CITY OF MELBOURNE. hickory street LOCAL AGENCY PROGRAM (LAP) PROJECT FINANCIAL PROJECT ID CITY PROJECT No: CITY OFFICIALS SP-4
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- Gordon Wilkerson
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1 PLAS hickory street COMPOETS OF COSTRUCTIO PLAS SET LOCAL AGECY PROGRAM (LAP) PROJECT FIACIAL PROJECT ID ROADWAY PLAS PLAS CITY PROJECT o: 854 STREET LIGHTIG PLAS LADSCAPE PLAS FA o C IRRIGATIO PLAS UTILITY PLAS (FEDERAL FUDS) SHERIDA ROAD PLAS IDEX OF FROM E. EW HAVE TO E. ASA BLVD PLAS MELBOURE AIRPORT KEY SP-2 - SP-3 SUMMARY OF QUATITIES CITY OFFICIALS SP-4 GEERAL TES KATHY MEEHA...MAYOR SP-5 - SP-6 MARKIG S SP-7 - SP-8 GUIDE WORKS U SP- S- 58 DA PORSI...VICE MAYOR S. BABCO CK ST. E. ASA BLVD. MIKE WLI...COUCIL MEMBER PROJECT LOCATIO BETTY MOORE...COUCIL MEMBER DEBBIE THOMAS...COUCIL MEMBER E. SHERIDA RD. MOLLY TASKER...COUCIL MEMBER TERESA LOPEZ...COUCIL MEMBER E. HIBISCUS BLVD. MICHAEL A MCEES...CITY MAAGER JEI LAMB, P.E...CITY EGIEER E. FEE AVE. E. LICOL AVE. SHOP DRAWIGS 92 PALMETTO AVE. E. STRAWBRIDGE AVE. TO BE SUBMITTED TO: RADU IOA A, P.E. E. EW HAVE AVE. 2 E ROBISO ST SUITE 45 ne a r C Creek ORLADO, FL 328 PLAS PREPARED BY: CERTIFICATE OF AUTHORIZATIO 7524 TE: THE SCALE OF THESE PLAS MAY HAVE CHAGED DUE TO REPRODUCTIO. GOVERIG STADARDS AD SPECIFICATIOS: This item has been electronically signed and sealed by Radu I. an, PE on 8/3/27 using a Digital Signature. Florida Department of Transportation, FY27-28 Design Standards and Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. For Design Standards click on the "Design Standards" link at the PLAS following web site: EGIEER OF RECORD: RADU IOA A, P.E. revised Index Drawings as appended herein, and July 27 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents. P.E. :7732 For the Standard Specifications for Road and Bridge Construction click on the "Standard Specifications" link at the following web site: FISCAL LOCAL AGECY PROJECT MAAGER:TAMI GILLE, P.E. rnan 7/2/27 :45:48 AM YEAR 27 SP- TH E OFFICIAL RECORD OF TH IS SH EET IS TH E ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G , F. A. C. H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\keyssp.dgn
2 TABULATIO OF QUATITIES - PART "A" PAY ITEM UIT UMBERS TOTAL - PART "A" GRAD TOTAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL CODUIT, FURISH & ISTALL, OPE TRECH LF CODUIT, FURISH & ISTALL, ABOVEGROUD LF AL CABLE- REPAIR/REPLACE/OTHER, FURISH & ISTALL LF PULL & SPLICE BOX, F&I, 3" x 24" COVER SIZE EA ELECTRICAL POWER SERVICE, F&I, UDERGROUD, METER FURISHED AD ISTALLED BY POWER COMP AS ELECTRICAL SERVICE WIRE LF ELECTRICAL SERVICE DISCOECT, F&I, POLE MOUT EA PRESTRESSED COCRETE POLE, F&I, TYPE P-II SERVICE POLE (2') EA ALUMIUM ALS POLE, RELOCATE EA MAST ARM, REMOVE SHALLOW FOUDATIO, BOLT O ATTACHMET EA TRAFFIC AL, RELOCATE- ICLUDES REMOVAL AD REISTALLATIO AS PEDESTRIA AL, RELOCATE AS RECTAGULAR RAPID FLASHIG BEACO, F&I- AC POWERED, COMPLETE ASSEMBLY- SIGLE DIRECTIO AS RECTAGULAR RAPID FLASHIG BEACO, F&I- AC POWERED, COMPLETE ASSEMBLY- BACK TO BACK AS LOOP ASSEMBLY, F&I, TYPE B (6' X 6') AS LOOP ASSEMBLY, F&I, TYPE F (6' X 4') EA PEDESTRIA DETECTOR, RELOCATE EA 2 2 SIGLE POST, F&I GROUD MOUT, UP TO 2 SF AS SIGLE POST, F&I GROUD MOUT, 2-2 SF AS 7--3 SIGLE POST, F&I GROUD MOUT, 2-3 SF AS SIGLE POST, RELOCATE AS SIGLE POST, REMOVE AS RETRO-REFLECTIVE PAVEMET MARKERS EA THERMOPLASTIC, STADARD, WHITE, SOLID, 24" LIE LF THERMOPLASTIC, STADARD, WHITE, 2-3 DOTTED, 2" GM 7--6 THERMOPLASTIC, STADARD, WHITE, MESSAGE OR SYMBOL EA THERMOPLASTIC, STADARD, WHITE, ARROW EA THERMOPLASTIC, STADARD, YELLOW, SOLID, 8" DIAGOAL OR CHEVRO LF THERMOPLASTIC, PREMED, WHITE, SOLID, 2" LF THERMOPLASTIC, PREMED, WHITE, SOLID, 24" LF 7-5- THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES WHITE, SOLID, 6" GM THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES, WHITE, SKIP, 6", 2-4 SKIP GM THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES, YELLOW, SKIP, 6", 6- SKIP AD -3 SKIP GM THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SUMMARY OF QUATITIES SP-2 $USER$ $$ $$ $FILE$
3 TABULATIO OF QUATITIES - PART "B" PAY ITEM UIT UMBERS TOTAL - PART "B" GRAD TOTAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL CODUIT, FURISH & ISTALL, OPE TRECH LF CODUIT, FURISH & ISTALL, ABOVEGROUD LF AL CABLE- REPAIR/REPLACE/OTHER, FURISH & ISTALL LF PULL & SPLICE BOX, F&I, 3" x 24" COVER SIZE EA ELECTRICAL POWER SERVICE, F&I, UDERGROUD, METER FURISHED AD ISTALLED BY POWER COMP AS ELECTRICAL SERVICE WIRE LF ELECTRICAL SERVICE DISCOECT, F&I, POLE MOUT EA PRESTRESSED COCRETE POLE, F&I, TYPE P-II SERVICE POLE (2') EA ALUMIUM ALS POLE, RELOCATE EA MAST ARM, REMOVE SHALLOW FOUDATIO, BOLT O ATTACHMET EA TRAFFIC AL, RELOCATE- ICLUDES REMOVAL AD REISTALLATIO AS PEDESTRIA AL, RELOCATE AS RECTAGULAR RAPID FLASHIG BEACO, F&I- AC POWERED, COMPLETE ASSEMBLY- SIGLE DIRECTIO AS RECTAGULAR RAPID FLASHIG BEACO, F&I- AC POWERED, COMPLETE ASSEMBLY- BACK TO BACK AS LOOP ASSEMBLY, F&I, TYPE B (6' X 6') AS LOOP ASSEMBLY, F&I, TYPE F (6' X 4') EA PEDESTRIA DETECTOR, RELOCATE EA SIGLE POST, F&I GROUD MOUT, UP TO 2 SF AS SIGLE POST, F&I GROUD MOUT, 2-2 SF AS 7--3 SIGLE POST, F&I GROUD MOUT, 2-3 SF AS 3 3 SIGLE POST, RELOCATE AS SIGLE POST, REMOVE AS RETRO-REFLECTIVE PAVEMET MARKERS EA THERMOPLASTIC, STADARD, WHITE, SOLID, 24" LIE LF THERMOPLASTIC, STADARD, WHITE, 2-3 DOTTED, 2" GM THERMOPLASTIC, STADARD, WHITE, MESSAGE OR SYMBOL EA THERMOPLASTIC, STADARD, WHITE, ARROW EA THERMOPLASTIC, STADARD, YELLOW, SOLID, 8" DIAGOAL OR CHEVRO LF THERMOPLASTIC, PREMED, WHITE, SOLID, 2" LF THERMOPLASTIC, PREMED, WHITE, SOLID, 24" LF THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES WHITE, SOLID, 6" GM THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES, WHITE, SKIP, 6", 2-4 SKIP GM THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM THERMOPLASTIC, STADARD-OPE GRADED ASPHALT SURFACES, YELLOW, SKIP, 6", 6- SKIP AD -3 SKIP GM THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SUMMARY OF QUATITIES SP-3 $USER$ $$ $$ $FILE$
4 GEERAL TES: ALIZATIO TES: UTILITY LOCATIO TES:. 2. ALL WORK SHALL COM TO FDOT STADARD SPECIFICATIOS ROAD & BRIDGE COSTRUCTIO (JULY 27), FDOT DE STADARDS (27-28), AD CURRET STADARDS. IF SPECIFICATIOS OR STADARDS COFLICT, THE MOST STRIGET REQUIREMET SHALL PREVAIL. THE COTRACTOR SHALL BE RESPOSIBLE COTACTIG THE CITY OF MELBOURE TRAFFIC EGIEERIG PRIOR TO DISPOSAL OF REMOVED ITEMS. ALL ITEMS SHALL BE ISPECTED BY TRAFFIC EGIEERIG PERSOEL TO DETERMIE THE VALUE AD SERVICEABILITY OF THE ITEM PRIOR TO DELIVERY TO A APPROVED STORAGE SITE OR DISPOSAL OF THE ITEM. COTRACTORS WILL BE REQUIRED TO EXERCISE REASOABLE CARE I THE REMOVAL AD DELIVERY OF ALL ITEMS I ORDER TO MIIMIZE DAMAGE TO A OTHERWISE SERVICEABLE PIECE OF EQUIPMET. COTRACTORS WILL BE RESPOSIBLE PARTIAL OR FULL REPLACEMET VALUE DAMAGE CAUSED BY IMPROPER HADLIG OF A OTHERWISE SERVICEABLE PIECE OF EQUIPMET, AT THE SOLE DISCRETIO OF CITY OF MELBOURE TRAFFIC EGIEERIG PERSOEL THE IS STADARDIZED O TRAFFIC AL EQUIPMET. THE /TRAFFIC EGIEERIG AD OTHER CITY DEPARTMETS, AS APPLICABLE, SHALL APPROVE ALL EQUIPMET AD MATERIALS. THE COTRACTOR SHALL VERIFY CITY REQUIREMETS PRIOR TO BIDDIG. IT SHALL BE THE RESPOSIBILITY OF ALL APPLICABLE COTRACTORS TO TIFY, I WRITIG, THE TRAFFIC EGIEERIG DIVISIO AD PROVIDE A MIIMUM OF TWETY-FOUR (24) HOUR TICE PRIOR TO THE START OF TRAFFIC AL ISTALLATIO OR WORK WHICH MAY IMPACT THE RMAL OPERATIO OF EXISTIG TRAFFIC AL. IT SHALL BE THE RESPOSIBILITY OF THE COTRACTOR TO COTACT THE RESPECTIVE UTILITY COMPAIES PRIOR TO ISTALLATIO OF PEDESTRIA POLES, SERVICE POLES, RRFB SUPPORT STRUCTURE, PULL BOXES, CODUIT, OR OTHER EXCAVATIO OF KID. 33. THE COTRACTOR'S RESPOSIBILITIES RELATED TO UTILITIES ARE TED I THE ROADWAY PLAS. SEE ROADWAY PLAS UTILITY COTACT IMATIO. PAY ITEM TES: 34. PAY ITEM : POWER METER THE ELECTRICAL POWER SERIVCE WILL BE FURISHED AD ISTALLED BY FPL. THE COTRACTOR SHALL PROVIDE THE METER ECLOSURE AD RISER APPROVED BY FPL. I ADDITIO, THE COTRACTOR SHALL BE RESPOSIBLE COTACTIG FPL TO DETERMIE IF A TRASMER IS REQUIRED. IF REQUIRED, THE TRASMER WILL BE FURISHED AD ISTALLED BY FPL. FEE REQUIRED BY FPL THE POWER METER, TRASMER, SERVICE PROCESSIG FEE, DEPOSIT, ETC. RELATED TO THE POWER SERVICE WILL BE PAID BY THE CITY TO FPL SEPARATELY. 35. PAY ITEM 65--7: THE COTRACTOR SHALL ALSO PLUG AD WATERPROOF SEAL PRE-EXISTIG AD UUSED DRILL HOLES O THE AL MAST ARMS AS A RESULT OF THE RELOCATIO OF THE VEHICULAR TRAFFIC AL ASSEMBLIES. 3. IF DISPOSAL IS REQUIRED BY THE CITY, THE COTRACTOR SHALL BE REPOSIBLE DISPOSAL OF THE REMOVED ITEMS. 2. COTRACTOR SHALL MAITAI THE ITEGRITY OF THE ALIZED ITERSECTIOS AD AL SYSTEMS AD SHALL PROVIDE THE CITY OF MELBOURE /TRAFFIC EGIEERIG WITH VALID 36. PAY ITEM : ALL TYPE B LOOPS SHALL BE 6 FEET WIDTH BY 6 FEET LOG AD SHALL BE CETERED I THE VEHICULAR TRAVEL LAE. MARKIG TES: 4. ALL WORK SHALL COM TO THE MAUAL O UIM TRAFFIC COTROL DEVICES 24-HOUR COTACT TELEPHOE UMBER. THE COTRACTOR SHALL HAVE A IMSA LEVEL 2 TECHICIA O SITE THROUGH ALL PHASES OF COSTRUCTIO RELATED TO TRAFFIC ALS AD O CALL WITH A TWO HOUR MAXIMUM RESPOSE. 37. PAY ITEM : ALL TYPE F LOOPS SHALL BE 6 FEET WIDTH BY 4 FEET LOG AD EXTED 5 FEET BEYOD THE BAR (MUTCD). ALL S, CROSSIGS, ARROW AD BIKE LAE MARKIGS ARE TO COM TO FDOT IDEX 7346 AD 7347 (CURRET EDITIO) ULESS OTHERWISE SHOW O PLAS. REFER TO FDOT IDEX 7352 PLACEMET, TYPE AD SPACIG OF ALL REFLECTIVE PAVEMET MARKERS (RPM'S) ULESS OTHERWISE SHOW O PLAS. BLUE RPM'S SHALL BE PLACED 6 ICHES FROM EDGE OF PAITED CETERLIE OR PAITED YELLOW BARRIER LIE O THE SIDE EAREST THE FIRE HYDRAT. IF THE STREET HAS CETERLIE, BLUE RPM'S SHOULD BE PLACED 6 ICHES FROM THE APPROXIMATE CETER OF THE ROADWAY O THE SIDE EAREST THE HYDRAT. S O STAMPED COLORED S SHALL BE COMPLETED AS SHOW I THE STAMPED COLORED DETAIL, ULESS OTHERWISE SHOW O THE PLA. ALL BARS ARE THERMOPLASTIC. ALL S ARE TO BE THERMOPLASTIC. ALL ISTALLATIOS, EW OR RELOCATIOS, ARE TO COM TO CITY OF MELBOURE SPECIFICATIOS. ALL THE TEMPORARY S SHALL BE REMOVED PRIOR TO FIAL (PERMAET) THERMOPLASTIC MARKIGS. FIAL ASPHALT COURSE SHALL HAVE TEMPORARY S 3 DAYS PRIOR TO ISTALLATIO OF FIAL (PERMAET) THERMOPLASTIC MARKIGS. ALL EW PAEL SIZES SHALL COM TO THE MUTCD. RECTAGULAR RAPID FLASHIG BEACO (RRFB) TO BE ISTALLED PER FDOT IDEX 862. RRFB SHALL BE AC-POWERED AD SIGLE-SIDED FACIG O-COMIG TRAFFIC OR BACK-TO-BACK MOUTED O A SIGLE POST AS SHOW O PLA. ALL S I COFLICT WITH PAVEMET MILLIG AD WIDEIG, ROADWAY, LADSCAPE AD SIDEWALK MODIFICATIOS SHALL BE REMOVED ULESS OTHERWISE TED O THE PLA. AROUD THE SES OF ROUDABOUT MEDIA ISLADS SHALL BE COMPLETED AS SHOW I THE MEDIA ISLAD DETAIL, ULESS OTHERWISE SHOW O THE PLA THE LOCATIO OF PEDESTRIA POLES, RRFB SUPPORT STRUCTURE AD PULL BOXES MAY REQUIRE MIR FIELD ADJUSTMETS I ORDER TO AVOID UTILITY COFLICTS. PULL BOXES ARE T TO BE ISTALLED O CORERS CLOSE TO THE ROADWAY. PULL BOXES SHALL BE ISTALLED BEHID SIDEWALKS OR A MIIMUM OF FIVE (5) FEET AWAY FROM CURB. ALL PULL BOXES AD COVERS ARE TO BE OF APPROVED DE AD MATERIALS AD SHALL BE COSTRUCTED OF -METALLIC MATERIAL (COMPOSITE). ALL TRAFFIC AL PULL BOX COVERS SHALL HAVE THE APPROPRIATE IDETIFICATIO LABELS MOLDED I TO THE MATERIALS. ALL UDERGROUD CODUITS SHALL BE 2-ICH MIIMUM SCHEDULE 4. ALL CODUIT EDS SHALL BE SEALED WITH ELECTRICAL PUTTY WHE WIRIG IS COMPLETE. CODUIT RUS MUST BE COMPLETE WITH BOXES ISTALLED BEE CODUCTORS ARE PULLED I. ATIOAL ELECTRICAL CODE RULES COCERIG PERCET OF CODUIT FILL WILL BE APPLIED TO ALL AL CABLE ISTALLATIOS. THE COTRACTOR SHALL HAD DIG THE FIRST 2 FEET OF EACH PEDESTAL LOCATIO, SERVICE POLE LOCATIO, AD RRFB SUPPORT STRUCTURE LOCATIO TO VERIFY UTILITY COFLICTS. THE LOCATIOS OF KW UTILITY SHOW O THE PLA ARE APPROPRIATE OLY. THE EXACT LOCATIO OF UTILITIES SHALL BE DETERMIED BY THE COTRACTOR DURIG COSTRUCTIO. THE COTRACTOR IS RESPOSIBLE IDETIFYIG, TIFYIG, AD LOCATIG ALL EXISTIG UTILITIES WITHI THE S OF COSTRUCTIO RELATED TO TRAFFIC ALS AD RRFB. THE COTRACTOR SHALL PROTECT UTILITIES WHICH ARE I PLACE. THE COTRACTOR SHALL BE RESPOSIBLE COTACTIG FLORIDA POWER AD LIGHT (FPL) TO DETERMIE IF A SERVICE-PROCESSIG FEE OR DEPOSIT IS REQUIRED. IF REQUIRED, THE FEE AD DEPOSIT WILL BE PAID BY THE CITY TO FPL SEPARATELY. /TRAFFIC EGIEERIG SHALL ISPECT ELECTRICAL SERVICE ASSEMBLY, PRIOR TO BEIG EERGIZED. LOCATIOS SHOW POWER SERVICE POITS EACH ELECTRICAL SERVICE ARE APPROXIMATE LOCATIOS. THE COTRACTOR SHALL COTACT FPL AD CITY OF MELBOURE TRAFFIC EGIEERIG TO COORDIATE THE EXACT LOCATIO OF POWER SERVICE. THE COTRACTOR SHALL MAITAI OPERATIOS OF THE TRAFFIC ALS DURIG COSTRUCTIO. THE COTRACTOR SHALL BE RESPOSIBLE IDETIFYIG AD RE-UTILIZIG THE EXISTIG AL CODUITS AD LOOP PULL BOXES ACCESS TO THE COTROLLER ULESS OTHERWISE SHOW O PLA. UDER CIRCUMSTACES SHALL EERGIZED CABLE BE PLACED I THE SAME CODUIT OR PULL BOX AS LOOP LEAD-I CABLE. 38. PAY ITEMS, 7--2 AD 7--3: ALL POSTS SHALL BE A MIIMUM OF 2 ICH GALVAIZED SQUARE PUCH HOLE POSTS. ALL REFLECTIVE IGS SHALL BE TYPE DIAMOD GRADE. ALL STREET AME S SHALL BE BACK TO BACK. (TYP) varies (see landscape plan) (TYP) TO ISLAD PT LIE (WHITE) LIE (WHITE) varies varies varies (TYP) 2" 2" (TYP) (TYP) TO ISLAD PT STAMPED COLORED DETAIL (TYP.) MEDIA ISLAD DETAIL (TYP) STAMPED COLORED ASPHALT OR COCRETE.'.' THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 GEERAL TES SP-4 rnan 7/2/27 :48:3 AM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\gnntsp.dgn
5 SA STA E. EW HAVE AVE. BEGI IG & S STA. +43 STA STA AS L-4 MAY USE S T O P R3-7 R4- STA ' (LT) 8' (RT) FULL LAE STA. +64 STA "x8" 2 (LT) STA. +82 BIKE LAE BIKE LAE ED R3-9DP TIM E SKATIG RO LLERBLADIG SKATEBO ARDIG RT. # 2 O R BICYCLES COST. HICKORY STREET R3-7 24"x8" 2 (LT) STA. +56 O SIDEW ALK STA. +4 R7-2"x8" STA ' (LT) FL STATUTE 8.9 WITH TRESPASSIG BE CHARGED VIOLATORS WILL LOITERIG ' 5' 5' ' LOURDES CHURCH BIKE OUR LADY OF LAE EDS 2 FT STA (LT) STA AS L-4 = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS W6-2AP 3 E. STRAW BRIDGE AVE. 2 STA E. STRAW BRIDGE AVE. WATER WATER L-8 24"x8" W6-4P EXT 6 FT STA S T O P 22' (LT) STA C MELBOURE WOMA'S CLUB RT. # 2 KEEP MELBOURE BEAUTIFUL AS STA ADOPT A ROAD LOOP LEAD-I CABLE I EXISTIG CODUIT 4 5' ' ' 5' MATCH LIE STA STA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-5 2:23:23 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\plpsp.dgn
6 MATCH LIE STA STA ' ' ' 5' STA (LT) TIM E AS STA STA (LT) L-8 STA REPORT ALL SUSPICIOUS PERSOS TO MELBOURE POLICE DEPARTMET WARIG EIGHBORHOOD WATCH 2 22 PALM ETTO AVE ' (LT) STA STA PALM ETTO AVE. STA. 6+ STA (TYP.) STA AT 6' SPACIG STA STA (LT) STA TIM E REPORT ALL SUSPICIOUS PERSOS TO MELBOURE POLICE DEPARTMET WARIG EIGHBORHOOD WATCH = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS STA (LT) STA ' 5' ' 5' STA. 8+5 STA (LT) EIGHBORHOOD RESIDETS KEEP MELBOURE BEAUTIFUL ADOPT A ROAD STA. 3+6 E. LICOL AVE. 3 STA ' (RT) TO CORER STA (LT) STA. 3+6 STA ' (LT) COST. HICKORY STREET STA ' (LT) 35.2' (LT) FROM E. LICOL AVE. STA STA. 9+ ED 2.3' (LT) STA ' (RT) SCHOOL STA. 2+2 STA ' (LT) ZOE ' 5' 5' ' MATCH LIE STA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-6 2:24: PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP2.dgn
7 5' ' ' 5' SCHOOL 5 7:3-8: AM 2:45-3:5 PM AHEAD +8 LIBRARY EMPLOYEE OLY AT ALL S STAFF AD PUBLIC LIBRARY EMPLOYEE OLY AT ALL S DELIVERIES O EAST SIDE SCHOOL 5 7:3-8: AM 2:45-3:5 PM EXT 6 FT ALL WAY ALL W AY ALL W AY RT. # 2 RT. # 2 + 5' 5' 2' 2' MATCH LIE STA STA W6-4P 24"x8" 2 22 STA Park Tharington Charlie STA (LT) SCHOOL ZOE ED STA STA E. FEE AVE. AHEAD 9 23 E. FEE AVE. SCHOOL 5 WHE FLASHIG AT 6' SPACIG STA. +5 STA STA STA ' (RT) STA ' (RT) STA STA. +5 9' (LT) STA ' (RT) ALL WAY STA ' (LT) 24 COST. HICKORY STREET STA STA ' (LT) = BIDIRECTIOALBLUE/BLUE REFLECTIVE PAVEMET MARKERS STA ' (LT) MATCH LIE STA. +6. THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-7 2:24:36 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP3.dgn
8 MATCH LIE STA ' 5' 2' 2' 6 FT EXT W6-4P 24' (RT) 24"x8" AHEAD STA "WHITE STA ' (LT) O GRASS OR PAVEMET CROSSIG 6"WHITE WILDLIFE R7-L 2"x8" + 2"x8" R7-23AR P 2 HOUR 6AM - 6PM STA ' (LT) 2"x8" R7-23AL 6AM - 6PM 2 HOUR P R7-R 2"x8" STA ' (RT) +6.3 PAVEMET OR PARK HOURS 7:A.M. TO9:P.M. ULESS PERMITHAS BEE ISSUED DOGS MUSTBEOALEASH GRASS O STA '(RT) P 2"x8" 2 HOUR 6AM - 6PM COST. HICKORY STREET 2"x8" R7-R R7-23AL STA ' (LT) STA ' (RT) 23' (LT) STA O GRASS OR PAVEMET PAVEMET OR 38' (LT) STA GRASS O R- 24"WHITE 38' (LT) FROM RELOCATE TO SP-9 STA ' (RT) 2.5' (LT) STA. 3+5 MATCH LIE STA DETAILA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-8 2:24:57 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP4.dgn
9 28.29' 2.29' 32.65' 4.65' 48.65' 2.29' WATER $AUDIT_BAD_BLOCK POLE 3 38' (LT) STA DETAIL A R- DISTACE OF AL HEADS FROM POLE MATCH LIE STA ' (LT) FROM WILDLIFE CROSSIG DO T ETER POLE 2.5' (LT) PAVEMET STA OR 4 GRASS O RT. # 2' SPACIG +55 STA ' (RT) RELOCATED FROM SP-8 6AM - 6PM 2 HOUR 2"x8" R7-L P SAFETY BUCKLE-UP PAVEMET SAFETY BUCKLE-UP OR DO T ETER GRASS O R7-23AR 2"x8" 29' (LT) STA " ' SPACIG 'R ' +74 6" DBL. YELLOW 5.5' EXT 28' (LT) 6 FT STA W6-4P STA "WHITE AT 6' SPACIG 24"x8" +3 L- 7 L AS LIBRARY PUBLIC MELBOURE MUSEUM MEMORIAL LIBERTYBELL +34 STA STA. 2+ POLE 3 CROSSIG WILDLIFE EA 2 AS 2 EA ^ ^ LOOP LEAD-I CABLE I EXISTIG CODUIT FT " DBL. YELLOW ^ 3 AS SEE DETAIL A RPM# STA E. HIBISCUS BLVD. L-8R STA E. HIBISCUS BLVD. 8 FT ^ SEE DETAIL A 3 AS P8 +53' L-8 L-3 3 AS LIBERTYBELL MEMORIAL MUSEUM MELBOURE PUBLIC LIBRARY ADOPT A ROAD KEEP MELBOURE BEAUTIFUL P2 POLE STA ' 5' ' ' (LT) TES: ^ # EA "WHITE +38 STA ' (LT) TRAFFIC THROUGH RIGHT LAE MUST COST. HICKORY STREET STA "WHITE AT 6' SPACIG THE WEST LEG OF HICKORY EXISTIG = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS THE TED O ST/HIBISCUS BLVD SHALL MATCH THE THE COTRACTOR SHALL REPLACE THE RPM REMOVED ALOG THE -3 SKIP LIE DUE TO MILLIG TUR RIGHT +93 MATCH LIE STA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-9 2:26: PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP5.dgn
10 MUST STATE LAW WITHI BUCKLE-UP SAFETY I RT. # 2 TOWAWAY ZOE 4 TES: * ** + PULL BOX EXT TO EACH RRFB POST WITH A TOTAL OF 2 PULL BOXES AS SHOW O PLA. CODUIT LEGTH SHOW ICLUDES ALL UDERGROUD CODUITS COECTED TO THE POWER POLE, SERVICE POLE, PULL BOXES AD RRFB AS SHOW O PLA. AL CABLE LEGTH SHOW ICLUDES ALL AL CABLE COECTED TO THE RRFB THROUGH PULL BOXES AD UDERGROUD CODUITS AS SHOW O PLA. THE DO T ETER S IDICATED SHALL BE MOUTED AT A 45-DEGREE AGLE FACIG HICKORY STREET. W6-7PR AS R-5B RIGHT LAE 37' (LT) STA TUR RIGHT 36"x3" R4-4 BEGI STA RIG HT TUR LAE 27' (LT) YIELD TO BIKES 2 LF** 7 LF** 2 EA* STA ' (LT) 27' (LT) STA PEDESTRIA STA ' (LT) STA. 4+9 R-5B 27.5' (LT) 'S = BIDIRECTIOALBLUE/BLUE REFLECTIVE PAVEMET MARKERS MATCH LIE STA ' 5' ' STA = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS STA ISTALL WITH PART "B" ED PART "A" STA ' 27' (RT) STA AT 6' SPACIG (TYP.) ISTALL WITH PART "A" R-5B STA ' (RT) STA BG PART "B" STA ' (RT) AS ELEC COST. HICKORY STREET SKIP ('-3') 5 LF AS LF EA EA W6-7PR CERTIFICATE OF AUTHORIZATIO 7524 STA STA R-5B STA ' (RT) PEDESTRIA I + R5- ETER DO T + STA ' (RT) ETER ETER DO T DO T R5- STA ' (RT) 27' (RT) MATCH LIE STA SP- THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. $USER$ $$ $$ $FILE$
11 HR 2 6: AM TO 6:PM WATER STATE LAW WITHI STATE LAW WITHI I DO T ETER VISITOR'S CROSSIG Visitor & P LOT B I HOUR TWO HOUR 6: AM TO TWO 6: AM TO 6: PM TICE TRESPASSIG OVERIGHT VIOLATORS WILLBE PROSECUTED FLSTATUTE 8.9 6: PM TES: * PULL BOX EXT TO EACH RRFB POST WITH A TOTAL OF 4 PULL BOXES AS SHOW O PLA. ** CODUIT LEGTH SHOW ICLUDES ALL UDERGROUD CODUITS COECTED TO THE POWER POLE, SERVICE POLE, PULL BOXES AD RRFB AS SHOW O PLA. AL CABLE LEGTH SHOW ICLUDES ALL AL CABLE COECTED TO THE RRFB THROUGH PULL BOXES AD UDERGROUD CODUITS AS SHOW O PLA. + THE DO T ETER S IDICATED SHALL BE MOUTED AT A 45-DEGREE AGLE FACIG HICKORY STREET. BD/Y/Y RPM'S = BIDIRECTIOAL YELLOW/YELLOW REFLECTIVE PAVEMET MARKERS = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS R-5B R-5B R-5B AS PEDESTRIA PEDESTRIA 5 FT EXT MATCH LIE STA "x8" W6-4P 27' (RT) STA STA (RT) OE DO T ETER WAY 4 (RT) STA. 4+5 R5-2 AS R6-2R 24"x3" WAY AT 6' SPACIG (TYP.) OE OE WAY WATER SA SA STA ' (RT) ETER W6-7PR (LT) STA STA. 43+ (RT) COST. HICKORY STREET SKIP ('-3') 43.5' (RT) STA DO T + R-5B R5- R6-2L 24"x3" WAY DO T OE 4 EA* EA 5 LF** 5' 5' STA ETER R6-2L 24"x3" OE WAY STA BD/Y/Y SPACIG (O CURB) 32' (RT) STA ' (RT) 24"x3" R6-2R 7--2 PEDESTRIA I WAY ETER DO T OE 29' (LT) SA SA STA R5- + STA ' (RT) 3' (RT) STA STA ELEC SKIP (6'-') STA ' (RT) LF** STA LF AS 27' (LT) LF EA EA AS STA STA ' (RT) STA R-5B 27' (LT) STA ' 5' 5' ' I Holmes Regional Medical Center PEDESTRIA STA Patient Parking SKIP (6'-') STA CAUTIO HUMP STA ' (RT) R-5B 27' (LT) STA STA EXT STA ' (LT) 24"x8" W6-4P 3 FT SLOW ' ' PEDESTRIA MATCH LIE STA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP- rnan 8/3/27 3::26 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP7.dgn
12 OUTLET TO CORER TWO HOUR 6: AM TO 6: PM TICE TRESPASSIG OVERIGHT VIOLATORS WILLBE PROSECUTED FLSTATUTE AD O PT A R O AD KEEP MELBOURE BEAUTIFUL CLUB TAGET RT. # 2 452'R D3-4 YIELD 7--3 R6-5P STA ' (LT) A B R-2 MATCH LIE STA '.' STA ' (RT) R-2 x36" R6-5P B A 7--3 STA ' (RT) YIELD 22' (LT) STA 'R 'R 6.5' 2.4' STA. + 9' (RT) 43'R 3.2' 8' 2'R 9.' SHERIDA RD 2.2'.' x36" 2"WHITE SKIP (2'-3') 2"WHITE SKIP (2'-3') 43'R 'R 5R 43'R STA ' (LT) 5.6' 4.2' 65'R STA ' (LT) STA 'R TAGET STA ' (LT) TAGET +4 STA ' (LT) 499'R STA STA ' (LT) A 2 (LT) YIELD ' (RT) MELBOURE WOMA'S STA ' 3 3 R-2 TAGET x36" R6-5P 7--3 STA ' (RT) 75'R +9 COST. HICKORY STREET +34 B STA ' (LT) AT ' SPACIG 24' (LT) STA ' (RT) FROM SKIP (6'-') +82 STA ' (RT) = BIDIRECTIOAL PAVEMET MARKERS 2.' BLUE/BLUE REFLECTIVE MATCH LIE STA STA ' (LT) THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-2 2:28:36 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP8.dgn
13 3"x24" R6-4 STA ' (LT) STA ' (LT) 2.' TAGET 452'R STA ' (LT) *** STA. 5+ 9' (LT) MATCH LIE STA F x36" R-2 STA. 5+7 (RT) R-2 STA ' (RT) 2.' x36" R6-4 3"x24" YIELD YIELD 4 2' WHITE 'R +76 *** TAGET STA 'R STA ' (RT) STA (RT) 89'R 6.5' 4.3' EASEMET LIE WITHI LAW STATE 54.6'R STA ' (RT) 4.9' 'R 9.'9.' DRIVEW AY 54.6'R BD/Y/Y SPACIG (O CURB) 2' WHITE SKIP (2'-3') (TYP.) 2.5' 2'R 2'R 5.' 54.6'R 5.' ' 4.' OAK ST. 2.9' COST. HICKORY STREET (TYP.) 2' WHITE STA ' (RT) +26 2'R 7.' STA ' (RT) 7.6' 54.6'R YIELD STA ' YOUR 7. 89'R STA ' (RT) R6-4 3"x24" SAFETY 'R PLEASE USE SIDEWALKS AD S R-2 2' WHITE *** STA ' (RT) x36" STATE LAW STA ' (LT) +8 TAGET TAGET 53 5' (LT) WITHI STA ' (LT) STA STA ' (RT) E 2'R STA 'R STA ' (LT) R6-4 YIELD 3"x24" x36" R-2 STA ' (LT) STA F +64 *** 5' 5' 2' 2' BD/Y/Y SPACIG (O CURB) AT 6' SPACIG MATCH LIE STA TES: STA ' (RT) *** ALL R6-4 S SHALL BE MOUTED AT FOUR (4) FEET MOUTIG HEIGHT. BD/Y/Y RPM'S = BIDIRECTIOAL YELLOW/YELLOW REFLECTIVE PAVEMET MARKERS = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-3 2:28:58 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP9.dgn
14 STA ' (LT) 4 RT. # 2 W2-6 Oak St D STA ' (LT) W6-8P STA ' (RT) ALL R6-4 S SHALL BE 5' 54 MATCH LIE STA AT 6' SPACIG (TYP.) 37' (RT) FROM 55 COST. HICKORY STREET STA ' (RT) R- 22' (LT) 56 STA STA = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS 2' 2' 5' 5' MATCH LIE STA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 = BIDIRECTIOALBLUE/BLUE REFLECTIVE SP-4 2:29:22 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP.dgn
15 5' 2' 2' 5' 4 STA STA ' (LT) RT. # 2 AT 6' SPACIG (TYP.) DIRECTIOALBLUE/BLUE REFLECTIVE MATCH LIE STA COST. HICKORY STREET ' (RT) FROM STA ' (RT) FDC BUCKLE-UP W6-2AP = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS SAFETY R FT EDS 6 LAE BIKE 39' (RT) FROM STA ' (RT) R- 6 BUCKLE-UP SAFETY 'R +34 STA ' (RT) 62 MATCH LIE STA THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-5 2:29:45 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP.dgn
16 4 24"x8" R- R3-7 RT. # 2 BIKE LAE 4' (LT) FROM MATCH LIE STA ACTIVE COSTRUCTIO AT OF SURVEY 62 OLYOLY 2' ED ACTIVE COSTRUCTIO AT OF SURVEY BIKE LAE R3-8 3"x3 STA ' (LT) R3-9DP 22' (RT) STA STA "x8" R3-7 STA ' (RT) TUR RIGHT MUST STA RIGHT LAE 63 R R STA ' (LT) 26' (RT) +3 3' 2' R3-7R 3"x3 5' L- 4 L- 4 2 AS = BIDIRECTIOAL BLUE/BLUE REFLECTIVE PAVEMET MARKERS 2' 'R ' +75 WATER WATER WATER 64 E. ASA BLVD. LOOP LEAD-I CABLE I EXISTIG CODUIT ' WIDE SPACIG PER FDOT STADARD IDEX 7346 TRASVERSE LIE AT ' SPACIG STA STA COST. HICKORY STREET ED IG & S STA AT 6' SPACIG (TYP.) LOOP LEAD-I CABLE I EXISTIG CODUIT THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 SP-6 2:3:9 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP2.dgn
17 AME A QTY 6 STATIO(S) AME B QTY 6 STATIO(S) PAEL 47+ PAEL 47+ WIDTH 3'-8" WIDTH.5" HEIGHT 9" RADII.5" LEGED WHITE COLORWHITE +67 WIDTH 4'-" WIDTH.5" +67 3'-8" HEIGHT 9" RADII.5" LEGED WHITE COLORWHITE 4'-" COLOR GREE COLOR GREE SYMBOL(S) AGLE X Y WID HT '-9".5" 6"C.5" 4.5" 3"C.5" SYMBOL(S) AGLE X Y WID HT '-9".5" 6"C.5" 4.5" 3"C.5" EDGE OF OF LAE POSTS CLEARACE COLUM SIZE AVERAGE LEGTH R=.5" TH=.5" EDGE OF OF COLUM SIZE AVERAGE LAE POSTS LEGTH CLEARACE R=.5" 9." 29.9" 9." 33.9" TH=.5" OF LIGHT FIXTURES FIXTURE SPACIG PHOTOMETRIC CURVE WATT VOLTAGE OF LIGHT FIXTURES FIXTURE SPACIG PHOTOMETRIC CURVE WATT VOLTAGE H i c k o r y S t L S h e r i d a n S t L AME 9" C WIDTH 4'-3" WIDTH.5" HEIGHT RADII.5" LEGED WHITE COLORWHITE COLOR PAEL GREE QTY 2 STATIO(S) AME D QTY SYMBOL(S) AGLE X Y OF POSTS EDGE OF LAE CLEARACE COLUM SIZE WID S t r a w PAEL 56+7 HT AVERAGE LEGTH '-9" R=.5" TH=.5" 4'-3" 46.4" OF LIGHT FIXTURES FIXTURE SPACIG PHOTOMETRIC CURVE WATT VOLTAGE b r i d g e A v e L " 6"C.5" 4.5" 3"C.5" WIDTH 2'-7" WIDTH.5" HEIGHT 8" LEGED BLACK COLORBLACK COLOR YELLOW RADII.5" SYMBOL(S) AGLE X Y OF POSTS EDGE OF LAE CLEARACE COLUM SIZE STATIO(S) WID HT AVERAGE LEGTH O a k S t L '-8" R=.5" TH=.5" 2'-7" 26.4" OF LIGHT FIXTURES FIXTURE SPACIG PHOTOMETRIC CURVE WATT VOLTAGE " 6"D " THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 GUIDE WORK SP-7 2:3:39 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP3.dgn
18 AME E QTY STATIO(S) AME F QTY 2 STATIO(S) PAEL +66 4'-3" PAEL 5+ 5'-5" WIDTH 4'-3" WIDTH.75" WIDTH 5'-5" WIDTH.75" HEIGHT 8" RADII.5" 2." HEIGHT 8" RADII.5" 2." LEGED WHITE COLORWHITE COLOR GREE 6" LEGED WHITE COLORWHITE COLOR GREE 6" SYMBOL(S) AGLE X Y WID HT -6" 6"D 4." SYMBOL(S) AGLE X Y WID HT -6" 6"D 4." 6" 6" 2." 2." EDGE OF OF LAE POSTS CLEARACE COLUM SIZE AVERAGE LEGTH R=.5" TH=.75" 9." 26.4" 4.2" EDGE OF OF LAE POSTS CLEARACE COLUM SIZE AVERAGE LEGTH R=.5" TH=.75" 9." 4.4" 4.2" 3.5" 2.7" 3.5" 2.7" 2.7" 2.7" OF LIGHT FIXTURES FIXTURE SPACIG PHOTOMETRIC CURVE WATT VOLTAGE OF LIGHT FIXTURES FIXTURE SPACIG PHOTOMETRIC CURVE WATT VOLTAGE O a k S t L H i c k o r y S t L THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITIALLY ED AD SEALED UDER RULE 6G5-23.4, F.A.C. CERTIFICATE OF AUTHORIZATIO 7524 GUIDE WORK SP-8 2:3:23 PM H:\8\886 - Hickory Street Complete Streets Design\dwgs\design\Signing\PLPSP4.dgn
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