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Home My Public Portal AboutResolution 2022-23 Removal of On-Street Parking Aplin and MaloneRESOLUTION 2022- 23 A RESOLUTION OF THE CITY COUNCIL, CITY OF CRESTVIEW, FLORIDA SUPPORTING THE FLORIDA DEPARTMENT OF TRANSPORTATION'S DESIGN AND CONSTRUCTION WHICH INCLUDES THE REMOVAL OF ON -STREET PARKING ON THE SR 85 CORRIDOR FROM APLIN ROAD TO MALONE DRIVE AND RESTRIPING THE AREA, IDENTIFIED AS FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FINANCIAL PROJECT IDENTIFICATION (FPID) NO: 445732-1-52-01 WHEREAS, FDOT District Three has included within its Project No: 445732-1-52-01 the design and construction of the removal of on -street parking on the SR 85 Corridor from Aplin Road to Malone Drive and restriping that area within the City of Crestview, Florida; and WHEREAS, the City of Crestview has expressed a desire for the removal of the on -street parking. NOW, THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL, CITY OF CRESTVIEW, FLORIDA that: 1. The foregoing whereas statements are true and correct and are incorporated herein by reference. 2. The City of Crestview, Florida, through its City Council, requests the Florida Department of Transportation to include in its design and construction the removal of on -street parking on the SR 85 Corridor from Aplin Road to Malone Drive and restriping that area to disallow usage, which is identified as FDOT Project No: 445732-1-52-01. 3. This Resolution shall be effective upon passage and adoption by the City Council of City of Crestview, Florida. 4. A copy of this Resolution will be forwarded to the Florida Department of Transportation upon its adoption which is evidence of the Council's support of the Department action. PASSED AND ADOPTE is 22nd day of August 2022. Maryari e Sch.adcw, City Clerk CONTRACT PLA NS COMPONENTS IND EX , . GOVERNGOVERNRRG STANDARD PLANS: - -. - FY2022-23 5trandustui Pla,s fo, Roau l Co nstru ct,._ ;Rs ace Sta ndard P lans for EFF, Cumpone ct GO VERNING STRi furl for Roa d a nd Con stru ctio n tho crebsit, DEPA • S TATE OF FLORIDA TMENT OF TRANSPORTATI ON ROAD WA Y PLANS FINANCIAL PROJECT ID 445732-1-52-01 (FEDERAL FUNDS) OKALOOSA COUNTY (57050) STATE ROAD NO. 85 (5 FERDON BLVD) FRO M SOUTH OF W REDSTONE AVE TO SR 10 (US 90) ENNINETAR ;_ D. 1"=5(Y MD/Y RPM'S @ 8" SPACING ON TOP OF — TRAFFIC SEPERATOR AT M EDIAN OPENING W/ YELLOW REFLECTIVE PAINT (TYP.) 24 " W HITE PREFORME D —' THERMOPLASTIC 6" WHITE 10'-30' SKIP W/ — 24" WHITE W/R RPM 'S @ 40' SPA CING 6" YELLOW — 6" WH ITE — 907 -- — ---9`07 6" W HITE — 6" YELLOW -- 6" WH ITE 20'-30' SKIP W/ -- W /R RPM'S @ 40' SPACING LEGEND MILLING AND RESURFACING 4" CONCRETE SIDEWALK RECONSTRUCTION (6" AT DRIVEW AYS AND CURB RAMPS) +93 / ( EXIST. R/ W EXIST. R/ W —/ 12" WH1TE 6" WHITE 2'-4' — DOTTED GUI DE 21 .0/7 RPM'S @ 8" SPACING ON TOP OF F -TYPE CURB AT ME DIAN OPENING W/ YELLOW REFLECTIVE PAINT (TYP.) +13 +4 24 " WHITE PREFORMED +12 +4 THERMOPLASTIC 6" WHITE W/ W/R --- RPM'S C 20' SPACING 12" WHITE +83ti 2- +05 TUBUL AR MARKER (YELLO W)) at +OS`s +05 24 " WHITE PREFORMED T HERMOPLASTIC 6" WHITE 2'-4' -- DOTTED GUIDE 12 " W HITE —" 18 " WHITE (TYP.) @ 30' 0.C. 6" WHITE W/ — W/R RPM'S @ 20' SPACING EXIST. R/W - -64, +8(5, _ x+12 .+22 24" WHITE PR EFORMED — .. T HER MOPLASTIC u. 72" W HITE -"31 r t TUBULAR MARKER - - - - - (YELLO W) I2 BEGIN NORT HBOUND - 12r LANE TAPPER __ ,_ ST 9._912+27 .25 .+45 +92, 24" WHITE PREFORMED ' THERMOPLASTIC 24" WHITE 78 '+28 v-88 '. +90 6" WHITE 10'-30' SKIP W/ Z W/R RPM'S (a 40' SPACING C 18 " WHITE (TYP.) @ 30' 0 .C. 6" YELLO W -- 6" WHITE W/ W/R — RPM'S @ 20' SPACING EXIST. R/ W DAT E DESCRIPTIO N REV ISIONS DA TE i DESCRIPTION EN GINEER OF RE CORD MEREDITH RUTH HURD, P.E. P.E. LICENSE NUMBER 72295 IGRE5HAM SMITH •. -073 SUMMIT LAKE DRIVE, SUITE 155 .'ALLAHASSEE, FL 32317 ST. -1TE OF FLORIDA DEP ART MENT OF TRA NSPORTATI ON ROAD N0. _ 5R 85 COUNTY _FINANCIAL PROJECT ID] OKALOOSA 445732-1-52-0I SIGNING AND PAVEMEN T MA t"'KING PLAN SHEET NO. h 0' e Vt w z C 0 0 0 s 0 0 W Q 0 C — 6" WH ITE W/ W/R RPM 'S @ 20' SPACING 18" WHITE (TYP.) 5 30' 0.C. 1 A5 END NORTHBOUND LANE TAPPER STA. 913+70.55 10700 1 60 1 A5 6" WHITE 1 0-30' SKIP W/ -- W/R RPM'S @ 40' SPACING TO RE MAIN I I 12_ 2,71 6" WHITE W/ W/R -. \ RPM'S @ 20' SPACING \ 3 + 87\ Z I z p I L __j TO REM AIN EXIST . R/W , \ -1-31 +6 MD/Y RPM'S @ 8" SPACING ON TOP OF — F -TYPE CURB AT MEDIAN OPENING 0/ YELLOW REFLECTIVE PAINT (TYP.) 18 " WHITE (TYP.) 5 30' 0.C. -- MD/Y RPM'S 5 6' SPACING ON TOP OF -- F-TYPE CURB AT ME DIAN OPENING 6/ YELLOW REFLECTIVE PAINT (TYP .) ,-81 6" WHITE - 7705 10 1 2 A5 STA . 918 +14 (0141-3) 18"x18" 0700 1 77 1705 70 1 11 A5 STA. 918+26 1 AS (001-3) STA . 918 +22 18"x18" ,AA— 6" YELLOW 6-10' SKIP — 6" WHITE W/ W/R 6" WHITE W/ W/R -� 1 - - RPM'S @ 20' SPACING RPM 'S @ 20' SPACING 916_ +16 +a3 32 - 978- N1 "36'39"E A„-6-0 TUBULAR MARKER (YELLO W) 70 EXIST. R/W -._ ._. .._, . - - +9 WRONG WAY ARROW LEGEND MILLING AND RESURFACING 4" CONCRETE SIDEWALK RECONSTRUCTION (6" AT DRIVEW AYS AND CURB RAMPS) 18" WH ITE (TYP.) @ 30' O.C. 6" YELLOW 6" WH ITE 10-30' SKIP W/ W/R RPM'S 5 40' SPACING 6" W HITE W/ W /R RPM'S @ 20' SPACING 6" WHITE 6-10' SKIP 12" WHITE e�+37 1STOPI; 7 '0 REMAIN 24" WHITE 7\- TUBULAR MARKER (YELLOW) 18 " WHITE (TYP) @ 30' 0.5 . 6" YELLOW --` 6" WHITE W/ W/R \RPM'S 5 20' SPACING TO REMAI N - MD/Y RPM'S @ 8" SPACING ON TO P OF F -TYPE CURB AT MEDIAN OPENING W/ YELLOW REFLECTIVE PAINT (TYP .) — 6" WHITE 6'-10' SKIP REVISIONS DATE DESCRIPTION i DATE D ESCRIPTIO N ENGINEER OF RECORD ,MEREDITH RUTH HURD, P. E. _P.E. LICENSE NUMBER 72295 _•.:-RESHAM SMITH .'073 SUMMIT LAKE DRIVE, SUITE 155 li ALLAH ASSEE, FL 32317 57/4 TE OF FLORIDA DEPARTMENT OF T RANSPOR7:4.TION r ROAD NO. COUNTY _ FINANCIAL PROJECT /D 58 85 OKALOOSA 445732-1-52-01 S IGNING AND PAVEMENT MA/ KING P LAN NIC FILE DIGITALLY SIG NED AND SEALE o THE OFFICI AL =50' 18" WH ITE (TYP. )-----, 30' 0.C, 6" WHITE W/ W/R RPM'S @ 20' SPACING 6" YELLOW —, 6" YELLOW TO RE MAIN TO REMAIN ---1 MD/Y RP M'S @ 6" SPACING ON TOP OF F -TYPE CURB AT MEDIAN OPENING W/ YELLOW REFLECTIVE PAINT (TYP.) 6" WHITE 10'-30' SKIP W/ — W/R RPM'S @ 40' SPACING EXIST. R/ W 18" W HITE (TYP.) — @ 30' 0.C. _ TUBULAR MARKER (YELLOW)'— ,-I-O:Fg +09' ,+09 +73 7- 6" W HITE W/ W/R RPM 'S @ 20' SPACING W RONG WAY ARROW 6" WHITE 6-10' SKIP — 6" WHITE 10'-30' SKIP W/ W /R RPM'S @ 40' SPACING LEGEND MILLING AND RESURFACING 4" CONCRETE SIDEWALK RECONSTRUCTION (6" AT DRIVEW AYS AND CURB RAMPS) 6" YELLOW 6-10' SKIP —€ 74: TO REMAIN LJ r 0700 1 60 r_ 24 " WHITE 11 — 12 " I 18" WHITE (TYP.) -- W HITE I I 6" WHITE W/ 0++ 1 W/R RPM'S @ "3j 1 20' SPACING -+48 30 12" WHITE —' -32 46 +93 T, WRONGYS ARROWA W+57 9 .. 92 _ +05; 7 AS V. R2-1) 30"836" 0700 1 11 11 AS 5TA . 926 +10 w2 6" YELLOW 6-10' SKIP MD/Y RPM 'S @ 8" SPACING ON TOP OF — F -TYPE CURB AT MEDIAN OPENING W/ YELLOW REFLECTIVE PAINT (TYP .) TUBULAR MARKER (YELLO W) 6" YELLOW —. EXIST. 9/07 —� -925-+28- 926 -802 +28 TUBULAR MARKER (YELLOW) +27 L06 r-56 24" WHITE — E WILLIA MS AVE 89 T0PI TO REMAIN MD/Y RP M'S @ 8" SPACING ON TO P OF F -TYPE CURB AT MEDIAN OPENING IN/ YELLOW REFLECTIVE PAINT (TYP.) — 6" WHITE 6-10' SKIP ,' ( R2-1) 30"x36" Y700 1 71 STA. 926+53 /18" WHITE (TYP.) = @ 30' O.C. 6" WHITE W/ W/R -- RPM'S @ 20' SPACING WRONG WAY ARROW 0700 1 60 11 AS 1 AS 6" WHITE 6-10' SKIP — EXIST . R/W DATE 1 DESCRIPTION REVISIO NS EN GINE ER OF R ECORD DATE . DESCRIPTION r - -- -;MEREDITH RUTH HURD, P. E. P.E. LICENSE NUMBER 72295 GRESHAM SMITH __'073 SUMMIT LAKE D RIVE, SUITE 155 '/ALLAHASSEE, FL 32317 STA TE OF FLORIDA DE P ➢R 7MENT OF TRANSPORTATI ON RO AD NO, j CO UNTY FIN AN CIAL PROJECT ID 5R 85 OKA LOOSA 445732-1-52-01 SIGNIN G AND PAVEMENT MA/'KING PL AN RULE 61G75- CIAL RECORD OF THIS S HEET w x h 1 "=50' TO REMAIN 0705 10 1 12 A5 STA. 931 +84 (OM1-3) 18"018" W TO REMAIN TO REMAIN Imo- > O -- 6" YELLOW 6'-]0' SKIP I ,+ 9v 6 z rI L '___ v i Z .. .- 24" WHITE 0 Y " 3 ! 1 \/ - 6" W HITE 6'-70' SKIP 1 Z z z LL 1 \ m WRONG WAY I C o o CC -_ 12" WHITE A RROW \----�J 11 - 6" WHITE W/ W/R \ 6 "YELLOW-� 1 RPM'S @ 20' SPACING \ 1 6" YELLO W ]8" WHITE (TYP.)- \ \ 6'-10' SKIP @ 30' O.C . \ .. EXIST. R/W \ w (-)1 -0] + 5- -* 65 -- - Q `. '" +07" _ EXIST. R/W +338 TUBULAR MARKER (YELLOW ) M D/Y RPM'S @ 8" --SPACING ON TOP OF F -TYPE CURB e`. r29 - 45` \ AT MEDIAN OPENING W /+8 +07��"� \ - 6" WHITE 6'-10' SKIP YELLOW REFLECTIVE PAINT W \ (TYP.) W', Q \ 6" WH ITE 1C -30- SKIP W/ I \ �---e W/R RPM'S @ 40 SPACING 12' WHITE Q p • °-- ]2 WH ITE � � 6" WH ITE W/ W/R RPM 'S @ 20 SPACING -- U � � STOPI 18'WH ITE(TYP.)@30'0.0 �STOP1' • 24" WH ITE ,�� CO 6" W HITE 6'-10' SKIP K TO REMAIN W RONG W AY On ARROW W ', TO REMAIN MD /Y RPM'S @ 8" SPACING ON TOP OF 24 " WHITE CURB AT M ED IAN OPENING W/ YELLOW REFLECTIVE PAINT (TYP.) 6" WHITE 6-10' SKIP 6" WHITE 10'-30' SKIP W/ - W/R RPM'S @ 40' SPACING 1 "\ \ 91°36'39"6 10705 10 1 STA. 931+96 (091-3) 1 AS 18 "x18" 0700 1 11 STA. 931+92 ® 9 —' I TUBULAR MARKER (YELLOW) 37 • —+28-" $' 8E619 LANE TAPPER - i+485TA. 932 +30.00 l AS 24 " WHITE TO REMAIN \ 6" YELLOW W/ Y/Y - \ RPM' S @ 40' S PACING \ \\ 6" WHITE 10'-30' SKIP W/ - •• W/R RPM'S @ 40' SPACING \\ 6" WHITE 6-10' SKIP -t +7 \4 7;1 +86 CC W LEGEND MILLING AND RESURFACING 4" CONCRETE SIDEWALK RECONSTRUCTION (6" AT DRIVEW AYS AND CURB RA MPS) 18" WHITE (TYP .) @ 30' O.C. (OMI-3) +58 44 44 71 0.Y .: Fri 101 n I TO REMAIN (OM1-3) 18" x18 " 10705 10 1 STA. 933+84 MALONE (R6 -IL) 54 "91." 0700 1 11 STA. 933 +88 7 AS 6" D8L YELLOW W/ Y/Y RPM'S @ 40 ' SPACING TO REMAIN 1 [ i 1 a_ 18 " WHITE (770.)- @ 30' 0.C . , \ 6" WHITE W/ W/R RPM'S @ 20' SPACING EXIST R/W - +17 +26 - 12" WHITE ?5 +85 ] AS END LANE TAPPER - STA. 935+30.00 W - 6" WHITE W/ W/R RPM'S @ 20' SPACING 6" YELLOW 10'-30' SKIP W/ Y/Y RPM'S @ 40' SPACING 18"x18" 10705 10 1 STA. 933 +96 2 AS REVISIO NS ENGINEER OF RECORD DA TE DESC RIPTION DATE DESC RIPTIO N MEREDITH RUTH HURD, P.E. P.E. LICENSE NUMBER 72295 'GRESH AM SM ITH 1.073 SUMMIT LAKE DRIVE, SUITE 155 TALLAH ASSEE, FL 32317 STAT E OF FLORIDA DE PA RT MENT OF TRANSPO RTATION ROAD N 0. COUN TY E FINAN CIAL PROJECT ID 5R 85 O KALO OSA 445732-1-52-01 S IGN ING AND PAVEMENT MARKING l"LAN UL E 61G15 51 2 1_ 0 W CC ti O. 6" WH ITE W/ W /R — ORPM'S C' 20' SPACING 4118" WHITE — (Ty P) 6" DBL YELLOW W/ Y/Y M @ 30 0 C RPM'S @ 40' SPACING EXIST. R/V✓ UP 24" WHITE TO REMAIN A s \ TO REMAIN 7' II • IQ• ? II =W �Myy II Y ▪ 6" WHITE W/ 54 W/R RPM'S @ • 20' SPACING \ W • —72" WHITE 45,, 1( ' . +65 ' I +12 +20 91".3639'£ ""ti +24' 1 +20 — 18" WH ITE (TYP.) —' @ 30' 0.C. 6" WHITE 10-30' SKIP 8/ W /R RPM'S @ 40' SPACING 6" WHITE W/ W/R —` RPM'S (a 20' SPACING +83 3 6i t +86 +95 EXIST. R/t4' (1-`F t - . 6" WH ITE 12" WHITE \\ 6" DBL YELLOW W/ Y/Y / EXIST . R/W (0 \ RPM'S @ 40' SPACING / \ 6" DBL YELLOW W/ ('/0 -a \ RPM'S (0' 40' SPACING _ 6" WHITE 2'-4' 6" W HITE 10'-35' SKIP W/ - \ DOTTED GUIDE \ W/R RPM'S @ 40' SPACING 1 EXIST. R/W 6" W HITE ' 7' 940 6" DBL YELLOW W/ 1'/Y — \ 6" WHITE 10'-30' SKIP W/ -- / RPM'S @ 40' SPACING Q W/R RPM'S @ 40' SPACING / 6" W HITE W/ V✓/R 24" WHITE '- I-14 / RPM'S @ 20' SPACING 0 W LEGEND MILLING AND RESURFACING 4" CONCRETE SIDEW ALK RECONSTRUCTION (6" AT DRIVEW AYS AND CURB RAMPS) DESCRIPTION DATE '- DESCRIPTION STQPK \sw TO REM AIN 24 ` WHITE 2' W HITE 12" WHITE 24" WHITE 24 " WHITE 12 " WHITE 3' //' O1 +30 +42 6" WHITE CO, 6" WHITE W/ -- -»_ W/R RP M'S @ P 20' SPACING CO EXIST . R/W +0 24" W HITE ----- T' PREFORME D `—.-' THERMOPL ASTIC 24 " WHITE '' x-38 PREFORMED THERMOPLASTIC 21 / +82 +06, 1 14 I O O O m 0 6" WHITE —' y \1 6" DBL YELLOW - 1 W/ Y/Y RPM'S F 1,\@ 40' SPACING 7G 94 -ih II TO REMAIN EXIST . R/W ENGINEER OF RECORD !MEREDITH RUTH H URD , P. E. IP.E. LICENSE NUMBER 72295 IGRESHAM SMITH ',073 SUMMIT LAKE DRIVE, SUITE 755 +ALLAHASSEE, FL 32317 STATE OF FLORIDA DF_P ARTF IE\T OF TRANSPO RTATION ROAD NO . ; COU NTY 1 FINAN CIAL PROJECT 10 S IGN ING AND PAVEMENT MA l"KING PLAN SR 85 OKALOO SA 445732-1-52-01 , RULE 61G1'