9038 search results for f
SP0071105FGT
i e s a r e l o c a t e d a t a d e p t h g r e a t e r t h a n e i g h t f e e t , d o n o t r e l y o n a s - b u i l t d a t a o r d r i l l c o o r d i n a t e s p r o v i d e d b y F G T . U s e s o f t d i g f i e l d l o c a t e s f o r F G T facilities. Obtain approval from the Engineer prior to the use of a n y a r e a l o c a t e d o v e r a n y o f F G T ’ s p i p e l i n e s f o r t e mporary construction space. 7- 1 1 . 5 . 5 . 2 F G T E n c r o a c h m e n t A g r e e m e n t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp0071105fgt.pdf?sfvrsn=845662ac_044927515201-PLANS-01-ROADWAY - PHIV Revised
DEPARTMENT OF TRANSPORTATION (863) 519-2300 F L O R I D A ' S T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . 7 / 3 0 / 2 0 2 4 9, : \ p r o j e c t s \ F D O T \ 4 4 9 2 7 5 1 5 2 0 1 \ R o a d w
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927515201-plans-01-roadway---phiv-revised.pdf?sfvrsn=ce8e0a61_1550-013FHWAApprovedPkg
: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX B R I D G E F E N C I N G ( O V E R R A I L, h S l a b S i m i l a r ) A p p r o a c h S l a b ( F l e x i b l e P a v e m e n t A p p r o a c h, @ E L E V A T I O N O F O U T S I D E F A C E O F R A I L I N G 1 . A P u l l P o s t A s s e m b l y i s r e q u i r e d a t m a x i m u m i n t e r v a l s o f 5 0 0 ' - 0 " . S e e S h e e t 3, a p P o s t C a p ( s h o w n ) o f P o s t O u t s i d e E d g e R a i l i n g * T o p o f T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/550-013fhwaapprovedpkg.pdf?sfvrsn=e40e2289_1BTrafficControlSignalsandDevices
g e r u b b e r P e d e s t r i a n / B i c y c l e R a i l i n g T r a f f i c R a i l i n g o r, c y c l e R a i l i n g T r a f f i c R a i l i n g o r F i t t i n g E x p a n s i o n / D e f l e c t i o n " t h i c k n o m i n a l 2 1 W r a p w i t h s p o n g e r u b b e r F I T T I N G D E T A I L ( C O N C R E T E / C O N C R E T E ) D E T A I L " B " E X P A N S I O N / D E F L E C T I O N F I T T I N G D E T A I L ( C O N C R E T E / S O I L ) D E T A I L " C " E X P A N S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/btrafficcontrolsignalsanddevices.pdf?sfvrsn=3cdc8a_120230217_446270-1_SR 582_10290
1.0 5.3 8.5 F 3 1.905 ML L3 N 1.7 1.5 1.7 1.4 6.3 8.5 F 4 1.929 ML R2 Y 1.3 1.7 0.9 0.9 4.8 9.0 F 5 1.931 ML R1 Y 1.4 1.5 0.5 1.2 4.6 7.0 4.6 B II L F 7 1.946 ML L2 N 1.6 0.8 3.0 1.4 6.8 9.0 F 8 1.944 ML L1 Y 1.6 0.9 3.7 0.9 7.1 9.8 F 9 1.970 ML R3 Y 1.5 1.6 1.0 4.1 11.3 F 13 2.159 ML R3 Y 0.7 1.7 2.1 1.0 5.5 7.5 5.5 B II L F 14 2.159 ML R2 Y 0.9 2.0 1.3 1.1 5.3 7.5 F 16 2.195 ML L3 N 1.1 1.5 4.5 7.1 9.8 F 18 2.295 ML R1 N 0.9 2.6 1.6 5.1 10.5 F 20 2.377 ML L2 Y 1.0 1.3 2.4 1.6 2.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230217_446270-1_sr-582_10290.pdf?sfvrsn=985aa918_120230816_448957-1_SR 865_12004
P Requested location, DCP performed after core 2 9.651 ML R1 N 1.4 1.8 3.2 9.5 F 4 9.690 ML R2 Y, 3.2 9.5 F 14 10.046 ML R2 N 0.8 2.1 2.9 9.0 0.0 2.9 A II M P Requested location, DCP performed, 2.1 3.3 7.0 F Refusal in Base 19 10.229 ML R2 N 0.5 2.7 3.2 8.0 3.2 B II M P Refusal in Base 20 10.324 ML R1 N 1.2 4.3 5.5 4.0 F Refusal in Base 21 10.338 ML R2 N 0.7 3.0 3.7 9.0 F 25 10.521 ML R1 N 1.1 1.8 1.8 4.7 9.0 F 26 10.565 BR R1 N 1.2 1.4 4.4 7.0 UNK F Bridge Approach, measured
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20230816_448957-1_sr-865_12004.pdf?sfvrsn=2116b586_120250306_451276-1_SR 29_03080
C O N D I T I O N COMMENTS 3 16.636 ML R1 N 1.9 0.4 2.3 9.2 F 4 16.691 ML L1 Y 1.8 0.5 2.3 12.2 F 8 16.890 ML R1 Y 1.7 0.6 2.3 14.2 1.0 C IB L F 9 16.951 ML L1 N 2.0 0.5 2.5 8.5 F 10 16.958 BR R1 N 2.3 2.3 UNK F Approach slab. 11 17.010 BR L1 N 2.3 2.3 UNK F Approach slab. 15 17.212 ML L1 N 1.7 0.7 2.4 9.6 F 16 17.258 ML R1 Y 1.5 0.5 2.0 10.0 F 19 17.452 ML R1 Y 0.6 2.4 3.0, 17.615 ML R1 Y 1.0 5.2 6.2 8.8 3.0 C III M P 24 17.768 ML L1 Y 1.0 1.9 2.9 10.1 2.9 C III S F Base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250306_451276-1_sr-29_03080.pdf?sfvrsn=bc5db54f_100200ABSPFHWA
, Specifications Section 2 P r o p o s e d S p e c i f i c a t i o n : 0 0 2 0 0 A B S P D e a r M r, , please call Duane F. Brautigam, State Specifications Engineer at 414-4110. Sincerely, S i g n a t u r e o n f i l e D u a n e F . B r a u t i g a m, P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D F B / j f Attachment cc: General C o unsel FloridaTransportation Builders' Assoc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan05/files/00200abspfhwa.pdf?sfvrsn=a567af15_4SP0070202
(c) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp0070202.pdf?sfvrsn=d0c3a94e_20070002SP
) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0070002sp.pdf?sfvrsn=f09033bf_00070002SP
) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0070002sp.pdf?sfvrsn=571db437_03200603.impl
, at a hot mix asphalt temperature not to exceed 330°F for purposes of heating the asphalt paver, Tolerance Location Acceptable T e mperature T o l e r a n c e Plant MixingTemperature ±30°F Roadway (mix in truck) Compaction Temperature ±30°F Roadway (mix in windrow) Compaction Temperature +30°F, -40°F Table 320-3 Mix Temperature Tolerance From Verified Mix Design Any Single Measurement ±25°F AverageofAnyFiveConsecutive Measurements ±15°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3200603.impl.pdf?sfvrsn=f9eef33e_0SP0070202
Section104 (c) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0070202.pdf?sfvrsn=bd453edb_0SP0070202
Section104 (c) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp0070202.pdf?sfvrsn=840bac7_00070202Admin.impl
d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0070202admin.impl.pdf?sfvrsn=67b38ab7_0SP0070202
Section104 (c) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0070202ee831127a57f4503b03676da8a28628a.pdf?sfvrsn=3f579329_0SP0070202
Section104 (c) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer (g)Preparation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0070202.pdf?sfvrsn=4345e1f3_0SP0070202
)PreparationandsubmissionofErosionControlPlanasoutlinedin Section104 (c) A n y C o n t r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n s t r u c t i o n i n s p e c t i o n r e p o r t s ( f ) E x e c u t i ng a s s o c i a t e d c e r t i f i c a t i o n f o rms provided by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0070202.pdf?sfvrsn=1204a20f_020250603_453333-2_SR-710_89070
STAB 1 .254 Y L1 Y 1.10 1.40 1.10 2.50 2.30 3.00 11.40 5.1 F .10 O 2.10 SG:BROWN SAND 2 .660 Y R1 Y .90 1.10 .80 1.80 1.50 .90 7.00 8.0 F .10 O 3.10 SG:LIGHT GRAY SAND 3 1.039 Y L1 Y 1.60 2.20 2.00, 1.40 6.70 12.70 4.0 F SG:LIGHT BROWN SAND 5 1.807 Y R1 Y .70 1.40 1.00 1.20 1.10 1.20 6.60 9.0 F O 2.60 SG:LIGHT GRAY SAND W/SI 6 1.807 Y OR N .70 1.00 .90 1.00 1.90 5.50 6.0 F SG:LIGHT GRAY SAND W/SI 7 2.319 Y L1 Y .60 .50 .70 1.00 2.80 17.0 F O 3.10 SG:BROWN SAND TRACE LR 8 2.603 Y L1 Y 1.30 2.10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/89/20250603_453333-2_sr-710_89070.pdf?sfvrsn=6b9ca3e6_1Exhibit 924-1
: \ C A D D _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h i b i t _ M, IVY LANE LAND DESIGN, LLC. 12345 LICENSE NUMBER: ARTURITO T. GOMEZ, L.A. T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 0 - 1 1 . 0 1 1 , F . A . C . LANDSCAPE ARCHITECT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-924-1.pdf?sfvrsn=22cd0c55_1