HomeMy WebLinkAbout7010 Gall Blvd (3)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
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