CITY OF CASSELBERRY FLORIDA

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Kristina Montgomery
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1 GENERAL NOTE. THE BENCH MARK DATUM I NORTH AMERICAN VERTICAL DATUM OF 988 (NAVD 88). 2. ALL PUBLIC LAND CORNER AND MONUMENT ITHIN THE LIMIT OF CONTRUCTION ARE TO BE PROTECTED BY CONTRACTOR A FOLLO: CORNER AND MONUMENT IN CONFLICT ITH THE ORK IN DANGER OF BEING DAMAGED, DETROYED OR COVERED HALL BE PROPERLY REFERENCED BY A REGITERED LAND URVEYOR IN ACCORDANCE ITH THE MINIMUM TECHNICAL TANDARD OF THE BOARD OF PROFEIONAL LAND URVEYOR PRIOR TO BEGINNING ORK AT THAT ITE. THE CONTRACTOR HALL RETAIN THE LAND URVEYOR TO REFERENCE, AND RETORE UPON COMPLETION OF THE ORK, ALL UCH CORNER AND MONUMENT AND HALL FURNIH TO THE CITY ENGINEER A IGNED AND EALED COPY OF THE LAND URVEYOR' REFERENCE DRAING. INCLUDE ALL COT OF REFERENCING, RETORING AND PREERVING IN THE BID UNIT PRICE FOR ITEM 0- MOBILIZATION. 3. ALL N.G.V.D. AND N.A.V.D BENCH MARK MONUMENT ITHIN THE LIMIT OF CONTRUCTION HALL BE PROTECTED AND REFERENCED BY THE CONTRACTOR IN THE AME AY A PUBLIC LAND CORNER EXCEPT THAT THE LAND URVEYOR HALL NOT BE REQUIRED TO RETORE THE N.G.V.D. AND N.A.V.D. BENCH MARK UPON COMPLETION OF THE ORK. THE CONTRACTOR HALL PROMPTLY TRANMIT ALL DIPLACED OR DAMAGED N.G.V.D. AND N.A.V.D DIC TO THE CITY ENGINEER. 4. THE CONTRACTOR HALL UE A TREET EEPER (UING ATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AND REMOVING DUT. APPROVAL OF THE UE OF UCH EQUIPMENT I CONTINGENT UPON IT DEMONTRATED ABILITY TO DO THE ORK. CLEARING AND EEPING I TO BE INCLUDED IN ITEM 02- MAINTENANCE OF TRAFFIC. 5. ALL ALVAGEABLE AND/OR ANY IGNING MATERIAL, INCLUDING UPPORT, HICH ARE TO BE REMOVED, HALL REMAIN THE PROPERTY OF THE CITY. THEY HALL BE LOADED, DELIVERED AND UNLOADED BY THE CONTRACTOR IN EXITING CONDITION AT THE MAINTENANCE FACILITY LITED FOR THI PROJECT. COT TO BE INCLUDED IN ITEM 0-86 DELIVERY OF ALVAGEABLE MATERIAL. 6. THE CONTRACTOR HALL PAINT ALL TATION ITH TENCILED NUMBER ON THE FACE OF THE CURB. A. FROM THE BEGINNING OF THE PROJECT HERE THE CURB I TO REMAIN. B. AT NE CURB NOT LATER THAN HOUR AFTER BEING POURED. C. HERE CURB DOE NOT EXIT AND HALL NOT BE CONTRUCTED, THE CONTRACTOR HALL MAINTAIN TATIONING ITH URVEYING TAKE. THE CONTRACTOR HALL MAINTAIN THE TATION MARK VIIBLE UNTIL FINAL INPECTION. COT TO BE INCLUDED IN RELATED PAY ITEM 02- MAINTENANCE OF TRAFFIC. 7. COMMERCIAL MATERIAL INCLUDED FOR DRIVEAY MAINTENANCE AND AFE ACCE TO REIDENTIAL AND BUINE PROPERTIE AFFECTED BY CONTRUCTION HALL BE PAID ONLY ONCE PER ACCE. IF THE MATERIAL I REMOVED DURING UBEQUENT CONTRUCTION OPERATION, IT HALL BE REPLACED AT THE CONTRACTOR' EXPENE. QUANTITY FOR THI ITEM MAY BE INCREAED, DECREAED OR OMITTED A DIRECTED, BY THE CITY. 8. IF HEETING, HORING OR DEATERING, INCLUDING ELL POINT ARE NECEARY, THE CONTRACTOR MUT MONITOR AND CONTROL ALL ORK THAT MAY CAUE CRACKING TO ANY ADJACENT BUILDING, TRUCTURE OR PROPERTY AREA. THE CONTRACTOR HALL BE REPONIBLE FOR ANY DAMAGE CAUED BY THEE OPERATION, COT OF HEETING, HORING OR DEATERING, INCLUDING ELL POINT, AND ALL MONITORING COT HALL BE INCLUDED IN THE RELATED BID ITEM FOR THE ORK BEING DONE. 9. ALL OD MATERIAL HALL BE UBJECT TO INPECTION BY THE CITY PRIOR TO PLACEMENT. 0. THE CONTRACTOR I REPONIBLE FOR KEEPING ALL INLET ALONG THE PROJECT CORRIDOR CLEAN OF MILLING MATERIAL, LIMEROCK, DEBRI AND OIL UING THE APPROPRIATE EROION CONTROL MEAURE UCH A, BUT NOT LIMITED TO, ROCK BAG AND TAKED ILT FENCE. EROION CONTROL MEAURE ILL BE KEPT FUNCTIONAL THROUGHOUT THE DURATION OF THE PROJECT.. EROION CONTROL ITEM ARE ETIMATED FOR PREVENTION, CONTROL AND ABATEMENT OF EROION, EDIMENTATION, AND ATER POLLUTION. THEE ITEM ARE TO BE UED AT THE LOCATION DECRIBED IN THE CONTRACTOR' APPROVED EROION CONTROL PLAN OR A DIRECTED BY THE PROJECT ENGINEER TO COMPLY ITH ALL FEDERAL, TATE AND LOCAL REGULATION. 2. ALL HAY BALE, ROCK BAG, TURBIDITY CURTAIN, TARPAULIN AND ILT FENCE HALL BE REMOVED AT THE COMPLETION OF THE PROJECT. 3. THE CONTRACTOR HALL COORDINATE ELECTION AND REVIE OF ANY PROPOED TAGING AREA AOCIATED ITH THI PROJECT ITH THE CITY TAFF DURING THE PRE-CONTRUCTION MEETING. THE CONTRACTOR HALL BE REPONIBLE FOR CONTACTING CITY TAFF AT LEAT THREE BUINE DAY PRIOR TO TAGING. AT THE END OF THE PROJECT, THE TAGING AREA ILL BE RETORED TO IT ORIGINAL CONDITION OR BETTER. DATE DECRIPTION DATE 7--4 MODIFIED NOTE 2. DECRIPTION 4. THE CONTRACTOR ILL RETRICT PERONNEL, THE UE OF EQUIPMENT AND THE TORAGE OF MATERIAL TO AREA ITHIN THE LIMIT OF CONTRUCTION A NOTED ON THE PLAN HEET. ANY OFF-ITE TORAGE AREA ILL REQUIRE PRIOR REVIE BY CITY TAFF. 5. ALL DETECTABLE ARNING DEVICE THAT ARE TO BE INTALLED UNDER PAY ITEM HALL BE ARMOR TILE CAT IN PLACE OR EQUIVALENT. 6. PRIOR TO FINAL PROJECT INPECTION, THE CONTRACTOR HALL FURNIH THE CITY THREE ET OF CONTRUCTION A-BUILT PLAN AND ELECTRONIC A-BUILT CONITENT ITH CITY CAD PECIFICATION. 7. CONTRACTOR TO VIDEOTAPE AND PHOTOGRAPH PROJECT ITE PRIOR TO CONTRUCTION AND PREENT A COPY TO THE CITY. 8. CONTRACTOR HALL MINIMIZE IMPACT TO EXITING VEGETATION AND PRIVATE PROPERTY LOCATED ITHIN THE RIGHT-OF-AY AND RETRICT ORK ONLY TO THE LIMIT OF PROPOED MODIFICATION. UTILITY NOTE. FOR UTILITY ADJUTMENT YMBOL, EE TANDARD INDEX ALL EXITING UTILITIE ARE TO REMAIN UNLE OTHERIE NOTED. 3. TO-BUINE DAY PRIOR TO DIGGING THE CONTRACTOR HALL CALL UNHINE TATE ONE CALL OF, TELEPHONE NUMBER , AND THE UTILITY ONER AND REQUET UTILITY LOCATION. A CONTRACTOR' REPREENTATIVE MUT BE PREENT HEN UTILITY COMPANIE LOCATE THEIR FACILITIE. 4. THE CONTRACTOR I ADVIED THAT PROPERTIE ADJACENT TO THE PROJECT MAY HAVE, TELEPHONE, GA, ATER AND/OR EER ERVICE LATERAL HICH MAY NOT BE HON IN PLAN. THE CONTRACTOR MUT REQUET THE LOCATION OF THEE LATERAL ERVICE FROM THE UTILITY COMPANIE. THE ADDITIONAL COT OF EXCAVATING, INTALLING, BACKFILLING AND COMPACTING AROUND THEE LATERAL ERVICE MUT BE INCLUDED I THE BID RELATED ITEM FOR THE ORK BEING DONE. 5. PRE-TRENCHING IN THE ALIGNMENT AND GRADE OF PROPOED PIPE TRUCTURE, FRENCH DRAIN, LAB COVERED TRENCHE, CONDUIT AND/OR UB-GRADE HALL BE PERFORMED EVEN BUINE DAY IN ADVANCE OF IT CONTRUCTION. THE CONTRACTOR HALL PROVIDE UNDERGROUND UTILITY ONER AND THE CITY ITH A EVEN BUINE DAY ADVANCE NOTICE OF ANY CONFLICT ITH PROPOED CONTRUCTION. THI NOTIFICATION HALL PROVIDE URVEY INFORMATION ABOUT EXITING UTILITY ALIGNMENT, GRADE AND POIBLE CONFLICT. 6. THE LOCATION() OF THE UTILITIE HON IN THE PLAN) ARE BAED ON LIMITED INVETIGATION AND HOULD BE CONIDERED APPROXIMATE ONLY. THE VERIFIED LOCATION/ELEVATION APPLY ONLY AT THE POINT HON. INTERPOLATION BETEEN THEE POINT HAVE NOT BEEN VERIFIED. THE EXACT LOCATION HALL BE DETERMINED BY THE CONTRACTOR DURING CONTRUCTION. 7. UTILITY ONER: BRIGHTHOUE NETORK DUKE ENERGY CITY OF CAELBERRY PRINT NEXTEL CENTURY LINK TECO PEOPLE GA 8. CONTRACTOR HALL REMOVE BURIED OUT OF ERVICE UTILITY LINE ITHIN THE LIMIT OF ALL EXCAVATION. THE COT OF THI ORK HALL BE INCIDENTAL TO AND INCLUDED IN THE COT OF THE ORK BEING PERFORMED HEN THE LINE ARE ENCOUNTERED. 9. ALL TAKING OF PROPOED CONTRUCTION TO ALLO FOR PROPER INTALLATION/RELOCATION OF UTILITY FACILITIE, A INDICATED ON THE UTILITY RELOCATION CHEDULE, HALL BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR HALL COORDINATE ITH THE IMPACTED UTILITIE AND TAKE THE ITEM REQUETED. THI TAKING HALL BE EPARATE AND IN ADDITION TO THE NORMAL TAKING FOR THE PROJECT. THE COT OF THI TAKING HALL BE INCIDENTAL TO AND INCLUDED IN THE BID PRICE FOR MOBILIZATION, ITEM 0-. ANITARY EER NOTE. ANITARY EER MAINLINE AND LATERAL ITHIN THE PROJECT LIMIT TO BE TAKEN OUT OF ERVICE HALL BE REMOVED. 2. THE CONTRACTOR HALL INTALL ONE 4" PVC CHEDULE 40 ANITARY LATERAL FOR EACH PROPERTY ALONG THE CORRIDOR ITHIN THE LIMIT OF THE NE AND RELOCATED ANITARY EER MAIN. EXITING ERVICE HALL BE TIED INTO THE RELOCATED MAIN. THE COT TO INTALL THE LATERAL HALL BE INCLUDED IN THE COT OF THE NE ANITARY EER MAIN. Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) ATER MAIN NOTE. THE CONTRACTOR HALL REPLACE EXITING ERVICE LINE ITHIN THE LIMIT OF THE RELOCATED ATER MAIN. THE COT TO FURNIH AND INTALL THE ERVICE HALL BE INCLUDED IN THE COT TO RELOCATE THE ATER MAIN. TRAFFIC CONTROL. TRAFFIC HALL BE MAINTAINED IN ACCORDANCE ITH FDOT ROADAY AND TRAFFIC DEIGN TANDARD, INDEX 0 ERIE. ALL IGNING, PAVEMENT MARKING, BARRICADE AND ARNING LIGHT NECEARY FOR MAINTENANCE OF TRAFFIC HALL CONFORM TO INDEX TEMPORARY CRAH CUHION HALL BE IN ACCORDANCE ITH INDEX FOR REFLECTIVE RAIED PAVEMENT MARKER APPLICATION EE INDEX 0 AND INDEX THE CONTRACTOR I ALLOED TO CLOE TRIPLET LAKE ROAD DURING CONTRUCTION OPERATION. HOEVER, LOCAL REIDENT MUT BE ALLOED ACCE TO THEIR PROPERTY. 5. THE CONTRACTOR I TO MAINTAIN AND KEEP TREET NAME IDENTIFICATION VIIBLE DURING CONTRUCTION OPERATION, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC. 6. EXITING LEFT TURN LANE LOCATION HALL BE MAINTAINED DURING CONTRUCTION. DRAINAGE NOTE CITY OF CAELBERRY. EXITING DRAINAGE TRUCTURE ITHIN CONTRUCTION LIMIT HALL REMAIN UNLE OTHERIE NOTED. 2. ALL LENGTH FOR DRAINAGE PIPE ARE HON FROM THE INNER ALL OF TRUCTURE TO THE INNER ALL OF TRUCTURE. 3. ALL TORM PIPE HALL BE TEEL REINFORCED CONCRETE PIPE CLA III. LANDCAPE PLANTING NOTE. PLANTING HON ON THE PLAN ITHIN THE DRAINAGE ALE ALONG OUTH TRIPLET LAKE DRIVE AND THE DRAINAGE EAEMENT OPPOITE TA LT HALL BE FURNIHED AND INTALLED UNDER PAY ITEM LANDCAPE COMPLETE - MALL PLANT, COMPLETE AND IN PLACE. EE LANDCAPE PLAN -4. UNUITABLE MATERIAL/GEOTECHNICAL NOTE. THE CONTRACTOR HALL NOTE THE PREENCE OF UNUITABLE MATERIAL BETEEN TA AND TA THE DEPTH OF THE MATERIAL VARIE AND I UP TO 0 FEET DEEP. 2. THE CONTRACTOR HALL NOTE THAT PARTIAL REMOVAL OF THE UNUITABLE MATERIAL AND THE INTALLATION OF A YNTHETIC BIAXIAL GEOGRID I HON. 3. REMOVE UNUITABLE MATERIAL A HON ON THE CRO ECTION. BACKFILL ITH UITABLE MATERIAL IN ACCORDANCE ITH ECTION 20 OF THE FDOT TANDARD PECIFICATION. 4. THE LIMIT OF EXCAVATION AND THE BIAXIAL YNTHETIC GEOGRID I HON ON THE PLAN AND CRO ECTION. THE REQUIRED TRENGTH OF THE GEOGRID HALL BE A MINIMUM OF,000 LB/FT AT 5% TRAIN. MEAUREMENT AND PAYMENT HALL BE MADE UNDER PAY ITEM 45-7 REINFORCEMENT GRID FOR OIL TABILIZATION. THE GEOGRID HALL BE PLACED DIRECTLY ON THE EXPOED EXCAVATED MATERIAL. 5. THE CONTRACTOR HALL EXERCIE EXTREME CARE DURING EXCAVATION OPERATION TO AVOID DAMAGING THE EXITING UTILITIE. THE CONTRACTOR I REPONIBLE FOR THE PROTECTION OF EXITING UTILITIE DURING EXCAVATION. 6. THE CONTRACTOR HALL NOT UE VIBRATORY ROLLER TO COMPACT MATERIAL. ALTERNATE BID ITEM NOTE. THE CONTRACTOR HALL NOTE THE DECORATIVE PAVER IN THI CONTRACT ARE INCLUDED IN THE BID FORM A AN ALTERNATE BID ITEM. NE CONTRUCTION PAVEMENT HON ON THE TYPICAL ECTION HOULD BE INCLUDED IN THE NON ALTERNATE BID FOR THE ENTIRE LENGTH OF THE PROJECT. 2. THE IMPROVEMENT HON FOR THE QUEEN MIRROR CIRCLE INTERECTION ARE INCLUDED IN THI CONTRACT A ALTERNATE BID ITEM. 7//204 4:23 PM HEET \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\roadway\gnntrd.dwg 6

2 LEGEND 78 BEGIN PROJECT TA CAELBERRY GOLF COURE PROPOED 4" CONC. IDEALK PROPOED 6" CONCRETE DRIVEAY ACUT & MATCH TO EXIT. EXIT. R. PC TA EXIT. R. ATER AN. TRIPLET LAKE DR. ATER CONT.. TRIPLET LAKE DR. EXIT. EDGE OF PAVEMENT CONT. 84 LF OF 5" RCP DECORATIVE PAVER CHECK DAM (TYP.) -20 PROP. DROP CURB LT -202 CR 20 PROP. 8' CONC. IDEALK RT ATER RT -20 TA (26.68 RT) CONT. DBI TYPE C TOP /TO TRAVERABLE LOT INDEX 20, 232 TOP EL..20 FL (AH) FL. MATCH EXIT (LT) A TA (6.50 RT) CONT. INLET P- INDEX 200, 20, 20 EOP EL FL (BK) ATER EXIT. R. PROP. EDGE OF PAVEMENT ' RT R28' RT DR. OUTHCOT RT EL..4 EL R26' EL ACUT & MATCH TO EXIT. EL..84 EDIMENT BARRIER (TYP.) EL RT EL LT EL EL PROP. ANITARY PIPE PROP. 0' CONC. IDEALK ' CONTRUCTION ENTRANCE AND EXIT HALL BE EQUIPPED ITH OIL TRACKING DEVICE. ALL INLET HALL BE PROTECTED ITH INLET PROTECTION. 0 0 EL ' EPERATION EL PROP. TYPE F CURB PROP. ANITARY MH LT ATER EXIT. R. EXIT. 6' CONC. IDEALK 3 MATCHLINE PI EL EL K = 42 50' V.C VPI EL EL EXIT. PROFILE 2.28% VPI EL % PROP. PROFILE VPI EL DATE DECRIPTION DATE 7--4 UPDATED INLET CALLOUT.09% -20 FL " RCP FL (EXIT. 5" RCP) FL " = ' Horizontal DECRIPTION Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) EL K = 34 50' V.C. CITY OF CAELBERRY 7//204 4:24 PM EL EL. 65. " = 6' Vertical K = 36 40' V.C EL HEET \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\roadway\planrd02.dwg 7

3 6.0 EL..75 XIT. R. EXIT. R. ATER MATCHLINE EXIT. R. 2' EPARATION ' AN 6' CONC. IDEALK LEGEND ' A ATER ATER ATER EXIT. R. PROPOED 4" CONC. IDEALK EL EL PROPOED 6" CONCRETE DRIVEAY EXIT. EDGE OF PAVEMENT AA RT -205A TA (6.50 RT) CONT. INLET P- INDEX 200, 20, 20 EOP EL FL (AH) LT EL CHECK DAM ATER ATER ATER -203 YNTHETIC BIAXIAL GEOGRID TYPE B-2.5 EL TA (24.67 RT) CONT. AD 2" X 2" DRAIN BAIN TOP EL. 57. FL (AH) EL EL RT CONT. 246 LF OF 8" RCP LT -204 TA (24.44 RT) CONT. AD 2" X 2" DRAIN BAIN TOP EL FL. 50. (BK & AH) EL ATER PCC TA TRIPLET LAKE DR. PROP. EDGE OF PAVEMENT CONT.. TRIPLET LAKE DR. A -205 TA (6.50 RT) CONT. INLET P- INDEX 200, 20, 20 EOP EL FL (AH & RT) FL (BK) EL EL CONT. 04 LF OF RT AN EL TA (24.32 RT) CONT. AD 2" X 2" DRAIN BAIN TOP EL FL (AH) ATER ATER LT CONT. 6 LF OF EDIMENT BARRIER (TYP.) 6 7 A ATER CONT. 8 LF OF 8" RCP RT TA (24.69 RT) CONT. AD 2" X 2" DRAIN BAIN TOP EL EL. 55. FL (BK & AH) LT EXIT. R. PROP. TYPE F CURB ATER PROP. 6' CONC. IDEALK 2' EPARATION ' ' LT 0 0 EXIT. R CONT. 8 LF OF 8" RCP EL EL EL EL EL. 55. CONT. 93 LF OF MATCHLINE CONT. 49 LF OF CONTRUCTION ENTRANCE AND EXIT HALL BE EQUIPPED ITH OIL TRACKING DEVICE. ALL INLET HALL BE PROTECTED ITH INLET PROTECTION. EXIT. CONT. OF 6" CO 20' K = 63 00' V.C EL A VPI EL EL % -203 PI +.00 EL EXIT. PROFILE % FL DATE DECRIPTION DATE UPDATED INLET LOCATION AND 7--4 CALLOUT PROP. PROFILE 8" RCP FL FL 50. EXIT. 0" VPC FL FL FL FL DECRIPTION Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) CITY OF CAELBERRY 7//204 4:24 PM 8" RCP FL 52.5 FL " = ' Horizontal " = 6' Vertical HEET \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\roadway\planrd02.dwg 9

4 ' T H) EL T. R. ' LT EXIT. R. CONT. 49 LF OF 20' DRAINAGE EAEMENT LT EXIT. R. LEGEND EL. 55. MATCHLINE EL CONT. 8 LF OF 8" RCP -209 ATER CONT. LF OF 8" RCP A 20' DRAINAGE EAEMENT CONT. 29 LF OF 24" RCP LT CONT. 32 LF OF 8" RCP PROP. EDGE OF PAVEMENT PROPOED 4" CONC. IDEALK PROPOED 6" CONCRETE DRIVEAY EE HEET 3 FOR MORE DETAIL OF DRIVEAY CONT. 26 LF OF 8" RCP EE HEET 2 FOR MORE DETAIL RT LT RT FULL RECONTRUCTION CHECK DAM EL EL RT RT AN RT YNTHETIC BIAXIAL GEOGRID TYPE B LT LT 24 ATER RT 4' CONC. IDEALK ATER RT ATER RT RT EDIMENT BARRIER (TYP.) LT CONT.. TRIPLET LAKE DR RT A RT -208 TA (25.50 RT) CONT. DBI TYPE C INLET INDEX 20, 232 TOP EL FL (BK) FL. 52. (RT) FL (LT) RT EL EL RT ATER PCC TA ATER. TRIPLET LAKE DR. AA ATER RT -209 TA (6.50 RT) CONT. INLET TYPE P-2 INDEX 200, 20, 20 EOP EL FL (LT) FL (RT) FL (BK) EL EL EXIT. EDGE OF PAVEMENT LT TA (7.36 LT) CONT. DBI TYPE C INDEX 20, 232 TOP EL FL (LT) FL (RT) A 26 6' CONC. IDEALK ' ' RT ATER ATER EL EL EL EL LT EXIT. R. TYPE F CURB 2' EPARATOR ' ' EXIT. R. CONTRUCTION ENTRANCE AND EXIT HALL BE EQUIPPED ITH OIL TRACKING DEVICE. ALL INLET HALL BE PROTECTED ITH INLET PROTECTION EL EL MATCHLINE EXIT. EDIM BARRIER PROP. TYP PRO K = 26 50' V.C EL EL. 56. EXIT. PROFILE VPI EL VPI EL..44% " RCP FL FL. 52. (8" RCP) FL (8" RCP) FL 5.85 FL (8" RCP) FL (8" RCP) DATE DECRIPTION DATE 7--4 UPDATED INLET CALLOUT PROP. PROFILE DECRIPTION Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) EL K = 43 75' V.C EL CITY OF CAELBERRY 7//204 4:24 PM " = ' Horizontal " = 6' Vertical HEET \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\roadway\planrd02.dwg 0

5 AND EXIT L HALL TION. ATER ATER 26 2' EPARATOR ' ' EL EL EL TYPE F CURB EL EXIT. R. ' ' 27 EXIT. R. EXIT. R. LEGEND LT MATCHLINE PROP. 6' CONC. IDEALK PROPOED 4" CONC. IDEALK PROPOED 6" PROP. TYPE F CURB CONCRETE DRIVEAY EL EDIMENT BARRIER (TYP.) EL EXIT. R. 2' EPARATOR ATER ATER ATER PROP. EDGE OF PAVEMENT (TYP.) RT ACUT & MATCH TO EXIT. DECORATIVE PAVER CHECK DAM AN D EL EL LT RT EXIT. -25 CR 20 QUEEN CONT. 44 LF. TRIPLET LAKE DR. OF 8" PVC 28 R25' CIR. MIRROR -24 TA (6.9 LT) CONT. DBI TYPE C INDEX 20, 232 TOP EL FL (RT) EXIT. -26 EXIT. -27 EL EL. 57. EL EXIT. R RT (TYP.) R' ATER ATER CONT. CONC. COLLAR FDOT INDEX 280 (TYP.) ACUT & MATCH TO EXIT. PCC TA RT PROP. DROP CURB -28 TA (28.98 RT) CONT. CONC. COLLAR INDEX 280 EL EXIT. R. PT TA END PROJECT TA CONT.. TRIPLET LAKE DR CONTRUCTION ENTRANCE AND EXIT HALL BE EQUIPPED ITH OIL TRACKING DEVICE. ALL INLET HALL BE PROTECTED ITH INLET PROTECTION. 2. NO CHANGE ARE PROPOED TO TRUCTURE 2-25 TO D D -0.% EXIT. PROFILE PI EL PROP. PROFILE DATE DECRIPTION DATE 7--4 UPDATED INLET CALLOUT DECRIPTION Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) CITY OF CAELBERRY 7//204 4:24 PM " = ' Horizontal " = 6' Vertical HEET \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\roadway\planrd02.dwg

6 ATER ATER T. R. ATER ATER ATER ATER EDGE OF PAVEMENT PT TA PC TA CONT.. TRIPLET LAKE DR. 6' CONC. IDEALK 6' CONC. IDEALK EXIT. PROP. 8" ANITARY PIPE EXIT. R. ATER EXIT. R. EXIT. B-50 COPPER T EXIT. R. EXIT. B-00 COPPER AN-2 PROP. ANITARY MH RIM EL INV. 58. (N&) 8" 8" PROP. ANITARY TIE-IN PIPE (TO BE FIELD VERIFIED) (TYP.). TRIPLET LAKE DR. CONTRACTOR HALL RELOCATE CONFLICTING ATER METER TO BACK OF IDEALK. EXIT. 4" RECLAIM ATER MATCHLINE EXIT. 6" ATER 0 0 MATCHLINE EXIT. 8" PIPE EXIT. R. AN ATER ATER ATER Beg, TA PC TA CONT.. TRIPLET LAKE DR. BEGIN PROJECT TA ' CONC. IDEALK 0' CONC. IDEALK EXIT. B-50 COPPER EXIT. R. EXIT. EXIT. B-25 COPPER PROP. 8" ANITARY PIPE EDGE OF PAVEMENT AN- PROP. ANITARY MH RIM EL INV (N&E) ATER EXIT. R. EXIT. R. EXIT. B-00 COPPER 8" 8" CONTRACTOR HALL RELOCATE CONFLICTING ATER METER TO BACK OF IDEALK. EX- PROP. ANITARY MH RIM EL..97 PROP. INV (E) MATCHLINE EXIT. DRAINAGE PIPE RELOCATE HYDRANT EXIT. EXIT. 4" RECLAIM ATER PROP. ANITARY TIE-IN PIPE (TO BE FIELD VERIFIED) (TYP.) EXIT. 6" ATER. TRIPLET LAKE DR. EXIT. 8" PIPE 0 0 DATE DECRIPTION DATE 7--4 UPDATED ANITARY AND HYDRANT CALLOUT DECRIPTION Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) CITY OF CAELBERRY 7//204 4:25 PM \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\utils\utadrd02.dwg HEET 28 PT TA ATER

7 EDGE OF PAVEMENT ATER ATER ATER 6' CONC. IDEALK EXIT. R. ATER ATER ATER ATER ATER EXIT. R. AN-4 PROP. ANITARY MH RIM EL EXIT. EXIT. B-00 COPPER 6' CON EXIT. R. ATER AN 23 EXIT. R. PCC TA EXIT. R. T CONT.. TRIPLET LAKE DR. EXIT. ANITARY EER 27 EXIT. ANITARY EER EXIT. B-00 COPPER EXIT. EX R.. TRIPLET LAKE DR. EXIT. EXIT. B-50 COPPER EXIT. CONTRACTOR HALL RELOCATE CONFLICTING ATER METER TO BACK OF IDEALK. INV (&E) AN-5 PROP. ANITARY MH RIM EL INV (&NE) PROP. 0" ANITARY PIPE EXIT. 6" ATER EXIT. 4" RECLAIM ATER Y PIPE 0" 0" PROP. 0" ANITARY PIPE MATCHLINE MATCHLINE EXIT. 8" PIPE REPLACE EXIT. 6" ATER ITH 6" DI PIPE REMOVE 250 LF OF EXIT. ANITARY EER EX-2 PROP. ANITARY MH RIM EL PROP. INV () EX EXIT. B-50 C EXIT. 6" AT EXIT. 8 T. EXIT. ANITARY EER AN AN 6' CONC. IDEALK ATER ATER ATER ATER ATER ATER ATER ATER EXIT. R. ATER EDGE OF PAVEMENT ATER ATER ATER EXIT. R. PCC TA ' CONC. IDEALK EXIT. R. EXIT. R. EXIT. R. CONT.. TRIPLET LAKE DR.. TRIPLET LAKE DR. EXIT. R. EXIT. ANITARY EER EXIT ATER DATE DECRIPTION DATE 7--4 UPDATED ANITARY, HYDRANT, AND ATER CALLOUT EXIT. B-50 COPPER EXIT. 6" ATER EXIT. ANITARY EER EXIT. EXIT. B-50 COPPER EXIT. REMOVE 250 LF OF EXIT. ANITARY EER CONTRACTOR HALL RELOCATE CONFLICTING ATER METER TO BACK OF IDEALK. EXIT. 4" RECLAIM ATER DECRIPTION EXIT. HYDRANT AN-3 PROP. ANITARY MH RIM EL PROP. INV (E) EXIT. INV () AN-4 PROP. 0" ANITARY PIPE PROP. ANITARY MH RIM EL " EXIT. 8" PIPE EXIT. ANITARY EER (TO REMAIN) MATCHLINE MATCHLINE Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) CITY OF CAELBERRY REPLACE EXIT. 6" ATER ITH 6" DI PIPE 7//204 4:26 PM \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\utils\utadrd02.dwg HEET 29 REPLACE EXIT. 6" ATER ITH 6" DI PIPE

8 ATER ATER 26 EXIT. R. 6' CONC. IDEALK. 4" RECLAIM ATER B-50 COPPER EXIT. EXIT. R. EXIT. R. 6' CONC. IDEALK MATCHLINE EXIT. B-50 COPPER EXIT. R. ONE EACH EXIT. B-00 COPPER TEL CABLE EXIT. B-50 COPPER TEL CABLE EXIT. ELCETRIC EXIT. 6" ATER EXIT. 8" PIPE ATER EXIT. ANITARY EER ATER ATER AN D EXIT. HYDRANT PCC TA TRIPLET LAKE DR. EXIT. 28 EXIT. B-50 COPPER ATER EXIT. R. ATER EXIT. R. END PROJECT TA PT TA EXIT. EDGE OF PAVEMENT 5' CONC. IDEALK End TA EXIT. B-50 COPPER CONTRACTOR HALL RELOCATE CONFLICTING ATER METER TO BACK OF IDEALK. EXIT. EXIT. 4" RECLAIM ATER 0 0 D D THI PACE INTENTIONALLY LEFT BLANK DATE DECRIPTION DATE UPDATED ANITARY AND HYDRANT 7--4 CALLOUT DECRIPTION Environmental ervices 225 E. Robinson treet, uite 0 Orlando, FL 3280 (407) CITY OF CAELBERRY 7//204 4:26 PM HEET \\vhb\proj\orlando\ oxford rd-s lake triplet\cad\te\68002-triplet\utils\utadrd02.dwg

3.4 BUTT FUSION WELDING

3.4 BUTT FUSION WELDING 3.4 BUTT FUSION 3.4.1 INTRODUCTION The butt welding proce conit of the joining of two component (pipe and/or fitting) of equal diameter and thickne in which the urface to be welded are heated until melting