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DETAIL "A"1:72 1 7-2i-a ROW LINE 0 0 N 2 0 N 0 M J z W i, 3 0 M 0 0 0 in F- L) W 0 a Y ARBORPRBDG� ,SPACE 1410N r �DIo I EXISTING FED. LIGHT POLE I O O (BASE) O O EXISTING RADIUS O EXISTING STOP BAR O O 0 TO BE REPLACED 0 0 0 0 0 EXISTING STOP SIGN. O O O ,. REMOVAL OF CURBS LEAVES �I ADD "RIGHT TURN ONLY" DETECTABLE O O O O EXPOSED POLE BASE(S). LEI SIGN DIRECTLY BELOW WARNING O O CONTRACTOR TO REPLACE "STOP" OCTAGON 6" DOUBLE YELLOW LINE 41 STRIP PEDESTRIAN POLES IN KIND, 02 IF POLES APPEAR UNSTABLE. 36"x12" ONE-WAY SIGN —� , EXISTING MARKINGS _n TO BE REMOVED O 3 EX. VALLEY EXISTING ROAD TO BE z GUTTER `I 6' WHITE 25 WIDENED TO 24' ON z 700 EDGE LINES - SOUTH SIDE AND MEET 2 — PROPOSED DRIVEWAY X ARBOR RIDGE DRIVE EXISTING INTERSECTION T BiS: �' ry w , O WIDENED PER FDOT STA DARD A (� RIGI�TOF WAY �DTH) (SEE SHEET 9 FOR ETAILS) PROPOSED KING rn (ASPHALT PAVEMENT) m EDGE OF PAVEMENT TURN ONLY MA KING l N Ffi15' R 15' ! l.. _ .R1 1 ... N90°00'00"E 279 56' ... ... _ .. . Q j DIRECTIONAL. . SIGN 9) 6" THICK CONCRETE BLACK INTEGRAL STAIN) 6' LANDSCAPE BUFFER i FUTURE ROW LINE Q W 24" WHI ° 24" WHITE STOPBAR I • ...rr.... i •, s, s # • # • N.f # • . • # . #: • r • • •, 0!e wr. ER PANEL rr� J 8.12' TAPERED CUR v v v v v v v v v v v v v v v v v v v 19 v v v v v v v v v v v v v v v v v v v v z; PIROPOSED. I I vvvvvvvvvvvvvvvvvl� v v v v v v v w v v v v vvvvvvv vvvvv � 56 RADIUS R12 v v v v v v v v v v v v v 1 .9/' v v v v v 0 v v v v v v v v v v v v v v v v v R37' EXISTIN-, EOP LL v p v POWER POLE TO REMAIN 'EXISTING PED. LIGHT POLE REGRADE FOR SMOOTH TRANSITION BETWEEN (BASE) LANDING AND SURROUNDING GRADE. (SEE GRADING PLAN) l GREEN DIRECTION TO DRIVE THRU LANE (TYP) if rz 24' PREVIEW PANEL 126.22' 6" WHITE v v v WHITE ROLLOVER LANES (TYP) 3' vvv v 2 SKIP LINE �I p 6 72 PICK-UP WINDOW DRAINAGE CHANNEL PRE -MENU BOAR p p p g PROPOSED PROPOSED DRY ° ° 10.1' - BUILDING o P5' FENCE STORMWATER v/IR v 1 i o +I 3'LAN OREIR 2516 SF M POND 5' c LOT 9 v v •- EXISTING RETAINING WALL w 79.67' PROPOSED ARBOR RIDGE SUBDIVISION 74.W Low P B. 22, PAGE 44 HANDICAP SIGNWALL PROPOSED SIGN z o 11 CLEARANCE BAR O J 0 - a\4-431KE RACK o a SIDEWALK 103. a° ncm n a a 47 ° 5' 1 � 1 Z3 2 LL 1z 12 7.ss' 4 5—o a R22' LL _ o w N as R12' 9' Q 6 T U e o W 0 U 0 I XX` O z R4' 12" WHITE CROSSWALK R4' z W 3 2 FLUSH SIDEWALK R3T g ; 1 \ +I 20' DRAINAGE CHANNEL � w NWWOO'E 178.65' j — — — — TYPE D' CURB o zR4 D➢ I TYPE'DCURB (TYP) R10' 9.18' R4' R4' R2' �, y 2- N 1 w om l I .. C.t 9 I 5 gR �, R4' a I O ova � -- ��b4 d6 PROPOSED SIDEWALK • � TA RED C URB 3' 41 15.31' No ' RUNNING IN BETWEEN I I �� I �` PEDESTRIAN CROSSING \ WHITE a POLES (POLES TO REMAIN) , co DETECTABLE � ) 1 WARNING STRIP T 8' LANDSCAPE BUFFEFj DUMPSTER 10 UTILITY EASEMENT V . I ..• V � o S89°5T38"W 280 73' o _ °' . , . ... ENCLOSURE V a a R1-1 (TYP) Up ° o °-: • W DETECTABLE FUTURE ROW LINE s , PROPOSED RAMP AND RAILING CONC. SIDEWALK WARNING STRIP \ L '4lN ... ... .. ... ... .. ... ... J DIREC ZONAL SIGN RECONFIGURE PORTION OF EXISTING _ LANDING BETWEEN PEDESTRIAN POLES AND CONSTRUCT NEW SIDEWALK 280.84 DAUGHTERY ROAD s' WIDE SPECIAL EMPHASIS CROSSWALK WITH BORDER } EXIST. FHA TO REMAIN (RIGHT OF WAY WIDTH VARIES CONTRAST PER FDOT INDEX 17346 iSEE DETAIL'A' THIS SHEET)":, -_ (ASPHALT PAVEMENT) ASPHALT PAVEMENT � (SEE DETAILS SHEET) EXISTING INLET TO BE EVALUATED �. DURING CONSTRUCTION BY _ - CONTRACTOR AND FDOT PERSONNEL. 13 BREAK AWAY DIRECTIONAL SIGN FDOT NOTES: THERMOPLASTIC. THE PERMITTEE SHALL FURNISH THE DEPARTMENT WITH THE MANUFACTURER'S "LEAD 7) ALL TEMPORARY TRAFFIC CONTROL DEVICES FOR STARBUCKS AT GALL & DAUGHTERY / SR39 SHALL CERTIFICATION THAT THE THERMOPLASTIC IS FREE". REMOVAL OF EXISTING STRIPING SHALL BE DESIGNED AND INSTALLED TO MEET THE EXISTING POSTED SPEED OF 45 MPH. BE DONE BY MILLING AND RESURFACING OF THE FRICTION/SURFACE COURSE TO OBLITERATE 8) "SIDEWALK SHALL BE CONSTRUCTED PER FDOT INDEX 304 AND 310. ALL WORK PERFORMED IN THE DEPARTMENT'S RIGHT OF WAY SHALL BE DONE IN ACCORDANCE WITH THE OBSOLETE PAVEMENT MARKINGS. 9) "MAINTENANCE OF TRAFFIC PLAN MUST INCLUDE FDOT DESIGN STANDARDS INDEX 660 T RREN TEDITIONS OF: MOST CURRENT CONFORMANCE 4) ALL PROPOSED TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFO NCE WITH AND PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. A) F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. CONSTRUCTED TO THE FDOT DESIGN STANDARDS INDEX SERIES 11000 AND 17000 SERIES. THE 10) ALL MATERIALS AND PRODUCTS INSTALLED IN THE FDOT RIGHT-OF-WAY (INCLUDING TACTILE B) F.D.O.T. DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY PROPERTY OWNER MUST MAINTAIN THE TRAFFIC SIGNS AND MARKINGS FOR THE DRIVEWAY. SURFACES) SHALL BE IN CONFORMANCE WITH THE FDOT'S APPROVED PRODUCTS LIST (APL), AND THE OPERATIONS ON THE STATE HIGHWAY SYSTEM. 5) FOR WORK WITHIN THE FDOT RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE A TEMPORARY MATERIALS SOURCE LISTING (TIMBER AND PIPE ETC.). C) F.D.O.T. ROADWAY PLANS PREPARATION MANUAL VOLUME I, CHAPTERS 1, 2, 4. 8. 10. 19 AND/OR 25. TRAFFIC CONTROL PLAN PREPARED UNDER THE DIRECTION OF, AND SIGNED AND SEALED BY A "FOR FACILITIES WITH PUBLIC SIDEWALK WITHIN FDOT RIGHT OF WAY, INCLUDE NOTE #9 D) F.D.O.T. FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT 11) ALL WORK WITHIN THE FDOT R/W (SR-39) SHALL BE IN ACCORDANCE TO THE FOLLOWING REHABILITATION. DOCUMENTS; 1) ALL AREAS IN THE FDOT RIGHT OF WAY (SR39/US301) DISTURBED DURING CONSTRUCTION SHALL BE LICENSED FLORIDA PROFESSIONAL ENGINEER WHO IS EXPERIENCED IN PREPARING TRAFFIC CONROL FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON RESTORED. COMPACTED, SODDED AND WATERED IN CONFORMANCE WITH THE FDOT STANDARD PLANS AND WHO IS CERTIFIED PER FDOT PROCEDURE TOPIC NO. 625-010-010. THE FDOT REQUIRES THE STATE HIGHWAY SYSTEM, 2010 (STANDARD INDEXES) SPECIFICATIONS DOCUMENTATION FOR SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) FOR ROAD AND BRIDGE CONSTRUCTION. SECTION 575 AND 981 AND DESIGN STANDARDS INDEX 105. TRAINING COURSE FOR THE AGENCY, UTILITY OR CONTRACTOR EMPLOYEE(S) DESIGNING, INSTALLING 12) MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE TO FDOT INDEX 600, 612, 613 & 660. 2) DAYTIME WORK ONLY, BETWEEN THE HOURS OF 9:OOAM AND 3:30 PM, UNLESS OTHERWISE AND/OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PLAN. DOCUMENTATION IS TO BE 13) ALL CONCRETE WITHIN THE FDOT R/W SHALL BE 6" THICK (CLASS 1) 3,000 PSI W/FIBERMESH. APPROVED BY FDOT FOR NIGHTTIME OR EXTENDED HOURS. THE F.D.O.T. ENGINEER MUST FURNISHED TO THE DEPARTMENT AT THE PRE -CONSTRUCTION MEETING OR BEFORE OCCUPYING 14) ANY DAMAGED SIDEWALK OR CURBING ALONG THE R/W SHALL BE REMOVED AND REPLACED. APPROVE NIGHT WORK AND LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE. THE APPLICANT MUST STATE RIGHT-OF-WAY. 15) WORKING WITHIN THE FDOT R/W IS RESTRICTED SUNDAY-THURSDAY 8:00 PM - 5:30 AM. NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE 48 HOURS IN 6) MAINTENANCE OF TRAFFIC PLAN FOR WORK ZONES SHALL BE IN CONFORMANCE WITH THE ADVANCE OF STARTING ANY PROPOSED WORK. CALL: BROOKSVILLE OPERATIONS, PERMITS REQUIREMENTS OF FDOT DESIGN STANDARDS INDEX 600 AND IMPLEMENTED PER THE SPECIFIC MANAGER @ 35,'-848-2600. REQUIREMENTS OF THE CURRENT FDOT DESIGN STANDARDS INDEX 600 SERIES INCLUDED WITH THESE 3) ALL TRAFFIC- STRIPES AND PAVEMENT MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED PLANS. LOT 10 FUTURE SIDEWALK l-O CONTINUE ALONG DAUGHTERY ROAD a 0' 20' 40' 1 "= 20' SITE LEGEND (� HANDICAP PARKING —•••�•••— SITE BOUNDARY LINE - CENTER LINE OF ROAD PROPOSED CURB EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED BLACK CONCRETE TYP TYPICAL HC HANDICAP 11 11 PARKING SPACES S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET CR-? CURB RAMP TYPE W/DETECTABLE WARNINGS PER FDOT INDEX 304 SIGN LEGEND 1. U. TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" R3-1 NO RIGHT TURN 24"x24' R3-7 LEFT LANE MUST TURN LEFT 30 x30' R5-1 DO NOT ENTER 30 x30" R6-1 ONE WAY 36 x12" HC HANDICAP PARKING (SEE DETAIL) 12"X18" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES: 1 TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 6" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3 STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 4. ANY MARKINGS ON THE CONCRETE PORTION OF DRIVEWAYS (INCLUDING CROSSWALKS) SHALL BE HIGH CONTRAST MARKINGS WITH BLACK BORDER CONTRAST co Z N W ch o Oui U o Z o F O IrW a - a Er O OU W c� a m m o N W t- N Q o 0 ucy) oflr- cD I-c7 CV r O ww>_o_ozw Ln J N O 00 0oC SF0Dco w Z O Q O QOU50 �QZCzF_uiOc NN �Dz� O�co c 3 (3)) N UZp Z o— cr U) Q0 O= OCy HO U a � a o „ nn�+:•r o _'_' _0 r 0 N w Q to — o C) Q Lr) Q O) N O 11 6) CID � � U r- _ U w °° � C =) N � � J two U S w N OC o� oxo ., coax =Q� N d CM d LL- Q Z CD 0UZ0U) z z iz O z W Lz<�-uj w Z Q a w wQcr-►—> Z J F— Q OC CL o O� a zo �� w Z Z 0cr uj c� / T) w a O U a W PROPOSED CONSTRUCTION NOTES: Q 0 0 O � z a 1 ALL CURB RADII TO BE 4 FEET AND AT FACE OF CURB. UNLESS OTHERWISE NOTED. J J 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE � O FACE OF CURB, UNLESS OTHERWISE NOTED. Z 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. (V UJ 0 Z U 4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX 6011 O O U (GRAVITY WALL) OR AN ALTERNATIVE DESIGN BY A LICENSED 0 STRUCTURAL ENGINEER. C) ...� Q a Q BUILDING REFERENCE: m 0 (n Z O BUILDING OUTLINE BASED UPON PLANS PROVIDED BY FWH ARCHITECTS, WITH AN ISSUE DATE OF 01 /09/2018 C/) = O IL = W N S H E E T N 0