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m 0 N x C9 a O U DETAIL "A" E � POWER POLE TO REMAIN !EXISTING PED. LIGHT POLE REGRADE FOR SMOOTH TRANSITION BETWEEN (BASE) LANDING AND SURROUNDING GRADE. (SEE GRADING PLAN) ARBOR RIDGE , SPADE 4ON P.B. O0 O O EXISTING RADIUS O O 0' EXISTING STOP BAR O00 TO BE REPLACED 000 0 EXISTING STOP SIGN. O ADD "RIGHT TURN ONLY" Pi !DETECTABLE SIGN DIRECTLY BELOW WARNING O O O O "STOP" OCTAGON 6" DOUBLE YELLOW LINE STRIP 36"x12° ONE-WAY SIGN EXISTING MARKINGS T Z' TO BE REMOVED O EX. VALLEY 3 r� 25' EXISTING ROAD TO BE z GUTTER u 6" WHITE WIDENED TO 24' ON Z �o EDGE LINES SOUTH SIDE AND MEET �z 2 - - - PROPOSED DRIVEWAY CA ARBOR RIDGE DRIVE EXISTING INTERSECTION TO-B& r �� ro w O WIDENED PER FDOT STA DARD a (60' Rl%r OF WAY IYIDTH) PROPOSEGHT EDGE OF PAVEMENT D I (SEE SHEET 9 FOR AILS) TURN ONLY MAKING c i (ASPHALT PAVEMEMf) z k- -'� R15' R 15' / p R1-1 N90'00'00"E 279.56' DIRECTIONAL SIGN` ) 6' LANDSCAPE BUFFER °? 6' THICK CONCRETE (BLACK INTEGRAL STAIN) > 3 , 1 �+� FUTURE ROW LINE Q 24" WH R4' O I 24" WHITE STCiR BAR ORDER PANEL i •. • • ••� ••• •.. �•. • ilt . # f •ill, iM.k f.1�,. P • •O. i •. • •. J 8.12' TAPERED CU yy I v v v v v v v v v v v v v v v v v v v 1 v v v v v v v 7 v v v v vvvvvvv v v PROPOSED. vvvvvv v v v v v v v v v v v 1 v v v v v v v fs v vvv vvvvvvv v v v v v vv vvvvvvvvvvvl /'vvvvvv vvvvvvvvvvv vvvvvv im R37 5'l' RADIUS R12' j w vvg2pv.. EXISTINCt EOP ILL v v ROW LINE \7i EXISTING PED. LIGHT POLE (BASE) REMOVAL OF CURBS LEAVES EXPOSED POLE BASE(S). CONTRACTOR TO REPLACE PEDESTRIAN POLES IN KIND, IF POLES APPEAR UNSTABLE. 1-1 w PROPOSED IJNG 1 1 GREEN DIRECTION TO DRIVE THRU LANE (TYP) w 24' PREVIEW PANEL 126.22' 6' WHITE a vvv WHITE ROLLOVER LANES (TYP) 3' vvv 2 4 SKIP LINE �I c� 0 6 4 PICK-UP WINDOW DRAINAGE CHANNEL PRE -MENU BOAR v v v g PROPOSED PROPOSED DRY o v I°'' 3'LANDSCA s R BUILDING 5' FENCE STORMWATER v� v o 2516 SF POND 5 0 v EXISTING RETAINING WALL LOT 9 v v 1 i N 79.67' PROPOSED Low ARBOR RIDGE SUBDIVISION 7.4,28' WALL P.B. 22, PAGE 44 `) HANDICAP SIGN PROPOSED SIGN z ` M 1 CLEARANCE BAR 10.03' -bIK ° m SIDEVVALK 8 E RACK �n 1 a 5' a,•,00 cr- Lu .. oC - rn 1 Z lLLi ai 12 12� 9' 7.66' S' ° o L a p I LL m TAPE �..i R22' D w 4 r., w o 1 y _. g Q R12' c\j Lo 11 • I W (p '> e o r oe U o j I_f I xx t C g to 4' 12" WHITE CROSSWALK R4' R4' z (n I W °' _ FLUSH SIDEWALK R37 g I +I 2U 7 DRAINAGE CHANNEL � • !._ !..__ .. . _ NWOO'O0"E 178.65` Q — _ w• fi 1 Z TYPE D' CURB R4' � ➢➢ T I TYPED' CURB (TYP) aE' 41 9.18' 0 R4' R2, R70' w r2. N a 9 N °o R4' . N 8 5' O 4! ° DRAWAG PROPOSED SIDEWALK I TA RB ('3 &1 15.31' c� RUNNING IN BETWEEN '✓ IA II I I I L aa PEDESTRIAN CROSSING �" \ i^•, 'WHITE � POLES (POLES TO REMAIN) o) DETECTABLE WARNING STRIP 8' LANDSCAPE BUFFER o ) f \/' DUMPSTER 10LMLffY EASEMENT S89'57'38"W 280.73' C3' ENCLOSURE ° R 1 9 (TYP) o DETECTABLE "` FUTURE ROW LINE • , PROPOSED RAMP AND RAILING CONC. SIDEWALK , � .,.o`, L ... .. . ` ... ... ... ... . s �$.Q�... ... ... ... ... ... ... ... ... .. WARNING STRIP � .. .. ... .. --yew RECONFIGURE PORTION OF EXISTING' _ - - DIRECI ONAL SIGN LANDING BETWEEN PEDESTRIAN POLES 280.84' --- ANn r.nNSTR1 ICT NFW SIDFWALK (SEE DETAIL'A' THIS SHEET) DAUGHTERY ROAD 6' EXIST. FHA I : V -- WIDE SPECIAL EMPHASIS CROSSWALK WITH BORDER } TO REMAIN c_ (RIGHT OF WAY WIDTH CONTRAST PER FDOT INDEX 17346 (ASPHALT PAVEWOVO ASPHALT PAVEMENT ) (SEE DETAILS SHEET) - EXISTING INLET TO BE EVALUATED DURING CONSTRUCTION BY CONTRACTOR AND FDOT PERSONNEL. 13 FDOT NOTES: ALL WORK PERFORMED IN THE DEPARTMENT'S RIGHT OF WAY SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITIONS OF: A) F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. B) F.D.O.T. DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM. C) F.D.O.T. ROADWAY PLANS PREPARATION MANUAL VOLUME I, CHAPTERS 1, 2, 4. 8. 10, 19 AND OR 25. D) F.D.O.T. FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION. 1) ALL AREAS IN THE FDOT RIGHT OF WAY (SR39/US301) DISTURBED DURING CONSTRUCTION SHALL BE RESTORED, COMPACTED. SODDED AND WATERED IN CONFORMANCE WITH THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 575 AND 981 AND DESIGN STANDARDS INDEX 105. 2) DAYTIME WORK ONLY. BETWEEN THE HOURS OF 9:OOAM AND 3:30 PM. UNLESS OTHERWISE APPROVED BY FDOT FOR NIGHTTIME OR EXTENDED HOURS. THE F.D.O.T. ENGINEER MUST APPROVE NIGHT WORK AND LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE. THE APPLICANT MUST NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING ANY PROPOSED WORK. CALL: BROOKSVILLE OPERATIONS, PERMITS MANAGER @ 352-848-2600. 3) ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED THERMOPLASTIC. THE PERMITTEE SHALL FURNISH THE DEPARTMENT WITH THE MANUFACTURERS CERTIFICATION THAT THE THERMOPLASTIC IS "LEAD FREE. REMOVAL OF EXISTING STRIPING SHALL BE DONE BY MILLING AND RESURFACING OF THE FRICTION/SURFACE COURSE TO OBLITERATE OBSOLETE PAVEMENT MARKINGS. 4) ALL PROPOSED TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH AND CONSTRUCTED TO THE FDOT DESIGN STANDARDS INDEX SERIES 11000 AND 17000 SERIES. THE PROPERTY OWNER MUST MAINTAIN THE TRAFFIC SIGNS AND MARKINGS FOR THE DRIVEWAY. 5) FOR WORK WITHIN THE FDOT RIGHT-OF-WAY. THE CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN PREPARED UNDER THE DIRECTION OF. AND SIGNED AND SEALED BY A LICENSED FLORIDA PROFESSIONAL ENGINEER WHO IS EXPERIENCED IN PREPARING TRAFFIC CONROL PLANS AND WHO IS CERTIFIED PER FDOT PROCEDURE TOPIC NO. 625-010-010. THE FDOT REQUIRES DOCUMENTATION FOR SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL TRAINING COURSE FOR THE AGENCY, UTILITY OR CONTRACTOR EMPLOYEE(S) DESIGNING, INSTALLING AND; OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PLAN. DOCUMENTATION IS TO BE FURNISHED TO THE DEPARTMENT AT THE PRE -CONSTRUCTION MEETING OR BEFORE OCCUPYING STATE RIGHT-OF-WAY. 6) MAINTENANCE OF TRAFFIC PLAN FOR WORK ZONES SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF FDOT DESIGN STANDARDS INDEX 600 AND IMPLEMENTED PER THE SPECIFIC REQUIREMENTS OF THE CURRENT FDOT DESIGN STANDARDS INDEX 600 SERIES INCLUDED WITH THESE PLANS. BREAK AWAY DIRECTIONAL SIGN 7) ALL TEMPORARY TRAFFIC CONTROL DEVICES FOR STARBUCKS AT GALL & DAUGHTERY / SR39 SHALL BE DESIGNED AND INSTALLED TO MEET THE EXISTING POSTED SPEED OF 45 MPH. 8) **SIDEWALK SHALL BE CONSTRUCTED PER FDOT INDEX 304 AND 310. 9) **MAINTENANCE OF TRAFFIC PLAN MUST INCLUDE FDOT DESIGN STANDARDS INDEX 660 PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. 10) ALL MATERIALS AND PRODUCTS INSTALLED IN THE FDOT RIGHT-OF-WAY (INCLUDING TACTILE SURFACES) SHALL BE IN CONFORMANCE WITH THE FDOT'S APPROVED PRODUCTS LIST (APL), AND THE MATERIALS SOURCE LISTING (TIMBER AND PIPE ETC.). **FOR FACILITIES WITH PUBLIC SIDEWALK WITHIN FDOT RIGHT OF WAY, INCLUDE NOTE #9 11) ALL WORK WITHIN THE FDOT R/W (SR-39) SHALL BE IN ACCORDANCE TO THE FOLLOWING DOCUMENTS: FDOT DESIGN STANDARDS FOR DESIGN. CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, 2010 (STANDARD INDEXES) FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) 12) MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE TO FDOT INDEX 600, 612, 613 & 660. 13) ALL CONCRETE WITHIN THE FDOT R W SHALL BE 6" THICK (CLASS 1) 3,000 PSI W/FIBERMESH. 14) ANY DAMAGED SIDEWALK OR CURBING ALONG THE R/W SHALL BE REMOVED AND REPLACED. 15) WORKING WITHIN THE FDOT R/W IS RESTRICTED SUNDAY-THURSDAY 8.-00 PM - 5:30 AM. LOT 10 FUTURE SIDEWALK TO CONTINUE ALONG DAUGHTERY ROAD 11 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 CRD CURB RAMP TYPE W/DETECTABLE WARNINGS PER FDOT INDEX 304 SIGN LEGEND I.D. 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: l . I YF'IUAL 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. U) Z W N � o o U o Z o LL O w w a CL.� OFn 0 U WQ W O °C w a co co QI N o � 0 r O o) 00 �(o Lo 1,- 1,-) N r O Z ¢w>_w_ozw as _j a W Z 0 00 oza� 00tw _j 0�¢07Q �n wzO N0O N cr) Q z Z O � Uzwp� cD 2# �_ N L a Q 0 O= O M H O U) U �h f , ON " '(il', 4 0 N w Q F- p o Cc o Q rn O co Cc cc°�° O U U wm J � N ..Icr <c W CV cr_ �co Z�C'3 oco Ox� N d (`') a u- Q Z CC7UZU co zE ,E Oz— W crz-i= 7 w QcrF-> �cr 0a cr Z M U) (� wz z O J Q Q oc J W G W O ' V a W a 113 z PROPOSED CONSTRUCTION NOTES: 06 cr O 1 . ALL CURB RADII TO BE 4 FEET AND AT FACE OF CURB. = a UNLESS OTHERWISE NOTED. J u. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED > Z O 0 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, (V Ul O Z WHICHEVER IS MORE RESTRICTIVE. U 4 RETAINING WALLS SHALL BE CONSTRUCTED IN O O ACCORDANCE WITH FDOT INDEX 6011 (GRAVIT ( WALL) OR U U AN ALTERNATIVE DESIGN BY A LICENSED STRUCTURAL ENGINEER. a Q DF- BUILDING REFERENCE: J Z BUILDING OUTLINE BASED UPON PLANS f'RUVIJED BY O FWH ARCHITECTS. WITH AN ISSUE DATE OF 01,09 2018 _ N CC cr = � O a W = N S H E E T N 0