEMENT WDTH -,.'.,1-:- 1" ASPHALTC CONCRETE AND 1-1/4" ASPHALTC CONCRETE BNDER COURSE 8" ROADWAY BASE, SEE NOTE 6 12" STABLZED SUBGRADE TYPCAL HEAVY DUTY ROADWAY SECTON SLOPE TO EXSTNG SDEWALK OR R/W TYPE "A" CURB, SEE NOTE 3 OVERALL ROADWAY WDTH - TYPE "A" CURB (OPTON) EXSTNG BASE 6" TYPCAL 1/4" LP, TYPCAL FOR TYPE "B" AND "D" CURB EXSTNG SURFACE PROPOSED SURFACE TE-N OF PROPOSED CONSTRUCTON TO EXSTNG 1. 36' WDE ROADWAY: 36' OF PAVEMENT (THREE 12' LANES) WTH ETHER TYPE "B" OR TYPE "D" CURB EQUALS 40' OVERALL WDTH ' WDE ROADWAY: 60' OF PAVEMENT (FVE 12' LANES) WTH ETHER TYPE "B" OR TYPE "D" CURB EQUALS 64' OVERALL WDTH. 3. WDTH OF ROADWAY WTH TYPE "A" CURB S MEASURED FACE TO FACE OF CURB. 4. ROADWAY CROSS SLOPE: 0.02 FT/FT, UNLESS OTHERWSE SHOWN OR DRECTED. 5. SEE STANDARD DETAL-TYPE "A", "B", "c", AND "D" CURB. 6. BASE THCKNESS SHOWN S FOR LlMEROCK, ALTERNATE MATERALS MAY REQURE A DFFERENT THCKNESS.

43 (/) (5 V O'l to O'l }>o lonoo' '-."'-"'-"'--1 OOOtOfT1 O'l N 0 (» (/) () r =i9 }>ol OZ ", -<Z ", 0", -;0 UlZ 1;-iCl in O -t ", ",-0 ;0» Ul;o CD-t eli: ;0", ClZ -t }>o -0-0 :::0 o ::e }>o 1 o r. z (f)!' s:: N }>o :::0 0 () 1 to (Jl o -j -< (J) -j» z ::::0 (j) 10 0"-1 1»»» o ZAJ ::E 0 10»» ::::O(J) o o ftlo "-1C»"-1 r-< R/W VARES R/W,.. OVERALL ROADWAY WDTH.. 1.., - SYMMETRCAL ASOUT <t SEE NOTE 1 \ SLOPE TO EXSTNG - SLOPE TO EXSTNG r TYPE "s" CURS, CROWN VARES' SDEWALK OR R/W SDEWALK OR R/W SEE NOTE 1 SEE NOTE 3 6" REVEAL, TYP. PAVEMENT WDTH 1" ASPHALTC CONCRETE..,. 6" ROADWAY SASE, SEE NOTE 5 9" STABLZED SUBGRADE TYPCAL STANDARD DUTY ROADWAY SECTON SLOPE TO EXSTNG SDEWALK OR R/W TYPE "A" CURB, SEE NOTE 3 OVERALL ROADWAY WDTH - TYPE "A" CURB (noo) 6" TYPCAL 1/4" LP, TYPCAL FOR TYPE "B" & "D" CURB EXSTNG SURFACE SAW CUT EXSTNG BASE PROPOSED SURFACE TE-N OF PROPOSED CONSTRUCTON TO EXSTNG 1. 24' WDE ROADWAY: 20' OF PAVEMENT WDTH WTH ETHER TYPE "B" OR TYPE "D" CURB EQUALS 24' OVERALL WDTH. 2. PAVEMENT WDTH WTH TYPE "A" CURB S 20' WDE, MEASURED FACE TO FACE OF CURB. 3. ROADWAY CROSS SLOPE: 0.02 FT/FT, UNLESS OTHERWSE SHOWN OR DRECTED. 4. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "D" CURB. 5. BASE THCKNESS SHOWN S FOR LlMEROCK, ALTERNATE MATERALS MAY A REQURE DFFERENT THCKNESS.

44 tnltnltnltn al al al allal :s; tn (5 :;lglgl:illolti... > l Ol N 0 ('Tl tn () r >1 OZ ftl ('Tl.. -G') -1_ -<z ftl OfTl """";:0 :Zl tn ftlo - ;-t "'0. M ;:O}>- (1);:0 (D- C ;:OfTl G')Z - 0 ;u ftl () a ;:0 z (j)? > "'0 "'0 :;0 0 0 aj :f. 0 :::E > G) -l. N }>- :;0 0 0 (J) o -< (J) -» ::::0 Z acto» ::::0» 00 :;E A AJ» 10 -< U) (J) C 1_10::::0 fil 1»»0 rfll «) «) (Xl R/W VARES SYMMETRCAL 1 r SLOPE TO EXSTNG SLOPE TO EXSTNG SDEWALK OR R/W CROWN VARES'l" SDEWALK OR R/W GRANTE CURB. TYP. SEE NOTE 2 6 TYPCA71 ROADWAY WDTH " 6" REVEAL, TYPCAL 6" REVEAL, TYPCAL SLOPE TO EXSTNG SDEWALK OR R/W ABOUT ct 1 ROAD BRCK 1" SAND-SETTNG BED, 100% COMPACTON 8" SHELL BASE, SEE NOTE 7 12" STABLZED SUBGRADE TYPCAL BRCK ROADWAY SECTON TYPE "A" CURB, SEE NOTE 4 OVERALL ROADWAY WDTH.' TYPE nan CURB SEE NOTES 3 AND 4 - EXSTNG BASE EXSTNG SURFACE SAW CUT PROPOSED SURFACE PROPOSED BASE HEADER CURB, AS SHOWN TE-N OF PROPOSED CONSTRUCTON TO EXSTNG 1. ROADWAY WDTH, MEASURED FACE TO FACE OF CURBS. 2. ROADWAY CROSS SLOPE: 0.02 FT/FT, UNLESS OTHERWSE SHOWN OR DRECTED. 3. EXSTNG GRANTE CURB S TO BE REPLACED AND/OR NEW GRANTE CURB SHALL BE NSTALLED PER CTY RESOLUTON GRANTE CURB MAY BE REPLACED WTH TYPE "A" CURB AT THE RAD, DRVEWAY AND/OR ALLEY CURB CUTS, AND CURB RAMPS. 5. BRCK ROADWAYS SHALL END WTH A "HEADER CURB", F NO OTHER BARRER S AVALABLE. 6. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "0" CURB. 7. ALTERNATE BASE MATERAL MAY BE 9" OF RECYCLED CONCRETE, WTH APPROVAL OF THE ENGNEER. R/W

45 SYMMETRCAL ABOUT R/W VARES R/W SLOPE TO EXSTNG 1-1/2" SEE NOTE 3 12'- 0" SLOPE TO EXSTNG 1" ASPHALTC CONCRETE 8" ROADWAY BASE ----' STANDARD SECTON EW 1" ASPHALTC CONCRETE 6" ROADWAY BASE, SEE NOTE 1 9" STABLZED SUBGRADE ALTERNATE SECTON VEW EXSTNG SURFACE SAW CUT PROPOSED SURFACE EXSTNG BASE TE-N OF PROPOSED CONSTRUCTON TO EXSTNG 1. BASE THCKNESS SHOWN S FOR LlMEROCK, ALTERNATE MATERALS MAY A REQURE DFFERENT THCKNESS. 2. FOR ALLEY APRON, SEE CTY STANDARD DETAL-ALLEY APRON. 3. NVERTED CROWN MAY NEED TO BE GREATER THAN SHOWN TO MATCH STE CONDTONS. MANTAN A MNMUM OF 1/4" PER FOOT OF STANDARD CROSS SLOPE, EXCEPT ADJUST TO 1" PER FOOT MAXMUM TO MATCH EXSTNG DRVEWAY OR PROPERTY LNE ELEVATON. REVSONS BY SWB 09/96 CT Y ll':, SWB 06/98 ENGNEERNG DEPARTMENT SWB 06/02 CTY of ST. PETERSBURG S TAN DAR D S ALLEY PAVNG DETAL J :...--t /3, ljk SWB SCALE: N.T.S. DRECTOR : MARCH 1993 S20-7

46 EXSTNG CURB, TYP. 12' HEADER CURB TO MATCH NVERTED CROWN OF ALLEY A L = en a::: ::l u a.. "0 0 to a::: 0 v N A J EXSTNG ALLEY ALLEY APRON SEE NOTE ==---- TRANSTON LENGTH AS ORDERED BY ENGNEER, SEE NOTE 2 PLAN VEW z o i= Vi z «"i-0 HEADER CURB, AS SHOWN R/W MATCH ALLEY PLAN ELEVATON --:X:TSU:R::::E SEE NOTE 5 EXSTNG ROADWAY SECTON A-A 1. THS DETAL S APPLCABLE FOR UNMPROVED ALLEYS OR NCONJUCTON WTH CTY DETAL-ALLEY PAVNG. 2. CONSTRUCT COMPACTED SHELL TRANSTON TO MATCH ELEVATONS AS REQURED 6" THCK. 3. EXSTNG CURB SHALL BE REPLACED WTH DROPPED CURB, F EXSTNG BACK OF CURB S NOT DROPPED. 4. FOR CURB REQUREMENTS SEE STANDARD DETAL-TYPE "A", "B", "C", AND "D" CURB. 5. FOR COMPONENTS SEE STANDARDS DETAL-ALLEY PAVNG. REVSONS BY SWB 06/98 SWB 06/02 SWB CT Y S TAN 0 ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. A R 0 S ALLEY APRON DETAL L3, J:L DRECTOR : MARCH 1993 S20-8

47 EXSTNG SURFACE ft TYPE SP -1 SURF ACE COUR SE, OVERLAY M N MU M 1" THCK ' 4' TO 6' SAWCUT-BUTT JONT, TYP. (LMTS OF MLLNG) LL -.L,L7 "7/7// -l MLLNG DEPTH: 1" TO 1-1/2" r BELOW EXSTNG SURFACE BEGNNNG OR END OF OVERLAY TRANSTON TYPE SP-1 SURFACE COURSE) 6'± / MATCH EXSTNG FLOW LNE OVERLA Y MNMUM 1" THCK (LMTS OF MLLNG) E/L L ry»f'0: rt. //...:. MLLNG DEPTH: 1" TO 1-1/2" EXSTNG SURFACE =.:";:: BELOW EXSTNG SURFACE TYPE "A" CURB TYPE SP-1 SURFACE COURSE) 6'± pmantan 1/4" ABOVE CURB EDGE OVERLA Y MNMUM 1" THCK (LMTS OF MLLNG) MLLNG DEPTH: 1" TO 1-1/2" BELOW EXSTNG SURF ACE :R/L L..L / /....,'... :.f"'-,\: ),ja, EXSTNG SURFACE :::::j.;'"':'";':: TYPE "B" CURB TYPE SP-1 SURFACE COURSE) 6'± MATCH AT CURB EDGE CURB EDGE OVERLA Y MNMUM 1" THCK (LMTS OF MLLNG).EL L L / 7/»f EXSTNG SURFACE "- '-- TYPE "c" CURB f TYPE SP-1 SURFAC COURSE) 6'± MANTAN OVERLA Y MNMUM 1 THCK (LMTS OF MLLNG) :ELJ:...:...u; / /./ :::. 0,.''.,.".. '... EXSTNG SURFACE i',,:... :.':-: MLLNG DEPTH: 1" TO 1-1/2" BELOW EXSTNG SURFACE 1/4" ABOVE CURB EDGE TYPE "0" CURB "'-MLLNG DEPTH: 1" TO 1-1/2" BELOW EXSTNG SURFACE 1. TACK COAT SHALL BE APPLED AS PER TECHNCAL SPECFCATONS, OR AS DRECTED. 2. CURBS SHALL NOT BE SCARRED, OR DAMAGED AS A RESULT OF THE MLLNG ACTVTES, 3. SAWCUT-BUTT EDGE SHALL BE A MNMUM 1" DEEP AND HAVE A CLEAN EDGE, NOT RAVELED, C T Y S T A N 0 A R D S REVSONS COLD MLLNG PAVEMENT BY ll SWB 06/02 TRANSTON DETALS SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. DRECTOR : JUNE 2001 L3. M- S20-9

48 R=1 /2" \1-_..:..=. \ 12" 4 2t '=_ ROADWAY N 24" f:_/ DEPTH OF SAW CUT FOR CONTRACTON 8" N N TYPE "B" JONT. SEE NOTE 2. BELOW FULL SECTON VEW TYPE "D" SLOPE PAVEMENT TO MATCH AT ALLEY OR DRVEWAY , 24" N 24" 12" ROADWAY 14" 10" 1/2" #4 REBAR L- DEPTH OF SAW CUT FOR CONTRACTON TYPE "B" JONT. SEE NOTE 2. BELOW DROP SECTON VEW 5"..l..-_-+-_"""----'-_ #4 REBAR ROADWAY 1" DEEP SA W CU T FOR mu---+-'--rl-:-+ CONTRACTON JONT. SEE NOTE 2. BELOW #4 REBAR ---F,-{ -, 6-1/2',.. TYPE "A" DROP CURB TYPE "A" OR HEADER CURB ROADWA Y =;" _,...- R=3/4" 1" DEEP SAW CUT FOR CONTRACTON JONT. CONTRACTON JONTS SHALL BE AT 10' CENTERS. EXPANSON JONTS SHALL BE AT EACH PC/PT OF THE PAVED AND BRCK MEDAN -1/'1 TYPE "c" CURB 1. WHEN REMOVNG EXSTNG CURB. THE CURB SHALL BE SAW CUT AT THE NEAREST CONTRACTON JONT AND A FULL SECTON OF CURB REPLACED. 2. NSTALL EXPANSON JONTS AT 50' NTERVALS. SAW CUT CONTRACTON JONTS AT 10' NTERVALS. SAW CUTS SHOULD BE AVODED WTHN VALLEY GUTTERS AND WTHN CURB AND GUTTER ENDNGS. REVSONS BY SWB 09/96 SWB 06/98 SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S T A N 0 A R D S TYP E "A", " B", "C", AND "0" CURB DETAL : MARCH 1993 DRECTOR S20-10

49 TOC TRANSTON PREFERRED MATCH.... PROPOSED CURB EXSTNG CURB.. - TYPCAL TRANSTON PROFLE OF PROPOSED TO EXSTNG TOP OF CUR8 '"... TRANSTON 1 a.. 0::: o () a.. FLOW CURB RETURN CONNECTON TRANSTON {----=-1 FLOW STRAGHT CONNECTON TYPE "8" TO TYPE "0" SOMETRC a.. 0::: o a.. TRANSTON () f-..-f--'-'-"-"::"=:"":"':"::;':"':'" --=::.J.-=--=--=--=--= TRANSTON f----=--=--=--=--=--=i FLOW CURB RETURN CONNECTON FLOW STRAGHT CONNECTON TYPE "8" TO TYPE "A" SOMETRC a.. 0::: o TRANSTON (), t-'-'-:.c...:;...;..;::..;...:..:-=..;...;. a.. ::::::::=::::::;i:--=--=--=--=--=--=i ".., TRANSTON f-----:...- -:::::_ -=--=--=- -=- FLOW LNE FLOW CURB RETURN CONNECTON NOTE: ALL TRANSTONS SHALL BE 3'-0" N LENGTH. CT STRAGHT CONNECTON TYPE "0" TO TYPE "A" S TAN 0 A R 0 S SOMETRC REVSONS BY ll CURB TRANSTONS DETAL SWB 06/98 SWB 06/02 ENGNEERNG DEPARTMENT : MARCH 1993 SWB CTY of ST. PETERSBURG 13, :kv- SCALE: N.T.S. DRECTOR S20-11

50 'i' LANE LNE OR ct EXSTNG ROADWAY = SEE NOTE 1 ::::!: SEE STANDARD OETAL- <1 =. A "0 z CURB TRANSTONS b _-_-_-_-_-..,j._-:;-f-.---""'7'------=-' -1 EXSTNG FL; UNE T B A 4-1 XSTNG URB' TYPE "A","B" OR "0" 4 () a. ROADWAY PROPOSED CURB TYPE "s" OR "0" PLAN 3'-0" w z :::J 3: 0 -l.j... 18" R=1/2"\ R= - \, p' VARES 12" 12" [ - 4 #4 REBAR, TYP. _.. ROADWAY.. 1 w () z :::J g R=1 2" 10" OC, TYP. SECTON A-A SECTON CONFGURATON FOR DRECTON OF FLOW TO SUT EACH APPLCATON. 2. DO NOT USE VALLEY GUTTER UNLESS ALL OTHER ALTERNATVES HAVE BEEN ELMNATED. CT Y S TAN DAR D S REVSONS BY ll:. VALLEY GUTTER DETAL \ SWB 06/98 SWB 06/02 ENGNEERNG DEPARTMENT : MARCH 1993 SWB CTY of ST. PETERSBURG OWG. No. t3, SCALE: N.T.S. DRECTOR S20-12

51 R=1/2 5,;;;..."-t/R=1" r----,,...r--T1BRCK OR ASPHALT PAVEMENT,..,-., TYPE "A" CURB ONLY e. (0 (d'. '4 -.r t,.. N 1 '. " /2", TYP' /16"..... TYPE "A" REPLACEMENT CURB R=1/2" R=1" 5-9/16"/.;' ' 4 BRCK OR ASPHALT PAVEMENT, TYPE "A" CURB ONLY, /2", TYP' /16" TYPE "A" REPLACEMENT DROP CURB 1. WHEN REMOVNG EXSTNG CURB, THE CURB SHALL BE SAW CUT AT THE NEAREST CONSTRUCTON JONT AND A FULL SECTON OF CURB REPLACED. 2. NSTALL EXPANSON JONTS AT 50' NTERVALS, SAW CUT CONTRACTON JONTS AT 10' NTERVALS. 3. WHEN TYPE "A" CURB S DROPPED FOR ALLEY, DRVEWAY OR SDEWALK CURB RAMP, FULL SECTON CURB SHALL BE MANTANED. REVSONS BY SWB 06/98 SWB 06/02 SWB C T Y ll ;De ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R D S TYPE 'A' CURB REPLACEMENT DETAL 't4owo1b. ;i DRECTOR : JANUARY 1995 S20-13

52 6' DRVEWA Y f- MN 1 SEE NOTES 1 & 2'1 6' DRVEWAY 6' f- MN 1 SEE NOTES 1 & 2'1 MN f- 12" MN. _ a.. 1"-> f- 12" MN. 6' SEE NOTE 8 TYPE "0" CURB MATCH AT BACK OF CURB, 6' APRON-SEE NOTE 8 \ 6" REEAL] 1_ 3' : 1. '1.."- APRON --=-=-= ---- TYPCAL PLAN VEWS MATCH AT BACK OF CURB, 6' APRON-SEE NOTE 8 \ 3" REEAL] " 3' :. ' = SEE SYMMETRCAL ABOUT ct.. i NOTE 8 6' APRON TYPE "B" CURB TYPE" A" CURB MATCH AT BACK OF CURB, 6' APRON-SEE NOTE 8 \ 6" REEAL] " 3' :. 'a-'- APRON --==-.=:: " LP A T TOP OF CURB TYPE "0" CURB 1" LP AT TOP OF CURB TYPE "B" CURB TYPCAL CURB ELEVATON VEWS LOOKNG A T FACE OF CURB EXPANSON JONT DROP FULL CURB SECTON THRU WDTH OF DRVEWAY, TYPCAL :ALOW L:NE:'-i DRVEWAY==::r";''"''.;:. t==t==== TYPE "A" CURB 12" MNMUM ---"1 ---"1 50 MAX. 12 MAX. R/W LNE "DROPPED" CURB, TYP. BACK OF CURB DRVEWALK TYPCAL SECTON THRU DRVEWAY AND DRVEWALK DRVEWAY 1. DRVEWAY WDTHS: 10' MNMUM TO 20' MAXMUM, STANDARD, WTH UPTO 50% VARANCE TO 30' AS PER CTY CODE SECTON F EXSTNG DRVEWAY S LESS THAN 10' WDE AT THE R/W LNE: REPLACEMENT WDTH AT BACK OF SDEWALK SET AT 10' WDE, THEN TAPER 1: 6 TO MATCH EXSTNG WDTH. 3. ALL RESDENTAL CONCRETE DRVES SHALL BE PLACED ON A COMPACTED SUBGRADE AND SHALL BE A MNMUM OF 5" THCK RENFORCED WTH A SNGLE LAYER OF WWF 6x6-W1.4xW ALL CONCRETE SHALL BE DAYS MNMUM. 5. ALL ASPHALTC CONCRETE DRVEWAYS SHALL BE PLACED ON A MNMUM 5" COMPACTED LlMEROCK OR SHELL BASE OVER A COMPACTED SUBGRADE, AS APPROVED BY THE ENGNEER. ASPHALTC DRVES SHALL BE A MNMUM 1" THCK OF DOT TYPE S- ASPHALTC CONCRETE, OR OTHER ASPHALTS WTH APPROVAL BY THE ENGNEER. 6. ALL BRCK DRVEWAYS SHALL BE PLACED ON A 1" COMPACTED SAND BED OVER A MNMUM 5" COMPACTED SHELL SUBGRADE. 7. NO DRVEWAYS SHALL BE ALLOWED N CURB RAD. 8. WHEN THE SDEWALK ABUTS THE CURB THE WNG SHALL BE 6' WDE AS SHOWN. 9. FOR DROPPED CURB REQUREMENTS, SEE STANDARD DETAL-TYPE "A", "B", "C", AND "0" CURB. REVSONS BY SWB 09/01 SWB 06/02 CT Y ll S TAN DAR D S RESDENTAL DRVEWAY CONSTRUCTON DETAL ENGNEERNG DEPARTMENT t!:jl SWB 06/04 CTY of ST. PETERSBURG L j/,... /J r '---t f O. SWB SCALE: N. T.S. DRECTOR : MARCH 1993 S20-20

53 a..: > - e. 6' DRVEWA Y MN. 1 AND 2 " -,. () ( ) SEE NOTE 10 ==-::,==:...:...=-:---==;kt-=-.l 12" MN. - el w e. 6' DRVEWAY 6' e. (1) AND (2) -, MN =t== x w _ 6" MATCH 6' SEE NOTE 8 TYPE "0" CURB APRON LP AT TOP OF CURB GUTTER FLOW LNE TYPE "0" CURB TYPCAL PLAN VEWS MA TCH AT BACK OF CURB'. " 6' APRON-(8) \ " REVEALl " 3' : l> 3', SEE --+--;--- SYMMETRCAL ABOUT <C.!NOTE 8 6' - TYPE "B" CURB TYPE" A" CURB APRON 1 LP A T TOP OF CURB GUTTER FLOW LNE TYPE "B" CURB TYPCAL CURB ELEVATON VEWS LOOKNG AT FACE OF CURB DROP FULL CURB SECTON THRU WDTH OF DRVEWAY, TYPCAL TYPE "A" CURB ROADWAY EXPANSON JONT-(11) DRVEWAY MAX. 12 MAX. R/W LNE "DROPPED" CURB, TYP. BACK OF CURB DRVEWALK TYPCAL SECTON THRU DRVEWAY AND DRVEWALK DRVEWAY 1. DRVEWAY WDTHS: 12' MN. TO LMTS AS APPROVED BY THE ENGNEERNG, STORMWATER, & TRAFFC OPERATONS DRECTOR. 2. F EXSTNG DRVEWAY S LESS THAN 12' WDE AT THE R/W LNE: REPLACEMENT WDTH AT BACK OF SDEWALK SET AT 12' WDE. CENTERED ON EXSTNG DRVEWAY LOCATON. 3. ALL COMMERCAL CONCRETE DRVES SHALL BE PLACED ON A COMPACTED SUBGRADE AND SHALL BE A MNMUM OF 6" THCK AND RENFORCED WTH A DOUBLE LAYER OF WWF 6x5-Wl.4xW ALL CONCRETE SHALL BE DAYS MNMUM. 5. ALL ASPHALTC CONCRETE DRVEWAYS SHALL BE PLACED ON A MNMUM 8" COMPACTED LlMEROCK OR SHELL BASE OVER A COMPACTED SUB GRADE, AS APPROVED BY THE ENGNEER. ASPHALTC DRVES SHALL BE A MN. 1" THCK OF FOOT TYPE S- ASPHALTC CONCRETE, OR OTHER ASPHALTS WTH APPROVAL BY THE ENGNEER. 6. ALL BRCK DRVEWAYS SHALL BE PLACED ON A 1" COMPACTED SAND BED OVER A MNMUM 8" COMPACTED SHELL SUB- GRADE WTH APPROVAL FROM THE ENGNEERNG, STORM WATER, & TRAFFC OPERATONS DRECTOR. 7. NO DRVEWAYS SHALL BE ALLOWED N CURB RAD. 8. WHEN THE SDEWALK ABUTS THE CURB THE WNG SHALL BE 5' WDE AS SHOWN. 9. FOR DROPPED CURB REQUREMENTS, SEE STANDARD DETAL-TYPE " A", "B", "C", AND "0" CURB. 10. WHERE A SDEWALK MEETS A DRVEWAY, THE SDEWALK PANELS ON BOTH SDES OF DRVEWAY SHALL HAVE A DETECTABLE WARNNG SURFACE. WHERE A CURB S PRESENT, PROPOSED, OR THE LANDNG SLOPE S GREATER THAN 2%, A CURB RAMP SHALL BE REQURED, SEE STANDARD DETAL-TYPE,, AND SDEWALK CURB RAMP, AND CTY STANARD DETAL DETECTABLE WARNNG SURFACES. 11. EXPANSON JONT SHALL CONSST OF CONTNUOS 1/2"x5" MNMUM, BTUMNOUS EXPANSON STRP. REVSONS BY SWB 06/02 SWB 06/03 SWB 06/04 SWB c T Y S TAN 0 A R 0 S ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. COMMERCAL DRVEWAY CONSTRUCTON DETAL L3! DRECTOR : JUNE 2001 S20-21

54 - EXPANSON JOT V WDTH, SEE NOTE 5 J / STRUCK JONT.-/ i SEE " NOTE 47 BROOM :z '/'::::;:/;:> EXPANSON JONT NORMALLY 48' MAXM50-7'-----, DRVEWAY DR+AlK / \ DRVEWAY TYPCAL PLAN SEE NOTE 5 EPANSON JONT... t.. 1 EQUAL TO SDEWALK WDTH (6' MAXMUM) STRUCK JONT DRVEWALK RENFORCEMENT; '\ /DRVEWALK THCKNESS; RESDENTAL-SNGLE LAYER: WWF 6x6-W1.4xW1.4 RESDENTAL-5" COMMERCAL-DOUBLE LAYER: WWF 6x6-W1.4xW1.4 _ SEE NOTE 5 COMMERCAL-6" - 12 J_:. ' }-,-EXPANSON JONT \ 1\ ( 12" MNMUM DRVEWAY '''.o-'--'... DRVEWAY j MAX '- EXPANSON JONT MAX. COMPACT "- AS REQURED 0:: TYPCAL DRVEWALK SECTON 1. SDEWALKS SHALL BE CONCRETE AND HAVE TOOLED EDGES. 2. RESTORATON AND UTLTY CUTS SHALL BE A MNMUM FULL PANEL BETWEEN EXSTNG JONTS. 3. EXPANSON JONTS SHALL BE NSTALLED WHERE SHOWN AND AT 50' MAXMUM SPACNG. 4. EXPANSON JONTS SHALL CONSST OF CONTNUOUS 1/2"x6" MNMUM, BTUMNOUS EXPANSON STRP. 5. SDEWALKS SHALL CONFORM TO CTY CODE SECTON AS FOLLOWS: SDEWALKS SHALL BE REQURED ON BOTH SDES OF ALL MAJOR ARTERAL AND COLLECTOR STREETS; ON THE NORTH AND WEST SDES OF OF ALL LOCAL STREETS, COMMERCAL SERVCE STREET; AND LOCAL STREETS LEADNG TO SCHOOLS, PARKS, SHOPPNG CENTERS, CHURCHES, AND OTHER PUBLC FACLTES. SDEWALK WDTHS SHALL BE NOT LESS THAN THE FOLLOWNG: A-6' ALONG ARTERAL AND COLLECTOR ROADWAYS. B-4' ALONG ROADWAYS NOT DESGNATED ON TRAFFC CORRDORS MAP, N RESDENTAL AND NDUSTRAL ZONES. * C-5' ALONG ROADWAYS NOT DESGNATED ON THE TRAFFC CORRDORS MAP, N COMMERCAL AND OFFCE ZONES.* D-4' FOR PEDESTRAN CROSSWALKS. E -12' FOR PEDESTRAN/BCYCLE JONT USE. *-ALL SDEWALKS ABUTTNG CURBS SHALL BE 6' WDE, MNNUM. REVSONS BY SWB 06/01 SWB 06/02 SWB SWB 09/06 CT Y ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S SDEWALK AND DRVEWALK CONSTRUCTON DETAL l(d DRECTOR : MARCH 1993 S20-22

55 (MD PONl) 11'-2' MN. DETECTABLE WARNNG AREA SDEWALK CURB, TYPCAL 4' MN. M. TYPE AND TYPE FOR TYPE B CURB TYPE AND TYPE TYPE TYPE FOR TYPE A OR D CURB FOR TYPE B CURB FOR TYPE A OR D CURB CURB FLOW UNE ROADWAY SURFACE \- 2' DETECTABLE WARNNG AREA 6'-0 STD. 4' MN. LANDNG ::-::--++_ : SECTON THROUGH TYPE,, AND RAMP RUN FOR TYPE A CURB ' DETECTABLE WARNNG AREA 3'-0' STD. 4' MN. LANDNG 0.02 EX. SDEWALK SECTON THROUGH TYPE,, AND RAMP RUN FOR TYPE B CURB CURB FLOW UNE " ROADWAY SURFACE ' DETECTABLE WARNNG AREA 6'-0' STD. 4' MN. LANDNG -:-:--+--+_ : SECTON THROUGH TYPE,, AND RAMP RUN FOR TYPE D CURB SEPARATELY CAST MONOLTHC CAST SDEWALK CURB OPTONS 1. FOR DETECTABLE SURFACE REQUREMENTS AND OPTONS, SEE STANDARD DETAL-DETECTABLE WARNNG SURFACES. 2. F CONDTONS DO NOT ALLOW TRANSTON SLOPES ON TYPE RAMPS, USE TYPE RAMPS. 3. ALL EDGES ABUTTNG CURB AND SDEWALK SHALL HAVE 1/2" BTUMNOUS STRP EXPANSON MATERAL. 4. FOR CONDTONS NOT SHOWN, SEE FOOT NDEX 0304; PAGES 1 OF 5 THRU 5 OF 5, WTH A REVSON OF 07/24/02, OR LATER. 5. RAMPS SHALL BE PERPENDCULAR TO CURB/ROADWAY AND SHALL BE SLOPED N ONE DRECTON ONLY. 6. RAMP WDTH MAYBE REDUCED TO 3' WDE, N RESTRCTED CONDTONS, WHEN APPROVED BY THE ENGNEER. REVSONS BY SWB 06/03 SWB 06/04 SWB SWB 09/07 c ll T Y S TAN DAR TYPE,, CURB D S ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG 8. SCALE: N.T.S. DRECTOR AND SDEWALK RAMP DETAL : MARCH 1993 S20-23

56 4' TYPCAL RUNNNG BOND PATTERN 4' TYPCAL, 1 OOOOOOOOOOOOOOOOOOOOOO [la < a > N o HERRNGBONE PATTERN BRCK DETECTABLE WARNNG PATTERNS SEE NOTES 3,4,AND 5 <i. a.. [ 1 ' 4' TYPCAL ' 0ilio llo OllOOO 000 oooooooo omooomooomoo >- roooo ",..;-;:;-;:;oooo - N oro olloo l olloo PARQUET PATTERN 4' MNMUM OR ' / ADDTONAL PANELS AS 1 FULL RAMP WDTH L REQURED, TYP < u _ a > [too t- _ N o C?.9:2..? ,..0 0 (24"x48" UNT SHOWN) CAST N PLACE DETECTABLE WARNNG SURFACE TLE SEE NOTE 6 AS PER MATERAL AND LOCATON 1 - r r1,TRUNCATED DOME, SEE DETAL ,..0 oooooooooooooooooooooo rt u c:::> oooo _ 1.6" MN. TO 2.4" MAX t ooooooooooooooooooooooo N ' / 2" TYP :::-.. L P DOME PATTERN SHALL BE N-LlNE-4 WTH DRECTON OF TRAVEL TYPCAL PLAN VEW -tt 1.6" MN. TO 2.4" MAX. VARES: 0.9" MN. TO 1.4" MAX. DA., TOP DA. TO BE 50% MN. TO 65% OF THE BASE DA. NTEGRAL DOME Lf 0.2", TYPCAL At TRUNCA TED DOME DETECTABLE WARNNG PATTERN AND SURFACE TYPES 1. CURB RAMP DETECTABLE WARNNG SURFACES SHALL EXTEND THE FULL WDTH OF THE RAMP. DETECTABLE WARNNG SUR FACE SHALL BE CONSTRUCTED BY TEXTURNG A TRUNCATED DOME PATTERN N CONFORMANCE WTH THE U.S. DEPARTMENT OF A.D.A. STANDARDS FOR ACCESSBLE DESGN, A.D.A. ACCESSBLTY GUDELNES, SECTON , SEE DETAL ABOVE. THE TRANSTON SLOPES ARE NOT TO HAVE DETECTABLE WARNNGS. 2. DETECTABLE WARNNG SURFACES SHALL CONTRAST VSUALLY WTH ADJACENT WALKNG SURFACES, ETHER LlGHT-ON-DARK OR DARK-ON-LiGHT. COLOR AND DOME CONFGURATON SHALL BE CONSSTENT AT EACH RAMP. 3. DETECTABLE WARNNG PAVERS SHALL CONFORM TO ASTM: C 902 "PEDESTRAN AND LGHT TRAFFC PAVNG BRCK". 4. DETECTABLE WARNNG PAVERS SHALL BE ON 1" SAND BED COMPACTED, OVER NATVE SOL COMPACTED TO 98% OF MAXMUM DENSTY. 5. DETECTABLE WARNNG PAVERS SHALL BE AS MANUFACTURED BY PNE HALL BRCK OR EQUAL. 6. CAST N PLACE DETECTABLE WARNNG SURFACE TLE SHALL BE AS MANUFACTURED BY ARMOR-TLE OR EQUAL. (PART NO. ADA-C-2448, Wi DETECTABLE WARNNG SURFACE TLE N LNE) 7. METHODS OR PRODUCTS USED TO FORM DETECTABLE WARNNGS N WET CONCRETE WLL NOT BE PERMTTED. 8. ALL MATERALS SHALL BE NSTALLED AS PER THESE CONDTONS AND THOSE OF THE MANUFACTURES REQUREMENTS. REVSONS C T Y BY flc SWB SWB 09/07 ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S DETECTABLE SURFACES g,ilk DRECTOR WARNNG DETAL : JUNE 2003 S20-24

57 CONCRETE MATCH EXSTNG WDTH BLOCK DMENSONS, COLOR AND PATTERN SHALL MATCH EXSTNG TYPCAL HEXBLOCK SDEWALK PLAN " r 3'-9" TO 4'-6" 3" OR AS SHOWN ON PLANS ///.'J 1" SAND BED '\:;; ';:' j COMPACTED SUBGRADE,>S> /, DELETE F ABUTTNG STREET CURB PRECAST OR CAST-N PLACE CONCRETE CURB TYPCAL SECTON DRVEWAY 5" RESDENTAL 6" COMMERCAL ===11-l.:50MAx!1",,---1 r --. -, 12 MAX. R/W 12" MNMUM J RENFORCEMENT: 6x6-W1.4xW1.4 COMPACT SNGLE LAYER FOR 5" RESDENTAL DOUBLE LAYER FOR 6" COMMERCAL TYPCAL SDEWALK SECTON ACROSS DRVEWAY L BLOCK THCKNESS = 2" MNMUM, STANDARD HEXBLOCK S 18" WDE, EDGE TO EDGE, 2. BLOCK JONT TOLERANCES: 1/4" MAXMUM, AND 1 /8" VERTCAL MAXMUM. 3. CONSTRUCT CONCRETE DRVEWALK AT DRVEWAY CROSSNGS. SEE STANDARD DETAL-SDEWALK AND DRVE WALK CONSTRUCTON. 4. EXPANSON JONTS SHALL CONSST OF CONTNUOUS 1/2" BTUMNOUS EXPANSON STRP, AS SHOWN. REVSONS BY SWB 06/98 SWB 06/02 SWB 06/03 SWB C T Y fiji ll:, \ ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN DAR D S HEXBLOCK SDEWALK REPLACEMENT DETAL : MARCH 1993 S20-28

58 PLAN SPACE 5 TO 6 BLOCKS BETWEEN COLORS BLUE, RED, OR CHARCOAL BLUE, RED, OR CHARCOAL SPACE 5 TO 6 BLOCKS BETWEEN COLORS REVSONS BY SWB 06/02 SWB 06/03 SWB SWB 09/07 CT Y {K, S TAN 0 A R 0 S HEXWALK COLOR PATTERNS DETAL ENGNEERNG DEPARTMENT : MARCH 1993 CTY of ST. PETERSBURG /3.i1 SCALE: N.T.S. DRECTOR S20-29

59 FNSHED GRADE BACKFLL AS SHOWN ON THE PLANS OR AS DRECTED N THE FELD - ROADWAY 12" OVERLAP : <!) o U : W 00:: 10 nul «0:: o 2'-0" TYPCAL CROSS SECTON VEW FNSHED GRADE CAST RON FRAME AND COVER U.S. FOUNDARY HUSF 7621, OR EQUAL LABEL LD: STORM DRAN 16" DA. X 8" CONCRETE COLLAR FLTER AGGREGATE, LGHTLY COMPACTED FLTER FABRC WRAP PVC CLEAN OUT PLUG PVC PPE, NON-PERFORATED PVC 11 1/4' BEND PVC PPE, NON-PERFORATED PVC CLEAN OUT PLUG 1'-6" 6" 6" PVC WYE 6" PERFORATED DRAN W/SOCK TYPCAL LONGTUDE SECTON VEW REVSONS BY SWB 09/96 SWB 06/98 ENGNEERNG r- SWB -r 06/02 SWB CT Y DEPARTMENT S TAN DAR D S ROADWAY UNDERDRAN AND CLEAN-OUT DETAL C_T_Y_O_f_S_T._P_E_TE_R_S_BU_R_G i3. SCALE: N. T. S. DRECTOR : MARCH 1993 S20-30

60 --r--r ,.--- FOOT TYPE GUARD RAL, -H SEE NOTE 7 BELOW lo /- REFLECTOR, TYP. SEE NE 7 n n n n n n -H "in TYPE "A" CURB W/,;-6" REVEAL, TYPCAL :::>:::> z -"<- 0 N r 7 15' MN. --b<"'. (). -$-' 15' MN. c...i 0 - cd 2.5' TYP. l' MN. : SEE NOTE 6 L CURB. 60' RGHT-OF-WAY MMNUM.1 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. THS APPLCATON S TO BE CONSTRUCTED AT DEAD END RGHT-OF -WAY WTHOUT ALLEY CONNECTON. R/W TERMNATES DUE TO: EXSTNG DTCH, RALROAD, OR OTHER TYPE OF OBSTRUCTON AND WHERE ADEQUATE SLOPE EXSTS TO GRADE AS SHOWN. 3. SEE STANDARD DETAL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "0" CURB. 5. SEE STANDARD DETAL-RESDENTAL DRVEWAY CONSTRUCTON OR COMMERCAL DRVEWAY CONSTRUCTON. 6. DRANAGE STRUCTURES MAY BE REQURED. ALL DRANAGE STRUCTURES SHALL BE ON THE TANGENT OF THE ROADWAY. 7. GUARD RAL SHALL BE NSTALLED PER FOOT REQUREMENTS. REFLECTORS SHALL BE AS FOLLOWS: 2' X 2' DAMOND SHAPED, ON METAL POST, REFLECTORS SHALL BE RED. REVSONS C T Y BY [ll SWB 06/02 SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S ROADWAY WTH TYPE A CURB, T-TURN AROUND AT DEAD END RGHT-OF-WAY DETAL : JUNE 2001 DRECTOR S20-40

61 --r--r , FDOT TYPE GUARD RAL, -ti REFLECTOR, TYP. SEE NE 7 SEE NOTE 7 BELOW f) n n n n n n ==================================== -ti TYPE "A" CURB W/ CURB TRANSTON, --]' " in / 6" REVEAL, TYPCAL TYPCAL, F REQURED /""'. / 15' MN. ROAD SECTON 15' MN. "- 0:: W «000::< 0(/] Zf-«:::J F=g:;: u (/] :;: "- a... X 0 0 W 0:: o '-' 2.5' TYP. l' MN. SEE NOTE 6 l.. - f ( \ r _ t-----\ '-../j--- - L 1-( r-j CURB " 60' RGHT-OF-WAY MMNUM.1 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. THS APPLCATON S TO BE CONSTRUCTED AT DEAD END RGHT-OF-WAY WTHOUT ALLEY CONNECTON. R/W TERMNATES DUE TO: EXSTNG DTCH, RALROAD, OR OTHER TYPE OF OBSTRUCTON AND WHERE ADEQUATE SLOPE EXSTS TO GRADE AS SHOWN. 3. SEE STANDARD DETAL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAL-TYPE "A", "B", "c", AND "0" CURB. 5. SEE STANDARD DETAL-RESDENTAL DRVEWAY CONSTRUCTON OR COMMERCAL DRVEWAY CONSTRUCTON. 6. DRANAGE STRUCTURES MAY BE REQURED. ALL DRANAGE STRUCTURES SHALL BE ON THE TANGENT OF THE ROADWAY. 7. GUARD RAL SHALL BE NSTALLED PER FOOT REQUREMENTS. REFLECTORS SHALL BE AS FOLLOWS: 2' X 2' DAMOND SHAPED, ON METAL POST, REFLECTORS SHALL BE RED. REVSONS C T Y BY!l.L SWB 06/02 SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S ROADWAY WTH TYPE B CURB, T-TURN AROUND AT DEAD END RGHT-OF-WAY DETAL : JUNE 2001 YiMawoL3, DRECTOR S20-41

62 -H to REFLECTOR, TYP. SEE NE FOOT TYPE GUARD RAL, SEE NOTE 7 BELOW -H TYPE "A" CURB W/ CURB TRANSTON, 3' " to 6" REVEAL, TYPCAL TYPCAL, F REQURED "... +-============================== ============-r.=- FLOW LNE OF TYPE "A" CURB TO MATCH PVMT. l r%-1' Q-2<7-i" --o o 0:: 0 :::J _.'Y Q-2<;f _.'Y. -7. o... o::w «000:: () Z«:::J 15, MN. ROAD SECTON 15' MN. F 9... () ll.. X 0 0 W 0:: o '-'" c.5 o ai 2.5' TYP. l' MN. : SEE NOTE 6_.. CURB L_ --..., ---1(-\' \ '-./r-- ",- 60' RGHT-OF-WAY MMNUM.1 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. THS APPLCATON S TO BE CONSTRUCTED AT DEAD END RGHT-OF-WAY WTHOUT ALLEY CONNECTON. R/W TERMNATES DUE TO: EXSTNG DTCH, RALROAD, OR OTHER TYPE OF OBSTRUCTON AND WHERE ADEQUATE SLOPE EXSTS TO GRADE AS SHOWN. 3. SEE STANDARD DETAL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "D" CURB. 5. SEE STANDARD DETAL-RESDENTAL DRVEWAY CONSTRUCTON OR COMMERCAL DRVEWAY CONSTRUCTON. 6. DRANAGE STRUCTURES MAY BE REQURED. ALL DRANAGE STRUCTURES SHALL BE ON THE TANGENT OF THE ROADWAY. 7. GUARD RAL SHALL BE NSTALLED PER FOOT REQUREMENTS. REFLECTORS SHALL BE AS FOLLOWS: 2' X 2' DAMOND SHAPED, ON METAL POST, REFLECTORS SHALL BE RED. REVSONS BY SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT S TAN 0 A R D S ROADWAY WTH TYPE D CURB, T-TURN AROUND AT DEAD END RGHT-OF-WAY DETAL t t-_c TY_Of_ST_._P_E_TE_R_S_BU_R_G_-f 13. SCALE: N. T.S. DRECTOR : JUNE 2001 S20-42

63 +i in REFLECTOR, TYP. SEOTE 7 n n n FOOT TYPE GUARD RAL, SEE NOTE 7 ;; n n n i +i in TYPE "A" CURB W/ 6" REVEAL, TYPCAL ---- MN %! ct SWALE 15' CURB TRANSTON, TYPCAL, F REQURED -- MN. 0.24%! <k SWALE PAVEMENT 15' > W -l -l «'-' z F (f) X w TYPE "A" CURB W/ 6" REVEAL, TYPCAL l' 2.5' TYP. l' MN. SEE NOTE 6_.. CURB L_ -" t - \ 'r \ '-.../r ' RGHT-OF-WAY 1223 DROPPED CURB, LMTS AS SHOWN L {TYPE "A" CURB DROPPED CURB HEADER CURB \, ALLEY SURFACE 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. THS APPLCATON S TO BE CONSTRUCTED AT DEAD END RGHT-OF-WAY WTH ALLEY CONNECTON. R/W TERMNATES DUE TO: EXSTNG DTCH, RALROAD, OR OTHER TYPE OF OBSTRUCTON AND WHERE GRADNG CANNOT BE PERFORMED AS PER CTY STANDARD FOR ROADWAY T - TURNAROUND DETALS. 3. SEE STANDARD DETAL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "D" CURB. 5. SEE STANDARD DETAL-PAVED ALLEY APRON. 6. DRANAGE STRUCTURES MAYBE REQURED. ALL DRANAGE STRUCTURES SHALL BE ON THE TANGENT OF THE ROAD WAY. 7. GUARD RAL SHALL BE NSTALLED PER FOOT REQUREMENTS. REFLECTORS SHALL BE AS FOLLOWS: REFLECTORS ARE 2' X 2' DAMOND SHAPED, ON METAL POST WTH COLORS AS FOLLOWS: - F NO EXT AVALABLE, REFLECTORS SHALL BE RED. - F EXT S AVALABLE THE REFLECTORS SHALL BE YELLOW. REVSONS BY SWB 06/02 SWB CT Y ENGNEERNG ll DEPARTMENT S TAN 0 A R D S ROADWAY WTH TYPE A CURB, T - TURN AROUND AT ALLEY CONNECTON DETAL : JUNE 2001 CTY of ST. PETERSBURG J J /} J/ A UMftU,o U. SCALE: N. T.S. DRECTOR U S20-43

64 +l in REFLECTOR, TYP. SEOTE FOOT TYPE GUARD RAL, SEE NOTE 7 o ;; 0 0 i TYPE "A" CURB W/ 6" REVEAL, TYPCAL MN % t SWALE CURB TRANSTON, TYPCAL, F REQURED -- MN. 0.24% HEADER CURB, F REQURED t SWALE 15' PAVEMENT 15' >- w -l -l «<:J z F= (f) X w TYPE "A" CURB W/ 6" REVEAL, TYPCAL - a.. i") SEE NOTE 6_ CURB L_ u...iow---- 6" CURB REVEAL.. WARP THS AREA TO CAUSE POSTVE DRAN AS REQURED 3" CURB REVEAL u START FULL CURB CURB SECTON -" - - -( - \ \,--./r-- 11 /'57 /' 's- 11-<1. /('>-<1. <::>1- '( 2.5' TYP. " l' MN. CURB TRANSTON, TYPCAL 6" RAD, TYPCAL 60' RGHT-OF-WAY.. o CONCRETE, 6" THCK, LMTS AS SHOWN l221 DROPPED CURB, LMTS AS SHOWN it{ T_Y_PE_"A_'_' _CU_R_B_L DROPPED CURB.1 HEADER CURB \' ALLEY SURFACE 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. THS APPLCATON S TO BE CONSTRUCTED AT DEAD END RGHT-OF-WAY WTH ALLEY CONNECTON. R/W TERMNATES DUE TO: EXSTNG DTCH, RALROAD, OR OTHER TYPE OF OBSTRUCTON AND WHERE GRADNG CANNOT BE PERFORMED AS PER CTY STANDARD FOR T - TURN AROUND DETALS. 3. SEE STANDARD DETAL-STANDARD DU TY ROADWAY. 4. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "0" CURB. 5. SEE STANDARD DETAL-PAVED ALLEY APRON. 6. DRANAGE STRUCTURES MAY BE REQURED. ALL DRANAGE STRUCTURES SHALL BE ON THE TANGENT OF THE ROAD WAY. 7. GUARD RAL SHALL BE NSTALLED PER FOOT REQUREMENTS. REFLECTORS SHALL BE AS FOLLOWS: REFLECTORS ARE 2' X 2' DAMOND SHAPED, ON METAL POST WTH COLORS AS FOLLOWS: - F NO EXT AVALABLE, REFLECTORS SHALL BE RED. - F EXT S AVALABLE THE REFLECTORS SHALL BE YELLOW. REVSONS BY SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT S TAN DAR D S ROADWAY WTH TYPE B CURB, T-TURN AROUND AT ALLEY CONNECTON DETAL : JUNE 2001 CTY of ST. PETERSBURG l J P1, p. SCALE: N. T.S. DRECTOR U S20-44

65 ---r--r REFLECTOR, TYP. SEE. NOTE 7 _ ;; FOOT TYPE GUARD RAL, _ '--- SEE NOTE 7 ' O======O=======O=========O======'===O=========O, TYPE "A" CURB W/ CURB TRANSTON, _ 3'.. / 6" REVEAL, TYPCAL TYPCAL, F REQURED "" <t SWALE - :O:j j MN. 0.24% MN % >- W, HEA-- F REQRED <t -SW-A-LE-.;7-' V.--: 15' 2' PAVEMENT 2' 15'...J...J <: <..') <> z F (f).l...f-,» -::U----t-----j 3 /L l' /,--.# ' TYP. TYPE "A" CURB W/ -- 6" CURB REVEAL --t '---'::.;.1-7-' -M-'-N'-'-.-'- 6" REVEAL, TYPCAL ( /,, WARP THS AREA TO ->-"-.$- <i. ','- CAUSE POSTVE DRAN -' " 1>-9. N U AS REQURED /0.-<1 <:? - r:7 -- a.. ") CURB TRANSTON, TYPCAL SEE NOTE 6.. L CURB '" ( - \ \ '-.../r ' RGHT-OF-WAY.1 D CONCRETE, 6" THCK, LMTS AS SHOWN 1223 DROPPED CURB, LMTS AS SHOWN X w (TY?E "A" CURB LORG??ED CURB HEADER CURB \, ALLEY SURFACE 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. THS APPLCATON S TO BE CONSTRUCTED AT DEAD END RGHT-OF-WAY WTH ALLEY CONNECTON. R/W TERMNATES DUE TO: EXSTNG DTCH, RALROAD, OR OTHER TYPE OF OBSTRUCTON AND WHERE GRADNG CANNOT BE PERFORMED AS PER CTY STANDARD ROR ROADWAY T - TURNAROUND DETALS. 3. SEE STANDARD DETAL-STANDARD DUTY ROADWAY. 4. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "D" CURB. 5. SEE STANDARD DETAL-PAVED ALLEY APRON. 6. DRANAGE STRUCTURES MAY BE REQURED. ALL DRANAGE STRUCTURES SHALL BE ON THE TANGENT OF THE ROAD WAY. 7. GUARD RAL SHALL BE NSTALLED PER FOOT REQUREMENTS. REFLECTORS SHALL BE AS FOLLOWS: REFLECTORS ARE 2' X 2' DAMOND SHAPED, ON METAL POST WTH COLORS AS FOLLOWS: - F NO EXT AVALABLE, REFLECTORS SHALL BE RED. - F EXT S AVALABLE THE REFLECTORS SHALL BE YELLOW. REVSONS BY SWB 06/02 SWB C T Y lll ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG S TAN DAR D S ROADWAY WTH TYPE D CURB, T-TURN AROUND AT ALLEY CONNECTON DETAL : JUNE 2001 t SCALE: N. T.S. DRECTOR U S20-45

66 , / / _...:..,...-- TYPCAL DRVEWAY AND APRON 20' PAVEMENT SEE NOTE 6 TYPE "B" CURB. L_ \ \...1(-\\- -, ----"""\.../r ' RGHT-OF-WAY.1 'l-r (MNMUM) _.J 1. FOR USE N NEW SUBDVSONS AND/OR WHERE RGHT-OF-WAY WLL BE DEDCATED FOR THE PROPOSED CUL-DE-SAC AS SHOWN. 2. SEE STANDARD DETAL-STANDARD DUTY ROADWAY. 3. SEE STANDARD DETAL-TYPE "A", "B", "C", AND "D" CURB. 4. SEE STANDARD DETAL- RESDENTAL DRVEWAY CONSTRUCTON OR COMMERCAL DRVEWAY CONSTRUCTON. 5. DRVEWAY APRONS SHALL BE RADAL TO CUL-DE-SAC RADUS PONT. 6. DRANAGE STRUCTURES MAYBE REQURED. REVSONS CT Y S TAN DAR 0 S BY CUL-DE-SAC DETAL SWB 06/02 SWB ENGNEERNG DEPARTMENT DA TE: JUNE 2001 S20-46 r r---c-t-y-o-f-s-t-.-p-e--r-s-b-ur-g-- L3. SCALE: N. T.S. DRECTOR

67 RGHT-OF-WAY LNE, TYPCAL 20' MNMUM REFLECTOR, TYPCAL. SEE NOTE 7 20' MNMUM N -MN. 0.24% 20' LNE OF ALLEY'S NVERTED SECTON, TYPCAL --y CENTER - MN-:-0.24% - 12' 20' PAVEMENT 2' PROJECTED RGHT-OF-WAY LlNE(S) RGHT-OF-WAY LNE, TYPCAL.. 16' EXSTNG R/W.. SEE NOTE 4 OR 5 1. FOR USE AS APPROVED BY THE ENGNEERNG DRECTOR. 2. T - TURNAROUND S TO BE CONSTRUCTED AT DEAD END ALLEYS. 3. SEE STANDARD DETAL-ALLEY PAVNG 4. FOR NEW COMMERCAL, NDUSTRAL, AND PUBLC SERVCE AREAS THE R/W WDTH SHALL BE 24' MN. 5. FOR NEW RESDENTAL AREAS WTH PERMTTED ALLEYS, THE R/W WDTH SHALL BE 20' MN. 6. DRANAGE STRUCTURES MAYBE REQURED. 7. REFLECTORS ARE 2' X 2' DAMOND SHAPED, ON METAL POST. REFLECTORS SHALL BE RED. REVSONS BY SWB 06/02 SWB CT Y ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S ALLEY TH T-TURN AROUND AT DEAD END RGHT-OF-WAY DETAL : JUNE 2001 t3.llk-. DRECTOR S20-48

68 DRAWNG NUMBER S20-2 S20-3 S20-4 S20-5 S20-6 S20-7 S20-8 S20-9 S20-10 S20-11 S20-12 S20-13 S20-20 S20-21 S20-22 S20-23 S20-24 S20-28 S20-29 S20-30 S20-40 S20-41 S20-42 S20-43 S20-44 S20-45 REVSONS BY SWB 06/04 SWB SWB 09/06 SWB 09/07 DRAWNG TTLE POP-OUT CURB RECESSED CURB AND PAVEMENT FOR ON STREET PARKNG HEAVY DUTY ROADWAY STANDARD DUTY ROADWAY BRCK SURFACE ROADWAY ALLEY PAVNG ALLEY APRON COLD MLLNG PAVEMENT TRANSTON TYPE "A", "B", "e", AND "D" CURB CURB TRANSTONS VALLEY GU TTER TYPE "A" CURB REPLACEMENT RESDENTAL DRVEWAY CONSTRUCTON COMMERCAL DRVEWAY CONSTRUCTON SDEWALK AND DRVEWAY CONSTRUCTON TYPE,, AND SDEWALK CURB RAMP DETECTABLE WARNNG SURFACES HEXBLOCK SDEWALK REPLACEMENT HEXBLOCK COLOR PATTERNS ROADWAY UNDERDRAN AND CLEAN-OUT ROADWAY WTH TYPE A CURB, T - TURN AROUND A T DEAD END RGHT -OF- WA Y ROADWAY WTH TYPE B CURB, T - TURN AROUND AT DEAD END OF RGHT-OF-WAY ROADWAY WTH TYPE D CURB, T - TURN AROUND AT DEAD END OF RGHT-OF-WAY ROADWAY WTH TYPE A CURB, T - TURN AROUND A T ALLEY CONNECTON ROADWAY WTH TYPE B CURB, T - TURN AROUND A T ALLEY CONNECTON ROADWAY WTH TYPE D CURB, T - TURN AROUND A T ALLEY CONNECTON C T Y (lc ;W ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S ROADWAY DETALS NDEX REVSON 09/06 09/07 09/07 09/07 : JUNE 2002 N/A DRECTOR S20-NDEX

69 DRAWNG NUMBER S20-46 S20-48 CUL-DE-SAC DRAWNG TTLE ALLEY WTH T - TURN AROUND AT DEAD END REVSON REVSONS BY SWB 06/03 SWB C T Y flc g> ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN 0 A R 0 S ROADWAY DETALS NDEX N/A DRECTOR DA TE: JUNE 2002 S20-NDEX

70 DRAWNG NUMBER S30-1 S30-4 S30-10 S30-11 S30-17 S30-18 S30-21 S30-23 S30-24 S30-26 S30-27 S30-30 S30-31 S30-34 S30-40 S30-41 S30-50 S30-51 S30-52 S30-60 S30-62 S30-64 DRAWNG TTLE SANTARY STRUCTURE NOTES "PG" LAUNCHER ACCESS SANTARY PRECAST MANHOLE TYPE SANTARY PRECAST DROP MANHOLE TYPE SANTARY BRCK MANHOLE TYPE SANTARY BRCK MANHOLE TYPE PRECAST MANHOLE RSER PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG TYPE TYPE TYPE AND MANHOLE TOP SLAB MANHOLE RSER NTERME SLAB MANHOLE BASE AND WALL SANTARY SEWER CLEAN OUT FOR TRAFFC AREAS SANTARY SEWER CLEAN OUT FOR NON TRAFFC AREAS HOUSE SERVCE CONNECTONS SEWAGE AR/VACUUM VALVE AND MANHOLE SEWAGE AR/VACUUM VALVE AND UTLTY VAULT SANTARY FBERGLASS MANHOLE SANTARY FBERGLASS DROP MANHOLE FBERGLASS MANHOLE SCHEDULES DSSMLAR PPE COUPLNG HOPE LNER REPAR CONNECTON LNED SANTARY SEWER PPE CONNECTON REVSON 09/08 09/08 01/10 01/10 01/10 REVSONS BY SWB 09/06 SWB 04/08 SWB 09/08 SWB 01/10 C T Y 7lC, ] ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG S TAN DAR D S SCALE: N.T.S. DRECTOR SANTARY SEWER DETALS NDEX : JUNE 2002 N/A S30-NDEX

71 NOTES FOR SANTARY STRUCTURES 1. ALL MANHOLES SHALL BE BRCK, PRECAST CONCRETE OR FBERGLASS RENFORCED POLYESTER (FRP), UNLESS OTHERWSE SHOWN OR APPROVED BY THE ENGNEER. 2. ALL PPE STUBS FROM PRECAST MANHOLES, FOR FUTURE CONNECTONS, SHALL BE NSTALLED WTH REMOVABLE WATERTGHT PLUGS, PLACED FROM WTHN THE MANHOLE. 3. ALL TYPE CONE SECTONS SHALL BE CONCENTRC WTH RNG CASTNG CENTERED N STRUCTURE, UNLESS OTHERWSE SHOWN OR DRECTED BY THE ENGNEER. 4. THE CONE SECTON OF TYPE PRECAST MANHOLE SHALL BE PRECAST. 5. NO PPE SHALL BE N THE MANHOLE CONE SECTON. 6. ALL MANHOLES WTH SLAB TOP SHALL BE TYPE, SEE STANDARD DETAL-TYPE MANHOLE TOP SLAB. 7. A DROP MANHOLE SHALL BE REQURED WHEN THE NVERT OF ANY NCOMNG PPE S 24" OR MORE ABOVE THE NVERT OF THE MANHOLE. ALL DROP PPE SHALL BE ON THE OUTSDE OF THE MANHOLE. 8. PROR TO PRECASTNG STRUCTURES THE PRECASTER SHALL SUBMT STE SPECFC NDVDUAL SHOP DRAWNGS FOR APPROVAL. SHOP DRAWNGS SUBMTTED FOR NONSTANDARD STRUCTURES OR STRUCTURES THAT DEVATE FROM THE STANDARD DETALS MUST BE DESGNED AND CERTFED BY A REGSTERED FLORDA PROFESSONAL ENGNEER. 9. PRECAST MANHOLES SHALL CONSST OF A MNMUM NUMBER OF SECTONS, AS APPROVED BY THE ENGNEER. 10. ALL PRECAST STRUCTURES SHALL HAVE AN NTEGRAL FLOOR AND BASE RSER SECTON, SEE STANDARD DETAL- TYPE AND MANHOLE BASE AND WALL. 11. SEE STANDARD DETAL-PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG. 12. ALL EXPOSED EDGES TO HAVE A 3/4" CHAMFER. 13. FOR THE APPLCABLE RNG AND COVER, SEE STANDARD DETAL-MANHOLE RNG AND COVER CASTNG. 14. PRECAST BASE SECTON SHALL BE NSTALLED ON A CONCRETE MAT WTHN 2 HOURS OF PLACEMENT OF THE MAT. 15. ALL BRCK SHALL BE CLAY BRCK AND SHALL HAVE A MNMUM 3/4" CEMENT PLASTER ON ALL SURFACES. 16. BENCH SHALL 1: 12 MNMUM. 17. PROR TO MANUFACTURNG OF FRP MANHOLE, MANUFACTURER SHALL SUBMT SGNED AND SEALED SHOP DRAWNGS FOR THE DESGN OF NVERT AND BENCH AREA, PPE CONNECTONS, FABRCATON DETALS AND NSTALLATON METHODS FOR APPROVAL. 18. ADDTONAL RENFORCEMENT S REQURED N ALL TYPE MANHOLE WALLS WTH OPENNGS FOR PPES. THE VERTCAL AND HORZONTAL WALL RENFORCEMENT DSPLACED DUE TO OPENNGS SHALL BE REPLACED WTH ADDTONAL RENFORCEMENT BARS ABOVE, BELOW, AND ON BOTH SDES OF OPENNGS, EQUAL N AREA TO THOSE DSPLACED. REPLACEMENT RENFORCEMENT SHALL BE PLACED WTH 3" CLEARANCE TO THE EDGES OF OPENNGS. 19. FRP MANHOLE NVERT AND BENCH SHALL BE CONCRETE. 20. FRP STFFENNG RBS ARE REQURED AT 10' DEPTH OR MORE. REVSONS BY SWB 06/01 C T Bll lc, SWB 06/02 ENGNEERNG 1- SWB -f_...:..._-+ 06/04 SWB Y DEPARTMENT C_T_Y_Of_ST_._P_E_TE_R_S_B_U_RG_ S TAN DAR D S SANTARY STRUCTURE NOTES 13.1Jk-..- SCALE: N.T.S. DRECTOR : MARCH 1993 S30-1

72 BLND FLANGE, DOME TYPE FLG x FLG EXTENSON, /')" A,.?-- -, '1; FLG x PE "RSER", 16" MN. LENGTH 5' MN. LENGTH, FOR // "',. 10" THRU 24" SEWERS (/.""ji ", "'. VALVE BOX 3" CLEAR, MN..'"" "',"'il' cr:r::r:r::qr-f0nshed GRADE "COLLAR BEAM" FOR :0<'{«:fl ""'" 10" THRU 24" SEWERS, 1 SEE NOTE 7 BELOW 1 1 "COLLAR BEAM" FOR ----'1---+_-1 4" THRU 8" SEWERS (0 N FLG x PE "RSER", ".1 MJ x MJ BEND SEE NOTE 6, BELOW COLLAR BEAM DETAL CONFGURE TO FT MANUFACTURES REQUREMENTS 12" OC, / / / / / / EACHWAY < < " " " H H H H TYPCAL PROFLE VEW MJ WYE BRANCH A,..-- "COLLAR BEAM" FOR 10" THRU 24" / " / SEWERS, SEE NOTE 7, BELOW / A '( // // /' "COLLAR BEAM" FOR 4" THRU 8" SEWERS H SEE NOTE 4, BELOW STUB PPE F.M. MN. SZE LENGTH 4" 13" 6" 13" 8" 14" 10" 14" 12" 14" 16" 18" 24" 24" CHART MAX. LENGTH 16" 16" 20" 20" 20" 24" 30" "STUB PPE" L----..J..- SEE CHART FORCE MAN ---j 1. ALL PPE THAT S PART OF THS ASSEMBLY SHALL BE DUCTLE RON. FTTNG'S SHALL BE STANDARD TYPE LSTED N ANS/AWWA C PG LAUNCHER SHALL BE SAME SZE OF THE FORCE MAN BENG FLUSHED OR CLEANED. 3. H=HARNESSED JONT. (MECHANCAL JONT W/ 0.1. RETANER GLAND) 4. VALVE AND VALVE BOX REQURED F NONE EXSTS BETWEEN PG LAUNCHER AND PRESSURE SOURCE. 5. HEAVY DUTY, DOUBLE DOOR ACCESS SHALL BE U.S.F. FABRCATON, NC., MODEL: "AHD 48 x 72", OR EQUAL. ASSEMBLY MAY BE GALVANZED OR ALUMNUM W/ H20 TRAFFC LOADNG, W/ RECESSED STAPLE FOR PAD LOCK. 6. FOR 10" THRU 24" SEWERS THS PECE SHALL BE A 45 BEND. 7. ROTATE THE COLLAR BEAM 90 FROM THAT FOR 4" THRU 8" SEWERS. SEE ADDTONAL CONDTONS AS SHOWN N THE TYPCAL PROFLE VEW, ABOVE. REVSONS BY SWB 09/00 SWB 06/01 SWB 06/02 SWB CT Y fifiil ro::,, ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG S TAN 0 A R 0 S "PG" LAUNCHER ACCESS DETAL : SEPT SCALE: N.T.S. DRECTOR S30-4

73 BRCK COURSES WTH 3/4" PLASTER COATNG FNSHED GRADE MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG, X CX)«::::!' WALL RENFORCEMENT SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL CROWN OF LATERAL SEWER TO MATCH OR BE ABOVE CROWN OF TRUNK SEWER DAMETER NSDE --l --l «FLEXBLE WA TERTGH T CONNECTOR SEE NOTE 2 BELOW LA TERAL SEWER PPE ----l>-+-l---- BENCH SLOPE lo BASE SLAB- SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL !...-- COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED TYPCAL SECTON VEW WT-WALL THCKNESSj: SEE STANDARD DETAL- '-' TYPE AND MANHOLE BASE AND WALL 11, FLEXBLE WATERTGHT CONNECTOR SEE NOTE 2 BELOW R=24" MN. S C H E D U L E PPE DA. ACCESS SZES NSDE DA. 8" TO 18" 4' 24" 21" TO 30" 5' 32" PLAN VEW 1. SEE GENERAL NOTES, STANDARD DETAL-SANTARY MANHOLE NOTES. 2. FLEXBLE WATERTGHT CONNECTORS SHALL BE "KWK SEAL" OR "PSX: POSTVE SEAL GASKET SYSTEM" AS MANUFACTURED BY THE PRESS SEAL GASKET CORPORATON, OR APPROVED EQUAL, OR "KOR-N-SEAL" CONNECTORS FOR PPE SZES UPTO 15" AND "KOR-N-SEAL" CONNECTORS FOR PPE SZES 18" TO 30", AS MANUFACTURED BY THE NPC NC., OR APPROVED EQUAL. REVSONS BY SWB 06/01 SWB 06/02 SWB 06/04 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S SANTARY PRECAST MANHOLE TYPE DETAL : MARCH 1993 DRECTOR S30-10

74 . Z N BRCK COURSES WTH FNSHED GRADE MANHOLE ACCESS-SEE STANDARD DETAL- / MANHOLE RNG AND COVER CASTNG L ro a..--e2----_+ 3/4" PLASTER COATNG 2'.. ACD!S 1\. 6" MN. :) :' '{22' MAX. '" BRCK DAM TO 1 /2 DEPTH OF PPE DAMETER --"'--' " WT -WALL THCKNESS- LATERAL SEWER PPE. f- [5 SEE STANDARD DETAL- TYPE AND MANHOLE DROP PPE SAME BASE AND WALL DAMETER AS ::::=:' DAMETER --l LATERAL SEWER NSDE <i. :3: CROWN OF DROP PPE TO klrl-----n MATCH OR BE ABOVE, CROWN OF TRUNK SEWER N. BENCH 90' BEND ",SLOPE CONCRETE DROP '-...:.-,-. ENCASEMENT r-- c,\c..-l-l-+-t+-:::+ "o/;j} ) j 1- - WALL RENFORCEMENT- SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL BASE SLAB- - SEE STANDARD DETAL- -_.. t---l--compacted SUBGRADE, OR TYPE AND MANHOLE ============= 4" CONCRETE MAT, OR BASE AND WALL 6" COARSE AGGREGATE, AS ORDERED TYPCAL SECTON VEW 3" MN. / - - FLEXBLE WATERTGHT CONNECTOR.----H...J/ } V ]la j.' Ul0" ". r-. R=24" MN PLAN VEW " SEE NOTE 2 BELOW SCHEDULE PPE DA. ACCESS SZES NSDE DA. 8" TO 18" 4' 24" 21" TO 30" 5' 32" 1. SEE GENERAL NOTES, STANDARD DETAL-SANTARY MANHOLE NOTES. 2. FLEXBLE WATERTGHT CONNECTORS SHALL BE "KWK SEAL" OR "PSX: POSTVE SEAL GASKET SYSTEM" AS MANUFACTURED BY THE PRESS SEAL GASKET CORPORATON, OR APPROVED EQUAL, OR "KOR-N-SEAL" CONNECTORS FOR PPE SZES UPTO 15" AND "KOR-N-SEAL" CONNECTORS FOR PPE SZES 18" TO 30", AS MANUFACTURED BY THE NPC NC., OR APPROVED EQUAL. REVSONS C T Y BY le S T A N D A R D S SANTARY PRECAST DROP MANHOLE TYPE DETAL SWB 06/01 SWB 06/02 : MARCH 1993 ENGNEERNG DEPARTMENT SWB 06/04 CTY of ST. PETERSBURG i3!jk-- SWB SCALE: N.T.S. DRECTOR S30-11

75 r MANHOLE ACCESS- SEE STANDARD DETAL- FNSHED GRADE \ MANHOLE RNG AND COVER CASTNG ----rt--r_ M_----- BRCK COURSES WTH 3/4" PLASTER COATNG :r: 3/4" PLASTER COATNG-- 8"-WT W/MAXMUM COVER 12"-WT W/O MAXMUM COVER 6" TO BACK OF BELL, TYP.... "'----(1 LATERAL SEWER PPE BASE RENFORCEMENT SEE SCHEDULE BELOW BT-BASE THCKNESS SEE SCHEDULE BELOW SEE NOTE 4 COVER DAMETER-NSDE TYPCAL SECTON VEW COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED ANT-FLOTATON L1P SEE SCHEDULE BELOW WT - WALL THCKNESS, SEE ABOVE NOTATON 1. FOR GENERAL NOTES SEE, STANDARD DETAL-SANTARY MANHOLE NOTES. 2. NO NLET PPE SHALL BE NSTALLED N THE CONE SECTON. 3. BRCK SHALL BE SOLD CLAY. 4. GROUTNG RNG CONNECTORS SHALL BE "ws SERES" WATER STOP GROUTNG RNG AS MANUFACTURED BY THE PRESS-SEAL GASKET CORPORATON, OR APPROVED EQUAL. REVSONS BY SWB 06/98 SWB 06/02 SWB 06/04 SWB CT Y LeL ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S SANTARY BRCK MANHOLE TYPE DETAL 8. DRECTOR : MARCH 1993 S30-17

76 MANHOLE ACCESS- SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG = x OCJ«:::i: ---l====la: TOP SLAB- SEE STANDARD DETAL TYPE MANHOLE TOP SLAB :r: 3/4" PLASTER COATNG-----i-+:... FNSHED GRADE.. ==:::::::-- BRCK COURSES WTH 3/4" PLASTER COATNG 8"-WT W/MAXMUM COVER 12"-WT W/O MAXMUM COVER 6" TO BACK OF BELL, TYP., 'Tl-=-> LA TERAL SEWER PPE BASE RENFORCEMENT SEE SCHEDULE BELOW SEE NOTE 4 BT -BASE THCKNESS SEE SCHEDULE BELOW DAMETER-NSDE TYPCAL SECTON VEW COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED ANT-FLOTATON LlP SEE SCHEDULE BELOW WT - WALL THCKNESS, SEE ABOVE NOTATON MN PLAN VEW PPE DA. ACCESS SZES NSDE DA. 8" TO 18" 4' 24" 21" TO 30" 5' 32" S C H E D U BASE DA. W/ 8" WALL 6'-4" 7'-4" BASE DA. W/ 12" WALL 1. FOR GENERAL NOTES SEE, STANDARD DETAL-SANTARY MANHOLE NOTES. 2. NO NLET PPE SHALL BE NSTALLED N THE CONE SECTON. 3. BRCK SHALL BE SOLD CLAY. 4. GROUTNG RNG CONNECTORS SHALL BE "WS SERES" WATER STOP GROUTNG RNG AS MANUFACTURED BY THE PRESS-SEAL GASKET CORPORATON, OR APPROVED EQUAL. REVSONS C T Y BY fll:. SWB 06/98 7'-0" 8'-0" L E H MAX. S T A N D A R D S 6' 8' BT MN. ANT- FLOAT. LP BASE RENFORCEMEN T 8" 6" 12" EW 8" 6" 9" EW SANTARY BRCK MANHOLE TYPE " DETAL DEPARTMENT : MARCH 1993 SWB 06/02 ENGNEERNG SWB 06/04 CTY of ST. PETERSBURG B.1 SWB SCALE: N.T.S. DRECTOR S30-18

77 MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG BRCK COURSE WTH 3/4" \ PLASTER COATNG \ /FNSHED GRADE ---. =-t- --t-=.--,= r- r-. TOP SLAB- SEE STANDARD DETAL TYPE MANHOLE TOP SLAB WALL RENFORCEMENT-... V SEE STANDARD DETAL- TYPE AND MANHOLE BASE AND WALL /. / \ WT - WALL THCKNESS SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL TYPE MANHOLE RSER NTERME SLAB NOTE: 1. GENERAL NOTES, SEE STANDARD DETAL-SANTARY STRUCTURE NOTES. REVSONS BY C T Y fll. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S PRECAST MANHOLE RSER DETAL DA TE: MARCH 2006 (j. S30-21 DRECTOR

78 PROR TO ASSEMBLY SEE NOTE 3 AFTER ASSEMBLY PROR TO ASSEMBLY AFTER ASSEMBLY ::::::: ENOTE2 TYPE TOP SLAB SEE NOTE 2 TYPE MANHOLE SEE NOTE 2 =="::Y--:::::- SEE NOTE 3 ---Ar--1 SEE NOTE 4 ---F*.=...,q MANHOLE NTERME SLAB (USE WHEN M.H. EXCEEDS 10' N DEPTH) SEE SEE NOTE 2 =="::Y--::::::- SEE NOTE 3 ---At-- SEE NOTE P"""""...j MANHOLE NTERME SLAB (USE WHEN M.H. EXCEEDS 10' N DEPTH)!ELE2 il SEE NOTE 3 SEE NOTE TYPE MANHOLE BASE PPE KNOCK-OUT, TYPCAL TYPE MANHOLE wj BASE AND TOP SLAB TYPCAL PRECAST JONT ASSEMBLES 1. JONTS SHALL CONFORM TO ASTM C A LAYER OF PREFORMED JONT SEALNG COMPOUND SUCH AS "RAM-NEK" SHALL BE NSTALLED AT ALL PRECAST STRUCTURE JONTS AND STRUCTURE TOPS FOR TOP SLAB PROR TO ASSEMBLY. 3. ONE COAT OF PROTECTVE SEALER SHALL BE APPLED TO THE EXTEROR OF ALL PRECAST, CAST -N-PLACE, AND BRCK STRUCTURES. THE EXTEROR COATNG SHALL COVER FROM THE BOTTOM OF THE BASE UPTO AND NCLUDNG THE BRCK GRADE RNGS FOR THE COVER CASTNG, THE BOTTOM SLAB MAY ALSO BE EXCLUDED AT THE CON TRACTORS OpnON. THE CONTRACTOR SHALL TOUCH UP THOSE PLACES DSTURBED DURNG ASSEMBLY AND THOSE CAST -N-PLACE STRUCTURES PROR TO ACCEPTANCE AND BACK FLLNG. THE SEALER SHALL BE COAL TAR EPOXY SUCH AS "CARBOLNE" 300-M OR APPROVED EQUAL, WTH A DRY FLM THCKNESS OF 9 mils. 4. ONE COAT OF 100% PURE-FUSED CALCUM ALUMNATE CEMENTTOUS LNNG SHALL BE APPLED TO THE NTEROR SURFACES OF ALL STRUCTURES, WTH A FNAL DRY THCKNESS OF 1/2" MNMUM. F LNER S APPLED PROR TO ASSEMBLY, THE LNER SHALL COVER THE KEY WAYS, FROM THE EXTEROR TO THE NTEROR OF THE STRUCTURE, NADDTON TO THOSE LMTS DESCRBED ABOVE. 5. RESTORATON OF THE PROTECTVE SEALER AND LNER DUE TO CONNECTONS TO EXSnNG STRUCTURES, MADE BY APPROVED METHODS, SHALL MATCH THE EXSTNG MATERALS THAT ARE DSTURBED AND OR DAMAGED, AT NO ADDTONAL COST TO THE CTY. 6. FLEXBLE WATERTGHT CONNECTORS SHALL BE "KWK SEAL" OR "PSX: POSTVE SEAL GASKET SYSTEM" AS MANUFACTURED BY THE PRESS SEAL GASKET CORPORATON, OR APPROVED EQUAL, OR "KOR-N-SEAL" CONNECTORS FOR PPE SZES UPTO 15" AND "KOR-N-SEAL" CONNECTORS FOR PPE SZES 18" TO 30", AS MANUFACTURED BY THE NPC NC., OR APPROVED EQUAL. 7. FOR ADDTONAL NOTES, SEE STANDARD DETAL-SANTARY STRUCTURE NOTES. REVSONS BY CT Y ttl ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG DETAL : MARCH 2006 f3. DRECTOR S30-23

79 ADDTONAL RENF., SEE SCHEDULE BELOW MAN RENFORCNG BARS- SEE SCHEDULE BELOW V PLAN VEW ADDTONAL RElN TOP SLAB THCKNESS- i = """T"" i# SEE SCHEDULE BELOW ] MAN RENFORCNG BARS 3/4" CHAMFER, TYPCAL 1-1/2" TYPCALt.. DAMETER.1 WT 1.. 2" COVER TYPCAL SECTON VEW S C H E D U L E w WT TOP 0... ACCESS MAN ADDTONAL >- DAMETER WALL SLAB t- DAMETER RENFORCEMENT RENFORCEMENT THCKNESS THCKNESS 4' 6" 8" 24" 12" EW 3" OC t- (f) 5' 8" 8" 32" 12" EW 3" OC «u 6' 8" 8" 32" 12" EW 3" OC W 0:::: ' 8" 8" 32" 10" EW 3" OC ::,c u CD 8' 8" 8" 32" 10" EW 3" OC 4' 8" 8" 24" 12" EW 3" OC 5' 8" 8" 32" 12" EW 3" OC 6' (3) 8" 8" 32" 12" EW 3" OC 6' (3) 12" 8" 32" 10" EW 3" OC 1. FOR GENERAL NOTES, SEE STANDARD DETAL-SANTARY STRUCTURE NOTES. 2. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 3. SEE BRCK MANHOLE DETAL FOR OTHER CONDTONS. REVSONS BY C T Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN DAR D S TYPE MANHOLE TOP SLAB DETAL DRECTOR : MARCH 2006 S30-24

80 ADDTONAL RENF., SEE SCHEDULE BELOW MAN RENFORCNG BARS SEE SCHEDULE BELOW PLAN VEW ADDTONAL RENF'MA1NRENFORCNG BRS 3/4" CHAMFER, TYPCAL NTERMEDA TE SLAB THCKNESS- -1 = J SEE SCHEDULE BELOW 1-1/2" TYPCALt.. DAMETER.. WT.. 2" COVER L 6x6-W2.9xW2.9 TYPCAL SECTON VEW KEY WAY DETAL S C H E D U L E DAMETER WT NTERMEDA TE MAN ADDTONAL WALL SLAB RENFORCEMENT RENFORCEMENT THCKNESS THCKNESS 6' 8" 8" 12" EW 3" OC 7' 8" 8" 10" EW 3" OC 8' 8" 8" 10" EW 3" OC 1. FOR USE WTH MANHOLES DEEPER THAN 10', FROM RM TO NVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAL-SANTARY STRUCTURE NOTES. 3. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 4. NOT ALLOWED WTH BRCK MANHOLES. CT Y S TAN DAR D S REVSONS TYPE MANHOLE BY NTERME SLAB ENGNEERNG DEPARTMENT : RSER DETAL MARCH 2006 r- -t-- t--_c_t_y_o_f _S_T._P_E_TE_R_S_BU_R_G_-f 13. SCALE: N. T.S. DRECTOR S30-26

81 r & SLAB WT-WALL THCKNESS- - SEE SCHEDULE BELOW - WALL RENFORCEMENT SEE SCHEDULE BELOW.!--/ AND NOTE 2, BELOW \ J _vp PLAN VEW J RENFORCEMENT- SEE SCHEDULE BELOW DAMETER WALL RENFORCEMENT - NSDE SEE SCHEDULE BELOW AND NOTE 2, BELOW "- (f) w a:: SEE NOTE 4 «> BASE SLAB RENFORCEMENT - BELOW SEE SCHEDULE BELOW t 2" COVERt "'10 P\.. BASE DAMETER TYPCAL SECTON BASE SLAB THCKNESS- SEE SCHEDULE BELOW.i- DAMETER NSDE BASE DAMETER S C H E D U L E WT BASE BASE WALL WALL SLAB SLAB RENFORCMENT THCKNESS THCKNESS RENFORCEMENT 4' 5'-0" 6" 12" EW 8" 12" EW 5' (3) 6'-4" 8" 12" EW 8" 12" EW 6' 7'-4" 8" 12" EW 8" 12" EW 7' 8'-4" 8" 12" EW 8" 10" EW 8' 9'-4" 8" 12" EW 10" 10" EW 1. FOR GENERAL NOTES, SEE STANDARD DETAL-SANTARY STRUCTURE NOTES. 2. OPTONAL WALL RENFORCEMENT MAY BE WELDED WRE AS PER ASTM C-478 OR ASTM C-76, CLASS, B WALL, WTH WHERE THE RENFORCEMENT CAGE N THE CENTER 1/3 OF THE WALL. 3. MAXMUM SZE ALLOWED FOR TYPE MANHOLE. 6', 7', AND 8' DAMETER SHALL BE TYPE MANHOLE. 4. ADD 2 #4 RENFORCNG BARS AT 3" CENTERS AT THE TOP AND SDES OF ALL WALL OPENNGS. REVSONS C T Y BY lc S T A N 0 A R 0 S TYPE AND MANHOLE BASE AND WALL DETAL ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG 8.j] SCALE: N.T.S. DRECTOR : MARCH 2006 S30-27

82 2'-6" DA. '"-----=---=---= / / #4 REFORCNG BARS-E. W. / ROADWA Y OR DRVEWAY CAST RON FRAME AND COVER EQUAL TO U.S. FOUNDRY #USF 7621 PVC ADAPTER 6"x 45', BEND 6"x 6"x 6" WYE (f) Z <t:...j a.. z o o (f) (f) <t: NVERT OF PPE PLUG END, SLP x SLP CONCRETE ENCASEMENT, 3000 psi MN. TYPCAL SECTON VEW MN. (2) PENETRATNG PCKHOLES - L7://= EAER:TER \i /2".. FRAME AND COVER SECTON SECTON VEW,--- COVER PLAN VEW PVC ADAPTER SLP x THREAD PLUG SECTON VEW PLUG PLAN VEW 1. THS SANTARY CLEAN OUT S TO BE USED N ALL TRAFFC AREAS, NCLUDNG THE PARKWAY FROM CURB TO PROPERTY LNE OR SDEWALK 2. N ASPHALTC PAVEMENT AREAS CONCRETE COLLAR SHALL BE LOWERED 3" FROM GRADE TO ALLOW FOR THE ASPHALT TO BE AROUND COLLAR. COLLAR S 5" THCK N THESE AREAS. 3. PLUG SHALL CONFORM TO THE SPECFCATONS AND SHALL HAVE A GASKET. 4. WYE SHALL CONFORM TO ASTM , & NSF STANDARD #14. REVSONS BY SWB 06/01 SWB 06/02 SWB 06/04 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S SANTARY SEWER CLEAN OUT FOR TRAFFC AREAS DETAL Y/wmw/3. i1 DRECTOR : MARCH 1993 S30-30

83 COUNTERSUNK PVC PLUG 18"x18"x4" CONCRETE COLLAR, 3000psi FNSHED GRADE PVC ADAPTER 6"x 6"x 6" WYE, MN. V1 z «--l Q.. Z o o V1 NVERT OF PPE V1 «PLUG END, SLP x SLP TYPCAL SECTON VEW PVC ADAPTER SLP x THREAD PLUG SECTON VEW PLUG PLAN VEW 1. THS SANTARY CLEAN OUT S TO BE USED N SODDED AREAS ONLY THAT ARE NOT ACCESSBLE TO VEHCULAR TRAFFC. 2. PLUG SHALL CONFORM TO THE SPECFCATONS AND SHALL HAVE A GASKET. 3. WYE SHALL CONFORM TO ASTM D-3034, & NSF STANDARD #14. REVSONS BY SWB 06/01 SWB 06/02 SWB /04 t- SWB CT Y ll S TAN DAR D S SANTARY SEWER CLEAN OUT FOR NON TRAFFC AREAS DETAL -+-_E_N_G_NE_E_R_N_G_D_EP_A_R_TM_E_N_T--- / 3. CTY of ST. PETERSBURG ':1 Q.!;l SCALE: N.T.S. DRECTOR : DEC S30-31

84 SEE NOTE 6" PPE 1/B BEND BEND /;PE PLAN DRVEWAY SEE NOTE 6 PAVEMENT WTNESS POST, FNSHED GRADE SEE NOTE 3 2'-6" MNMUM 4' -0" MAXMUM SEE NOTE 5 2'-6" MNMUM 4' -0" MAXMUM 1 % SLOPE, MNMUM L " PPE: PVC,D, OR C, MATERAL TYPE HOUSE SERVCE NCLUDES: 1-WYE W/6" BRANCH, SEE NOTE 3 1-6" 1 /8 BEND 1-6" PLUG (F REO'D) TYPE HOUSE SERVCE NCLUDES: 1-WYE W/6" BRANCH, SEE NOTE 3 1-6" 1 /8 BEND 1-6" 1/4 BEND 1-6" PLUG (F REO'D) SECTON 1. ENCASE WYE N CONCRETE, F ORDERED. 18" E/W OF LATERAL AND 6" ON ALL SDES. 2. SADDLE WYE MAY BE USED FOR NSTALLNG LATERAL ON AN EXSTNG PPE. SADDLE SHALL BE PVC WTH S.S. STRAPS AND A FLEXBLE GASKET. HOLE SHALL BE DRLLED. 3. ALL SERVCES FOR FUTURE USE N NON-VEHCULAR AREAS SHALL HAVE A WTNESS POST. WTNESS POST SHALL BE 4" DAMETER PVC PPE FLLED WTH CONCRETE: 4' TO 5' OF THE PPE SHALL BE EXPOSED AND WRAPPED WTH GREEN TAPE, OR 1" DAMETER GALVANZED PPE, PROTRUDNG l' ABOVE FNSHED GRADE, AS DRECTED BY THE ENGNEER. 4. ALL DEVELOPMENT AND REDEVELOPMENT SHALL HAVE A SANTARY CLEAN OUT AT THE PROPERTY LNE. 5. SEE STANDARD DETAL-SANTARY SEWER CLEAN OUT FOR NON TRAFFC AREAS. 6. SEE STANDARD DETAL-SANTARY SEWER CLEAN OUT FOR TRAFFC AREAS. 7. ETHER CLEAN OUT TYPE MAY BE USED N TYPE OR TYPE APPLCATONS. REVSONS BY SWB 06/98 SWB 06/01 C T Y ill S TAN DAR D S SWB +- 06/02 r-_e_n_g_n_e_er_n_g t- SWB SCALE: N. T.S. DRECTOR HOUSE SERVCE CONNECTONS DETAL CTY of ST. PETERSBURG D_EP_A_R_T_ME_N_T /1.... g. _ = : MARCH 1993 S30-34

85 NO ADJUSTMENT BRCK ALLOWED, SET RM TO GRADE WTH GROUT FNSHED MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG 12" MN. 18" MN. TOP SLAB-SEE STANDARD DETA:L=--=-!4:=:;T' TYPE MANHOLE TOP SLAB 4' DAMETER PRECAST MANHOLE, --- WALL S 6" THCK, WTH #6 RE NFORCEMENT AT 6" OC/EW SEE ENLARGED VEW BELOW 30" OF #57 STONE, TAMPED N PLACE "'-...{: BASE FOOTNG RNG, 8"x20" WTH ' - 3 #6 8" OC/EW - :r: f- 0 W Z «:r: :::2: w...j W () 0 a::: :r: 0 z u.. «:::2: -.J TYPCAL SECTON VEW S C H E D U L E FORCE MAN DEPTH MANHOLE HEGHT 5' 6'-6" 6' 7'-6" 7' 8'-6" SEE NOTE 5 r COMPACTED SUBGRADE, OR 6" COARSE AGGREGATE, AS ORDERED. PLACEMENT AS SHOWN UNDER BASE FOOTER RNG #57 STONE, TAMPED N r BACKFLUSHNG, ATTACHMENTS o c.o o 2" BRONZE GATE VALVE 2" CORPORATON STOP DOUBLE STRAP SADDLE (STANLESS STEEL) 4' D FORCE MAN MANHOLE PLAN VEW ENLARGED VALVE EW SEE NOTE 1 1. SEWAGE AR/VACUUM VALVE TO BE SERES 401 SAVV, MODEL 401, WTH BACKFLUSHNG ATTACHMENTS AS MANUFACTURED BY THE APCO WLLAMETTE VALVE AND PRMER CORPORATON OR APPROVED EQUAL, NCLUDNG HEGHT OF UNT WTH BACKFLUSHNG ATTACHMENTS. 2. PRECAST MANHOLE SHALL CONFORM TO THE APPLCABLE REQUREMENTS OF DOT-SSRBC ONE COAT OF PROTECTVE SEALER SHALL BE APPLED TO THE EXTEROR OF ALL PRECAST AND CAST -N-PLACE STRUCTURES. THE EXTEROR COATNG SHALL COVER FROM THE BOTTOM OF THE BASE UPTO AND NCLUDNG THE BRCK GRADE RNGS FOR THE COVER CASTNG. THE CONTRACTOR SHALL TOUCH UP THOSE PLACES DSTURBED DURNG ASSEMBLY AND THOSE CAST -N-PLACE STRUCTURES PROR TO ACCEPTANCE AND BACK FLLNG. THE SEALER SHALL BE COAL TAR EPOXY SUCH AS "CARBOLNE" 300-M OR APPROVED EQUAL, WTH A DRY FLM THCKNESS OF 9 mils. 4. ONE COAT OF 100% PURE-FUSED CALCUM ALUMNATE CEMENTTOUS LNNG SHALL BE APPLED TO THE NTEROR SURFACES OF ALL STRUCTURES, WTH A FNAL DRY THCKNESS OF 1/2" MNMUM. 5. F THE AR/VACUUM VALVE DOES NOT FT N THESE STRUCTURES, USE A REMOTE TYPE UNT. SEE STANDARD DETAL-SEWAGE AR/VACUUM VALVE AND UTLTY VAULT. 6. ALL PVC PPE TO HAVE THREADED CONNECTONS AND COLOR CODED GREEN. REVSONS BY SWB 06/98 SWB 06/02 SWB SWB 09/08 SCALE: C T Y c= ll C=_ ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG N. T.S. S TAN DAR D S SEWAGE AR/VACUUM VALVE AND MANHOLE DETAL FOR TRAFFC AREAS i3 DRECTOR : MARCH 1993 S30-40

86 2" SCHEDULE 80 PVC, CONSTRUCT WTH 1/8" PER FOOT MN. UP FROM FORCE MAN \" FNSHED GRADE, SEE NOTE 6 EE TYPCAL PLAN VEW BELOW SDEWALK OR PVMT. 2" CORP. STOP GROUT AROUND PPE SEE ENLARGED VEW BELOW SWNG CONNECTON SLOPE DOUBLE STRAP SADDLE (SS) FORCE MAN MN. 6" OF #57 STONE, COMPACTED TYPCAL SECTON VEW 18" OF # 57 STONE, TAMPED N PLACE L MNMUM CLEARANCES: 12" TO SDEWALK 3' TO DRVEWAY OR ALLEY -DO NOT PLACE N THE FRONT OF A RESDENCE R/W 1'-6", TYP. VAULT CENTERED --r AR/VACUUM VALVE ASSM. :--2" PVC LNE, TYP. TYPCAL VAULT PLAN TYPCAL STE PLAN VEW ENLARGED VALVE EW SEE NOTE 1 1. SEWAGE AR/VACUUM VALVE TO BE SERES 401 SAW, MODEL 401, WTH BACKFLUSHNG ATTACHMENTS AS MANUFACTURED BY THE APCO WLLAMETTE VALVE AND PRMER CORPORATON OR APPROVED EQUAL. 2. UTLTY VAULT TO BE CATALOG NO. UV WTH FRAME WTH SPRNG LOADED COVER AS MANUFACTURED BY OLDCASTLE PRECAST, NC. OR APPROVED EQUAL. COVER TO BE LETTERED "CTY OF ST. PETERSBURG, FLORDA" AND "SANTARY SEWER VALVE". GALVANZED AFTER FABRCATON. 3. ONE COAT OF PROTECTVE SEALER SHALL BE APPLED TO THE EXTEROR OF ALL PRECAST VAULTS. THE EXTEROR COA TNG SHALL COVER FROM THE BOTTOM OF THE BASE UPTO THE TOP EDGE. THE CONTRACTOR SHALL TOUCH UP THOSE PLACES DSTURBED DURNG ASSEMBLY AND THOSE CAST-N-PLACE STRUCTURES PROR TO ACCEPTANCE AND BACK FLLNG. THE SEALER SHALL BE COAL TAR EPOXY SUCH AS "CARBOLNE" 300-M OR APPROVED EQUAL, WTH A DRY FLM THCKNESS OF 9 mils. 4. ONE COAT OF 100% PURE-FUSED CALCUM ALUMNATE CEMENTTOUS LNNG SHALL BE APPLED TO THE NTEROR SURFACES OF ALL STRUCTURES, WTH A FNAL DRY THCKNESS OF 1/2" MNMUM. 5. CONCRETE SUPPORT BLOCK, WTH BULDNG FELT OR EQUAL TO PREVENT BOND BETWEEN FTTNG AND CONCRETE SUPPORT BLOCK. 6. SET TOP FLUSH F T OCCURS N SDEWALK OR 1-1/2" ABOVE FNSHED GRADE F N SODDED AREAS. 7. ALL PVC PPE TO HAVE THREADED CONNECTONS AND COLOR CODED GREEN. REVSONS BY SWB 06/02 SWB SWB 09/06 SWB 09/08 SCALE: CT Y c= -] L ill J C=. L_d g:' J ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG N.T.S. S TAN DAR D S SEWAGE AR/VACUUM VALVE AND UTLTY VAULT DETAL FOR NON TRAFFC AREAS : MARCH 1993 S30-41

87 SEE RNG AND COVER BASE DETAL-SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES OPTON: UPTO 5 PRECAST CONCRETE GRADE RNGS W/ 3/4" PLASTER COATNG, TYPE E RNG ONLY STANDARD: UPTO 5 BRCK COURSES WTH 3/4" PLASTER COATNG, TYPE B RNG OR E RNG FRP OR PVC STUBOUT, CROWN OF LATERAL SEWER TO MATCH OR BE ABOVE CROWN OF TRUNK SEWER PPE CONNECTON-SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES SEWER MAN PPE, SEE STANDARD DETAL-FBER GLASS MANHOLE SCHEDULES BENCH SLOPE LA TERAL SEWER PPE 2-4"x ATTACHED 1-5/8" TO THE [ CHANNEL BOTTOM SUPPORTS AND SDE liii:l WALLS, FOR DEPTHS GREATER THAN 10' COMPACTED SUBGRADE, OR 4"..1 CONCRETE MAT, OR 6" COURSE AGGREGA TE, AS ORDERED BASE WDTH TYPCAL SECTON VEW BASE WDTH TYP. EACH SDE NOTE: A MNMUM OF 8" SHALL BE --+'" REQURED BETWEEN FRP STUBOUTS. USE LARGER MANHOLE F REQURED LA TERAL SEWER PPE CAST -N-PLACE BASE, SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES R=24" MN ' -----l--man SEWER PPE, TYP. 2-1/2" ANT-FLOTATON FLANGE ANCHOR BOLT, FOR SZES AND QUANTTY-SEE STANDARD DETAL BERGLASS MANHOLE SCHEDULES WT -SEE STANDARD DETAL FBERGLASS MANHOLE SCHEDULES PPE CONNECTON, TYPCAL-SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES TYPCAL PLAN VEW 1. SEE GENERAL NOTES, STANDARD DETAL-SANTARY STRUCTURE NOTES AND TECHNCAL SPECFCATONS. 2. MANHOLE SHALL BE CAST N ONE PECE, i.e. BOTTOM, WALL, TOP, NECK, AND ANT-FLOTATON FLANGE. 3. BENCH AND NVERT'S SHALL BE CAST AFTER MANHOLE HAS BEEN SET AND ACCEPTED. C T Y REVSONS BY 7lC SWB ] 06/02 SWB ENGNEERNG DEPARTMENT SWB 01/10 CTY of ST. PETERSBURG S TAN DAR D S SANTARY FBERGLASS MANHOLE DETAL y g, SCALE: N. T.S. DRECTOR DA TE: JUNE 2001 S30-50

88 SEE RNG AND COVER BASE DETAL-SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES OPTON: UPTO 5 PRECAST CONCRETE GRADE RNGS W/ 3/4" PLASTER COA TNG, TYPE E RNG ONLY STANDARD: UPTO 5 BRCK COURSES WTH 3/4" PLASTER COA TNG, TYPE B RNG OR E RNG LA TERAL SEWER PPE ENCASE DROP PPE AND FTTNGS N FBERGLASS LAMNATE, MN. 1/2" THCK, SEE NOTE 2 CROWN OF DROP SEWER TO MATCH OR BE ABOVE CROWN OF TRUNK SEWER DROP PPE SAME DAMETER AS LATERAL SEWER FRP OR PVC STUBOUT, TYP. _-l-oit-- WT-SEE STANDARD DETAL FBERGLASS MANHOLE SCHEDULES SEWER MAN PPE, SEE STANDARD DETAL-FBER GLASS MANHOLE SCHEDULES SPRNG LNE OF 90 BEND ,.l\h DROP PPE SUPPORT-FELD CAST-N PLACE. USE #4 6" OC/EW 'Y$j.3'!) 2-4"x 1-5/8" [ CHANNEL SUPPORTS A TT ACHED TO THE BOTTOM AND SDE WALLS, FOR DEPTHS GREATER THAN 10' -.. B:..;.AS::.:E=--.:..W;;.:D:...;TH:""'--il.. -t COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COURSE AGGREGA TE, AS ORDERED NOTE: A MNMUM OF 8" SHALL BE REQURED BETWEEN FRP STUBOUTS. USE LARGER MANHOLE F REQURED TYPCAL SECTON VEW BASE WDTH TYP. EACH SDE PPE CONNECTON, TYPCAL-SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES ANCHOR BOLT, FOR SZES AND QUANTTY-SEE STANDARD DETAL BERGLASS MANHOLE SCHEDULES - CAST -N-PLACE BASE-SEE STANDARD DETAL-FBERGLASS MANHOLE SCHEDULES DROP PPE SAME DAMETER AS LATERAL SEWER MN /2" ANT-FLOTATON FLANGE TYPCAL PLAN VEW ;----- MAN SEWER PPE, TYP. 1. SEE GENERAL NOTES, STANDARD DETAL-SANTARY STRUCTURE NOTES AND TECHNCAL SPECFCATONS. 2. MANHOLE SHALL BE CAST N ONE PECE, i.e. BOTTOM, WALL, TOP, NECK, ANT-FLOTATON FLANGE, AND DROP PPE AND FTTNG. 3. BENCH AND NVERT'S SHALL BE CAST AFTER MANHOLE HAS BEEN SET AND ACCEPTED. REVSONS BY SWB 01/10 CT Y ill S TAN DAR D S SANTARY FBERGLASS DROP MANHOLE DETAL +- +-_EN_G_N_E_E_R_N_G_D_E_P_A_RT_M_E_N_TP:/VED BY: f3: CTY of ST. PETERSBURG _: SCALE: N. T.S. DRECTOR : MARCH 2005 S30-51

89 EXTEROR 4 _'4 - NTEROR 2-1/2" ANn-FLOTATON FLANGE HLT-316 S.S. KWK BOLT, W/ FRP MANHOLE WASHER OR APPROVED EQUAL FRP MANHOLE 3" 3" SEE SCHEDULE BELOW FOR BOLT MN. MN. QUANTTES SEWER PPE 1 GUSSETS AS REQURED, SEE NOTE 4, 1/ { MODULAR SEALS FOR 21" AND 0 LARGER PPES, AND ALL FORCE < w MANS, SEE NOTE 1 (f) iy «:::J a SEWER PPE TO BE FLUSH WTH STUBOUT 1 w a::: '--- FLEXBLE CONNECTOR FOR 4" THRU """t-.= /c,;;;se RENFORCEMENT- 18" PPES, SEE NOTES 2 AND 3 SEE SCHEDULE BELOW FRP OR PVC '"""---- STANDARD FACTORY NSTALLED MN. 3" COVER STUBOUT FRP LAMNATED CONNECTON CAST -N-PLACE BASE PPE CONNECTON DETAL ANCHOR CONNECTON DETAL RNG AND COVER ASSEMBLY, SEE SCHEDULE BELOW-{ "> - FLEXBLE SEALANT, USE "FLEX-SEAL UTLTY SEALANT". MFG. BY SEALNG SYSTEM, OR APPROVED EQUAL. 'r UPTO 5 BRCK COURSES UPTO 5 BRCK COURSES OR PRECAST P...; CONCRETE GRADE RNGS, SEE NOTE 5 FLL GAP "'TH NON-SHRNK GROUT, USE "MASTER 713", MFG. BY MASTER BULDERS OR "SONOGROUT", MFG. BY SONNBORN ONCRETE BENCH TO SUPPORT BRCK FRP MANHOLE, TYPCAL BRCKS AND GRADE RNGS TO HAVE A MNMUM 3/4" PLASTER COATNG TYPE B RNG AND COVER TYPE E RNG AND COVER RNG AND COVER BASE DETAL 1. MODULAR SEALS ARE "LNK SEAL", AS MANUFACTURED BY PPELNE SEAL & NSULA TOR, NC. OR APPROVED EQUAL. MODULAR SEALS SHALL HAVE 316 GRADE STANLESS STEEL HARDWARE. 2. FLEXBLE CONNECTORS ARE "KOR-N-SEAL", AS MANUFACTURED BY NPC NC. OR APPROVED EQUAL. FLEXBLE CONNECTORS SHALL HAVE 316 GRADE STANLESS STEEL HARDWARE. 3. MANHOLES WTH NVERT DEPTHS GREATER THAN 20', PPE CONNECTONS SHALL BE WTH MODULAR SEALS, AS DESCRBED ABOVE. 4. GUSSETS ARE REQURED WTH ALL MODULAR SEAL APPLCATONS AND FORCE MANS. 5. PRECAST GRADE RNGS, FOR TYPE E RNG AND COVER ONLY, ARE 8" WDE x 2" THCK, AS MANUFACTURED BY ATLANTC CONCRETE PRODUCTS, NC. OR APPROVED EQUAL. SHALL MEET ASTM C-478 REQUREMENTS. S C H E D U L E S M A NHOLES A N C H 0 R B 0 L T S M.H. MAX. RNG/ WT BASE BT TYPCAL MMNUM ANCHORS ACCS. MAX. BASE M.H. PPE COVER WALL WDTH BASE BOLT EMBEDMENT PER MH DA. DA. DA. DEPTH RENF. DEPTH DA. TYPE THKNESS E/W THKNESS DA. LENGTH 4' 5' 6' 4' 18" 24" E 10' 0.318" 6' 8" 10" EW 4' TO 5' 1/2" 3-1/2" ' 18" 24" E 25' 0.50" 7' 9" 10" EW 5' TO 10' 5/S" 4" 6 S 12 5' 48" 32" B 25' 0.50" 7' 9" 10" EW 10' TO 15' 5/S" 4" N/A 13 1S 6' 1S" 24" E 25' 0.50" S' 10" 10" EW 15' TO 20' 3/4" 4-3/4" N/A ' 48" 32" B 25' 0.50" 8' 10" 10" EW 20' TO 25' 3/4" 4-3/4" N/A C T Y S T A N D A R D S REVSONS ] FBERGLASS MANHOLE BY!lC SWB 06/02 SCHEDULES DETAL SWB ENGNEERNG DEPARTMENT APPROVED B : JUNE 2001 f;. SWB 06/09 CTY of ST. PETERSBURG SWB 01/10 SCALE: N.T.S. DRECTOR S30-52

90 COUPLNG TO BE CENTERED BETWEEN PPE ENDS 316 SERES STANLESS STEEL /FLEX-SEAL ADJUSTABLE REPAR CLAMPS SEE NOTE 4 BELOW COUPLNG: SERES MR-ARC WTH, 316 STANLESS STEEL SHEAR RNGS ", \; T L PROPOSED GRAVTY,,,... L EXSTNG GRAVTY > 1- SA_N TA_R_Y_SE_W_E_R...L7 l::::t::ll.:=::::i!=l=.j...\..l..=1---- SANTARY SE _ 1. THE SPACE BETWEEN PPE ENDS SHALL NOT EXCEED 1-NCH. PPE ENDS SHALL BE EVEN AND CLEAN. 2. THE NOMNAL DAMETER OF THE PROPOSED PPE SHALL BE EQUAL TO THE NOMNAL DAMETER OF THE EXSTNG PPE. 3. FLEX-SEAL ADJUSTABLE REPAR CLAMP SHALL BE MANUFACTURED BY THE MSSON RUBBER COMPANY, OR APPROVED EQUAL. 4. FOR APPLCATONS OF 24" DAMETER AND LARGER, USE 316 SERES, WDE, T -BOLT CLAMPS. REVSONS BY SWB 09/00 SWB 06/02 SWB 06/04 SWB C T Y flc ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S DSSMLAR PPE COUPLNG DETAL i4mrn ", l1.k DRECTOR : MARCH 1998 S30-60

91 ONE LAYER OF 6"x6" W1.4 WRE MESH, ALL AROUND NEW LNER, SEE NOTE 1 HOST PPE, SEE NOTE 2 FUSED JONT'. F APPLCABLE, / '\. \ " MN'\ """"""""""""'" ///////////////////// f f-l// /'-L/-"-'/CL/ L</ /CL//'-L/4/ \ \ 12" ;A"""""""""""""" 1 JONT SEALER, SEE NOTE 3 _"fud'$"mm',/illji'!fu"fud'llll!"rnf'..:..c"'-'-""--c'--'-"'-'-\.' " " " " " " " \ " " " " " " " " "... "... "... J / A A A/'A/\ f/ S.S. CLAMP, SEE NOTE 4 J V \ 12" S.S. STFFENER'S, SEE NOTE 5 - LMTS OF CONCRETE ENCASEMENT, TYP., SEE NOTE 6.. if: 12" 12"i MN. MN. MN. 18" MN. WO FUSED JONT TYPCAL SECTON VEW EXSTNG LlNER- 1. PROVDE NEW HDPE LNER TO CONNECT TO THE EXSTNG HDPE LNER. NEW HDPE LNER SHALL MATCH THE OUTSDE DAMETER AND THCKNESS OF EXSTNG HDPE LNER AND SHALL HAVE A THCKNESS NOT LESS THAN SDR THE "HOST PPE" SHALL BE TRMMED SQUARE AT T'S NEW END. NO ROUGH OR JAGGED ENDS OR LOOSE PECES WLL BE ALLOWED. 3. JONT SEALER OF THE ANNULAR SPACE SHALL BE PACKED WTH BRCK, MORTAR, AND "RAM-NEK" PRE FORMED JONT SEALER TO THE LMTS AS SHOWN ABOVE. TRM SEALER OFF AT THE EDGE OF THE HOST PPE. "RAM-NEK" SHALL BE AS MANUFACTURED BY THE K. T. SNYDER COMPANY, NC. OR APPROVED EQUAL. 4. S.S. STEEL UNVERSAL CLAMP COUPLNG SHALL BE SERES "JCM 132", 316 GRADE, 24" LONG, AS MANUFACTURED BY JCM NDUSTRES, NC. OR EQUAL. 5. S.S. STEEL STFFENERS SHALL BE SERES "JCM 231" HDPE PPE STFFENERS, 316 GRADE, 12" WDTH, AS MANUFACTURED BY JCM NDUSTRES, NC. OR EQUAL. 6. THE CONCRETE ENCASEMENT SHALL BE CAST ON UNDSTURBED SOL. F SOL S DSTURBED, THE CONTRACTOR SHALL COMPACT THE SOL TO 95% OF THE SOLS DENSTY. REVSONS C T Y BY ll S T A N D A R D S HOPE LNER REPAR, CONNECTON DETAL ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG ':/Junl4l1.. SCALE: N.T.S. DRECTOR : APRL 2008 S30-62

92 SEE DETAL VEW, BELOW 316 SERES STANLESS STEEL CLAMPS, SEE NOTE 4 BELOW COUPLNG TO BE CENTERED BETWEEN PPE ENDS FLEX-SEAL ADJUSTABLE REPAR COUPLNG, SERES MR-ARC WTH 316 S.S. SHEAR RNGS, SEE NOTE 3 PROPOSED GRAVTY SANTARY SEWER EXSTNG CPP OR PVC LNED SANTARY SEWER» 12" MN. 12" MN. TYPCAL SECTON VEW 6" TYP. PLACE GRAVEL UPTO THE SPRNG LNE, TYP. x- --EXSTNG CLAY PPE EXSTNG LNER SECTON A-A GRAVEL BEDDNG, SEE NOTE 5 QUCK SETTNG EXPOXY MASTC OVER THE END OF EXST PPE/LNER, TYP. DETAL VEW 1. THE SPACE BETWEEN PPE ENDS SHALL NOT EXCEED 1-NCH. PPE ENDS SHALL BE EVEN AND CLEAN. 2. THE NOMNAL DAMETER OF THE PROPOSED PPE SHALL BE EQUAL TO NOMNAL DAMETER OF THE EXSTNG PPE. 3. FLEX-SEAL ADJUSTABLE REPAR CLAMP SHALL BE MANUFACTURED BY THE MSSON RUBBER COMPANY, OR APPROVED EQUAL. 4. FOR APPLCATONS OF 24" DAMETER AND LARGER, USE 316 SERES, WDE, T -BOL T CLAMPS. 5. THE GRAVEL BEDDNG SHALL BE PLACED ON UNDSTURBED SOL. F SOL S DSTURBED, THE CONTRACTOR SHALL COMPACT THE SOL TO 95% OF THE SOLS DENSTY. LlMEROCK FOR BEDDNG SHALL NOT BE ALLOWED. REVSONS BY SCALE: CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG N.T.S. S TAN DAR D S LNED SANTARY SEWER PPE CONNECTON DETAL.uM>i1. DWG. DRECTOR : APRL 2008 No. S30-64

93 DRAWNG NUMBER S30-1 S30-4 S30-10 S30-11 S30-17 S30-18 S30-21 S30-23 S30-24 S30-26 S30-27 S30-30 S30-31 S30-34 S30-40 S30-41 S30-50 S30-51 S30-52 S30-60 S30-62 S30-64 DRAWNG TTLE SANTARY STRUCTURE NOTES "PG" LAUNCHER ACCESS SANTARY PRECAST MANHOLE TYPE SANTARY PRECAST DROP MANHOLE TYPE SANTARY BRCK MANHOLE TYPE SANTARY BRCK MANHOLE TYPE PRECAST MANHOLE RSER PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG TYPE TYPE TYPE AND MANHOLE TOP SLAB MANHOLE RSER NTERME SLAB MANHOLE BASE AND WALL SANTARY SEWER CLEAN OUT FOR TRAFFC AREAS SANTARY SEWER CLEAN OUT FOR NON TRAFFC AREAS HOUSE SERVCE CONNECTONS SEWAGE AR/VACUUM VALVE AND MANHOLE SEWAGE AR/VACUUM VALVE AND UTLTY VAULT SANTARY FBERGLASS MANHOLE SANTARY FBERGLASS DROP MANHOLE FBERGLASS MANHOLE SCHEDULES DSSMLAR PPE COUPLNG HOPE LNER REPAR CONNECTON LNED SANTARY SEWER PPE CONNECTON REVSON 09/08 09/08 01/10 01/10 01/10 REVSONS BY SWB 09/06 SWB 04/08 SWB 09/08 SWB 01/10 C T Y 7lC, ] ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG S TAN DAR D S SCALE: N.T.S. DRECTOR SANTARY SEWER DETALS NDEX : JUNE 2002 N/A S30-NDEX

94 DRAWNG NUMBER S40-1 S40-4 S40-5 S40-8 S40-10 S40-12 S40-14 S40-15 S40-16 S40-17 S40-18 S40-20 S40-21 S40-23 S40-25 S40-26 S40-27 S40-28 S40-29 S40-30 S40-31 S40-32 S40-44 S40-45 S40-47 S40-49 S40-50 S40-51 DRAWNG TTLE STORM STRUCTURE NOTES PRECAST MANHOLE RSER PRECAST MANHOLE RSER FOR BOX CULVERT PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG PRECAST STORM MANHOLE TYPE PRECAST STORM MANHOLE TYPE PRECAST STORM MANHOLE TYPE PRECAST STORM CONFLCT STRUCTURE PRECAST STORM MANHOLE TYPE V STORM BRCK MANHOLE TYPE STORM BRCK MANHOLE TYPE TYPE MANHOLE TOP SLAB TYPE MANHOLE TOP SLAB TYPE V MANHOLE TOP SLAB TYPE MANHOLE RSER NTERME SLAB TYPE MANHOLE RSER NTERME SLAB TYPE V MANHOLE RSER NTERME SLAB TYPE CATCH BASN RSER NTERME SLAB TYPE CATCH BASN RSER NTERME SLAB TYPE AND MANHOLE BASE AND WALL TYPE MANHOLE BASE AND WALL TYPE V MANHOLE BASE AND WALL CA TCH BASN THROAT CONFGURATON CA TCH BASN FLOW LNE TRANSTONS CATCH BASN AT GRANTE CURB TRANSTON CA TCH BASN CONNECTON TO EXSTNG OFFSET CONDUT CA TCH BASN GENERAL CAST -N-PLACE PORTON OF TYPE,,, V, AND V CATCH BASNS PLAN REVSON 09/08 09/08 NEW REVSONS BY SWB SWB 09/06 SWB 09/07 SWB 09/08 C T Y /K:. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG S TAN DAR D S STORM DRANAGE DETALS NDEX N/A SCALE: N.T.S. DRECTOR : JUNE 2002 S40-NDEX

95 DRAWNG NUMBER S40-52A S40-52B S40-53 S40-54 S40-55 S40-56 S40-57 S40-58A S40-58B S40-59 S40-60 S40-61 S40-62 S40-65 S40-66 S40-69 S40-71 S40-72 S40-73 S40-74 S40-75 S40-76 S40-77 S40-78 S40-80 S40-81 S40-83 S40-84 REVSONS BY SWB 06/04 SWB 12/04 SWB 09/05 SWB 09/07 DRAWNG TTLE TYPE THRU V TYPCAL CATCH BASN SECTONS TYPE THRU V CATCH BASN BASE AND WALL CATCH BASN COVER SLAB RENFORCNG PLAN VEW CATCH BASN COVER SLAB SECTONS AND RENFORCNG TYPCAL WNG ASSEMBLY TYPCAL WNG SHELF SECTONS WNG COVER SLAB SECTONS AND RENFORCNG TYPE S- CATCH BASN TYPE S- CATCH BASN TYPE S- AND TYPE S- SECTON VEWS TYPE H- HEADSTRUCTURE TYPE H- HEADSTRUCTURE TYPE H- HEADSTRUCTURE CONCRETE SPLASH PAD CONDUT JONT WRAP MASONRY BULKHEAD BRCK GRATE NLET TYPE PRECAST GRATE NLET TYPE PRECAST GRATE NLET TYPE RENFORCEMENT AND MSCELLANEOUS FOR TYPE AND TYPE GRATE NLETS GRATE AND FRAME FOR TYPE AND NLETS PRECAST GRATE NLET TYPE RENFORCEMENT AND MSCELLANEOUS FOR TYPE GRATE NLET GRA TE AND FRAME FOR TYPE NLET FL TRA TON SYSTEM NOTES DETENTON AREA OUTFALL CONTROL STRUCTURE FL TRA TON SYSTEM COLLAR FL TRA TON UNDERDRAN CLEANOUT C T Y ll:. )JJE' ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N. T.S. S TAN DAR 0 S STORM DRANAGE DETALS NDEX REVSON 09/07 09/07 NEW NEW NEW NEW NEW NEW : JUNE 2002 N/A DRECTOR S40-NDEX

96 DRAWNG NUMBER S40-85 S40-86 S40-88 S40-92 S40-93 S40-94 S40-95 S40-96 DRAWNG TTLE FLTRATON PPE PERFORATONS POND PARALLEL PPE FLTRATON SYSTEM STANDARD SLOPES FOR NEW LAKES OR PONDS AND CHANNEL EXCAVATONS STAKED SLT BARRER CURB NLET FLTER FOR EROSON CONTROL AT CATCH BASN HAY BALE FOR EROSON CONTROL AT CATCH BASN FLOATNG TURBDTY BARRER ELEVATONS FLOATNG TURBDTY BARRER NOTES REVSON NEW REVSONS BY C T Y ll:., ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S STORM DRANAGE DETALS NDEX N/A DRECTOR : SEPT 2007 S40-NDEX

97 NOTES FOR STORM STRUCTURES 1. ALL PPE STUBS FROM STRUCTURES FOR FUTURE CONNECTONS, SHALL BE NSTALLED WTH REMOVABLE WATERTGHT PLUGS, PLACED FROM WTHN THE STRUCTURE. 2. FOR APPLCABLE RNG AND COVER, SEE STANDARD DETAL-MANHOLE RNG AND COVER CASTNG. 3. STORM STRUCTURES SHALL NOT HAVE OUTSDE DROP CONNECTONS. 4. PROVDE MNMUM 8" SOLD WALL BETWEEN ALL OPENNGS FOR PPES. SEAL BETWEEN PPE AND STRUCTURE WTH NON SHRNK GROUT. 5. ALL BRCK SHALL BE CONCRETE OR CLAY BRCK AND SHALL HAVE A MNMUM 3/4" CEMENT PLASTER COATNG ON ALL SURFACES. 6. BENCH SHALL 1: 12 MNMUM. 7. PRECAST AND CAST-N-PLACE MANHOLES, CATCH BASNS, AND GRATE NLETS ARE DESGNED FOR A MAXMUM DEPTH OF 12 FEET, STRUCTURES N EXCESS OF 12 FEET, AS MEASURED FROM THE FNSHED GRADE TO THE NSDE OF THE BASE SLAB, SHALL REQURE VERFCATON OF THE STRUCTURAL DESGN AND SPECFC MODFCATONS TO THE RENFORCNG REQUREMENTS FOR THE DEPTH REQURED. 8. PROR TO PRECASTNG STRUCTURES THE PRECASTER SHALL SUBMT STE SPECFC NDVDUAL SHOP DRAWNGS FOR APPROVAL. SHOP DRAWNGS SUBMTTED FOR NON-STANDARD STRUCTURES OR STRUCTURES THAT DEVATE FROM THE STANDARD DETALS MUST BE DESGNED AND CERTFED BY A REGSTERED FLORDA PROFESSONAL ENGNEER. 9. PRECAST MANHOLES SHALL CONSST OF A LMTED NUMBER OF SECTONS, AS APPROVED BY THE ENGNEER. 10. ALL PRECAST STRUCTURES SHALL HAVE AN NTEGRAL FLOOR AND BASE RSER SECTON. 11. SEE STANDARD DETAL-PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG. 12. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 13. ALL RENFORCNG STEEL SHALL HAVE A MNMUM 2" CONCRETE COVER, UNLESS NOTED ELSEWHERE. 14. ADDTONAL RENFORCEMENT S REQURED N ALL TYPE CATCH BASN WALLS, GRATE NLETS, AND TYPE,, V, AND TYPE V MANHOLE WALLS WTH OPENNGS FOR PPE OR CULVERT. THE VERTCAL AND HORZONTAL WALL RENFORCEMENT DSPLACED DUE TO OPENNGS SHALL BE REPLACED WTH ADDTONAL RENFORCEMENT BARS ABOVE, BELOW, AND ON BOTH SDES OF OPENNG, EQUAL N AREA TO THOSE DSPLACED. REPLACEMENT RENFORCEMENT SHALL BE PLACED WTH 3" CLEARANCE TO THE EDGES OF OPENNGS. REVSONS BY SWB 06/01 SWB 06/02 SWB 06/04 SWB C T Y b ;.JfJE ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S STORM STRUCTURE NOTES t3. DRECTOR : MARCH 1993 S40-1

98 MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG BRCK COURSE WTH 3/4"" PLASTER COATNG \ FNSHED GRADE. L-f= -t-=.--r r-. TOP SLAB- SEE STANDARD DETAL TYPE MANHOLE TOP SLAB WALL RENFORCEMENT- --:V SEE STANDARD DETAL- TYPE AND MANHOLE BASE AND WALL -- \.. '---WT-WALL THCKNESS SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL / TYPE, TYPE, OR TYPE V MANHOLE RSER NTERME SLAB NOTE: 1. GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. REVSONS BY SWB 09/00 C T Y [ll SWB 06/01 --_S_W_B_r-0_6_/_0_2-+- S TAN DAR D S PRECAST MANHOLE RSER DETAL ENGNEERNG DEPARTMENT tt, C_TY_O_f _S_T._P_E_TE_R_S_BU_R_G_- yjum.o B. SWB SCALE: N.T.S. DRECTOR : MARCH 1993 S40-4

99 MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG BRCK COURSE WTH PLASTER COATNG / FNSHED GRADE ---. =-t- +-'.=r -- TOP SLAB- SEE STANDARD DETAL TYPE MANHOLE TOP SLAB WALL RENFORCEMENT --V SEE STANDARD DETAL- TYPE AND MANHOLE BASE AND WALL \- i\ '-'--WT-WALL THCKNESS SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL -BOX CULVERT TOP SLAB ADDTONAL RENFORCNG AS REQURED FOR RSER OVER BOX CULVERT, TYP. NOTE: 1. GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. REVSONS BY SWB 06/01 SWB 06/02 SWB C T Y rk:. '\ ;JfiE' ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S PRECAST MANHOLE RSER FOR BOX CULVERT DETAL g.ilfre. DRECTOR DA TE: SEPT S40-5

100 PROR TO ASSEMBLY AFTER ASSEMBLY PROR TO ASSEMBLY AFTER ASSEMBLY TYPE MANHOLE 'E\ ffc'ee NOT 2 f# it 0 G:u CATCH BASN W/O WNG Bt=SlE NOTE 2 TYPE,, V, V TOP SLAB #1 SEE NOTE 2 i n< SEE dote 2 CATCH BASN/MANHOLE NTERME SLAB g;'uote 2 SEE GROUT SEALNG g VEW BELOW & "B CAT.!..::CH'-.:!.B!...>.:AS=!.!.NWu./--!.!W.!2..:N!..><G TYPCAL PRECAST JONT ASSEMBLES PPE KNOCK OUT, TYP. TYPE,, V, V MANHOLE W/ BASE AND TOP SLAB STRUCTURE WALL 1/2" MORTAR JONT, TYPCAL ti77'777lr:...1_ BRCK UNT OR ANY CLASS CONCRETE ALLOWED FOR GAPS EXCEEDNG 2-1/2" CONDUT WALL MASONRY SEALNG EW CAST -N-PLACE TYPCAL GROUTED PPE SEALNG AT STRUCTURE PRECAST 1. JONTS SHALL CONFORM TO ASTM C A LAYER OF PREFORMED JONT SEALNG COMPOUND SUCH AS "RAM-NEK" SHALL BE NSTALLED AT ALL PRECAST STRUCTURE JONTS AND STRUCTURE TOP AND CATCH BASN LD PEDESTALS PROR TO ASSEMBLY. 3. FLTER FABRC SHALL BE MRAF 140-N, OR APPROVED EQUAL. FLTER FABRC S TO BE PLACED N A BEDDNG OF BTUMNOUS MASTC AND APPLED AS PER FOOT DESGN STANDARDS NDEX NO FOR ADDTONAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. RESONS CT Y ll S TAN DAR D S PRECAST STRUCTURE JONT ASSEMBLY AND STRUCTURE SEALNG DETAL BY SWB 06/01 SWB 06/ l SWB 09/ tj'1r ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG - SWB 09/08 SCALE: N. T.S. DRECTOR : MARCH 1993 S40-8

101 FNSHED GRADE MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG : X CO«BRCK COURSES WTH 3/4" ---a-----j l::!' PLASTER COATNG WALL RENFORCEMENT SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL 6" TO BACK OF BELL, TYP. LA TERAL STORM DRAN BASE SLAB-SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL DAMETER NSDE BENCH SLOPE --+--H-+-- l- <::> GJ...J...J «3: z ::!' CD --WT-WALL THCKNESS SEE STANDARD DETAL TYPE AND MANHOLE AND WALL BASE =::::t:i:l::== j t-tt:..!::::::;:::=;:=::::;::=:::;: -. m!mm COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED TYPCAL SECTON VEW NON-SHRNK GROUT, TYP. S C H E D U L E PLAN VEW RECOMMENDED MMNUM DAMETER MANHOLE DMENSON RCP ERCP DA. 24" N/A 4' 30" 19"x30" 5' NOTE: FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. REVSONS BY SWB 09/00 SWB 06/01 SWB 06/02 SWB CT Y fl ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S PRECAST STORM MANHOLE TYPE DETAL : MARCH DRECTOR S40-10

102 FNSHED GRADE MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG.L, ca- Zl::::--- BRCK COURSES WTH 3/4" PLASTER COATNG TOP SLAB-SEE STANDARD DETAL TYPE MANHOLE TOP SLAB '--- WT-WALL THCKNESS SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL 6" TO BACK OF BELL, TYP. DAMETER NSDE BENCH SLOPE --+--H '.. }--- WALL RENFORCEMENT SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL LA TERAL STORM DRAN BASE SLAB-SEE STANDARD DETAL TYPE AND MANHOLE BASE AND WALL --- COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED TYPCAL SECTON VEW NON-SHRNK GROUT, TYP. NOTE: S C H E D U L E RECOMMENDED MMNUM DAMETER MANHOLE DMENSON RCP ERCP DA. 24" N/A 4' 30" 19"x30" 5' 42" 24"x38" 6' 48" 32"x49" 7' PLAN VEW 66" 38"x60" 8' FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. REVSONS BY SWB 09/00 SWB 06/01 SWB 06/02 t- SWB CT Y ll S TAN 0 A R 0 S PRECAST STORM MANHOLE TYPE DETAL t-...;.._-+_e_n_g_ne_e_r_n_g_d_ep_a_r_tm_e_n_t--j a. J.1... _ CTY of ST. PETERSBURG..J SCALE: N. T.S. DRECTOR : MARCH 1993 S40-12

103 FNSHED GRADE [MANHOLE ACCESS-SEE STANDARD DETAL- MANHOLE RNG AND COVER CASTNG TOP SLAB-SEE STANDARD DETAL----- TYPE MANHOLE TOP SLAB 6" TO BACK OF BELL, TYP. t L. i"-...'.' ::= FJ: BRCK COURSES WTH 3/4" PLASTER COATNG -- WT-WALL THCKNESS- SEE STANDARD DETAL- TYPE MANHOLE BASE AND WALL V. :-.. BENCH SLOPE WALL RENFORCEMENTr V-- SEE STANDARD DETAL- ]F= TYPE MANHOLE BASE LA TERAL STORM DRAN ANO WALL Llf :::2:..-- BASE SLAB-SEE STANDARD DETAL- TYPE MANHOLE BASE AND WALL "'faaaaaaaaj'u""rrrr'rh' COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED or l R=24" MN.--.! TYPCAL SECTON VEW ANT-FLOTATON LP-SEE STANDARD DETAL":" S C H E 0 U L E TYPE MANHOLE BASE AND WALL W-NSDE RECOMMENDED MMNUM WDTH(W) MANHOLE DMENSON T RCP ERCP W - NON-SHRNK GROUT, TYP. 24" 14"x23" 4' L_---.l1 / 1 1/ 36" 22"x34" 5' " 29"x45" 6' 54" 34"x53" 7' w 0 = 66" 43"x68" 8' Vi l z 72" 48"x76" 9' 1...J 84" 53"x83" 10' [\ / -- / H-- J PLAN VEW t\" (3) 63"x98" 11' rl \ (3) 68"xl06" 12' \ (3) (3) 13' '-4" MNMUM TYP. (3) (3) 14' (3) (3) 15' (3) (3) 16' 1. MANHOLES LARGER THAN 16'x16' SHALL REQURE A SPECAL DESGN TO BE APPROVED BY THE ENGNEER. 2. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 3. MULTPLE PPES ALLOWED. SPACNG BETWEEN PPES TO BE DETERMNED BY THE ENGNEER. 4. L=BOX LENGTH PARALLEL TO MAN PPE RUN, W=BOX WDTH PERPENDCULAR TO MAN PPE RUN. e T Y S T A N D A R D S REVSONS PRECAST STORM MANHOLE BY ll SWB 06/98 '1 TYPE DETAL,JiJF' SWB 06/01 : ENGNEERNG DEPARTMENT MARCH 1993 SWB 06/02 CTY of ST. PETERSBURG,<1, SWB SCALE: N.T.S. DRECTOR S40-14

104 FNSHED GRADE MANHOLE ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG \!g BRCK COURSES WTH " t 3/4" PLASTER COATNG :z::::::j!:::t "--- ADD. M.H. LOC., SEE NOTE 6 WALL RENFORCEMENT SEE STANDARD DETAL TYPE MANHOLE BASE AND WALL STORM DRAN TOP SLAB- SEE STANDARD DETAL- TYPE MANHOLE TOP SLAB 0:: - --t+-t-- PPE N CONFLCT t JONT FLLER, SEE NOTE 7 00!A---+«= =-----:::..._;?-- 12" CL. MN., SEE NOTE WT - WALL THCKNESS SEE STANDARD DETAL TYPE MANHOLE BASE o t- AND WALL \--- FLOW CHANNEL, :!..=' 1J=:...=:J.::;;;r L.-----"""''-:J=_=: SEE NOTE 5 D2w...,--- r;:::;...j"'!::;:::;:::;:::::;::;::;::::;:::;;::::;::::;::;::::::;::::;:::;:::;:::;:::::;::;::;:, BASE SLAB- COMPACTED SUBGRADE, SEE STANDARD DETAL- OR 4" CONCRETE MAT, OR TYPE MANHOLE BASE 6" COARSE AGGREGATE, AND WALL AS ORDERED SECTON A-A NON-SHRNK GROUT, TYP. A --- FLOW STORM DRAN 30" MN. t===---.l3: FLOW CHANNEL ---;--r-...j:=:::r::::;:::;t---t:::::;:::ft--r--r--'- 12" MN. (TYP.) ---t CONFLCT PPE JONT PLAN VEW ANT-FLOTATON LlP SEE STANDARD DETAL TYPE MANHOLE BASE AND WALL w o (f) FLOW z-- 4" MN. TYP. JONT FLLER, SEE NOTE 7 CONFLCT 1. FOR GENERAL NOTES, SEE STANDARD-STORM STRUCTURE NOTES. 2. AREA BELOW PPE N CONFLCT AND ABOVE FLOW LNE OF OUTLET PPE SHALL BE EQUAL TO OR GREATER THAN OUTLET PPE AREA. 3. NO CONFLCT PPE JONT SHALL BE WTHN STRUCTURE. 4. ONLY DUCTLE RON OR SEAMLESS STEEL PPE PER SPECFCATONS SHALL BE ALLOWED TO PASS THROUGH THE STRUCTURE. 5. SUMPED CONFLCT STRUCTURES SHALL NOT BE USED UNLESS SYSTEM S HYDRAULCALLY DESGNED TO TAKE NTO ACCOUNT THE HEAD LOSS GENERATED F THE SUMP BECOMES COMPLETELY BLOCKED. 6. USE TYPE B MANHOLE RNG AND COVER CASTNG AT UPSTREAM SDE OF CONFLCT PPE. F N A POTENTALLY HGH MANTENANCE AREA, NSTALL AN ADDTONAL TYPE B MANHOLE RNG AND COVER CASTNG, ON DOWN STREAM SDE OF THE CONFLCT PPE, AS ORDERED OR DRECTED. 7. CONFLCT PPE SHALL HAVE A 1" COMPRESSBLE JONT FLLER BETWEEN THE PPE AND THE STRUCTURE. C T Y S T A N 0 A R 0 S REVSONS PRECAST STORM CONFLCT BY flc STRUCTURE DETAL, (TYPE MH) SWB 09/00 SWB 06/01 : MARCH 1993 ENGNEERNG DEPARTMENT SWB 06/02 CTY of ST. PETERSBURG B SWB SCALE: N.T.S. DRECTOR S40-15

105 FNSHED GRADE [MANHOLE ACCESS-SEE STANDARD DETAlL- MANHOLE RNG AND COVER CASTNG ro x.li «:::!: BRCK COURSES WTH 3/4" -"'--... PLASTER COATNG WT-WALL TOP SLAB-SEE STANDARD DETAL------".:::.. _._.- TYPE V MANHOLE TOP SLAB --. b= t- - rbenchl SLOPE. 1 \ / 1\ LA TERAL STORM DRAN.. '- BOX CULVERT. - 1 SEE SCH. BELOW.... THCKNESS- SEE STANDARD DETAL- TYPE V MANHOLE BASE AND WALL WALL RENFORCEMENT-... V SEE STANDARD DETAL- TYPE V MANHOLE BASE AND WALL j i L --- BASE SLAB-SEE STANDARD DETAL- : :.' : -. TYPE V MANHOLE BASE AND WALL.. COMPACTED SUBGRADE, OR cc TYPCAL SECTON VEW L ANT-FLOTATON LP-SEE STANDARD DETAL- TYPE V MANHOLE BASE AND WALL W-NSDE 1 1 r " CONCRETE MAT, OR 6" COARSE AGGREGATE. AS ORDERED S C H E D U L E RECOMMENDED MMNUM WDTH(W) MANHOLE DMENSON / NON-SHRNK GROUT, TYP. SPAN(5) W 3' 5' hi tl ' 6' f " r--- l w 0 V'i z --l 4' 7' 5' 8' 6' g' 7' 10' 8' 11' '- t-- g' 12' - & J 10' ' R=24" MN 4" MN. TYP. 1" 14' PLAN VEW 12' 15' 12' 16' 1. MANHOLES LARGER THAN 16'x16' SHALL REQURE A SPECAL DESGN TO BE APPROVED BY THE ENGNEER. 2. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 3. MULTPLE BOX CULVERTS ALLOWED. SPACNG BETWEEN BOXES TO BE DETERMNED BY THE ENGNEER. 4. L=BOX LENGTH PARALLEL TO MAN PPE RUN, W=BOX WDTH PERPENDCULAR TO MAN PPE RUN. 5. BOX CULVERT DMENSONS PER ASTM C C T Y S T A N D A R D S REVSONS PRECAST STORM MANHOLE BY SWB 06/02 TYPE V DETAL SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG <-dvf3. SCALE: N.T.S. DRECTOR : JUNE 2001 S40-16

106 FNSHED GRADE MANHOLE ACCESS- SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG 18" MAX. COVER UNDER PAVEMENT M f------BRCK COURSES WTH 3/4" PLASTER COATNG : ::J <.O 1- - N Z 3/4" PLASTER COATNG----.-M.,. 8"-WT W MAXMUM COVER 12 -WT W/O MAXMUM COVER TO BACK OF BELL, TYP. LA TERAL STORM DRAN BASE RENFORCEMENT SEE SCHEDULE BELOW BT -BASE THCKNESS SEE SCHEDULE BELOW +--- SEAL OPENNGS WTH NON-SHRNK GROUT 2" COVER DAMETER-NSDE TYPCAL SECTON VEW COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED ANT-FLOTATON LP-SEE SCHEDULE BELOW WT-WALL THCKNESS, SEE NOTATON ABOVE S C H E D U L E RECOMMENDED BASE BASE ANT- DA. H BT BASE MAXMUM DA. DA. FLOAT NSDE MAX. MN.. RENFORCEMENT PPE 8" WALL 12" WALL LP PLAN VEW 24" 4' 6'-4" 7'-0" 6' 8" 6" 12" EW 30" 5' 7'-4" 8'-0" 8' 8" 6" 9" EW 42" 6' 8'-4" 9'-0" 8' 8" 6" 9" EW 42" 6' 8'-4" 9'-0" 15' 12" 6" 6" EW 1. FOR GENERAL NOTES SEE, STANDARD DETAL-STORM STRUCTURE NOTES. 2. NO NLET PPE SHALL BE NSTALLED N THE CONE SECTON. CT Y S TAN DAR D S REVSONS 6 STORM BRCK MANHOLE BY ill SWB 06/98 TYPE DETAL : MARCH 1993 SWB 06/02 ENGNEERNG DEPARTMENT --_S_W_B_+--_06...:./_0_4-+ C TY_of_ST_._P_E_TE_R_S_BU_R_G_-- t3, ij SWB SCALE: N.T.S. DRECTOR S40-17

107 18" MAX. COVER UNDER PAVEMENT FNSHED GRADE \ TOP SlAB- SEE STANDARD DETAll TYPE MANHOLE TOP SLAB T MANHOLE ACCESS- SEE STANDARD DETAll MANHOLE RNG AND COVER CASTNG.r ==-BRCK COURSES WTH 3/4" PLASTER COATNG 8"-WT W MAXMUM COVER 12 -WT W 0 MAXMUM COVER TO BACK OF BEll, TYP. 3/4" PLASTER COATNG - --t-" la TERAl STORM DRAN BASE RENFORCEMENT SEE SCHEDULE BELOW - SEAL OPENNGS WTH NON-SHRNK GROUT BT -BASE THCKNESS SEE SCHEDULE BELOW DAMETER-NSDE TYPCAL SECTON VEW COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED ANT-FLOTATON LP-SEE SCHEDULE BELOW WT -WAll THCKNESS, SEE NOTATON ABOVE PLAN VEW S C H E D RECOMMENDED BASE BASE DA. MAXMUM DA. DA. NSDE PPE 8" WAll 12" WAll 24" 4' 6'-4" 7'-0" 30" 5' 7'-4" 8'-0" 42" 6' 8'-4" 9'-0" 42" 6' 8'-4" 9'-0" U L E ANT- H BT BASE MAX. MN. FLOAT. RENFORCEMENT LP 6' 8" 6" 12" EW 8' 8" 6" 9" EW 8' 8" 6" 9" EW 15' 12" 6" 6" EW NOTE: FOR GENERAL NOTES, SEE STANDARD DETAil-STORM STRUCTURE NOTES. REVSONS BY SWB 06/01 SWB 06/02 SWB 06/04 SWB CT Y AAl ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S STORM BRCK TYPE " MANHOLE DETAL : MARCH 1993 i3> DRECTOR S40-18

108 ADDTONAL RENF., SEE SCHEDULE BELOW PLAN VEW ADDTONAL RElN MAN RENFORCNG BARS 3/4" CHAMFER, TYPCAL TOP SLAB THCKNESS- :-r- """T"" :...,.,. SEE SCHEDULE BELOW : : ] 1-1/2" TYPCALt. DAMETER.. WT 1.. 2" COVER TYPCAL SECTON VEW S C H E 0 U L E w WT TOP 0.. ACCESS MAN ADDTONAL >- DAMETER WALL SLAB f- DAMETER RENFORCEMENT RENFORCEMENT THCKNESS THCKNESS f- (/) 4' 6" 8" 24" 12" EW 3" OC 5' 8" 8" 32" 12" EW 3" OC «u w 6' 8" 8" 32" 12" EW 3" OC a:: 0.. 7' 8" 8" 32" 10" EW 3" OC 8' 8" 8" 32" 10" EW 3" OC 4' 8" 8" 24" 12" EW 3" OC :::.:: 5' 8" 8" 32" 12" EW 3" OC u a:: 6' (3) 8" 8" 32" 12" EW 3" OC CD 6' (3) 12" 8" 32" 10" EW 3" OC 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 3. SEE BRCK MANHOLE DETAL FOR OTHER CONDTONS. C T Y S TAN DAR D S TYPE MANHOLE TOP SLAB DETAL REVSONS BY!lL SWB 06/02 '1 SWB ENGNEERNG DEPARTMENT DA TE: JUNE 2001 SCALE: N. T.S. DRECTOR S40-20 t t-_c TY_Of_ST_._P_E_TE_R_S_BU_R_G_-.8.

109 p:/[f' J <" -Jl=-=- :+-- f\ MAN RENFORCNG BARS-SEE SCHEDULE BELOW J (\ '- =il Ul W 0:: L (j'? u.: 0 z «m,?-v,?x; v Vi W ADDTONAL RENF., SEE SCHEDULE BELOW z 0::1- O 0:: " 0,?(jv --1 t--- j - ' r 3: - r- WT W-NSDE WT K RENF. (LONG BARS) ADDTONAL RE PLAN VEW r.ls: MAN RENFORCNG BARS OR J AND K RENF, J 1-1/..2" TYPCAL f.. WT.. W OR L-NSDE.. WT... 2" COVER TOP SLAB THCKNESS- -L l,-- =7?'1 SEE SCHEDULE BELOW TYPCAL SECTON VEW S C H E D U L E Ul '-' 3/4" CHAMFER, TYP. WT TOP WDTH LENGTH ACCESS MAN RENFORCEMENT ADDTONAL z WALL SLAB NSDE NSDE DAMETER RENFORCEMENT >- THCKNESS THCKNESS J RENF. K RENF. «Ul 3:w 4' TO 16' 4' 8" 8" 24" 12" OC 12" OC 3" OC 0 wm z«4' TO 16' 5' 8" 8" 32" 9" OC 12" OC 3" OC 0--1 Ul 4' TO 16' 6' 8" 8" 32" 8" OC 12" OC 3" OC 4' TO 16' 7' 8" 8" 32" 6" OC 12" OC 3" OC MAN RENFORCEMENT 4' 4' 8" 8" 24" 12" EW 3" OC 5' 5' 8" 8" 32" 12" EW 3" OC 6' 6' 8" 8" 32" 12" EW 3" OC 7' 7' 8" 8" 32" 12" EW 3" OC z 8' 8' 8" 10" 32" 12" EW 3" OC >- «Ul 9' 9' 8" 10" 32" 12" EW 3" OC 3:w 0 10' 10' 8" 10" 32" 9-1/2" EW 3" OC am 3:«r---1 Vl 11' 11' 8" 10" 32" 8" EW 3" OC 12' 12' 8" 10" 32" 7" EW 3" OC 13' (3) 13' (3) 10" 12" 32" 8" EW 3" OC 14' (3) 14' (3) 10" 12" 32" 6" EW 3" OC 15' (3) 15' (3) 10" 12" 32" 8" EW 3" OC 16' (3) 16' (3) 10" 12" 32" 7" EW 3" OC 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 3. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. 4. FOR WDTH AND LENGTH COMBNATONS NOT SHOWN, USE RENFORCEMENT, WALL, AND TOP SLAB THCKNESS FOR LONGER DMENSON FOR BOTH. e T Y S T A N D A R D S REVSONS TYPE MANHOLE BY fll SWB 06/02 TOP SLAB DETAL SWB 06/04 ENGNEERNG DEPARTMENT : JUNE 2001 SWB CTY of ST. PETERSBURG!3. SWB 09/08 SCALE: N.T.S. DRECTOR S40-21

110 W x L NSDE ADDTONAL RENFORCNG BARS, SEE SCHEDULE BELOW -- A'- MAN RENFORCNG BARS- EE SCHEDULE BELOW, U <{ - - w 9' 9 CJG<V j- (f),?,'?:.j OJ O cf«;<vv f- 4--: -r- :!: U<{ '--- WT W-NSDE WT a... :::::E a a f- f- f- PLAN VEW a.-f:- - TOP 2" COVER A B A. L.-.. OJ BOTTOM 3/4" CHAMFER, TYP. MAN ROW C (TOP) TOP SLAB THCKNESS- -if>:..:..., SEE SCHEDULE BELOW _ ADDTONAL RENF. 1-1/2" TYPCALf 1-;rJ.. W OR L-NSDE WT TOP WALL SLAB THKNESS THKNESS 2" COVER TYPCAL SECTON VEW S C H E D U L E MAN ROW A AND B,..!V! ALSO MAN ROW FOR 5'x5',AND 6'x6' MH (BOTTOM) ACCESS MAN ADDTONAL DA. RENFORCEMENT RENFORCEMENT 5'x5' 8" 10" 32" 12" EW 3" OC 6'x6' 8" 12" 32" 7" EW 3" OC A B C RENFORCEMENT RENFORCEMENT RENFORCEMENT 7'x7' 8" 12" 32" 7" OC 12" OC N/A 3" OC 8'x8' 8" 13" 32" 7" OC 12" OC N/A 3" OC 9'x9' 8" 13" 32" 5" OC 12" OC 3" OC 3" OC 10'x10' 8" 14" 32" 5" OC 9-1/2" OC 10" OC 3" OC 11'xl1' 8" 15" 32" 7" OC 8" OC 1-#8 3" OC 12'x12' 8" 15" 32" 5" OC 7" OC 5" OC 3" OC 13'x13'(3) 10" 16" 32" 7" OC 8" OC 7" OC 3" OC 14'x14'(3) 10" 17" 32" 7" OC 6" OC 10" OC 3" OC 15'x15'(3) 10" 17" 32" 5" OC 8" OC 5" OC 3" OC 16'x16'(3) 10" 18" 32" 5" OC 7" OC 5" OC 3" OC 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 3. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. 4. FOR WDTH AND LENGTH COMBNATONS NOT SHOWN, USE RENFORCEMENT, WALL, AND TOP SLAB THCKNESS FOR LONGER DMENSON FOR BOTH. e T Y S T A N D A R D S REVSONS TYPE V MANHOLE BY flc SWB 06/02 TOP SLAB DETAL SWB ENGNEERNG DEPARTMENT : JUNE 2001 CTY of ST. PETERSBURG 13, SCALE: N.T.S. DRECTOR S40-23

111 ADDTONAL RENF., SEE SCHEDULE BELOW MAN RENFORCNG BARS SEE SCHEDULE BELOW PLAN VEW ADDllONAL RENF.ENFOR 3/4" CHAMFER, TYPCAL NTERME SLAB lhckness-{ = J. SEE SCHEDULE BELOW 2!f 1-1/2" TYPCAL!.. DAMETER.. WT TYPCAL SECTON VEW.. 2" COVER L 6x6-W2.9xW2.9 KEY WAY DETAL S C H E D U L E DAMETER WT NTERME MAN ADDTONAL WALL SLAB RENFORCEMENT RENFORCEMENT THCKNESS THCKNESS 6' 8" 8" 12" EW 3" OC 7' 8" 8" 10" EW 3" OC 8' 8" 8" 10" EW 3" OC 1. FOR USE WTH MANHOLES DEEPER THAN 10', FROM RM TO NVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 3. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 4. NOT ALLOWED WTH BRCK MANHOLES. REVSONS BY SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TYPE MANHOLE RSER NTERME SLAB DETAL B,d:kr& DRECTOR : JUNE 2001 S40-25

112 ADDTONAL RENF., SEE SCHEDULE BELOW - MAN RENFORCNG BARS SEE SCHEDULE BELOW ,,+--.',z: [V - h =-d;;;;;;:,j =-=1==-+=:;1:=-l---==+ p J,,\... <v :: ---r-%<$''?' = w o U'i z --l 1 r=-;p-;::;;tt=-=:..t==-==:!j*=-;:::t 4_ r_--- WT W-NSDE WT B: ADDTONAL RENF.MAN RENFORC'NG 3/4" CHAMFER, TYPCAL PLAN VEW 3-1/4" : NTERME SLAB THCKNESS-{'- D t SEE SCHEDULE BELOW 1-1/2" TYPCALf 1 '1J.. W OR L-NSDE.. WT.. W x L NSDE 6'x6' 8" 7'x7' 8" 8'x8' 8" 9'x9' 8" 10'x10' 8" 11'x11' 8" 12'x12' 8" 13'x13' (3) 10" 14'x14' (3) 10" 15'x15'(3) 10" 16'x16' (3) 10" TYPCAL SECTON VEW S C H E D U L E WT NTERMEDA TE WALL SLAB THCKNESS THCKNESS 2" COVER MAN RENFORCEMENT * J 2-' 4" j ADDTONAL RENFORCEMENT 8" 12" EW 3" OC 8" 12" EW 3" OC 10" 12" EW 3" OC 10" 12" EW 3" OC 10" 9-1/2" EW 3" OC 10" 8" EW 3" OC 10" 7" EW 3" OC 12" 8" EW 3" OC 12" 6" EW 3" OC 12" 8" EW 3" OC 12" 7" EW 3" OC '\ '----rl. L 6x6-W2.9xW2.9 KEY WAY DETAL 1. FOR USE WTH MANHOLES DEEPER THAN 10', FROM RM TO NVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 3. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. 4. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 5. FOR WDTH AND LENGTH COMBNATONS NOT SHOWN, USE RENFORCEMENT, WALL, AND NTERMDEATE SLAB THCKNESS FOR LONGER DMENSON FOR BOTH. REVSONS BY SWB 06/02 SWB C T Y fll, ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TYPE MANHOLE NTERME SLAB RSER DETAL : JUNE 2001 DRECTOR S40-26

113 ADDTONAL RENFORCNG BARS.- SEE SCHEDULE BELOW ' MAN RENFORCNG BARS- SEE SCHEDULE BELOW - u-lo. w 0 Vi z - tl f- 3: '- ry'1 : ( X -\<v«- 1\ <v ',,?, 4:=4 u-o WT W-NSDE WT CL :::!: 0 0 f- f- PLAN VEW f- 0 OJ -TOP w 3-1/4" : 4fr.: J l=w" D E D -BOTTOM 2" COVER -de"" 3/4" CHAMFER, TYP.,\ J y NTERMEDA TE SLAB THCKNESS- MAN ROW F (TOP)l 'LL SEE SCHEDULE BELOW L ADDTONAL RENF. W x L NSDE 1-1/2" W OR L-NSDE MAN ROW D AND E r;1 2" COVER WT NTRMD. WALL SLAB THCKNESS THCKNESS TYPCAL SECTON VEW S C H E 0 U L E (BOTTOM) 6x6-W2.9xW2.9 KEY WAY DETAL D E F ADDTONAL RENFORCEMENT RENFORCEMENT RENFORCEMENT RENFORCEMENT 6'x6' 8" 12" 7" OC 12" OC N/A 3" OC 7'x7' 8" 12" 7" OC 12" OC N/A 3" OC 8'x8' 8" 13" 7" OC 12" OC N/A 3" OC 9'x9' 8" 13" 5" OC 12" OC 3" OC 3" OC 10'x1O' 8" 14" 5" OC 9-1/2" OC 10" OC 3" OC 11'x11' 8" 14" 7" OC 8" OC 1-#8 3" OC 12'x12' 8" 15" 5" OC 7" OC 5" OC 3" OC 13'x13' (3) 10" 16" 7" OC 8" OC 7" OC 3" OC 14'x14'(3) 10" 17" 7" OC 6" OC 10" OC 3" OC 15'x15' (3) 10" 17" 5" OC 8" OC 5" OC 3" OC 16'x16' (3) 10" 18" 5" OC 7" OC 5" OC 3" OC 1. FOR USE WTH MANHOLES DEEPER THAN 10', FROM RM TO NVERT. 2. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 3. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. 4. OPENNG SHALL BE CENTERED N TOP SLAB, UNLESS OTHERWSE NOTED, OR SHOWN. 5. FOR WDTH AND LENGTH COMBNATONS NOT SHOWN, USE RENFORCEMENT, WALL, AND NTERME SLAB THCKNESS FOR LONGER DMENSON FOR BOTH. e T Y S T A N 0 A R 0 S REVSONS TYPE V MANHOLE RSER BY fll SWB 06/02 NTERME SLAB DETAL SWB ENGNEERNG DEPARTMENT : JUNE 2001 CTY of ST. PETERSBURG 13, J SCALE: N.T.S. DRECTOR S40-27

114 ADDTONAL RENFORCNG BARS, == SEE SCHEDULE BELOW - == 11 w 0 = Vi z "co -l NSDE FACE OF BASN TO BE FLUSH [L_-rr - N WTH NSDE FACE OF STRUCTURE =F ::::::l ===t r- MAN RENFORCNG BARS-.11, SEE SCHEDULE BELOW f- 3: 3'-6" 3-1/4" WT W-NSDE WT 2-1L4" PLAN VEW -- "'/1 1" PROPOSSED CB WALL 4-1/4" ADDTONAL RENF. ENFORCNG 6x6-W2.9xW2.9 t 3/4" CHAMFER, TYPCAL \\ \ NTERME SLAB THCKNESS- {::'- ' '.,,, SEE SCHEDULE BELOW J J- f- 1-1/2" TYPCAL WT W OR L-NSDE WT 8" WT TYPCAL SECTON VEW 2" COVER -- f- 3: -- ' " WT KEY WAY DETAL W x L NSDE WT NTRMD. WALL SLAB THCKNESS THCKNESS S C H E 0 U L E MAN RENFORCEMENT ADDTONAL RENFORCEMENT 4'x4' 8" 8" 12" EW 3" OC 5'x5' 8" 8" 12" EW 3" OC 6'x6' 8" 8" 12" EW 3" OC 7'x7' 8" 8" 12" EW 3" OC 8'x8' 8" 10" 12" EW 3" OC 9'x9' 8" 10" 12" EW 3" OC 10'x10' 8" 10" 9-1/2" EW 3" OC 11 'x11' 8" 10" 8" EW 3" OC 12'x12' 8" 10" 7" EW 3" OC 13'x13' (2) 10" 12" 8" EW 3" OC 14'x14' (2) 10" 12" 6" EW 3" OC 15'x15' (2) 10" 12" 8" EW 3" OC 16'x16' (2) 10" 12" 7" EW 3" OC 1. FOR GENERAL NOTES, SEE STANDARD DETAL -STORM STRUCTURE NOTES. 2. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. 3. FOR WDTH AND LENGTH COMBNATONS NOT SHOWN, USE RENFORCEMENT, WALL, AND NTERME SLAB THCKNESS FOR LONGER DMENSON FOR BOTH. e T Y S T A N D A R D S REVSONS TYPE CATCH BASN RSER BY ill NTERME SLAB DETAL, SWB 06/02 (FOR TYPE MANHOLE) SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG f3. SCALE: N.T.S. DRECTOR : JUNE 2001 S40-28

115 rsrt: ADDTONAL RENFORCNG BARS, =F SEE SCHEDULE BELOW :: F-.Jr- MAN RENFORCNG BARS- '/ SEE SCHEDULE BELOW ', - 3: F= fit w 0 V5 z, NSDE FACE OF BASN TO BE FLUSH Lor- "'c-.j WTH NSDE FACE OF STRUCTURE =F jb;; F ===t 7'-8" 3-1/4" WT W-NSDE WT 2-1L4" - 3: PLAN VEW 1" PROPOSSED CB WALL ADDTONAL RENF. RENFORCNG BA",{J 6x6-W2.9xW2.9 3/4" CHAMFER, TYPCAL \\,,'-- NTERME {l= '... "1 /T.'--l SLAB THCKNESS- 1" SEE SCHEDULE BELOW "_ /2" TYPCAL lwrl W OR L-NSDE WT TYPCAL SECTON VEW 2" COVER --, 4-1/4" -- f...--./ 8" WT 10" WT KEY WAY DETAL W x L NSDE WT NTRMD. WALL SLAB THCKNESS THCKNESS S C H E D U L E MAN RENFORCEMENT ADDTONAL RENFORCEMENT 4'x4' 8" 8" 12" EW 3" OC 5'x5' 8" 8" 12" EW 3" OC 6'x6' 8" 8" 12" EW 3" OC 7'x7' 8" 8" 12" EW 3" OC 8'x8' 8" 10" 12" EW 3" OC 9'x9' 8" 10" 12" EW 3" OC 1 O'x1 0' 8" 10" 9-1/2" EW 3" OC 11'x11' 8" 10" 8" EW 3" OC 12'x12' 8" 10" 7" EW 3" OC 13'x13' (2) 10" 12" 8" EW 3" OC 14'x14' (2) 10" 12" 6" EW 3" OC 15'x15' (2) 10" 12" 8" EW 3" OC 16'x16' (2) 10" 12" 7" EW 3" OC 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. 3. FOR WDTH AND LENGTH COMBNATONS NOT SHOWN, USE RENFORCEMENT, WALL, AND NTERME SLAB THCKNESS FOR LONGER DMENSON FOR BOTH. e T Y S T A N D A R D S REVSONS TYPE CATCH BASN RSER BY!lC NTERME SLAB DETAL SWB 06/02 SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG (FOR TYPE MANHOLE) f3.j SCALE: N.T.S. DRECTOR : JUNE 2001 S40-29

116 r & SLAB -- WT-WALL THCKNESS- SEE SCHEDULE BELOW REiNFORCEMENT- WALL SEE SCHEDULE BELOW AND NOTE 2, BELOW PLAN VEW \ 1 _vp J RENFORCEMENT- SEE SCHEDULE BELOW DAMETER WALL RENFORCEMENT -. NSDE SEE SCHEDULE BELOW i' AND NOTE 2, BELOW (f). w 0:: SEE NOTE 4 «BASE SLAB RENFORCEMENT-. BELOW SEE SCHEDULE BELOW t 2" COVERt '0- BASE DAMETER TYPCAL SECTON > BASE SLAB THCKNESS- SEE SCHEDULE BELOW DAMETER NSDE BASE DAMETER S C H E D U L E WT BASE BASE WALL WALL SLAB SLAB RENFORCMENT THCKNESS THCKNESS RENFORCEMENT 4' 5'-0" 6" 12" EW 8" 12" EW 5' (3) 6'-4" 8" 12" EW 8" 12" EW 6' 7'-4" 8" 12" EW 8" 12" EW 7' 8'-4" 8" 12" EW 8" 10" EW 8' 9'-4" 8" 12" EW 10" 10" EW 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. OPTONAL WALL RENFORCEMENT MAY BE WELDED WRE AS PER ASTM C-478 OR ASTM C-76, CLASS, B WALL, WTH WHERE THE RENFORCEMENT CAGE N THE CENTER 1/3 OF THE WALL. 3. MAXMUM SZE ALLOWED FOR TYPE MANHOLE. 6', 7', AND 8' DAMETER SHALL BE TYPE MANHOLE. 4. ADD 2 #4 RENFORCNG BARS AT 3" CENTERS AT THE TOP AND SDES OF ALL WALL OPENNGS. C T Y S T A N 0 A R 0 S REVSONS TYPE AND " MANHOLE BY fll SWB 06/02 BASE AND WALL DETAL SWB 06/04 ENGNEERNG DEPARTMENT : JUNE 2001 SWB CTY of ST. PETERSBURG (j. SCALE: N.T.S. DRECTOR S40-30

117 WALL RENFORCEMENT " r L C/l u: a::: 0 z 1 Vi w z a::: f- a::: 0...J Z SEE SCHEDULE BELOW... w «WT - WALL THCKNESS- SEE SCHEDULE BELOW f--- WALL RENFORCEMENT- - - C/l '-./. 2" CONCRETE COVER - - fj ANT-FLOTATON LlP- TYPCAL ALL SDES, ''-., W-NSDE SEE SCHEDULE BELOW 1- P RENF. (LONG BARS) PLAN VEW F - SLAB RENFORCEMENT- r-.. SEE SCHEDULE BELOW C/l w 0:: > BASE SLAB THCKNESS--f--E f-- SEE SCHEDULE BELOW r' WNSDE SEE NOTE 14- «STANDARD DETAL- 4i STORM STRUCTURE NOTES TYPCAL SECTON >-V- WALL RENFORCEMENT- SEE SCHEDULE BELOW BASE SLAB REiNFORCEMENT- SEE SCHEDULE BELOW 02" COVER S C H E 0 U L E WT WALL BASE BASE SLAB RENFORCEMENT ANT- WDTH LENGTH WALL RENFORCEMENT SLAB FLOAT. NSDE NSDE THCKNESS HORZONTAL VERTCAL THCKNESS N RENF. P RENF. LP 8' TO 16' 4' SEE BELOW SEE BELOW 12" OC 8" 12" OC 12" OC N/A 10' TO 16' 5' SEE BELOW SEE BELOW 12" OC 8" g" OC 12" OC N/A 12' TO 16' 6' SEE BELOW SEE BELOW 12" OC 8" 8" OC 12" OC N/A 14' TO 16' T SEE BELOW SEE BELOW 12" OC 8" 6" OC 12" OC N/A BASE SLAB RENFORCEMENT 4' 4' 8" 12" OC 12" OC 8" 12" EW N/A 5' 5' 8" 12" OC 12" OC 8" 12" EW N/A 6' 6' 8" 11" OC 12" OC 8" 12" EW N/A 7' 7' 8" 8" OC 12" OC 8" 12" EW N/A 8' 8' 8" 6" OC 12" OC 10" 12" EW N/A g' g' 8" 5" OC 12" OC 10" 12" EW 2" 10' 10' 8" 4" OC 12" OC /2" EW 4" 11' 11' 8" 5" OC 12" OC 10" 8" EW g" 12' 12' 8" 4" OC 12" OC 10" 7" EW g" 13' (3) 13' (3) 10" 7" OC 12" OC 12" 8" EW 11" 14' (3) 14' (3) 10" 6" OC 12" OC 12" 6" EW 11" 15' (3) 15' (3) 10" 5" OC 12" OC 12" 8" EW 15" 16' (3) 16' (3) 10" 4-1/2" OC 12" OC 12" 7" EW 15" 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. FOR MANHOLES NOT LSTED, USE RENFORCEMENT, WALL, AND BASE SLAB THCKNESS FOR LONGER DMENSON. 3. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. C T Y S T A N 0 A R 0 S REVSONS TYPE MANHOLE BY ll SWB 06/02 BASE AND WALL DETAL SWB 06/04 ENGNEERNG DEPARTMENT : JUNE 2001 SWB CTY of ST. PETERSBURG i3. SCALE: N.T.S. DRECTOR S40-31

118 SLAB RENFORCEMENT- SEE SCHEDULE BELOW j t:: r- WALL RENFORCEMENT - H : RENFORCEMENT SEE SCHEDULE BELOW... i(.!) G RENFORCEMENT 0 WALL RENFORCEMENT- f-- (/)1- Z :r: f- 1-0, ijcover WT - WALL TH CKN ESS- f-- (.!) SEE SCHEDULE BELOW. [] ", 2" CLEAR COVER, TYP. f:- t*t RENFORCEMEN \ ANT-FLOTATON LlP-, W-NSDE TYPCAL ALL SDES, ADDTONAL RENF. #4 SEE SCHEDULE BELOW H G AT 6" OC AS REQURED PLAN VEW -!--BOTTOM DETAL AT CORNER W OR L-NSDE :"-V-WALL RENFORCEMENTi--' SEE SCHEDULE BELOW SEE NOTE 14- C/) STANDARD DETALw " BASE SLAB RENFORCEMENT- STORM STRUCTURE SEE SCHEDULE BELOW a:: <1:: NOTES ADDTONAL RENF. #4 2" COVER> G H Si AT 6" OC AS REQURED FE - BASE SLAB THCKNESS--,.. SEE SCHEDULE BELOW 1-1- V SLAB ROW G AND H, AND W-l L 2" COVER: PRE-CAST 3" COVER: CAST -N-PLACE TYPCAL SECTON SLAB ROW FOR 5', AND 6' MH SLAB ROW SEE DETAL ABOVE W OR L NSDE SCHEDULE WT WALL BASE ANT- WALL RENFORCEMENT SLAB BASE SLAB FLOAT. THKNESS HORZONTAL VERTCAL THKNESS RENFORCEMENT LP 5'x5' 8" 12" OC 12" OC 8" 12" EW N/A 6'x6' 8" 11" OC 12" OC 8" 7" EW N/A G H RENFORCEMENT RENFORCEMENT RENFORCEMENT 7'x7' 8" 8" OC 12" OC 8" 7" OC 12" OC N/A N/A 8'x8' 8" 6" OC 12" OC 10" 7" OC 12" OC N/A N/A 9'x9' 8" 5" OC 12" OC 10" 5" OC 12" OC 3" OC 2" 10'x10' 8" 4" OC 12" OC 10" 5" OC 9-1/2" OC 10" OC 4" 11'x11' 8" 5" OC 12" OC 10" 7" OC 8" OC 1-#8 9" 12'x12' 8" 4" OC 12" OC 10" 5" OC 7" OC 5" OC 9" 13'x13' (3) 10" 7" OC 12" OC 12" 7" OC 8" OC 7" OC 11" 14'x14' (3) 10" 6" OC 12" OC 12" 7" OC 6" OC 10" OC 11" 15'x15' (3) 10" 5" OC 12" OC 12" 5" OC 8" OC 5" OC 15" 16'x16' (3) 10" 4-1/2" OC 12" OC 12" 5" OC 7" OC 5" OC 15" 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. FOR MANHOLES NOT LSTED, USE RENFORCEMENT, WALL, AND BASE SLAB THCKNESS FOR LONGER DMENSON. 3. SHALL BE CAST -N-PLACE WHEN SZE EXCEEDS 12' OVERALL DMENSON. C T Y S T A N 0 A R 0 S REVSONS TYPE V MANHOLE BY ftc SWB 06/02 BASE AND WALL DETAL SWB ENGNEERNG DEPARTMENT : JUNE 2001 CTY of ST. PETERSBURG.8 SCALE: N.T.S. DRECTOR S40-32

119 CA TCH BASN SLAB OR WNG COVER SLAB 24" THROAT NVERT TYPE "A" CURS PAVEMENT WARPAGE AT BASN AND WNGS, SEE STANDARD DETAL CATCH BASN FLOW LNE TRANSTONS TYPCAL PAVEMENT SLOPE TYPCAL CURB BOTTOM 2 #4 RENFORCEMENT BARS, FOR THE LMTS OF THE PAVEMENT FLOWLNE WARPAGE WARP CURB AT BASN AND WNG, SEE STANDARD DETAL- CATCH BASN FLOW LNE TRANSTONS CA TCH BASN SLAB OR WNG COVER SLAB THROAT NVERT --- CENTERLNE OF CURB TYPCAL CURB BOTTOM CA TCH BASN SLAB OR WNG COVER SLAB THROAT NVERT TYPE "s" CURS 2 #4 RENFORCEMENT BARS, FOR THE LMTS OF THE PAVEMENT FLOWLNE WARPAGE WARP CURB AT BASN AND WNG, SEE STANDARD DETAL- CATCH BASN FLOW LNE TRANSTONS FLOW LNE TYPCAL CURB BOTTOM NOTE: 1. BOC=BACK OF CURB. REVSONS BY SWB 06/98 CT Y. CD TYPE "0" CURS 2 #4 RENFORCEMENT BARS, FOR THE LMTS OF THE PAVEMENT FLOWLNE WARPAGE WARP CURB AT BASN AND WNG, SEE STANDARD DETAL- CATCH BASN FLOW LNE TRANSTONS S TAN DAR D S CATCH BASN THROAT CONFGURATON DETAL SWB 06/01 ENGNEERNG DEPARTMENT : MARCH 1993 SWB 06/02 CTY of ST. PETERSBURG B.z!1 SWB SCALE: N.T.S. DRECTOR S40-44

120 RADAL FLOW NDUCTOR, TYPCAL W/o WNG(S) TYPE "A" NOTE: * RESDENTAL ROADWAYS ONLY. NOT ALLOWABLE FOR MAJOR AND/OR SECONDARY ARTERAL ROADWAY(S) UNLESS CLEAR LANE WDTH OF 10' OR MORE. RADAL FLOW NDUCTOR, TYPCAL w/o WNG(S) TYPE "B" CURB w/wng(s) RADAL FLOW NDUCTOR, REVSONS BY W/O WNG(S) SWB 06/98 SWB 06/01 SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. TYPE "D" CURB w/wng(s) S TAN DAR D S CATCH BASN FLOW LNE TRANSTONS DETAL t3,l1b DRECTOR : MARCH 1993 S40-45

121 CAST N PLACE TYPE "A" CURB AND THROAT SEE NOTES BELOW FOR CATCH BASN AND WNG STRUCTURE SZES GRANTE CURB 6" RAD, TYPCAL GRANTE CURB OMT RADAL FLOW NDUCTOR FROM CATCH BASNS WTH WNGS GRANTE CURB N BACKGROUND ROADWAY 5" THROAT WARP PAVEMENT AT BASN J CAST-N-PLACE TYPE A CURB, W/ 2-#4 RENFORCEMENT BARS PLAN } TYPE TYPE OR -M PREFORMED BTUMNOUS JONT SEALNG COMPOUND BETWEEN BASN COVER SLAB, WNG COVER SLAB, AND WALL PRECAST CATCH BASNS, UPPER 24" SHALL BE CAST -N-PLACE BENCH SLOPE LATERAL STORM DRAN.J,.:::::o::::::::a::::"'- r COMPACTED SUBGRADE, OR, 4" CONCRETE MAT, OR 6" COARSE AGGREGATE, AS ORDERED SECTON A-A SAW CUT CURB TO FT FLUSH WTH THROAT (TYP. BOTH SDES) CAST -N-PLACE TYPE A CURB CAST -N-PLACE TYPE A CURB wlo WNGS W/WNGS 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. SEE STANDARD DETAL-CATCH BASN FLOWLNE TRANSTONS. 3. FOR PLAN OF CROSS SECTONS, SEE STANDARD DETAL-CATCH BASNS PLAN VEW. 4. FOR WNG AND COVER SECTONS, SEE STANDARD DETAL-TYPCAL WNG SECTONS. 5. SLOPE BASN AND WNG COVER 1/4" TO 1 /2" PER FOOT. COVER TO MATCH SLOPE F N SDEWALK. REVSONS BY SWB 06/01 SWB 06/02 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S CATCH BASN AT GRANTE CURB TRANSTON DETAL : SEPT DRECTOR S40-47

122 4" SPLLWAY, SLOPE BOTTOM AS SHOWN NON-SHRNK GROUT, TYP. OUTFALL PPE TO BE FLUSH WTH NSDE OF EX. CONDUT EXSTNG CONDUT r ' N J '-f CAST -N-PLACE OR BRCK CA TCH BASN RSER, TYP. #4 6" OC., CONDUT ::-.-...".. OMT WTH BRCK OVERT /// "'- "- j 8" / ( ( ( :--... TYPCAL SECTON VEW :mlt=l;; \ --PrmT llttl-! \ - - #4 6" OC-EW., MAX. OUTFALL PPE, SEE SCHEDULE CORE DRLL EX. CONDUT MN. 1" TO 1-1/2" MAX. LARGER THAN OUTFALL PPE ALL RENFORCEMENT TO HAVE 2" OF COVER CATCH BASN RSER,""',.-R FOUNDATON LMTS \ \ ltt::le /. -." "'--- #4 6" OC., _\ \ -- - ( - -- OMT WTH BRCK EXSTNG CONDUT \ \ lj::f-te " '/ " OUTFALL PPE, SEE SCHEDULE \ - 1i1...!Wt l14lfl -= #4 6 OC-EW., MAX. 1Ej;1E -.-:;..., 4" SPLLWAY, SLOPE BOTTOM \ E tr:]jj :]:trt.jj. AS SHOWN \,- EX. CONDUT AS REQURED. MANTAN \ PROPER CATCH BASN CURB ALGNMENT TYPCAL SECTON VEW EXSTNG CONDUT S C H E D U L E ALLOWABLE OUTFALL PPE SZE'S PER WDTH OF CATCH BASN 2'-8" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" ELLPTCAL N/A NjA N/A N/A N/A N/A 12" TO 27" N/A N/A N/A N/A N/A N/A 30" 15" 15" 15" 15" 15" 15" 36" 15" TO 18" 15" TO 18" 15" TO 18" 15" TO 18" 15" TO 18" 15" TO 18" 42" 15" TO 18" 15" TO 21" 15" TO 21" 15" TO 21" 15" TO 21" 15" TO 21" 48" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 24" 15" TO 24" 54" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 27" 15" TO 27" 60" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO 30" 66" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO 30" 72" 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO' BOX CULVERT 15" TO 18" 15" TO 24" 15" TO 24" 15" TO 27" 15" TO 30" 15" TO 36" NOTE: THS APPLCATON S ALLOWED ONLY WHEN THE EXSTNG CONDUT HAS 5' OR LESS COVER AND/OR WHEN A STANDARD CATCH BASN WLL BE N CONFLCT WTH AN EXSTNG UTLTY. REVSONS C T Y BY 1!l[ 1 1 \ 1 OFFSET ] ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG S T A N 0 A R 0 S CATCH BASN CONNECTON TO EXSTNG CONDUT DETAL - SCALE: N.T.S. DRECTOR : SEPT S40-49

123 Ol J. BELOW AL TERNA TE WNG LOCATON 'ol Llol TYPE TYPE -M TYPE -M2 OTE J. BELOW 1 AL TERNA TE WNG LOCATON 'ol Liol TYPE TYPE -M TYPE -M2 to 1 S SEE NOTE 3, BELOW AL TERNA TE WNG LOCATON ' 101 L 101 TYPE TYPE -M TYPE -M2 S SEE NOTE 3, BELOW to TYPE V TYPE V-M TYPE V-M2 AL TERNA TE WNG LOCATON ' 101 L 101 SSEE NOTE 3, BELOW ALTERNATE WNG LOCATON to ' 1 0 '---/..J J.1_O..J l TYPE V TYPE V-M TYPE V-M2 STANDARD CATCH BASN TYPES "_",.c.;j_--/7 BASN COVER SLAB, W/O WNG ----_"" BASN COVER SLAB, W/ WNG ---+-_" THROAT PTCH ::;:=:::::;r ACCESS OPENNG-SEE STANDARD DETAL- MANHOLE RNG AND COVER CASTNG, TYPE CONLY \--- WNG COVER SLAB 1-1/2" BEVEL WNG THROAT.,E==-:!!!!M't--- SEE NOTE 14 WNG SHELF TYPCAL ASSEMBLY OF UPPER COMPONENTS 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. ALL BASN AND WNG COVERS SHALL BE REMOVABLE. EDGES AND SEAMS SHALL NOT BE GROUTED. 3. ACCESS OPENNG SHALL BE REQURED AT EACH CATCH BASN STRUCTURE. STRUCTURES WTH MULTPLE COVERS, ACCESS OPENNG SHALL BE ALGNED WTH CENTER LNE OF THE LARGEST PPE N STRUCTURE. 4. PRE-CAST CATCH BASNS, UPPER 24" SHALL BE CAST N PLACE. 5. SEE STANDARD DETAL-CATCH BASNS PLAN VEW. 6. SEE STANDARD DETAL-TYPCAL CATCH BASN SECTONS. 7. SEE STANDARD DETAL-CATCH BASN BASE AND WALL 8. SEE STANDARD DETAL-CATCH BASN COVER SLAB RENFORCNG PLAN VEW. 9. SEE STANDARD DETAL-CATCH BASN COVER SLAB SECTONS AND RENFORCNG. 10. SEE STANDARD DETAL-TYPCAL WNG ASSEMBLY. 11. SEE STANDARD DETAL-TYPCAL WNG SHELF SECTONS. 12. SEE STANDARD DETAL-WNG COVER SLAB SECTONS AND RENFORCNG. 13. SEE STANDARD DETAL-CATCH BASN THROAT CONFGURATON. 14. S- REFERENCE PONT=NTERFACE BETWEEN WNG COVER AND WNG SHELF AT THE FACE. REVSONS BY SWB 06/98 c T Y S TAN DAR D S!lC SWB 06/01 ENGNEERNG DEPARTMENT SWB 06/02 CTY of ST. PETERSBURG SWB SCALE: N.T.S. CATCH BASN GENERAL DETAL f3. DRECTOR : MARCH 1993 S40-50

124 SECTON VEW KEY 1-1/2" BEVEL", r- t /-/ "- "" o 1 / /.t CONCRETE""\. 1 J in { '0 10 /./ PER"\ f- L.L,- t '-6" j81 3' -6" 18" =J - 4'-10" r-- TYPE 9'-0" TYPE -M 13'-2" TYPE -M2 TYPE PLAN 1. FOR SECTON VEWS: A-A AND B-B, SEE STANDARD (TYPE Hoi SHOWN) DETAL-TYPCAL CATCH BASN SECTONS. T 2. FOR SECTON VEWS: C-C, D-D, AND E-E, SEE / / 1-1/2" BEVEL.- rl STANDARD DETAL-TYPCAL WNG SHELF SECTONS. / / CONCRETE"\ / / L{ PE_RS: --/B". 3' -6" "91"". 3'-6" " 3'-6" B"5 TYPE : 13'-2". TYPE -M.. 17'-4" : TYPE -M2 TYPE PLAN (TYPE HA SHOWN) // / 1-1/2" BEVEL- r // /CONCRETE \. / PERS L.L -- id"1 3'-6" R" 3'-6" 1R1 3'-6" 18 3' " 1"'..,. "13'-2" TYPE 17' '-6" TYPE PLAN (TYPE -t. SHOWN) 10" RSER WALL BELOW - ' /./;>'-j 1-1/2 6 BEVEL - T // CONCRETE \.- \ / PERS, L.L \ \.\ -- lo,t 3'-6" 10"1 3'-6" -ro;t= 3'-6" '8"1 3'-6" JB 3'-6" B6 --'" -- to ;:"'-'4' 1 0 TYPE -M TYPE -M2 - - TYPE V 21'-6 6 TYPE V-M 1-- -=-==25':7-B::::":_:_:_: TYPE V-M2 TYPE V PLAN 10" RSER WALL BELOW (TYPE V-t. SHOWN) _ \1 / // 1-1/2" BEVEL- r' / CONCRETE \. \. L{! " T-' PERS -,"r T REVSONS BY SWB 09/00 SWB 06/01 SWB 06/02 SWB _81. 3'-6" B"C 3'-6".]a1. 3'-6".'1St. 3'-6" :]81.. 3'-6".Ta' 3'-6" B" C T Y 21'-6" - TYPE V 25' -8" TYPE V-M 29'-10" TYPE V-M2 TYPE V PLAN (TYPE V-t. SHOWN) S TAN DAR D S CAST -N-PLACE PORTON 7K. OF TYPE,,, V, AND V CATCH BASNS PLAN DETAL \ ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N,T.S. 8 tj:kc- DRECTOR : MARCH 1993 S40-51

125 TOP OF CURB FLOW LlNE SEE NOTE 2 \, r ACCESS, SEE STANDARD DETAL-MAN H OLE RNG AND COVER CASTNG SEE NOTE 2 r- FLOW LNE " " - " - PRECAST CATCH BASNS,- L UPPER 24" SHALL BE 1 1/2" BEVEL J CAST -N-PLACE r <D D/2 BENCH SLOPE J - t-- COMPACTED SUBGRADE, OR 4" CONCRETE MAT, OR TYPE,, OR TYPE V OR V 6" COARSE AGGREGATE, AS ORDERED SECTON A-A J== FNAL 24" CAST -N-PLACE, FNAL 24" CAST -N-PLACE, 8" THCK RSER WALL 8" THCK RSER WALL 8" RSER WALL y.. 10" RSER WALL ) TYPE,, OR TYPE V OR V WALL TRANSTON SECTON 5" THROAT SEE NOTE 7 PREFORMED BTUMNOUS JONT SEALNG COMPOUND BETWEEN BASN COVER ROADWAY y1... SLAB, WNG COVER SLAB, AND WALL WARP CURB AT BASN r---f'-=-! ENCH LA TERAL STORM DRAN SLOPE W r l.r-- < TYPE,, OR TYPE V OR V SECTON FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. FOR SZES AND RENFORCNG, SEE STANDARD DETAL-TYPE THRU V CATCH BASN BASE AND WALL. 3. SEE STANDARD DETAL-CATCH BASN FLOWLNE TRANSTONS. 4. FOR PLAN OF CROSS SECTONS, SEE STANDARD DETAL-CATCH BASNS PLAN VEW. 5. FOR WNG COVER SECTONS-SEE STANDARD DETAL-WNG COVER SLAB SECTONS AND RENFORCNG. 6. FOR WNG SHELF SECTONS-SEE STANDARD DETAL-TYPCAL WNG SHELF SECTONS. 7. SLOPE BASN AND WNG COVER 1/4" TO 1 /2" PER FOOT. COVERS TO MATCH SLOPE F N SDEWALK. C T Y S T A N D A R D S REVSONS TYPE THRU V BY ll:" TYPCAL CATCH BASN SWB 09/00 "1 SECTONS DETAL SWB 06/01 : MARCH ENGNEERNG DEPARTMENT 1993 SWB 06/02 CTY of ST. PETERSBURG. SWB SCALE: N.T.S. S40-52A DRECTOR

126 w o!!:(fj z --+++[>- BASE SLAB RENFORCEMENT,-< SEE SCHEDULE BELOW,J...t-4 w o!!:(fj z L L NSDE NSDE TYPE,, OR PLAN VEW TYPE V OR V F-HOZ. AND F VERT. RENF. ONLY --=C t j'f-hoz. ANa F VERT. RENF FNAL 24" CAST -N-PLACE, "" -- FNAL 24" CAST -N-PLACE, 8" THCK RSER WALL 8" THCK RSER WALL 8" RSER WALL..,lJr 10" RSER WALL TYPE,, OR TYPE V OR V WALL TRANSTON SECTON. ]'F-HOZONTAL' SEE BELOW F-HOZONTAL, SEE BELOW -----""Tld l F-VERTCAL, SEE BELOW F-VERTCAL, SEE BELOW > 1. r OF-HORZONTAL, SEE BELOW, rl ' OF-VERTCAL, SEE BELOW BASE SLA BRE N FORCEM EN T, -'j-:.:::oot--i;!:;::::;=t:::;.==:;:l::r-----"!-m BASE SLAB REN FORCEM EN T, SEE SCHEDULE BELOW + SEE SCHEDULE BELOW TYPE,, OR TYPCAL SECTON TYPE V OR V ONLY CATCH BASN TYPE V V V V WDTH NSDE WT LENGTH WALL NSDE THKNSS 2'-8" 3'-6" 8" 2'-8" TO 5'-0" 3'-6" 8" 2' -8" TO 5'-0" 4'-0" 8" 2' -8" TO 5'-0" 4'-6" 8" 2'-8" TO 5'-0" 5'-0" 8" 2'-8" 7'-8" 8" 2'-8" TO 5'-0" 7'-8" 8" 2'-8" 11'-10" 8" 2'-8" TO 5'-0" 11'-10" 8" 2'-8" 16'-0" 10" 2'-8" TO 5'-0" 16'-0" 10" 2'-8" 20'-2" 10" 2'-8" TO 5'-0" 20'-2" 10" S C H E 0 U L E OF HORZ. N/A N/A N/A N/A N/A N/A N/A N/A N/A 7" 7" 7" 7" WALL RENFORCEMENT F HORZ. 12" 12" 12" 12" 12" 6" 6" 4" 4" 7" 7" 5" 5" OF VERTCAL N/A N/A N/A N/A N/A N/A N/A N/A N/A 8" 8" 8" 8" F VERTCAL 12" 12" 12" 12" 12" 12" 12" 12" 12" 8" 8" 8" 8" 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. PROVDE 2" CLEARANCE FROM CONCRETE FACE TO RENFORCEMENT N ALL LOCATONS. REVSONS BY C T Y ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R D S BASE SLAB THKNSS 8" 8" 8" 8" 8" 8" 8" 8" 8" 10" 10" 10" 10" BASE SLAB RENF 9" EW 9" EW 12" EW 12" EW 12" EW 12" EW 12" EW 9" EW 9" EW 9" EW 9" EW 9" EW 9" EW TYPE THRU V CATCH BASN BASE AND WALL DETAL DA TE: MARCH 2006 B.dL DRECTOR S40-52B

127 r--.. F F TOP BOTTOM BOTTOM TOP #4 BARS #7 BARS #7 BARS #4 BARS \, G G G G l l j 21 c,<v (/) j 00::: 0> f-«(l <v«:- f-ed OeD f- o-0 (j,?-0 0 t edl t c5<. '---- '-- SEE NOTE 6.. COVER SLAB WLMANHOLE F '-- SEE NOTE 6 CA TCH BASN TYPE TYPE TYPE -M TYPE -M2 TYPE TYPE -M TYPE -M2 TYPE TYPE -M TYPE -M2 TYPE V TYPE V-M TYPE V-M2 TYPE V TYPE V-M TYPE V-M2 NOSNG ANCHOR- #3 15" OC, WTH HOOKED END f S C H E D U L E.. F COVER SLAB WLO MANHOLE COVER SLAB QUANTTY AND WDTH 4'-10" 4'-6" 4'-2" 4'-6" 4'-6" 4'-2" 4'-2" 4'-6", 4'-2" 4'-6", 4'-2" 4'-2" 4'-6", 4'-2" 4'-6", 4'-2" 4'-2" 4'-6", 4'-2" 4'-6", 4'-2" 4'-2" 9" NOSNG, SEE NOTES 5 AND 6, BELOW TYPCAL NOSNG CHANNEL DETAL 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. ACCESS SHALL BE TYPE C. SEE STANDARD DETAL-MANHOLE RNG AND COVER CASTNG. 3. RENFORCEMENT SHOWN S FOR STANDARD SZES SHOWN. MANTAN RENFORCMENT SZE, SPACNG, AND ADD ADDTONAL BARS FOR MODFED STRUCTURES. 4. FOR RENFORCEMENT PLACEMENT AND SECTON VEWS F-F, G-G,-SEE STANDARD DETAL-CATCH BASN COVER SLAB SECTONS AND RENFORCNG. 5. NOSNG S ASSEMBLED FROM 3" [4.1 W /END CLOSURES OF 1/4" PLATE, GRND ALL EDGES. NOSNG ASSEMBL Y SHALL BE GALVANZED AFTER FABRCATON. 6. NOSNG SHALL BE USED WHERE SHOWN ON THE PLANS OR WHEN BASN S N CURB RAD. REVSONS C T Y S T A N D A R D S CATCH BASN COVER SLAB BY ll:. SWB 06/01 RENFORCNG PLAN VEW DETAL SWB 06/02 ENGNEERNG DEPARTMENT : MARCH 1993 SWB 06/04 CTY of ST. PETERSBURG /3.lJ SWB SCALE: N.T.S. DRECTOR S40-53

128 2'-1" : oo.- 4'-0" r.-.. (OE:EN.. : s ==2=':;:-=O'=' ='t.==2='-:;:0="=4!/' LL NOT REQURED) d, 1-1/2'rl:rl.. 1-1/2" 9-1/2" 6-1/2" TYPCAL SECTON F -F 4'-6" TOC ELEVATON, SEE CONSTRUCTON PLAN 4'-2" 2'-5" 2'-1" 2'-1" ACCESS 00. ACCESS :... (OMT WHEN.. : t t :... (OMT WHEN.. : NOT REQURED) /,ti==::1====::::::=== NOT REQURED).. 14" /2" 1-1/ t1j 1-1/2"...17'il.. 1-1/ 2" 1-1/ (FOR TYPES: -M,, -M, (FOR TYPES: -M2, -M, -M2,, -M,, -M, V, V-M, V, V-M) 4'-10" -M2, V, VM, V-M2, V, V-M, V-M2) _... t 2'-5" 2'-5" THS SECTON V ALSO BE MRRORED :.. ACCESS.. : n W / 2" 1-1/ t1j-.;1-1/2.. (FOR TYPE: ONLY) TYPCAL SECTONS OF G-G 5-3/8" EACH \! 1-7/8" EACH 6" 6" 6" 2" 2" t--t :1/2" RAD 1 A_A C CE SS-O pen N G ,.. 4-3/8", 1-3/4" EACH!( 1-7/8" TYPCAL SECTON F-F 5-3/8" EACH \ / /8" EACH 6" 6" 6" 2".1 2" ""-" ".-.".--J}-#7 BARS/EW i P-- #4 BARS/EW ACCESS OPENNG 1! 6" 6" APPLCABLE HALF SECTON VEW FOR APPLCABLE HALF SECTON VEW FOR THOSE COVERS WTH 4" BEARNG ON WALL THOSE COVERS WTH 8" BEARNG ON WALL TYPCAL HALF SECTON G-G (SEE APPUCABLE SEC1l0N FROM ABOVE) 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. RENFORCEMENT SHOWN S FOR STANDARD SZES SHOWN. MANTAN RENFORCEMENT SZE AND SPACNG, AND ADD ADDTONAL BARS FOR MODFED STRUCTURES. 3. FOR PLAN VEWS, SEE STANDARD DETAL-CATCH BASN COVER SLAB RENFORCNG PLAN VEW. REVSONS BY SWB 06/98 SWB 06/01 SWB 06/02 SWB C T Y fll:. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S CA TCH BASN COVER SLAB SECTONS AND RENFORCNG DETAL f3!jl DRECTOR : MARCH 1993 S40-54

129 CONCRETE PER FRONT CATCH BASN WALL ----il EDGE OF BASN/WNG COVER WNG SHELF WALL -- 1/2",- BEVEL SEE NOTE 2... BACK OF CURB _------i RADAL FLOW TYPE B CURB SHOWN, TYPCAL NDUCTOR WARPNG FOR ALL CURB TYPES. - FLOW SEE NOTE 2 FLOW LNE - _ WARP CURB AT THROAT AREA.. ROADWAY EXPANSON JONT TYPCAL PLAN VEW WNG COVER SLAB CA TCH BASN COVER SLAB EDGE OF BASN/WNG COVER -=-=-:::::======:::;-;-----=4 TOP OF CURB PRECAST CATCH BASNS, UPPER 24" SHALL BE CAST -N-PLACE REAR CATCH BASN WALL --tl-..l----f.!- TYPE,, AND RSER TYPE V AND V RSER.. 1:_ l..vjl WNG SHELF FLOW LNE WARP/DROP CURB EXPANSON JONT TYPCAL ELEVATON VEW 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. SEE STANDARD DETALS-CATCH BASN FLOWLNE TRANSTONS AND CATCH BASN THROAT CONFGURATON. 3. COMPENSATE FOR BASN COVER AND WNG, PTCH, AND SLOPE AS REQURED. 4. SLOPE CATCH BASN COVER SLAB AND WNG COVER SLAB 1/4" TO 1 /2" PER FOOT. COVERS TO MATCH SLOPE F N SDEWALK. 5. S- REFERENCE PONT=NTERFACE BETWEEN WNG COVER AND WNG SHELF AT THE FACE. REVSONS BY SWB 06/02 SWB CT Y fl ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TYPCAL WNG ASSEMBLY DETAL : JUNE 2001 DREctOR S40-55

130 BASN COVER _ WNCOVER0T;OART. TOP OF CURB 1-1/2" BEVEL --: =roh,,+. L...l- to A-- -::1.:::.1 \.J/f SEE NOTE 6 \.J/f l7 r t _ : -,... to "- 1 v - 8" 3'-6" 8" "'-- 6" OC/EW, PLACE 4' -10" N MDDLE OF SLAB AND WALLS SECTON C-C r- 1" TO 2"*, SEE NOTE 4 WNG COVER TOP OF CURB '..L-+-_ *=MNMUM DMENSON, FELD ADJUST AS REQURED, SEE NOTE THROATVERT 5fQ4-' : /2" BEVEL : 00 ()') 6\ '" j r--r-"'\.j/f ' 00 OJ l' * -... N!"""tb RENFORCEMENT th TO ROADWAY --t SECTON 0-0 6" OC/EW, PLACE WNG COVER N MDDLE OF SLAB AND WALLS / THROAT NVERT r- 1" TO 2"*, SEE NOTE 4 1 0" TOP OF CURB r - ;';2;-BL TJ-:,-,---r-"' 1 N S t") -,...to L-========,.6" TYPCAL!" N l 8" 2' -8" 8" N -t----=---'---j---j"" 4'-0" l{) t") f ' j ' TO ROADWAY ---- SECTON E-E 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. SEE STANDARD DETALS-CATCH BASN FLOWLNE TRANSTONS AND CATCH BASN THROAT CONFGURATON. 3. FOR SECTON PLAN VEW, SEE STANDARD DETAL-CATCH BASN PLAN VEW. 4. COMPENSATE FOR BASN COVER AND WNG, PTCH, AND SLOPE AS REQURED. 5. SLOPE BASN AND WNG COVER 1/4" TO 1 /2" PER FOOT. COVERS TO MATCH SLOPE F N SDEWALK. 6. S- REFERENCE PONT=NTERFACE BETWEEN WNG COVER AND WNG SHELF AT THE FACE. REVSONS BY SWB 06/02 SWB C T Y ll:. ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TYPCAL WNG SHELF SECTONS DETAL : JUNE 2001 DRECTOR S40-56

131 r: - ro - E r-.. ADDTONAL #4 BAR C t - C " 3" COVER )- SEE NOTE 2 E SEE NOTE 2 BOTTOM RENFORCEMENT -#7 E!W TOP RENFORCEMENT -#4 E!W " 4'-6" - " 4'-0", :... " i"- - t ro[l[ :J=t3 ro[ll /1-1-1/2"C4" /2" 1-1/2"_1-1.. TYPCAL SECTON C-C f-- N 2" 8 t1-1/ 2" 1-1/2"11 J:" rl.. 1-1/ 2" SS TYPCAL SECTON E-E 6" 6" 6" 6" 6" 6" J J J J 1-7/8" EACH 2" - <.0 0'> '/2"RAD" N f-- 4-3/8" '"./ 1-3/4" EACH 1-7/8" TYPCAL SECTON E-E 2-3/8" EACH \ \ \ \ \ 6" 6" 6" 6" 6" 6" 2" 2" -'- = f-- N,,,,,,,,,,, F-f- #4 BARS/EW,,,,,,,,, ' ']- f- #7 BARS/EW f--'-- "'\. 6" 6" TYPCAL SECTON C-C 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. NOSNG SHALL BE USED WHERE SHOWN ON THE PLANS OR WHEN BASN S N CURB RAD. 3. RENFORCEMENT SHOWN S FOR STANDARD SZES SHOWN. MANTAN RENFORCMENT SZE, AND SPACNG, AND ADD ADDTONAL BARS FOR MODFED STRUCTURES. REVSONS C T Y S T A N 0 A R D S WNG COVER SLAB BY SECTONS ll. SWB 06/02 AND RENFORCNG DETAL SWB ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. L3.,{lL DRECTOR : JUNE 2001 S40-57

132 Ul (") >1 r OZ =;9 -<z o -;u UlZ C) in o. M ;U» Ul;U CD-f C;S:: ;U C)Z -f > 'tj 'tj ::0 0 1Rl :s: Ul 0 z O/OUl V >... --f o T Ol 0».. --., 0 --., m-<»lj (J)'l =E > 0 r.l (J)z 'l --.,..f::.. 0 '-» c z T r (J1 N <Xl 0 0» N Z(J) () -< (J)» z o» ;0 o (J) 0..: >- f- a) U ll.. 0 J 4'-0" j REAR RADUS PONT FRONT RADUS PONT-+,aJ NOTE: 7-7/8".1 -- T 7-5 FOR NOTES AND SECTON VEWS B-B AND C-C, 7'-4" : SEE STANDARD DETAL-TYPE S- AND TYPE S- SECTON VEWS B". 3'-0" 3'-0".B" ADDTONAL RENF.- 3" OC, TYP. 1-1/2" ADDTONAL #5 BAR N TOP OF TOP SLAB -1 3" COVER 0 A WNG WALL RENFORCEMENT - _,. () / 6" OC 6" SUPPORT POST WTH 2-#5 REBAR -j " 6'-0" 8" 6'-0" 7'-1 RADAL FLOW 7'-4" 15'-4" NDUCTOR r r BENCH SLOPE 22'-8" TYPCAL PLAN VEW WTH 2" CONCRETE COVER dl: A --- 2'-0" SHELF + ;:11. LMTS OFt PAVEMENT WARAGE- TYPE A URB ONLY, SEE rtandard DETAL- CA TCH BrSN FLOW LNE r RANSTONS 1-1/2" BEVEL TOP OF CURB\ SEE NOTE 3 6" SUPPORT POST \ 6" THROAT FLOW LlNE1 SEE NOTE 3,...., WTH 2-#5 REBAR SHELF '" #? RENF. '\ "..., SECTON A-A -eg" i

133 (J) (') r >1 OZ o """;u s; (J) 0 Z a Ol lol(j) VJ > : "1J (J);U ;U» OJ- CS: ;U G)Z - > "'t "'t :;;c 0 o m» :f. -/ 0 :1:-/ rn-<»"""0 (J)rrl > r.l 0 (f)z rrl -/ 0 '--» c Z f'tl (.J1 N ex:> 0 0 rn N z(j) o -l -< (J) NOTE: FOR NOTES AND SECTON VEWS B-B AND C-C, SEE STANDARD DETAL-TYPE S- AND TYPE S- SECTON VEWS f- a:i 0:: ()..a... o aj REAR RADUS PONT FRONT RADUS PONT 1--+ A en 17::,' 6" SUPPORT POST.. WTH 2-#5 REBAR 8" WALLS PC,T,, [ 4'-0" \ ' l» RADAL FLOW NDUCTOR z o» :::0 o (J) [ L " 1 SEE NOTE 3 CAST -N-PLACE THE STRUCTURE ABOVE THS LNE t,w -4 4'-6" PT 1 _- 6'-0" :JlL EE NOTE 4.._ -+ 0 _ 181 6'-6" - 6'-6" - r=-o"+ 3'-4" \ 7'-4" 23"-4" BENCH SLOPE 30'-8" TYPCAL PLAN VEW r 1-1/2" BEVEL 6" SUPPORT POST \ WTH 2-#5 REBAR '\ -- FLOW J1J. 6" t,... \- -l- ro '-WNG SLAB RENFORCEMENT 6" OC WTH 2" CONCRETE COVER SECTON A-A GE- TYPE A CURB ONLY, SEE STANDARD DETAL CATCH BAflN FLOW LNE T,ANSTONS TOP OF CURB 6" THROAT FLOW LNE SEE NOTE 3 113" DROP SHELF # RENF., i"' \ " "' j

134 TOP SLAB RENFORCEMENT- 2 6" OC/EW STAGGER MATS AS SHOWN WTH 2" CONCRETE COVER, TYP. -- ACCESS-SEE STANDARD DETAL MANHOLE RNG AND COVER CASTNG, TYPE D ONLY PAVEMENT 1-1/2" BEVEL SEE THROAT VEW DETALS, BELOW WALL RENFORCEMENT 12" OC-HORZ., 12" OC-VERT., WTH 2" CONCRETE COVER BENCH SLOPE SEE NOTE 4!mm--COMPACTED SUBGRADE, OR BASE SLAB RENFORCEMENT " 4" CONCRETE MAT, OR 9" OC 6" COARSE AGGREGATE, WTH 2" CONCRETE COVER SECTON 8-8 AS ORDERED SHELF ADDTONAL #5, WNG N COVER FNSHED GRADE rot: NOSNG RENFORCEMENT- SHALL BE #5 BAR N THE SAME PLACEMENT AS SHOWN ON CTY STANDARD-CATCH BASN COVER SLAB AND RE FORCNG PAVEMENT 0:: 1- SUPPORT POST - 6" PVC, SCH. 40 MN., <t: WTH 2-#5 BAR, HOOKED AS SHOWN, > <D FLL POST WTH CONCRETE 2-#5 BAR, CONTNOUS, TYPCAL WNG SLAB RENFORCEMENT 6" OC, WTH 2" CONCRETE COVER (FROM TOP) SECTON THROAT RENFORCEMEN T- 6" OC/EW, TYP. WTH 2" CONCRETE COVER C-C WARP PAVEMENT AT BAS7N AND WNG THROAT 24" BOC PAVEMENT FLOW LNE BOC PAVEMENT FLOW LNE BOC THROAT- THROA T k;:: THROAT:f NVERT NVERT NVERT - TYPE A CURB TYPE B CURB TYPE D CURB THROAT VEWS 1. FOR GENERAL NOTES, SEE STANDARD DETAL-STORM STRUCTURE NOTES. 2. FOR PLAN VEW-SEE STANDARD DETAL-TYPE S- OR TYPE S- CATCH BASN. 3. SEE STANDARD DETAL-CATCH BASN FLOWLNE TRANSTONS. 4. OUTLET PPE-MAXMUM SZES: 54", 34"x53", AND 4'-0" SPAN. 5. SLOPE TOP OF BASN AND WNG 1/4" TO 1 /2" PER FOOT TO MATCH SLOPE OF EXSTNG SDEWALK. REVSONS BY SWB CT Y ll _E_N_G_N_E_ER NG S TAN DAR D S TYPE S- SECTON D_EP_A_R_T_M_EN_T-- J_ -8. CTY of ST. PETERSBURG \,Vl-(/JlM) t::..j SCALE: N. T.S. DRECTOR AND TYPE S- VEWS DETAL : JUNE 2002 S40-59

135 A A SLOPE 1/2" PER FOOT m PLAN VEW SOMETRC VEW FNSHED GRADE 6-#5 AS SHOWN WTH #4 g" OC SLOPE TO MATCH EMBANKMENT ADDTONAL #5 BAR 3" COVER (/) w 0:: 1'-6" 1'-10" 1.- 3'-4" 3" MN. ----=--!.rt+h. SHEET PLNG, SEE NOTE RPRAP AS ORDERED OR SHOWN SECTON A-A COMPACTED SUBGRADE, 4" CONCRETE MAT OR 6" COURSE AGGREGATE, AS ORDERED SECTON ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 2. SHEET PLNG MNMUM REQUREMENTS: SECTON MODULUS=8.6 C/FT OF WALL, THCKNESS=0.25 N., LENGTH=10 FT., EMBEDMENT=3 N., Z OR ARCH SHAPE. 3. ALL RENFORCEMENT: g" ON CENTER EACH WAY WTH 2" CONCRETE COVER MNMUM, 3" CONCRETE COVER WHEN CAST AGANST SOl. 4. #5 DOWEL WTH 3' x 3' g" OC WHEN PPE SZE EXCEEDS 42" DAMETER. CONTNUE DOWELS N THE SDE WALLS UNTL WALL HEGHT S 3'-2". ALSO 1-#5 BAR, HORZONTALLY AT TOP OF ROW. REVSONS BY SWB Og/oo SWB 06/02 SWB 06/04 SWB CT Y ll ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S TYPE H- HEADSTRUCTURE DETAL 13.JJ DRECTOR : MARCH 1993 S40-60

136 A SLOPE 1/2" PER FOOT - A (f) w Ci2 «> m J PLAN VEW SOMETRC VEW to FNSHED GRADE 6-#5 AS SHOWN WTH #4 9" OC SLOPE TO MATCH EMBANKMENT FNSHED GRADE 12" 1'-6" 1'-10" 1-3'-4" 3" MN. ---=- SHEET PLNG, SEE NOTE J COMPACTED SUBGRADE, 4" CONCRETE MAT OR 6" COURSE AGGREGATE, AS ORDERED SECTON A-A SECTON ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 2. SHEET PLNG MNMUM REQUREMENTS: SECTON MODULUS=8.6 C/FT OF WALL, THCKNESS=0.25 N., LENGTH=10 FT., EMBEDMENT=3 N., Z OR ARCH SHAPE. 3. ALL RENFORCEMENT: 9" ON CENTER EACH WAY WTH 2" CONCRETE COVER MNMUM, 3" CONCRETE COVER WHEN CAST AGANST SOL. 4. #5 DOWEL WTH 3' x 3' 9" OC WHEN PPE SZE EXCEEDS 42" RSE. CONTNUE DOWELS N THE SDE WALLS UNTL WALL HEGHT S 3'-2". ALSO 1-#5 BAR, HORZONTALLY AT TOP OF ROW. REVSONS BY SWB 06/02 SWB 06/04 SWB CT Y ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN 0 A R 0 S TYPE H- HEADSTRUCTURE DETAL : SEPT {3. DRECTOR S40-61

137 A SLOPE 1/2" PER FOOT -- A m J PLAN VEW SOMETRC VEW f 12" 1'-6" 1'-10" 1-3'-4" FNSHED GRADE 6-#5 AS SHOWN WTH #4 9" OC SLOPE TO MATCH EMBANKMENT FNSHED GRADE ADDTONAL #5 BAR 3" COVER (f) w :; 3" MN. ----'.- SHEET PLNG, SEE NOTE 2 -- RPRAP AS ORDERED OR SECTON A-A 1 r FNSHED GRADE 1. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER. 2. SHEET PLNG MNMUM REQUREMENTS: SECTON MODULUS=8.6 C/FT OF WALL, THCKNESS N., LENGTH=10 FT., EMBEDMENT=3 N., Z OR ARCH SHAPE. 3. ALL RENFORCEMENT: 9" ON CENTER EACH WAY WTH 2" CONCRETE COVER MNMUM, 3" CONCRETE COVER WHEN CAST AGANST SOL. 4. #5 DOWEL WTH 3' x 3' 9" OC WHEN PPE SZE EXCEEDS 42" RSE. CONTNUE DOWELS N THE SDE WALLS UNTL WALL HEGHT S 3'-2". ALSO 1-#5 BAR, HORZONTALLY AT TOP OF ROW. REVSONS BY SWB 06/02 SWB 06/04 SWB CT Y ill ENGNEERNG DEPARTMENT CTY of ST. PETERSBURG SCALE: N.T.S. S TAN DAR D S... " 6" COMPACTED SUBGRADE, 4" CONCRETE MAT OR 6" COURSE AGGREGATE, AS ORDERED SECTON 8-8 TYPE H- HEADSTRUCTURE DETAL t3. : SEPT DRECTOR S40-62

138 PROPOSED SAND CEMENT RP RAP FOR EROSON PROTECTON A l - 0 w c:: () c:: l- V) 0 «w =0 't + A J PROPOSED OR EXSTNG HEADSTRUCTURE PLAN 10'+/ '0 N 12" SHEET PLNG SECTON A-A 1. ALL EXPOSED EDGES TO HAVE 3/4" CHAMPHER. 2. ALL RENFORCNG STEEL SHALL HAVE 2" CONCRETE COVER MNMUM. REVSONS BY CT Y S T A N 0 A R 0 S r- +- C---O-f-ST-.-P-ETE--RS-B-UR-Gi3. SCALE: N. T.S. DRECTOR CONCRETE SPLASH PAD DETAL SWB 06/02 SWB ENGNEERNG DEPARTMENT : SEPT S40-65

139 DOUBLE GASKET JONT (PROR TO PULL-UP) UBBER GASKET (FLAT TYPE) RUBBER GASKET JONT (PROR TO PULL-UP) FLJ RUBi NTERNAL GASKET JONT R GAs'll" (ROUND TYPE) t} BELL AND SPGOT JONT (PROR TO PULL-UP) BOX CULVERT (TONGUE AND GROOVE JONT) ELLPTCAL PPE (TONGUE AND GROOVE JONT) EXTERNAL JONT SEALNG BAND OVERLAP FABRC ON ROUND PPE wi BELL (BELL AND SPGOT JONT) KEEP BAND SNUG AT BELL AREA JON T -mt;r:l;:t:rf KEEP WRAP SNUG AT BELL AREA "'N:N::N:1li!lD-l::!\' ROUND PPE (TONGUE AND GROOVE JONT) ELLPTCAL PPE (TONGUE AND GROOVE JONT) FLTER FABRC WRAP ROUND PPE W BELL (BELL AND SPGOT JONT) 1. ALL CONDUTS SHALL HAVE AN NTERNAL JONT GASKET CONFORMNG TO ONE OF THE FOLLOWNG: -ROUND PPE: RUBBER GASKET, OR APPROVED EQUAL. -ELLPTCAL PPE: COLD ADHESVE PREFORMED PLASTC GASKET OR RUBBER GASKET, OR APPROVED EQUAL(S). -BOX CULVERT: RUBBER, PLASTC, OR PREFORMED BTUMNOUS JONT SEALNG MATERAL "RAM-NEK", OR APPROVED EQUAL. 2. THE CONTRACTOR SHALL CHOOSE FROM THE MATERALS LSTED BELOW FOR EXTERNAL WRAP OF EACH CONDUT JONT, EXCEPT THE EXTERNAL SEALNG BAND SHALL BE MANDATORY FOR BOX CULVERTS. A. EXTERNAL JONT SEALNG BAND(S) SHALL BE AS LSTED BELOW: -ROUND PPE WTH A BELL TYPE JONT SHALL BE ESKY WRAP (*), OR APPROVED EQUAL. STANDARD 11" WDE BAND, MNMUM OF 2 BANDS PER JONT. -ROUND PPE, ELLPTCAL PPE, AND BOX CULVERT SHALL BE CADLLOC (*) EXTERNAL PPE SEALNG BAND, OR APPROVED EQUAL. MNMUM 13" WDE BAND, CENTERED ON JONT. * DSTRBUTED BY THE UPPER PENNSULA RUBBER COMPANY, NC. B. FLTER FABRC SHALL BE MRAF HO-N, OR APPROVED EQUAL, CENTERED ON JONT. FLTER FABRC SHALL BE SECURED BY STRAPS OR OTHER METHOD APPROVED BY THE MANUFACTURER. 3. ALL TONGUE AND GROOVE, AND BELL AND SPGOT SURFACES ADJACENT TO THE NTERNAL JONT GASKET(S) SHALL HAVE LUBRCANT APPLED AS PER GASKET MANUFACTURES RECOMMENDATONS. REVSONS BY SWB 09/00 SWB 06/02 SWB 06/04 SWB CT Y!lJ:. S TAN DAR D S CONDUT JONT WRAP DETAL ENGNEERNG DEPARTMENT : MARCH 1993 CTY of ST. PETERSBURG SCALE: N.T.S. S40-66