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30 EIGN PECIFICATION: CONCRETE FINIHE: OWEL ETAIL: FOT TRUCTURE MANUAL ATE JANUARY 2014 AN UBEQUENT TRUCTURE EIGN BULLETIN. AMERICAN AOCIATION OF TATE HIGHWAY AN TRANPORTATION OFFICIAL (AAHTO) LRF BRIGE EIGN PECIFICATION (ATE 2012), AN UBEQUENT INTERIM. FINIH IN ACCORANCE WITH THE FOT PECIFICATION UNLE OTHERWIE NOTE. PROVIE ¾" CHAMFER ON ALL EXPOE EGE UNLE OTHERWIE NOTE. IMENION VERIFICATION: NEW CONCRETE EMBEMENT LENGTH LAP LENGTH ½" PREVIOULY PLACE CONCRETE OWEL BAR CONTRUCTION PECIFICATION: FLORIA EPARTMENT OF TRANPORTATION, 2015 EIGN TANAR AN REVIE INEX RAWING A APPENE HEREIN, AN 2015 TANAR PECIFICATION FOR ROA AN BRIGE CONTRUCTION, A AMENE BY THE CONTRACT OCUMENT. EIGN METHOOLOGY: NEW COMPONENT HAVE BEEN EIGNE BY LOA REITANCE FACTOR EIGN (LRF) METHO UING TRENGTH, ERVICE, EXTREME EVENT AN FATIGUE LIMIT TATE. RAWING AN IMENION: 1. O NOT CALE RAWING FOR IMENION NOT GIVEN. 2. VERIFY ALL EXITING FIEL CONITION AN IMENION PRIOR TO COMMENCING REPAIR OR ORERING ANY MATERIAL. NOTIFY ENGINEER OF ANY ICREPANCIE FOUN. 3. ALL IMENION ARE IN FEET AN INCHE. ENVIRONMENT: UPERTRUCTURE: EXTREMELY AGGREIVE UBTRUCTURE: EXTREMELY AGGREIVE CONCRETE: ALL CONCRETE HALL CONFORM WITH ECTION 346 OF THE TANAR PECIFICATION. MINIMUM 28-AY CLA COMPREIVE LOCATION TRENGTH (PI) CULVERT, CONFLICT TRUCTURE, JUNCTION IV 5500 CHAMBER, OPEN CHANNEL, & BULKHEA CAP AITIONAL CORROION PROTECTION MEAURE IN THE CLA IV CONCRETE FOR THE BULKHEA CAP AN OPEN CHANNEL HALL INCLUE THE UE OF AMIXTURE. THEE AMIXTURE HALL BE UE IN ACCORANCE WITH ECTION 346 OF THE FOT PECIFICATION AN HALL INCLUE ILICA FUME AN CALCIUM NITRITE. THE QUANTITY OF CEMENTITIOU MATERIAL REPLACE WITH ILICA FUME HALL BE 7% TO 9% BY WEIGHT, AN CALCIUM NITRITE HALL BE AE TO THE CONCRETE MIXTURE PER ECTION OF THE FOT PECIFICATION. CONCRETE COVER: CONCRETE COVER IMENION HOWN IN THE PLAN O NOT INCLUE REINFORCEMENT PLACEMENT AN FABRICATION TOLERANCE UNLE HOWN A A "MINIMUM COVER." EE FOT TANAR PECIFICATION FOR ALLOWABLE REINFORCEMENT PLACEMENT TOLERANCE. UNLE OTHERWIE NOTE, CONCRETE COVER HALL CONFORM TO THE FOLLOWING: UBTRUCTURE: EXTERNAL FORME URFACE: 4 INCHE EXTERNAL URFACE CAT AGAINT EARTH AN URFACE IN CONTACT WITH WATER: 4½ INCHE INTERNAL URFACE: 3 INCHE PRECAT CULVERT: 3 INCHE BULKHEA: 4 INCHE CONTRUCTION JOINT ARE PERMITTE ONLY AT LOCATION PECIFIE IN THE PLAN. AITIONAL CONTRUCTION JOINT OR ALTERATION TO THOE HOWN REQUIRE THE ENGINEER' APPROVAL. UNLE OTHERWIE NOTE, THE IMENION, ELEVATION, AN INTERECTING ANGLE HOWN ARE BAE ON THE INFORMATION A ETAILE IN THE ORIGINAL CONTRUCTION PLAN OF THE EXITING TRUCTURE/UTILITIE AN MAY NOT REPREENT A-BUILT CONITION. IT I THE CONTRACTOR' REPONIBILITY TO VERIFY THI ATA BEFORE BEGINNING CONTRUCTION AN NOTIFY THE ENGINEER OF ANY ICREPANCIE. ELEVATION: ELEVATION ARE ACCORING TO NATIONAL GEOETIC VERTICAL ATUM NGV REINFORCING TEEL: ALL REINFORCING TEEL HALL BE ATM A615, GRAE 60. ALL IMENION PERTAINING TO LOCATION OF REINFORCING ARE TO THE CENTERLINE OF BAR, EXCEPT WHERE THE CLEAR IMENION I HOWN TO THE FACE OF CONCRETE. REINFORCEMENT ETAIL IMENION ARE OUT-TO-OUT OF BAR. TYPICAL REINFORCING BAR ARE EIGNATE A: 4 ~ 8 B1 QUANTITY MARK IZE PHAING OF WORK: WORK PHAING AN PROGREION OF THE WORK HALL CONFORM WITH THE TRAFFIC CONTROL PLAN LOCATE IN THE PLAN. EXITING CONITION: 1. CONTRACTOR HALL BE AWARE OF EXITING CONITION. NO AREA OUTIE THE LIMIT OF WORK HALL BE ITURBE. 2. TABILITY OF EXIITNG TRUCTURE AN UTILITIE HALL BE THE THE CONTRACTOR' REPONIBLITY. ANY EXITING TRUCTURE OR UTILITIE AMAGE HALL BE REPAIRE AT NO AITIONAL COT TO THE CITY. 3. THE EXITING 42" RPM ANITARY EWER AN CAING HALL NOT BE ITURBE. ALL WORK WITHIN 50' HALL BE TOPPE IF ANY MOVEMENT OR UPECTE IMPACT TO THE EWER OR CAING I OBERVE. FOUNATION: 1. CONTRACTOR HALL PREPARE CAT IN PLACE WALL FOUNATION IN ACCORANCE WITH THE REQUIREMENT FOR PREA FOOTING IN PECIFICATION ECTION 455. O NOT COMPACT OIL ABOVE THE EXITING ANITARY EWER PIPE. 2. PROVIE A OIL BEARING CAPACITY OF AT LEAT 2 KF FOR THE CAT IN PLACE RETAINING WALL. PROVIE A OIL BEARING CAPACITY OF AT LEAT 8.5 KF EVERYWHERE ELE. MATERIAL PROPERTIE: 1. EXCEPT FOR THOE MATERIAL PROUCT PECIFICALLY CALLE FOR IN THE CONTRACT OCUMENT, ALL MATERIAL PROUCT PECIFIE FOR THI PROJECT HALL BE ON THE FOT QUALIFIE PROUCT LIT. 2. MATERIAL MEETING THE REQUIREMENT OF THE CONTRACT OCUMENT HALL BE INTALLE IN ACCORANCE WITH APPROVE MANUFACTURER' RECOMMENATION. ET OWEL INTO TRUCTURAL EPOXY (EE TABLE BELOW) OWEL IMENION (UNLE OTHERWIE NOTE) OWEL HOLE EMBEMENT MIN LAP IZE IAMETER LENGTH LENGTH 4 ƅ" 8" 1'-9" 5 Ƃ" 9" 2'-2" 6 Ɔ" 11" 2'-7" 8 1ƃ" 1'-4" 4'-0" 1. ANY REQUIRE OWEL HOLE HALL BE RILLE INTO EXITING CONCRETE ACCORING TO THE ETAIL AN FOT PECIFICATION. 2. INTALL OWEL IN ACCORANCE WITH FOT PECIFICATION. COUPLER ETAIL: COUPLER LAP LENGTH COUPLER BAR NEW CONCRETE PLICE BAR PREVIOULY PLACE CONCRETE 1. COUPLER BAR HALL BE A FOLLOW: OPEN CHANNEL: 10T3, 10T4, 10T5, & 10T6 (LAP LENGTH 5'-10") JUNCTION CHAMBER: 10C9 & 10C12 (LAP LENGTH 5'-10") 2. COUPLER HALL BE BR COUPLER YTEM MANUFACTURE BY AYTON UPERIOR, OR APPROVE EQUAL. INCIENTAL ITEM: 1. ALL TEMPORARY WALL HALL BE INCLUE IN THE COT OF PAY ITEM , CLA IV CONCRETE, CULVERT, CY. 2. COUPLER HALL BE PAI FOR UNER PAY ITEM , REINFORCING TEEL, LB. 3. ALL CAT IN PLACE RETAINING WALL COT, INCLUING ALL MICELLANEOU COT, HALL BE PAI FOR AT THE UNIT CONTRACT PRICE FOR CLA IV CONCRETE (RETAINING WALL) (CY) AN REINFORCING TEEL (RETAINING WALL) (LB). 201 N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1ConcRepet TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: GENERAL NOTE NO. 30 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:09 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1generalnotes.gn

31 RIVERFRONT PARK PROPOE 12'x4' CULVERT EXITING ANITARY EWER (TO BE RELOCATE) COFFERAM CO TEMPORARY JUNCTION BOX WALL 1 EXITING 36" PIPE (RECONTRUCT 15') EXITING 13.75x3.5 CULVERT EXITING 8x4 CULVERT 1'-0½" 17'-0" 590 1'-0½" 16'-11ƃ" EXITING 36" PIPE ETAIL A NT NO RTH BO ULEVAR EE ETAIL A CA TREET 3'-1½" 15'-7" LAB EE ETAIL B RIPRAP COFFERAM 598 EXITING 8x4 CULVERT EXITING 13.75x3.5 CULVERT ETAIL B NT PHAE I NOTE: 1. CONTRUCT COFFERAM TO EWATER LOCATION A NECEARY TO PARTIALLY REMOVE EXITING EAWALL AN CONTRUCT PHAE ONE WORK. ALLOW EXITING CULVERT TO RAIN OUTIE LIMIT OF COFFERAM. 2. CONTRUCT PROPOE OUTFALL CHANNEL, 12'x4' CULVERT, AN JUNCTION BOX TO LIMIT HOWN. 3. CONTRUCT TEMPORARY WALL TO TABILIZE JUNCTION CHAMBER TOP LAB WHILE IT I CANTILEVERE. 4. WATER FLOW HALL BE MAINTAINE THROUGH THE EXITING 36" PIPE AN 13.75'x3.5' CULVERT AN THE 8'x4' CULVERT URING PHAE I CONTRUCTION. 5. TEMPORARY WALL HALL BE WATERTIGHT CINER BLOCK OR BRICK AN MORTAR WALL CAPABLE OF WITHTANING THE WATER PREURE BEING CONTAINE. IT I THE CONTRACTOR' OPTION TO PROVIE ALTERNATIVE TEMPORARY WALL METHO THAT HALL REQUIRE APPROVAL BY THE ENGINEER BEFORE UE. LEGEN: IRECTION OF TORMWATER FLOW COFFERAM TEMPORARY WALL 201 N. FRANKLIN T., TE CALE: CALE: 1"= 100' 200 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Consteqimple01 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CONTRUCTION EQUENCE CHEMATIC (PHAE I) NO. 31 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:19:43 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1consteqimple01.dgn

32 RIVERFRONT PARK EXITING ANITARY COFFERAM TEMPORARY CONNECTION TEMPORARY CONNECTION EWER (TO BE 12'x4' CULVERT RELOCATE) CO EXITING 13.75x3.5 CULVERT TEMPORARY JUNCTION BOX WALL 1 TEMPORARY CULVERT WALL 1 15'-7¼" 1'-0½" TEMPORARY CULVERT WALL 1 EXITING 8x4 CULVERT 590 TEMPORARY JUNCTION BOX WALL 2 EXITING 36" PIPE ETAIL A NT 14'-0" 1'-0½" NO RTH BO ULEVAR EE ETAIL A CA TREET 12'-3½" 3'-1½" EXITING 8x4 CULVERT PHAE II NOTE: TEMPORARY OPEN CHANNEL WALL 1 EE ETAIL B LAB TEMPORARY OPEN CHANNEL WALL 1 RIPRAP COFFERAM 598 EXITING 13.75x3.5 CULVERT ETAIL B NT 1. CONTRUCT TEMPORARY COFFERAM TO EWATER THE EXITING 13.75'x3.5' CULVERT. ALLOW NEWLY CONTRUCTE OPEN CHANNEL & EXITING 8'x4' CULVERT TO RAIN OUTIE LIMIT OF THE COFFERAM. 2. CONTRUCT TEMPORARY OPEN CHANNEL WALL 1 TO THE EN OF THE LAB AN MEET WITH COFFERAM. 3. CONTRUCT A TEMPORARY CONNECTION BETWEEN THE EXITING 13.75'x3.5' AN THE NEWLY CONTRUCTE JUNCTION BOX EGMENT. 4. CONTRUCT TEMPORARY CULVERT WALL 1 TO LIMIT HOWN. 5. REMOVE EXITING 13.75'x3.5' CULVERT AN CONTRUCT JUNCTION BOX AN OPEN CHANNEL TO LIMIT HOWN. INPECT AN REPAIR REMAINING EXITING 13.75'x3.5' CULVERT. 6. CONTRUCT TEMPORARY WALL TO TABILIZE JUNCTION CHAMBER TOP LAB WHILE IT I CANTILEVERE. 7. WATER FLOW HALL BE MAINTAINE THROUGH THE EXITING 36" PIPE, 12'x4' CULVERT AN THE 8'x4' CULVERT URING PHAE II CONTRUCTION. 8. TEMPORARY WALL HALL BE WATERTIGHT CINER BLOCK OR BRICK AN MORTAR WALL CAPABLE OF WITHTANING THE WATER PREURE BEING CONTAINE. IT I THE CONTRACTOR' OPTION TO PROVIE ALTERNATIVE TEMPORARY WALL METHO THAT HALL REQUIRE APPROVAL BY THE ENGINEER BEFORE UE. LEGEN: TO BE REMOVE IRECTION OF TORMWATER FLOW COFFERAM TEMPORARY WALL 201 N. FRANKLIN T., TE CALE: CALE: 1"= 100' 200 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Consteqimple02 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CONTRUCTION EQUENCE CHEMATIC (PHAE II) NO. 32 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:20:42 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1consteqimple02.dgn

33 RIVERFRONT PARK 12'x4' CULVERT EXITING ANITARY EWER (TO BE RELOCATE) CO TEMPORARY CULVERT WALL 2 EXITING 13.75x3.5 CULVERT TEMPORARY CULVERT WALL 2 EXITING 8x4 CULVERT 15'-7¼" 10'-10Ƅ" 590 TEMPORARY JUNCTION BOX WALL 2 EXITING 36" PIPE ETAIL A NT 12'-6Ƅ" 14'-0" NO RTH BO ULEVAR EE ETAIL A EE ETAIL B EXITING COFFERAM 13.75x3.5 CULVERT TEMPORARY OPEN CHANNEL WALL 2 PROPOE TWIN 9'x7' CULVERT EXITING 8x4 CULVERT (REMOVE TO LIMIT HOWN) PHAE III NOTE: 12'-0¾" 17'-8Ɔ" 598 COFFERAM ETAIL B NT 1. CONTRUCT A TEMPORARY COFFERAM TO EWATER THE 8'x4' CULVERT AN OUTHERN OPEN CHANNEL EGMENT. 2. CONTRUCT TEMPORARY OPEN CHANNEL WALL 2 TO THE EN OF THE LAB AN MEET WITH COFFERAM. 3. CONTRUCT TEMPORARY CULVERT WALL 2 TO LIMIT HOWN. 4. REMOVE EXITING 8'x4' CULVERT AN CONTRUCT JUNCTION BOX, OPEN CHANNEL, & OPEN CHANNEL TOP LAB TO LIMIT HOWN. INPECT AN REPAIR REMAINING 8'x4' CULVERT. 5. CONTRUCT PROPOE 9'x7' CULVERT TO LIMIT HOWN. 6. WATER FLOW HALL BE MAINTAINE THROUGH THE 9'x7' CULVERT A IT I CONTRUCTE, AN THE ENTIRE JUNCTION BOX, AN ALL CULVERT ALONG CYPRE TREET URING PHAE III CONTRUCTION. 7. THE JUNCTION BOX AN OPEN CHANNEL CONTRUCTION HALL BE COMPLETE PRIOR TO ANY WORK ON THE 9'x7' CULVERT. 8. TEMPORARY WALL HALL BE WATERTIGHT CINER BLOCK OR BRICK AN MORTAR WALL CAPABLE OF WITHTANING THE WATER PREURE BEING CONTAINE. IT I THE CONTRACTOR' OPTION TO PROVIE ALTERNATIVE TEMPORARY WALL METHO THAT HALL REQUIRE APPROVAL BY THE ENGINEER BEFORE UE. LEGEN: TO BE REMOVE IRECTION OF TORMWATER FLOW COFFERAM CA TREET TEMPORARY WALL 201 N. FRANKLIN T., TE CALE: CALE: 1"= 100' 200 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Consteqimple03 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CONTRUCTION EQUENCE CHEMATIC (PHAE III) NO. 33 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:21:13 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1consteqimple03.dgn

34 RIVERFRONT PARK 12'x4' CULVERT EXITING ANITARY EWER (TO BE RELOCATE) CO EXITING 13.75x3.5 CULVERT 590 ETAIL A NT EXITING 8x4 CULVERT PROPOE TWIN 9'x7' CULVERT NO RTH BO ULEVAR EE ETAIL A PROPOE TWIN 9'x7' CULVERT CA TREET EXITING 13.75x3.5 CULVERT EXITING 8x4 CULVERT EE ETAIL B 598 ETAIL B NT PHAE IV NOTE: 1. CONTRUCT PROPOE TWIN 9'x7' CULVERT TO LIMIT HOWN. 2. ALL WATER FLOW HALL BE MAINTAINE THROUGH ALL NEWLY CONTRUCTE CULVERT, ENTIRE JUNCTION BOX, AN ENTIRE OUTFALL CHANNEL URING PHAE IV CONTRUCTION. LEGEN: IRECTION OF TORMWATER FLOW 201 N. FRANKLIN T., TE CALE: CALE: 1"= 100' 200 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Consteqimple04 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CONTRUCTION EQUENCE CHEMATIC (PHAE IV) NO. 34 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:21:45 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1consteqimple04.dgn

35 RIVERFRONT PARK 12'x4' CULVERT EXITING ANITARY EWER (TO BE RELOCATE) CO EXITING 13.75x3.5 CULVERT 590 ETAIL A NT EXITING 8x4 CULVERT PROPOE TWIN 9'x7' CULVERT NO RTH BO ULEVAR EE ETAIL A PROPOE TWIN 9'x7' CULVERT CA TREET EXITING 13.75x3.5 CULVERT EXITING 8x4 CULVERT 598 ETAIL B NT PHAE V NOTE: 1. CONTRUCT PROPOE TWIN 9'x7' CULVERT. 2. ALL WATER FLOW HALL BE MAINTE THROUGH ALL NEWLY CONTRUCTE CULVERT, ENTIRE JUNCTION BOX, AN ENTIRE OUTFALL CHANNEL URING PHAE V CONTRUCTION. LEGEN: IRECTION OF TORMWATER FLOW EE ETAIL B 201 N. FRANKLIN T., TE CALE: CALE: 1"= 100' 200 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Consteqimple05 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CONTRUCTION EQUENCE CHEMATIC (PHAE V) NO. 35 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:22:26 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1consteqimple05.dgn

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41 BEGIN OPEN CHANNEL 5'-0" 22'-10" 19'-3Ɔ" 7" N TA ANITARY MANHOLE 8" PVC ANITARY PIPE B EN BOTTOM LAB EXITING EAWALL 4 " 3 48' '-0 4 " 1 18'-8 2 " LIMIT OF EXITING LIMIT OF 13.75x3.5 CULVERT EXITING 8x4 CULVERT A 5'-9" 90É 9'-0" (TYP, UNO) 1 7'-4 2" EXITING 8" VCP ANITARY EWER OPEN CHANNEL 29É 9'-0" TOP & BOTTOM LAB LOCATION OF PROPOE 24" COLUMN (TYP) 90 EN TOP LAB TA OPEN CHANNEL BOTTOM LAB EXITING ANITARY MANHOLE 90É BEGIN RUBBLE RIPRAP TA PEETRIAN RAILING (INEX NO. 861) (TYP) LIMIT OF RIPRAP 2'-2" TYP À URVEY EN RUBBLE RIPRAP TA A PARTIALLY REMOVE EXITING EAWALL TO TOP OF RUBBLE RIPRAP (EE NOTE 1) 4'-0" MIN (TYP) IRECTION OF TATIONING 90É 9'-6" 42" RPM IN 51" TEEL CAING PIPE 42" CONCRETE PEETRIAN RAILING (INEX NO. 825) OPEN CHANNEL RUBBLE RIPRAP OUTIE FACE OF WALL (TYP) 15'-0" (TYP) B LIMIT OF RIPRAP WALL CAP ANITARY MANHOLE 7 47'-1 8" 7" PLAN NOTE: LEGEN: 1. REMOVE EXITING EAWALL CAP AN EXTEN PROPOE WALL CAP TO NEARET JOINT IN EXITING EAWALL. TO BE REMOVE 201 N. FRANKLIN T., TE CALE: CALE: 1"= 10' NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt03 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: OPEN CHANNEL PLAN 41 NO. OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:36 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt03.gn

42 34'-6" ± VARIE FROM 47'-2ƅ" TO 51'-4" 42" CONCRETE PEETRIAN RAILING (INEX NO. 825) CONNECT PER INEX NO '-6" 1'-6" 24" Q. COLUMN (TYP) EL ½" EXP. JOINT INV EL MHW 3'-0" LEVEL RUBBLE RIPRAP WITH FLOWABLE FILL FILTER FABRIC EL '-0" EXITING 1'-6" 10 GROUNLINE 1 EL '-6" MIN. EXITING & PROPOE BOX CULVERT FILTER FABRIC 51" x 1/2" TEEL CAING PIPE (TYP) INV EL " RPM ANITARY EWER (TYP) ANITARY 51" x 1/2" TEEL CAING PIPE (TYP) PIPE BEING TONE EXITING EAWALL TO BE REMOVE TO LIMIT HOWN 1'-0" MIN. 7'-0" 7'-0" O NOT COMPACT OIL WITHIN THEE LIMIT ECTION A-A NOTE: 1. CARE HALL BE TAKEN URING CONTRUCTION NOT TO AMAGE EXITING 42" ANITARY EWER. 2. EAL TOP OF REMAINING PORTION OF EAWALL WITH EPOXY. 201 N. FRANKLIN T., TE CALE: 5 10 CALE: 3/16"= 1'-0" NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt04 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: OPEN CHANNEL ELEVATION 42 NO. OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:39 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt04.gn

43 6'-7½" 33'-1½" 6'-7½" 7 11'-2 8" 28'-6¼" 4'-7Ƅ" ANITARY MANHOLE COVER EL " CONCRETE PEETRIAN RAILING (INEX NO. 825) EXITING 8x4 BOX CULVERT A URVEY BAELINE EXITING 13.75x3.5 BOX CULVERT PROPOE 12x4 BOX CULVERT ANITARY MANHOLE COVER GROUN EL EL '-6" (TYP) 5'-5" CONT. JT. (TYP) 24" Q. COLUMN (TYP) INV EL INV EL INV EL INV EL INV EL EXITING 8" VCP ANITARY EWER (TO BE RELOCATE) INV EL INV EL INV EL A 2 ~ 42" RPM ANITARY EWER IN 51" x 1/2" TEEL CAING PIPE 60" RCP ANITARY EWER (TYP) ECTION B-B 201 N. FRANKLIN T., TE CALE: CALE: 1/4"= 1'-0" NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt05 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: OPEN CHANNEL ETAIL 43 NO. OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:41 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt05.gn

44 5'-0" 18'-9" N BEGIN OPEN CHANNEL TA O 4 " 3 48'-8 2 " 1 18'-8 4 " 1 30'-0 11 ~ 6" (T & B) 90É 29É 36 ~ 6" (T & B) 21 ~ 6" (TOP & BOT) 90É URVEY EN CONCRETE TOP TA " CLR 73 ~ 6" (T & B) 1 38'-5 4 " 1 10'-3 2 " irection of tationing OPEN CHANNEL 90É CONCRETE TOP LAB O 4½" CLR (TYP, UNO) NOTE: 23'-9" 1. EE HEET 54 FOR COLUMN REINFORCING ETAIL. 2. WORK THI WHEET WITH HEET 45 THRU 50. PLAN 201 N. FRANKLIN T., TE CALE: CALE: 1"= 10' NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt06 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: OPEN CHANNEL REINFORCING PLAN TOP LAB REINFORCING NO. 44 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:43 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt06.gn

45 BEGIN CAT IN PLACE (CIP) WALL 1 TA EN CIP WALL 1 OFF 18.70' LT. 4 " 3 48'-8 BEGIN OPEN CHANNEL TA " 1 18'-8 4 " 1 30'-0 2" (PHAE II) 1 3'-1 15'-7" (PHAE I) 2" (PHAE II) 1 12'-3 4" (PHAE III) 3 17'-8 6 ~ 6" (T & B) 31 ~ 6" 34 ~ 6" ± (T & B) (T & B) 23 ~ 6" (TOP & BOT) O 5'-0" 4W4 10 ~ 6" (T & B) 90É 90É 22'-10" BEN CIP WALL 1 TA OFF 18.70' LT. BEN CIP WALL 1 TA OFF 6.11' LT. URVEY 29É 4W5 37 ~ 6" (T & B) 47 ~ 10T6 & 10C21 (COUPLE WITH 10T3 & 6" (T & B) CONT. JT. 47 ~ 10T7 & 10C21 (COUPLE WITH 6" (T & B) CONT. JT. 3 ~ 6" 19'-10Ɔ" P 4W6 40 ~ 6" 8 ~ 6" ± ~ 10T6 & 10C21 (COUPLE WITH 10T4 & 6" A ½" EXP. JOINT 48 ~ 10T7 & 10C21 (COUPLE WITH 6" OPEN CHANNEL CONCRETE BOTTOM LAB A 32 ~ 6" ± 31 ~ 6" 4 ~ 6" ± TA OFF 6.11' LT. EN CONCRETE LAB BEGIN RUBBLE RIPRAP TA " (PHAE II) 1 3'-1 8" (PHAE I) 7 2'-11 2" (PHAE II) 1 12'-3 4" (PHAE III) 3 17' '-10" irection of tationing 1'-0" 1'-6" LAB 6" 6" 5T10 N ½" EXP. JOINT EAL WITH 1" HOT POURE ELATOMERIC MATERIAL 1'-0" LAB EXPANION JOINT ETAIL 10T5, 10T6, OR 10T7 (TYP) 1'-1" 2 1'-0" 4'-0" BEGIN CIP WALL 2 TA OFF 30.02' RT. O 4½" CLR (TYP) 4W7 7 23'-9" 23'-11 8 " 7 47'-8 8" P 4W7 EN CIP WALL 2 TA OFF 30.02' RT. NOTE: 1'-0" ECTION A-A OPEN CHANNEL TOE PLAN (COLUMN NOT HOWN FOR CLARITY) 1. EE HEET 54 FOR COLUMN REINFORCING ETAIL. 2. WORK THI WHEET WITH HEET 46 THRU C21 BAR HALL BE COUPLE WITH 10T3, 10T4, 10T5, & 10T6 201 N. FRANKLIN T., TE CALE: CALE: 1"= 10' NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt07 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: OPEN CHANNEL REINFORCING PLAN BOTTOM LAB REINFORCING 45 NO. OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:45 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt07.gn

46 1 18'-8 2" 1 30'-0 4" 5'-10" MIN. LAP (TYP) 1'-3"± 21 ~ 6" (MAX.) 6" 73 ~ 6" (MAX.) 1'-3"± (TOP & BOTTOM) (TOP & BOTTOM) TOP LAB (CORNER & 10M3 & 10M4 BAR (T & B) 8W9 BAR (TYP) FULL WALL R/F NOT HOWN FOR CLARITY) 1'-6" (TYP) URVEY 5'-10" MIN. LAP (TYP) 10C21 BAR 10T3 & 10T4 BAR (T & B) COUPLER (TYP) 10T6 BAR (T & B) 1'-6" (TYP) 10T7 BAR (T & B) BOTTOM LAB (CORNER COUPLER (TYP) & FULL WALL R/F NOT HOWN FOR CLARITY) 8W9 BAR (TYP) 10C21 BAR 1'-3"± 23 ~ 6" (MAX.) 6" 31 ~ 6" (MAX.) 34 ~ 6" (MAX.) 1'-3"± (TOP & BOTTOM) (TOP & BOTTOM) 6 ~ 6" (TOP & BOTTOM) 3 15'-7" (PHAE I) 15'-5" (PHAE II) 17'-8 4" (PHAE III) CULVERT LAB TYPICAL ECTION VIEW O-O 201 N. FRANKLIN T., TE CALE: 2 4 CALE: 1/4"= 1' 8 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Typicalection01 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM LC GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: TYPICAL ECTION (1 OF 2) NO. 46 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:47 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1typicalection01.gn

47 5 36'-1 8" URVEY 15'-5" (PHAE II) 3 17'-8 4" 7 2'-11 8" 1 3'-1 2" 1 12'-3 2" 5'-10" MIN. LAP (TYP) (PHAE III) (PHAE I) (PHAE II) (PHAE II) 10C21 BAR BOTTOM LAB (CORNER & FULL WALL R/F NOT 10T1 BAR 6" 6" COUPLER (TYP) 1'-0" (TYP) 6" 1'-3" 3" (TYP) HOWN FOR CLARITY) 8"± 31 ~ 6" (MAX) 32 ~ 6" (MAX.) 8"± 3 ~ 6"± BOTTOM LAB TYPICAL ECTION - VIEW P-P 201 N. FRANKLIN T., TE CALE: 2 4 CALE: 1/4"= 1' 8 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1Typicalection02 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM LC GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: TYPICAL ECTION (2 OF 2) NO. 47 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:49 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1typicalection02.gn

48 3 48'-8 4" 18 ~ 10C1 (OF) & 5R2 6" " '-0 4" 18'-8 2 " URVEY BAELINE 5 ~ 10C1 (OF) & 5R2 6" ± 1'-6" 10C1 (OF) & 5R2 (IF) 10C1 (OF) & 5R2 (IF) A B 5R3 8'-5" 6 ~ 1'-0" (EF) 5R7 5R5 6 ~ 1'-0" (EF) 5R4 6 ~ 1'-0" (EF) 6 ~ 1'-0" (EF) 1 9'-1 4" 1'-6" 1 7 2" 10" 10½" 1'-0" A B 2'-7" 3 17'-8 4" (PHAE III) 15'-5" (PHAE II) 15'-7" (PHAE I) ELEVATION LOOKING BACKTATION AT WALL 1'-6" PROPOE 12x4 TRANITION TEEL CONCRETE BOX CULVERT TEEL CONNECT PER TANAR INEX NO M1 10C1 5R3 (TYP) 1 4 2" CLR 5R2 ECTION A-A 10T9 NOTE: 1. WORK THI HEET WITH HEET 44 THRU 47, 49, & PLACE EXTRA REINFORCING AROUN THE OPENING IN ACCORANCE WITH TANAR INEX C1 ECTION B-B 3. 5R4 & 5R5 BAR HALL BE OWEL BAR. 201 N. FRANKLIN T., TE CALE: CALE: 1/4"= 1'-0" NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt08 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: HEAWALL REINFORCING PLAN NO. 48 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:51 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt08.gn

49 4W4, 4W5, 4W6, OR 1'-0" 6" PACING (TYP) 4½" CLR. 3" CLR. 4" MIN. A 6'-11" 4W3 (N..) 4W2 (N..) 8W1 (TYP) 6'-11" 8W9 (TYP) LAB BAR 4½" CLR 4W3 1'-6" 4W4, 4W5, 4W6, OR 4W7, (TYP) LAB BAR (TYP) 1'-9" MIN. PLICE 8W1 4W2 8W9 3'-8" MIN. PLICE (TYP) 4W4, 4W5, 4W6, 4W7, OR 1'-0" 6'-11" LAB BAR (TYP) 4½" CLR 4W3 1'-3" 4W4, 4W5, 4W6, OR 4W7, (TYP) 1'-9" MIN. PLICE 4W2 8W1 8W9 3'-8" MIN. PLICE 4W4, 4W5, 4W6, 4W7, OR 1'-0" 1'-0" A 1'-6" CONT. JOINT 1'-0" CONT. JOINT LAB BAR (TYP) 1'-0" PACING (TYP) (HOWING NEAR IE) LAB BAR (TYP) (HOWING FAR IE) LAB BAR (TYP) 4½" CLR 1'-6" 4½" CLR 1'-6" VIEW A-A TYPICAL ECTION TYPICAL ECTION 201 N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt09 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE KWL JBH PM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CAT IN PLACE WALL NO. 49 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:53 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt09.dgn

50 Ƃ" V-GROOVE ACRO TOP AN OWN FRONT FACE OF WALL AT JOINT (TYP.). EXTEN V-GROOVE OWN BACK OF WALL TO 6" MIN. BELOW GROUN. (EE 'V-GROOVE ETAIL') FRONT FACE OF WALL 2Ɓ" 1ƀ" Wall Joint Ƃ" V-GROOVE (TYP.) (EE 'V-GROOVE ETAIL') 1'-0" A A 45 (TYP.) *3ƀ" Ɓ" 4" (Max. spacing) MHW EL = Ɓ" 9" Bar TOP OF FOOTING LEVEL (TYP.) V-GROOVE ETAIL ECTION A-A WALL JOINT ETAIL 3" Ø PVC RAIN PIPE AT 10 FT. MAX. PACING (TYP.) EE 'TYPICAL BACKFILL ETAIL' FRONT ELEVATION VERTICAL LINE TEM OFFET TEM A CONTRUCTE FRONT FACE OF WALL H TEM OFFET (IN.) = H(FT.)/16 9" 4" 6" Ƃ" Ɓ" FRONT FACE FRONT FACE OF WALL 3" Ø PVC RAIN PIPE. LOPE OWN ½" FROM BACK TO FRONT OF WALL AN EXTEN ½" BEYON BOTH FRONT FACE AN BACK FACE OF WALL. EE ROAWAY PLAN FOR RAINAGE REQUIREMENT LOPE BACKFILL LAYER TRANVERELY AN LONGITUINALLY A NECEARY TO RAIN AN PREVENT PONING URING BACKFILLING. TEM OFFET VALUE ( FOR H < 20 FT.) OF WALL 5 4" MIN. 6" 5 (FIEL BEN) TYPICAL CORNER JOINT ETAIL MHW EL = " CL. LIMIT OF CONTRUCTION FRONT FACE OF WALL 1ƀ" Wall Joint 2Ɓ" ƀ" PREFORME JOINT FILLER 1'-0" INIE EN OF WEEP HOLE HALL BE COVERE WITH 1.0 QUARE FOOT OF GALVANIZE MEH WITH Ɓ" OPENING RAIN HALL BE CONTINUOU 1.5' X 1.5' CLEAN, BROKEN TONE OR GRAVEL, GRAE AN PLACE TO ALLOW FREE RAINAGE. PLACE TYPE -3 (OF INEX NO. 199) GEOTEXTILE FABRIC, AROUN 4Ɓ" *3ƀ" Ɓ" Ɓ" 4" Ƃ" (Max. spacing) 5 PLATIC LEEVE TYPICAL BACKFILL ETAIL THE PERIMETER TO PREVENT FILL FROM WAHING OUT. 9" ATTACH TYPE -5 (OF INEX NO. 199) GEOTEXTILE FABRIC, 1'-0" WIE AN FULL HEIGHT OF FILL, TO THE BACK OF WALL ECTION A-A WITH AN AHEIVE APPROVE BY THE ENGINEER. EXPANION JOINT ETAIL * KEY TO TOP AT TOP OF FOOTING AN 6" FROM TOP OF WALL. JOINT ACRO FOOTING AN TOP OF WALL TO BE A TRAIGHT LINE. 201 N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt10 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE KWL JBH PM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: CAT IN PLACE WALL ETAIL NO. 50 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:15:54 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt10.dgn

51 N À PROJECT IRECTION OF TATIONING EXITING OVERHEA UTILITY EXITING ANITARY MANHOLE (48" I.., C 8" WALL) B B TA OFF 6.5' RT TA OFF 16.75' RT. TA Â PROPOE 9x7 OFF 16.75' RT. OUBLE BARREL Â PROPOE 21" PVC BOX CULVERT IN 30" TEEL CAING A TA A OFF 27.0' RT C 26'-0" CONFLICT BOX 10'-3" 10'-3" 6'-6 " 20'-6" 1'-0" 1'-0" INV EL '-0" 6N2 (TYP) 7'-1 " GROUN EL " CLR (TYP) 1'-0" 2'-6" 21" INIE \ #4 BAR (TYP) PIPE BLOCKOUT 2'-6" TA OFF 27.0' RT INV EL INV EL CLA I CONCRETE (TYP) 10" 24'-4" 10" 26'-0" VIEW A-A 7'-1 " GROUN EL '-0" 2'-6" 7'-0" 1'-6ƒ " 6N1 (TYP) (PACE WITH BOTTOM LAB #6) 1'-6ƒ " 11'-6" PARTIAL PLAN 1'-0" 10" (TYP, UNO) INV EL INV EL GROUN EL ' (TYP) 21" INIE \ 1'-6ƒ " INV EL '-0" 6N2 (TYP) 6N1 (TYP) (PACE WITH 1'-0" 3" CLR (TYP) #4 BAR (TYP) PIPE BLOCKOUT 2'-6" TA INV EL OFF 6.5' RT 2'-6" 21" INIE \ INV EL CLA I INV EL CONCRETE (TYP) 1'-0" 10" 24'-4" 10" 1'-0" 2'-6" 7'-0" BOTTOM LAB INV EL '-6" 1'-0" 2'-6" #6') 26'-0" VIEW B-B ECTION C-C NOTE: 1. FOR UTILITY INFORMATION EE UTILITY PLAN. 2. FOR CULVERT ETAIL AN REINFORCING EE TANAR INEX NO. 289, 291, & FOR BLOCKOUT ETAIL EE TANAR INEX NO N. FRANKLIN T., TE CALE: 4 8 CALE: 1/8"= 1'-0" 16 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt11 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: ANITARY TORM CONFLICT TRUCTURE 51 NO. OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:12 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt11.gn

52 590 27'-0" 22'-6¾" 4'-5¼" EXITING 8x4 BOX CULVERT EXITING 13.75X3.5 10'-0" 7'-0" 1'-6" 1'-6" (TYP) INV EL " RCP (INV EL NOT AVAILABLE) GROUN EL 9.33 PIPE BLOCKOUT BOX CULVERT TA CENTER OF JUCTION BOX B TA OFF 4.26' RT. NORTH BLV. PROPOE TWIN 9x7 BOX CULVERT A URVEY B CYPRE T. 5 2'-7 8" 1'-6" 5 8'-2 8" 7 14'-10 8" 1 44'-6 8" VIEW - 18'-9" GROUN EXITING 8x4 BOX CULVERT EXITING 13.75x3.5 BOX CULVERT C A 24" COLUMN (TYP) JUNCTION CHAMBER CALE: 1"=20' C 36" RCP PROPOE 12x4 BOX CULVERT 10'-0" 7'-0" 1'-6" EXITING 8x4 BOX CULVERT INV EL 1.33 EXITING 13.75x3.5 BOX CULVERT INV EL EL '-6" (TYP AT JUNCTION BOX) INV EL '-0" 2'-9" 10'-8" 10'-8" 2'-9" 2" 1'-6" 3 10'-10 8" (PHAE III) 3 16'-7 4" (PHAE II) VIEW B-B 17'-0" (PHAE I) 10'-0" 1'-6" 7'-0" 1'-6" INV EL VIEW A-A GROUN EL '-6" (TYP AT JUNCTION BOX) PROPOE TWIN 9x7 BOX CULVERT (TYP) 10'-0" 1'-6" 7'-0" 1'-6" 36" RCP 1 2'-8 2" INV EL '-8" PROPOE 12x4 BOX CULVERT 1 16'-11 8" (PHAE I) 4" 1 15'-0 2" EXITING 13.75x3.5 BOX CULVERT INV EL '-0 2" (PHAE II) 1 8'-3 2" EXITING 8x4 BOX CULVERT 1 4'-5 2" INV EL '-6 8" (PHAE III) GROUN EL '-6" (TYP AT JUNCTION BOX) NOTE: VIEW C-C 1. CONNECT PROPOE PRECAT & EXITING CULVERT TO JUNCTION CHAMBER ACCORING TO TANAR INEX NOs. 289 & PROVIE EXTRA TEEL AROUN PIPE AN CULVERT BLOCKOUT ACCORING TO TANAR INEX NO N. FRANKLIN T., TE CALE: 4 8 CALE: 1/8"= 1' 16 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt12 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: JUNCTION CHAMBER NO. 52 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:13 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt12.gn

53 EXITING 13.75X3.5 BOX CULVERT EXITING 8x4 BOX CULVERT NORTH BLV. EXITING 8x4 BOX CULVERT 1'-0 A URVEY B 1 2" 5'-1" 1 2" '-0" 1'-6" (TYP) E F 1 11'-10 8" 1 16' '-0 " CYPRE T. TATION & OFFET TABLE LOCATION TATION OFFET A B C E F C 9'-0" 9'-0" 9'-0" 27'-0" 36" RCP ' LT ' LT ' LT ' LT ' LT ' LT 5'-10" MIN. LAP (TYP) C 37 ~ 5" (PAIR WITH 10C5 BAR) 10C26 (OF, TYP) 5C3 (IF, TYP) 5 ~ 5" 10C1 10C2 (TYP) A 48 ~ 6" (PAIR WITH 10C9 BAR) 54 ~ 6" (T & B) C NOTE: 1. 15' OF EXITING 36" RCP TO BE RECONTRUCTE. 2. EE HEET 54 FOR COLUMN REINFORCING ETAIL. 3 WORK THI HEET WITH HEET 52, 54, & '-11Ƅ" 40 ~ 5" (T & B) 10C9 5C3 3" 10C26 CONT. JT. 10C9 4½" CLR (TYP, UNO) 40 ~ 5" (T & B) ECTION C-C 10C1 7 ~ 1'-0" (EF) 10'-0" 10C1 EXITING 13.75x3.5 BOX CULVERT JUNCTION CHAMBER PLAN (PHAE I) CALE: 1"=20' PROPOE 12x4 BOX CULVERT B 10C1 40 ~ 5" (T & B) (PIAR WITH 10C1 BAR) PLAN B 10C1 A 17'-0" 16'-11ƃ" TOP AN BOTTOM LAB 37 ~ 10C1 & 5" (PAIR WITH 10C5) 16 ~ 1'-0" (IF) 3" 5'-10" MIN. LAP (TYP) 40 ~ 5" (T & B) 10C9 5C8 10C26 10C2 5C8 10C11 40 ~ 5" (T & B) VIEW - 4½" CLR (TYP, UNO) 2'-0" 7 ~ 1'-0" (EF) 10 ~ 1'-0" 10'-0" 2 ~ 10C1 & 5" 2 ~ 1'-0" (IF) 5C7 3" 10C26 (TYP) 5C7 41 ~ 5" (T & B) 4½" CLR (TYP, UNO) 10C9 10C1 5C6 10C2 5C6 10C1 10C9 40 ~ 5" (T & B) 5 ~ 10C1 & 5" 2 ~ 1'-0" (IF) 2'-0" 7 ~ 5C4 & 1'-0" 10'-0" 10 ~ 1'-0" 7 ~ 5C6 1'-0" (EF) 27'-0" 54 ~ 6" (T & B) 48 ~ 10C1 & 6" (PAIR WITH 10C7) (OF) 24 ~ 1'-0" (IF) 10C5 PUNCH THRU 10C26 (TYP) FOR 36" RCP 5C4 TA C2 5C4 10C2 10C5 54 ~ 6" (T & B) 4½" CLR. (TYP, UNO) 2'-0" 7 ~ 1'-0" (EF) 10 ~ 1'-0" 10'-0" VIEW B-B VIEW A-A 201 N. FRANKLIN T., TE CALE: 5 10 CALE: 1"= 10' 20 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt13 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: JUNCTION CHAMBER ETAIL (PHAE I) NO. 53 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:16 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt13.gn

54 27'-0" EXITING 8x4 BOX CULVERT URVEY NORTH BLV. EXITING 8x4 BOX CULVERT EXITING 13.75X3.5 BOX CULVERT TEMPORARY WALL A B 15'-7¼" E F 14'-0" CYPRE T. 1 1'-0 2" 590 C 1 7 9'-10 8" 4'-1 8 " 1 1'-0 2" TEMPORARY CONNECTION 1'-6" (TYP) 9'-0" 9'-0" 9'-0" TATION & OFFET TABLE LOCATION A B C E F PROPOE 12x4 TATION " RCP OFFET 15.60' RT 14.00' RT 1.04' LT 1.04' LT 4.14' RT 4.12' RT 3 ~ 5" 2 ~ 5" C 10C5 B 3 ~ 3Ɔ" 35 ~ 5" (T & B) 10C26 (OF, TYP) 4 ~ 4¼" 5C3 (IF, TYP) 8 ~ 4Ɔ" C B 5'-10" MIN. LAP (TYP) 54 ~ 10C12 & 10C21 (COUPLE WITH 6" (T & B) 3Ƃ" 10C5 3" CLR 10C13 3Ƃ" NOTE: 1. WORK THI HEET WITH HEET 52, 56, & C22 BAR HALL BE OWEL BAR. 15'-7" 4Ƅ" 35 ~ 5" (T & B) 5'-10" MIN. 10C12 LAP (TYP) 4½" CLR (TYP, UNO) 10C12 35 ~ 5" (T & B) 4Ƅ" ECTION B-B 10C21 10C21 3" CLR TEMPORARY WALL EXITING 13.75x3.5 BOX CULVERT JUNCTION CHAMBER PLAN (PHAE II) CALE: 1"=20' BOX CULVERT A PLAN A TOP AN BOTTOM LAB 16'-7¾" 4Ƅ" 2'-0" 3 ~ 5" 35 ~ 5" (T & B) 2 ~ 10C1 & 5" 2 ~ 7" (IF) 8 ~ 10C1 & 4Ɔ" 4 ~ 4Ɔ" (IF) 15'-0½" ROTATE TO MAINTAIN MINIMUM COVER WHEN BOTTOM MAT OF TEEL 10C1 (TYP) 3" CLR 10C12 3" CLR 10C26 (TYP) 10C21 CONT. 4½" CLR (TYP, UNO) 5C22 10C21 10C12 5'-10" MIN. LAP (TYP) EE TOP LAB PACING VIEW C-C JT. (TYP) 2'-0" 7 ~ 1'-0" 3 ~ 10C1 & 3Ɔ" 2 ~ 5½" (IF) 3" CLR 10C26 (TYP) 4½" CLR (TYP, UNO) 35 ~ 5" (T & B) 10C12 10C21 5C22 10C21 10C12 EE TOP LAB PACING VIEW A-A 4 ~ 10C1 & 4¼" 2 ~ 10ƃ" (IF) 3" CLR 10C1 (TYP) 7 ~ 1'-0" CONT. JT. (TYP) 5C25 ECTION - NECEARY 10C24 2'-0" 5'-10" MIN. LAP (TYP) 10C24 (TYP) 4½" CLR. (TYP, UNO) TOP MAT OF TEEL COLUMN ETAIL 7 ~ 1'-0" 201 N. FRANKLIN T., TE CALE: 5 10 CALE: 1"= 10' 20 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt14 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: JUNCTION CHAMBER ETAIL (PHAE II) NO. 54 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:18 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt14.gn

55 URVEY NORTH BLV. TEMPORARY WALL EXITING 8x4 BOX CULVERT 27'-0" PROPOE TWIN 9x7 BOX CULVERT 4 " 1 8'-11 9'-0" 4 " 3 9'-0 A EXITING 8x4 BOX CULVERT B EXITING 13.75X3.5 BOX CULVERT 10'-10Ƅ" C 3 10'-7 4" 12'-6Ƅ" 15'-7Ɓ" E F 1'-6" (TYP) 5 15'-10 8" 14'-0" JUNCTION CHAMBER PLAN CYPRE T. 590 EXITING 13.75x3.5 BOX CULVERT BOX CULVERT TATION & OFFET TABLE LOCATION A B C E F TATION " RCP PROPOE 12x4 OFFET 26.49' RT 26.53' RT 15.60' RT 14.00' RT 15.83' RT 15.85' RT A 5 ~ 5" (PAIR WITH 10C5) 10C2 (TYP) 54 ~ 6" (T & B) 3 ~ 6" 7 ~ 5½" 4½" C B 8 ~ 5" 10C26 (OF, TYP) 5C3 (IF, TYP) 10C1 10C1 5'-10" MIN. LAP (TYP) 5" C 10C1 B 54 ~ 10C21 (COUPLE WITH 6" (PAIR WITH 10C16) 10'-0" 10C1 (TYP) 7 ~ 1'-0" (EF) NOTE: 1. EE HEET 52 FOR COLUMN REINFORCING ETAIL. 2. WORK THI HEET WITH HEET 52, 53, & BAR 5C23 HALL BE OWEL BAR. 11'-11¾" 3" CLR. 5" 25 ~ 5" 4 ~ 5" 10C16 10C21 5'-10" MIN. TEMPORARY WALL LAP (TYP) 5C3 10C21 10C16 4½" CLR (TYP, UNO) EE TOP LAB PACING (PHAE III) CALE: 1"=10' A (PAIR WITH 10C5) 25 ~ 5" 4 ~ 5" ECTION C-C 10'-10Ƃ" PLAN 27'-0" 25 ~ 5" TOP AN BOTTOM LAB 54 ~ 6" (T & B) 5 ~ 10C1 & 5" 3 ~ 10½" (IF) 10C16 3" CLR 12'-6Ƅ" 5" 25 ~ 5" 4 ~ 5" 7 ~ 10C1 & 5½" 2 ~ 10½" (IF) 10C1 3 ~ 10C1 & 6" 2 ~ 1'-0" (IF) 10C5 10'-0" 7 ~ 5C14 & 1'-0" 10C2 5C20 4½" CLR (TYP, UNO) 10C21 10C1 10C26 5'-10" MIN. LAP (TYP) 10C16 10C21 25 ~ 5" 5C23 7 ~ 5C23 1'-0" 8 ~ 10C1 & 5" 4 ~ 11" (IF) 10'-0" 7 ~ 5C14 & 1'-0" 5C17 10C16 10C16 10C21 10C1 10C26 5'-10" MIN. LAP (TYP) 10C21 3" CLR 5C23 7 ~ 1'-0" 10 ~ 1'-0" 7 ~ 5C20 1'-0" (EF) 10C14 10C2 10C14 5C15 10C1 5C15 10C5 4½" 10C26 4½" CLR (TYP, UNO) 10C14 10C2 10C14 7 ~ 5C17 1'-0" (EF) 10'-0" VIEW - 4½" CLR (TYP, UNO) 25 ~ 5" 4 ~ 5" 5" 54 ~ 6" (T & B) VIEW A-A VIEW B-B 201 N. FRANKLIN T., TE CALE: 5 10 CALE: 1"= 10' 20 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt15 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: JUNCTION CHAMBER ETAIL (PHAE III) NO. 55 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:20 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt15.gn

56 A EXITING TORMWATER PIPE (TO BE REMOVE BEYON WALL) GROUN EL 'G' 4'-0" 3'-0" 3'-0" MAX. EXITING UTILITY PROPOE MANHOLE IRECTION OF TATIONING PROPOE MANHOLE 6" B (TYP FOR RIER) B TOP OF BOX CULVERT EL 'E' VARIE À URVEY Â OUBLE BARREL BOX CULVERT " (TYP) THICKNE 'T' (TYP, UNO) INV EL '' RIE OF BOX CULVERT 'B' OUBLE BARREL BOX CULVERT BOTTOM OF BOX CULVERT EL 'C' A PAN OF BOX CULVERT 'A' PAN OF BOX CULVERT 'A' PARTIAL PLAN ECTION A-A #4 BAR (TYP) BLOCKOUT FOR MANHOLE 4'-0" 3" CLR (TYP) INTERIOR WALL OF OUBLE BARREL BOX CULVERT NOTE: LEGEN TO BE REMOVE ECTION B-B 1. WORK THI HEET WITH ACCE MANHOLE LOCATION TABLE. 2. FOR ACCE MANHOLE LOCATION, EE HEET FOR UTILITY INFORMATION EE UTILITY PLAN. 4. FOR MANHOLE RIER ETAIL AN REINFORCING EE TANAR INEX NO. 200 & FOR CULVERT ETAIL AN REINFORCING EE TANAR INEX NO. 289, 291, & FOR BLOCKOUT ETAIL EE TANAR INEX NO N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt16 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: RIER MANHOLE ETAIL NO. 56 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:22 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt16.gn

57 GROUN ELEVATION 'G' A B EXITING TORMWATER PIPE (TO BE REMOVE BEYON PUNCH THRU) À URVEY EXTENION OF EXITING TORMWATER PIPE EXITING MANHOLE TO BE REMOVE IRECTION OF TATIONING Â OUBLE BARREL OUBLE BARREL BOX CULVERT EXITING TORMWATER PIPE " (TYP) INV EL 'F' B PAN OF BOX CULVERT 'A' TOP OF BOX CULVERT EL 'E' THICKNE 'T' (TYP) INV EL 'F' BOTTOM OF BOX CULVERT EL 'C' PAN OF BOX CULVERT 'A' INV EL '' VARIE RIE OF BOX CULVERT 'B' BOX CULVERT GROUN ELEVATION 'G' ECTION A-A OUBLE BARREL BOX CULVERT TOP OF BOX CULVERT EL 'E' VARIE EXITING UTILITY 3" CLR (TYP) #4 BAR (TYP) BLOCKOUT FOR TORMWATER PIPE NOTE: A INV EL 'F' INV EL '' 1. WORK THI HEET WITH TORMWATER COLLECTION LOCATION TABLE. 2. FOR TORMWATER COLLECTION LOCATION, EE HEET 59. LEGEN PARTIAL PLAN BOTTOM OF BOX CULVERT EL 'C' 3. FOR UTILITY INFORMATION EE UTILITY PLAN. 4. FOR PIPE BLOCKOUT INFORMATION EE TANAR INEX NO FOR CULVERT ETAIL AN REINFORCING EE TANAR INEX NO. 289, 291, & 292. TO BE REMOVE VIEW B-B 201 N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt17 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: PIPE BLOCKOUT ETAIL NO. 57 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:31:14 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt17.gn

58 PROPOE 12x4 CONCRETE BOX EXITING 13.75x3.5 CONCRETE BOX INV. EL = INV. EL = VARIE 1.57 TO ½" ACRIFICIAL TEEL PLATE 1'-6" (MIN) ELEVATION LOOKING TATION AHEA NOTE: 1. RIVE ACRIFICIAL TEEL PLATE TO 1'-6" MINIMUM BELOW EXITING CULVERT. 2. INTALL PROPOE BOX CULVERT IN ACCORANCE WITH THE CONTRACT OCUMENT. 3. ACRIFICIAL TEEL PLATE HALL BE BE RIVEN FOR ENTIRE LENGTH OF PROPOE CULVERT WHERE ANY REQUIRE EXCAVATION WILL BE BELOW THE BOTTOM LAB OF THE EXITING CULVERT. 4. ALL COT AOCIATE WITH ACRIFICIAL TEEL PLATE HALL BE INCIENTAL TO THE COT OF CLA IV CONCRETE, CULVERT, CY. 201 N. FRANKLIN T., TE CALE: CALE: 1/4"= 1'-0" NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt18 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: RIVERFRONT PARK CULVERT CONTRUCTION ETAIL NO. 58 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:39 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt18.gn

59 TORMWATER COLLECTION LOCATION TATION OFFET COLLECTION TYPE PROPOE PIPE IZE BOX PAN 'A' (FT) BOX RIE 'B' (FT) BOTTOM OF BOX EL 'C' BOX INV EL '' TOP OF BOX EL 'E' PIPE INV EL 'F' AT BLOCKOUT GROUN EL 'G' CORREPONING ACCE MANHOLE BLOCKOUT BLOCKOUT BLOCKOUT BLOCKOUT BLOCKOUT BLOCKOUT* ' LT BLOCKOUT 15" RCP ' RT 28.02' RT 6.50' RT 28.02' RT 6.50' RT 18" RCP 18" RCP 15" RCP 15" RCP 18" RCP ' LT BLOCKOUT 15" RCP TO BE ETERMINE BY UE N/A ' LT BLOCKOUT 18" RCP TO BE ETERMINE BY UE N/A 17.20' LT 15" RCP A C B E G G * THEE INLET AN PIPE ARE TO BE REMOVE AN REPLACE THE TATION & INVERT EL 'F' REPREENT EXITING CONITION AT THE INLET ONLY ACCE MANHOLE LOCATION TATION OFFET BOX PAN 'A' (FT) BOX RIE 'B' (FT) BOTTOM OF BOX EL 'C' BOX INV EL '' TOP OF BOX EL 'E' GROUN EL 'G' CORREPONING TORMWATER COLLECTION ' RT 12.47' RT 21.30' RT 22.33' RT 12.50' RT ' RT 12.98' RT 7.00' RT 8.46' LT 9.08' LT 9 9 N/A N/A A B C N/A N/A E N/A N/A G NOTE: 1. WORK THI HEET WITH HEET 56 & EE TANAR INEX NUMBER 291 FOR PIPE BLOCKOUT ETAIL. 3. THE MANHOLE ACCE COVER HALL BE UF 679-BK-AO/M CITY OF TAMPA EWER LOGO COVER MANUFACTURE BY U FOUNRY OR APPROVE EQUAL. 201 N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1MisctrClvt19 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: TORMWATER COLLECTION LOCATION TABLE NO. 59 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:41 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1misctrclvt19.gn

60 BOX CULVERT ATA TABLE BOX, HEAWALL AN CUTOFF WALL ATA TABLE (inches unless shown otherwise) Table ate LOCATION TRUCTURE /BRIGE NUMBER BOX HEAWALL AN CUTOFF WALL Wc(ft) Hc(ft) Tt Tw Tb Ti #cells Lc(ft) Cover Blhw Hlhw Brhw Hrhw Blcw Hlcw Brcw Hrcw L(deg)R(deg) x7 CULVERT x4 CULVERT ETIMATE CONCRETE QUANTITIE (CY) Table ate BOX LEFT EN LEFT BEGIN RIGHT EN RIGHT BEGIN TRUCTURE WINGWALL WINGWALL WINGWALL WINGWALL Culvert /BRIGE Left Right Left Right Bottom Top ub Total NUMBER Cutoff Cutoff Walls Head Head ub ub ub ub lab lab Total Footing Wall Footing Wall Footing Wall Footing Wall Wall Wall Wall Wall Total Total Total Total 9x7 CULVERT x4 CULVERT NOTE [Notes ate ]: 1. Environmental Class Moderately Aggressive. 2. Reinforcing teel, Grade 60ksi. 3. Concrete Class IV f'c = 5.5 ksi 4. oil Properties: Friction Angle 30 MAIN TEEL REINFORCEMENT PACING (inches) Table ate Modulus of ubgrade Reaction 100 kcf Nominal Bearing Resistance 5000 psf TRUCTURE /BRIGE NUMBER BOX , HEAWALL CUTOFF WALL Work this rawing with esign tandards Index No. 289 and heet Nos. 36 thru 45. 9x7 CULVERT 12x4 CULVERT Connection Types permitted for Box Culvert Extensions: Type I or Type II 7. Quantities for Type I and Type II Connections include 2 ft. additional payment length beyond Lc for connection to existing box culvert. (ee ummary of Quantities box in Plans) 8. Prepare and compact soil for all structures in accordance with FOT tandard pecifications ection At bends in the culvert and locations where it joins the junction box or outfall channel it shall be the contractor's responsibility to determine the limits of the cast in place section of culvert. The precast and cast in place sections shall be connected and doweled to each other according to FOT tandard Index No N. FRANKLIN T., TE. 400 NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1ataTable01 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE KWL PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: BOX CULVERT ATA TABLE NO. 60 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:43 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1atatable01.gn

61 EXITING EAMAN (TO BE REMOVE) EXITING EWER MANHOLE - NOT IN ERVICE (TO BE REMOVE) 14x73 H-PILE (TYP) 12'-0"(TYP) 6"x6"x½" (TYP) EN WALL W-1 TA OFF 9.63' LT. BEGIN WALL W-1 TA OFF 4.94' LT. BEN WALL W-1 TA OFF 4.88' LT. BEN WALL W-1 TA OFF 6.20' LT. BEGIN OPEN CHANNEL WITH RIP RAP TA RUBBLE RIPRAP BEN WALL W-2 BEGIN WALL W-2 TA OFF 28.89' RT. TA OFF 28.94' RT. BEN WALL W-2 TA OFF 31.62' RT. EN WALL W-2 TA EXITING EAMAN OFF 35.49' RT. NOTE: (TO BE REMOVE) 1. INTALL NEW ANCHOR BEFORE WALL I CONTRUCTE. EE HEET 63. EXITING EAMAN (TO REMAIN - EE NOTE 3) 1" ANCHOR RO AEMBLY (TYP) CONTRUCT WALL IN ACCORANCE WITH TANAR INEX NO IF EXITING EAMAN CANNOT BE PROTECTE IN PLACE, REPLACE WITH NEW H PILE PER HEET 61. CONTRACTOR HALL MONITOR EXITING ANITARY EWER AN PIPE URING PILE RIVING OPERATION. IF ANY MOVEMENT I OBERVE ALL WORK HALL TOP AN THE ENGINEER NOTIFIE. PLAN CAP ONLY HOWN AT LOCATION OF NEW ANCHOR FOR CLARITY 201 N. FRANKLIN T., TE CALE: CALE: 1/8"= 1'-0" NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1RetainingWall01 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE PM PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: RETAINING WALL PLAN NO. ATE 61 OF 80 AUGUT 2014 pmulhearn 8/6/2014 4:16:51 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1retainingwall01.gn

62 4'-0" REPLACE EXITING CAP 4'-0" REPLACE EXITING CAP EXITING EAWALL 3'-9" 5'-0" 28'-9" 33'-10" 26'-3" 10'-0" 3'-9" BEN POINT BEN POINT EXITING EAWALL BEN POINT BEN POINT 8 ~ 5B4 5 ~ 5B4 29 ~ 1'-0" 27 ~ 1'-0" 10 ~ 1'-0" 8 ~ 1'-0" 10 5B3 5B2 5B1 EL EL B5 5B6 5B7 10 TOP OF LAB EL '-6" VARIE -10 EL TO EL RUBBLE RIPRAP -10 CUT EXITING EAWALL EL. = -6.0 EXITING GROUN LINE (TYP) BOTTOM OF HEET PILE WALL EL BOTTOM OF HEET PILE WALL EL CONCRETE HEET PILE WALL ELEVATION (UNFOLE VIEW, LOOKING TATION AHEA) NOTE: CONTRACTOR HALL BE AWARE OF POTENTIAL LAYER OF ENE AN/HAR CLAY/LIMETONE WITHIN THE PROJECT LIMIT. IF HAR ROCK LAYER I ENCOUNTERE NOTIFY THE ENGINEER. 201 N. FRANKLIN T., TE CALE: CALE: 1"= 10' NO. ATE APP REVIION CITY OF TAMPA EPARTMENT OF PUBLIC WORK TORMWATER ENGINEERING CYPRE TREET OUTFALL UPGRAE W.0. NO FILE: B1RetainingWall02 TAMPA, FLORIA CERTIFICATE OF AUTHORIZATION NO EIGNE RAWN CHECKE KWL PM GM P.E. NAME: PATRICK. MULHEARN P.E. NO P.E. NAME: ATE: RETAINING WALL ELEVATION NO. 62 OF 80 ATE AUGUT 2014 pmulhearn 8/6/2014 4:16:53 PM G:\ d.City of Tampa - UCAP\ panishtown\tructures\b1retainingwall02.gn