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<br />so 'Oaf M�
<br />��x�rr ejl-a�F Vr�7 s�aep'a V^ W
<br />'r•i fi- �F v/ ■
<br />Transition (Where Necessary) (-
<br />GENERAL NOTES: 06 Pam Pap Sidewalk Curb 0d�\6t _L_
<br />1. Cross Slopes and Grades: ,gin s,va, . • (Where Necessary) I`
<br />A Sidewalk, ramp, and landing slopes (i.e. 0.02, 0.05, and 1:12) shown in this Index F
<br />are maximums. With approval of the Engineer, provide the minimum feasible slope z-o Delectable warnings oar -T 0) Mom+
<br />where the requirements cannot be met. Detectable Warnings F II c a
<br />B. Landings must have cross slopes less than or equal [0 0.02 in any direction.
<br />o " ' Drop fHJ � � ■
<br />C. Maintain a single longitudinal slope along each side of the curb ramp. o a o q
<br />Ramp slopes are not required to exceed IS feet in length. o Ramp W j
<br />D. Joints permitted at the location of Slope Breaks. Otherwise locate joints in accordance e 4 N
<br />with Index 522-001. No joints are permitted within the ram 1:12 m 6' x H ' Separately
<br />Cast Curb Or W
<br />_ B' x 12' Separatoiy Cast Curb U
<br />j p p portion of the Curb Ramp. �\D9 � Z
<br />�a
<br />2. Curb. Curb and Gutter and/or Sidewalk: ISOMETRIC VIEW ISOMETRIC VIEW
<br />A. Refer to Index 522-001 for concrete thickness and sidewalk details. Back Of Sidewalk
<br />B. Remove any existing curb, curb and gutter, or sidewalk to the nearest Joint beyond the A
<br />curb transition or to the extent that no remaining section is less than 5 feet long. sT 1 Al 1�
<br />3. Curb Ramp Alpha -Identification: o '9G7- E N-O" Shown e a a-p .SEAL
<br />A. Sidewalk curb ramp alpha -identifications (e.g. CR-A) are provided for reference 3g Min.
<br />= e min.
<br />purposes In the Plans. Slope Breaks o �� b PLAN VIEW - \\\\1II(I/////
<br />(Joims Permitted) �// ` ; c \\\ ///
<br />B. Alpha -identifications CR-1 and CR-J are intentionally omitted. `�,prpr e `I u aS Y
<br />e. Detectable Warnings: OipO b c ati cl h y c o ^ CR-C `\\\ �.•••.•r C'A; •.••• (\ ////
<br />A Install detectable warnings in accordance with Specification 527. s,.. f o e `a „ \ • �\ V L ,Y S n ••.l•1 �/
<br />I o ", CONSTRUCTION OF SIDEWALK CURB IN CUT SECTIONS
<br />B. Place detectable warnings across the full width of the ramp or landing, to a as4� �/ ¢� to �I� `^ '2
<br />minimum depth of 2 feet measured perpendicular to the curb line and no greater than cbi YY 11 § No. 52896
<br />S feet from the back of the curb or edge of pavement s�o Pplfp i/ Joints Not Permitted In Ramp 01 E
<br />t• i o N_L` o _ /1 I
<br />C. If delectable warnings are shown in the Plans on slopes greater than 5%, align the pq^,� SRO Utility Strip Utility Strip ��,/y`/JYY/• -
<br />truncated dames with the centerline of the ramp; otherwise, the truncated domes are F7s. (Grass Or - (Grass or
<br />not required to be aligned. I 'kt- Pavement) pavement)
<br />J ] 5. Detectable Warnings - Acceptance Criteria: r Detectable Warnings I _J •• S T OF
<br />A Color and texture shall be complete and uniform. ��d \o• ••['•.°. ^ T-0" 6-0' (Shown) -Y' R 6' of R .!1 •• .• /�`
<br />s?i Min. H (Varies) _/O •• F • !�C/\
<br />avi ' oq s,7 I Mln. qdw . P.A.Sidewalk H !Varies! / P• •.' �C/ \
<br />B. 90% of individual truncated domes shall be in accordance with the Americans with r o Ramp, Sidewalk �j i Q
<br />Disabilities Act Standards for Transportation Facilities, Section 705. oe PLAN VIEW PLAN ylEyy 0.01 ___ Ramp, Sidewalk Or Landing 002 ///' •• R .• \\\
<br />Or Landing 0.02 - - / \
<br />NOTE: For Example of CR-A used In Radial Curb Returns, See Sheet B. - _ - / S(� • \
<br />C. There shall be no more than 4hon-compliant domes (n any one square foot. Lending Sidewalk Curb �J �O�Ir'`1 •�\\\\
<br />D. Non -compliant domes shall not be adjacent to other non -compliant domes. CR"A 8' For Type F Curb CR-B g - - I (Where Necessary)
<br />9' For Type E Curb (See Note) 6"
<br />E. Surfaces shall not deviate more than 0.10' from a true plane. (Type F Curb Shown) r----t
<br />Varies
<br />Gutter Line MONOLITHIC CAST CURB SEPARATELY CAST CURB
<br />Varies - T-0" (Std.) P-0° Min. NOTE: For additional information on sidewalk curb construction, see SIDEWALK CURB OPTIONS details.
<br />Ramp Landing
<br />= CURB RAMP NOMENCLATURE Rdw . Pavt. / r t_ o02 l Sidewalk 0.01
<br />SECTION B-B SIDEWALK CURB OPTIONS
<br />,� Ramp e
<br />^I h_
<br />SECTION A -A
<br />R a o 0
<br />M
<br />- � SIDEWALK CURB RAMPS CR-A AND CR-B S SIDEWALK CURB RAMPS CR-C AND SIDEWALK CURB�fcw,y]� W �
<br />LAST JZ�D DESCRIPTION: FY 2021-22 INDEX SHEET LAST DESCRIPTION: FY 202J-22 INDEX SHEET LAST JZ�
<br />O DESCRIPTION: FY 202J-22 7522-002�
<br />SHEET Q't E
<br />REvrsroN Fly DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS REvrsloN DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS REvrsloN F DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS Gr '"' d
<br />11/01/19 STANDARD PLANS 522-002 1 Of 7 I7/01118 STANDARD PLANS �522-00J 2 of 7 1I/O1/18 ?� STANDARD PLANS 3 Of 7 � a
<br />t/1 W fat
<br />y�tQ 5 O pwa;
<br />�``J9 D�7 y derdr pr�7 Stl p 5-0' Min. S-0' Nin.
<br />o9Nc° --- CL C (/] W
<br />5ldewetk 0° p qaa Pap ylf Laneing \� r'` �S7 Landing / y / CD 1"4 W4
<br />F
<br />/, .fF r.•, s rz, .,5 , ° Q'2F ? / � 1e.•LyTV•at, a
<br />2-0" Detectable warnings 2-0" Detectable Warnings Z-0' Detectable Warnings 2-D" Detectable Warnings .r •` is a/F / Q ,ry / a (Zt
<br />;tt OPTION A OPTION A ISOMETRIC VIEW 2-0" Detectable Warnings / / W N U
<br />Ul
<br />B-0" (Shown) OPTION A Cn„ OQ
<br />h�tQ Sidewalk
<br />2-0' Detectable Warnings 11 Detectable Warnings \���'\ G'"r7 �l Q O CL � ` s� t\\\tY � n. wt�'
<br />OPTION A 9� F 9A Q,ato vs ISOMETRIC VIEW R°0 �p "I J
<br />ISOMETRIC VIEW �D' � °+ // o.oz,\;1 : ` ` •�`e ;'J;:rnfif;,. OI W
<br />LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS
<br />Sidewalk 2-0" Detectable Warnings 2-0' Detectable Warnings },� .. ,,, DI (See CR-F, CR-G 6 CR-K Respectively For Detectable Warning Detaiis7options) Q
<br />T � 7-0" Detectable Warnings
<br />F OPTION B OPTION B ,sl c OPTION B
<br />ISOMETRIC VIEW ISOMETRIC VIEW Sidewalk Curb W k ISOMETRIC VIEW�ijas
<br />SJo howy •{?iis Hi!;is;? y Transition Slope 1:12 .� !%:! C� A O a
<br />1 1
<br />6-0' (Shawn) 2-0" C-O' (Shown) h '�+ m Pavement Relief (If Needed) !G a O O
<br />007 2-T Detectable Warnings Sidewalk aC I Sidewalk = a a (See Section C-C)
<br />�011 Utility Strip ,� C
<br />r 'n
<br />OPTION B � -
<br />sldeweik Curb m ,� (Grass t) _
<br />ISOMETRIC VIEW 0.02d j� g.0 Pavement)
<br />002Transltloope 1:I2
<br />4'-0` Nln. T-O' 1'-0' 7'-0• E i__-1_4�°' Varies `�9 `,\y
<br />y Ramp Min. 11 Sidewalk Curb s ��J �v �� O ,u
<br />Sldewalt Sidewalk Curb E n .. (Where Necessary) J J ti+}Wyyt Sidewalk Cure ISOMETRIC VIEW if r+
<br />P t Min. E\ a b d3
<br />PLAN VIEW PLAN VIEW /
<br />Rem
<br />(cR�L Shown, Other Similar) 9 5� Cam,\ O
<br />Sidewalk Curb 1�11
<br />o .>
<br />o O O Pavement Relief �/
<br />CR-H CR-K ¢ 1:12 vanes (r-c' Max.)
<br />Crosswalk R tip Sidewalk / Varies � N
<br />yj Ramp Or Landing y°.e° c C � I �I
<br />6� \ it of Initial Surface of Pavement 1 } `� � Q
<br />9" For Type F Curb / 2-0' Detectable Warnings O 111 / 9" For Type E Curb + UtlIJ[y Strip ngs 2-0' Detectable Warnings
<br />--/ (Type F Curb Shown) (Grass Or Pawl.) /
<br />/ ( � Varies �E" _ -t O.OS�aax. R4 � (.1a M _
<br />S-0" in. C-0' Min. �,, B$ Min. 4'-0' Nin. Gutter Line t■•��
<br />R Final Surface of Pavement Rellel - V ' O V
<br />Varies - T-0' (Std.) 3'-0' Min. 6-(T Min. Sidewalk Curb M Lip Of Curb OPTION A OPTION B V O
<br />Landing Remp Ramp Ramp Landing (where Necessary) o .
<br />Ramp Landing (See Note 3) NOTES: Zc
<br />Rdw . Pavt. 002 Sidewalk 002 Rdwy. Pavt. 002 _ 1. Crosswalk Width and Configuration NOTE: Remove Elevated Pavement By Spading And Rolling, Smooth Milling, or Grinding. r�
<br />PLAN VIEW PLAN VIEW PLAN VIEW PUN VIEW / _ _ 0.02 _ Vary; Must conform to Index 717-001. dry A
<br />PLAN VIEW 2. 15• Radius Curve Shown for CA-L. SECTION C-C
<br />U
<br />Ramp H (Varies) 3. For additional ol. see SIDEWALK
<br />on sidewalk PAVEMENT RELIEF DETAILS DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS W E U CR-D CR-E CR-F CR-G R O curb construction, see Sheet
<br />3. Cue C CR-L OPTIONS derails, on Sheet 3.
<br />SECTION D-D SECTION E-E W
<br />a SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G SIDEWALK CURB RAMPS CR-H, CR-K & CR-L "� CURB RAMPS WITHOUT SIDEWALKS AND FLUSH SHOULDER SIDEWALKS a pr G>~
<br />LAST DESCRIPTION: FY ZO2J-22 INDEX SHEET LAST ZO DESCRIPTION: FY 2D2J-22 IN SHEET LAST DESCRIPTION: FY 2OZJ-Z2 INDEX SHEET '�
<br />REVISION FOOT DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS REVISION ,n FDO DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS'sfON = Fw�' y DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS
<br />v/o1/1B �- STANDARD PLANS 522-002 4 of 7 11/01/18 �- STANDARD PLANS 522- X 5 Of 7 11101118 STANDARD PLANS L
<br />22-002 6 Of 7
<br />Z
<br />PA VEMENT NO TES: pE
<br />Gd '
<br />° 1. FLEXIBLE PAVEMENT SHALL CONSIST OF F.D.O.T. SUPERPAVE (SP)
<br />SILICONE SILICONE , ASPHALTIC CONCRETE. CAI
<br />SEALANT SEALANT - F.D.O.T. SP-9.5 FINE MIX FOR LIGHT -DUTY AREAS A
<br />6" PORTLAND CEMENT 5" PORTLAND CEMENT - F.D.O.T. SP-12.5 AND/OR SP-9.5 FINE MIX FOR HEAVY DUTY
<br />CONCRETE PAVEMENT CONCRETE PAVEMENT V - - COMPACTED To AN AVERAGE FIELD DENSITY of 93% OF MAX. LAB.DENSITY
<br />W
<br />a , a - SHALL ADHERE TO REQUIREMENTS OUTLINED IN THE LATEST EDITION A
<br />l T NDARD SPECIFICATIONS FOR ROAD AND BRIDGE OF F.D.O.T., STA
<br />J, CONSTRUCTION.
<br />6" HEAVY DUTY : - 12" STABILIZED SUBGRADE - - 12" STABILIZED SUBGRADE -
<br />I
<br />_ I
<br />(MIN. (k) OF 150 pci, i- (MIN. (k) OF 150 pci, 2 FOLLOWING COMPACTEDSTiPU STIPULASUBGRADE TIONS:
<br />CONCRETE PAVEMENT SHALL MEET THE
<br />COMPACTED TO MIN. 98% - L L _ COMPACTED TO MIN. 98% - =' L - SUBGRADE SOILS MUST BE DENSIFIED TO AT LEAST 98% M.P.M.D.D.
<br />2' LONG 3/8" DIAMOND DOWEL TO A DEPTH OF AT LEAST 1-FOOT DIRECTLY BELOW THE BOTTOM O
<br />M.P.M.D.D.; ASTM D1557) M.P.M.D.D.; ASTM D1557) OF CONCRETE SLAB. z
<br />14" O.C. PAINTED & GREASED;
<br />- THE SURFACE OF THE SUBGRADE SOILS MUST BE SMOOTH,AND
<br />REFER TO MANUFACTURER SPEC'S ANY DISTURBANCES OR WHEEL RUTTING CORRECTED PRIOR TO
<br />PLACEMENT OF CONCRETE.
<br />CONSTRUCTION JOINT SA W JOINT HEAVY DUTY CONCRETE PAVING SECTION LIGHT DUTY CONCRETE PAVING SECTION - OFECONCRETE.
<br />SUBGRADE SOILS MUST BE MOISTENED PRIOR TO PLACEMENT
<br />- CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM
<br />HEAVY DUTY - N.T.S. LIGHT DUTY - N.T.S. )ouT, WITH EXCEPTION TO THE THICKENED EDGES (CURB OR FOOTING).
<br />O d
<br />FoonNc
<br />SILICONE
<br />SEALANT 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI - THE BOTTOM OF PAVEMENT SHOULD BE SEPARATED FROM THE
<br />ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL BY AT LEAST
<br />EXPANSION JOINTS 0 154' O.C. WITH MODULUS RUPTURE OF 600 PSI WITH MODULUS RUPTURE OF 600 PSI c> w
<br />12-INCHES. O Q o
<br />MAX. CONTROL JOINT SPACING: 10-FT x 10-FT MAX. CONTROL JOINT SPACING: 14-FT x 14-FT
<br />MIN. SAWCUT DEPTH: 1.5-INCHES MIN. SAWCUT DEPTH: 1.25-INCHES E c a
<br />THE DETAILED PAVEMENT DESIGN NOTED ABOVE IS MERELY A
<br />EXPANSION JOINTS AT GEEOT�ECHNICA EXPLORATION" REPORTDEPICTION OF THE PAVEMENT DESIGN RECOMMENDATIONS
<br />PREPARED ABYY UNIVE UNIVERSAL
<br />N THE y c
<br />U
<br />SHOWN HEREIN IS FOR THE CONVENIENCE OF THE CONTRACTOR DURING W y ca
<br />°I 42 -0 O.C. - - - ENGINEERING SCIENCES, DATED 01. THE PAVEMENT DEPICTION A a Urz
<br />C..;'CONSTRUCTION. THE CONTRACTOR SHALL REFER TO ALL RECOMMENDATIONS
<br />INCLUDED IN THE GEOTECHNICAL REPORT, INCLUDING ANY/ALL ADDENDUMS.
<br />ALL CONSTRUCTION SHALL COMPLY WITH THE CONCLUSIONS AND PREMOLDED JOINT FILLER RECOMMENDATIONS CITED WITHIN THE REFERENCED GEOTECHNICAL REPORT. O O ••t
<br />2' LONG 3 8" DIAMOND DOWEL 1.5" ASPHALT 1' ASPHALT SURFACE HAINES, GIPSON ec ASSOC. INC. IS NOT RESPONSIBLE FOR THE PAVEMENT c\t
<br />A � \I
<br />DESIGN NOTED ABOVE.
<br />14" O.C. PAINTED & GREASED; SURFACE COURSE COURSE (FDOT SP-9.5)
<br />REFER TO MANUFACTURER SPEC'S
<br />SAW JOINTS AT 14'-0" O.C., - .I
<br />PLAN VIEW Ere E-
<br />SAW JOINTS SAME DAY AS POUR { -
<br />5.5' BASE COURSE (MIN. LBR 4' BASE COURSE (MIN. LBR '
<br />OF 100, COMPACTED TO MIN. OF 100, COMPACTED TO MIN. z ^I
<br />CONCRETE PAVING EXPANSION JOINT 98% M.P.M.D.D.; ASTM D1557 - - 98% M.P.M.D.D.; ASTM D1557
<br />DRAWN BY CHECKED BY
<br />- _ - � TLF RCL
<br />NOTE: - DATE
<br />PROVIDE EXPANSION JOINT WHERE CONC. PAVEMENT 12" STABILIZED SUBGRADE - 12" STABILIZED SUBGRADE
<br />AND CURB AND GUTTER MEET OR CONSTRUCT MONOLITHIC (MIN. L.B.R. OF 40, OR MIN. F.B.V. (MIN. L.B.R. OF 40, OR MIN. F.B.V. 06 29 2020
<br />CURB AND GUTTER WITH CONCRETE PAVEMENT. OF 75 psi, COMPACTED TO MIN. ='1 I- LI -' OF 75 psi, COMPACTED TO MIN.
<br />98% M.P.M.D.D.; ASTM D1557) 98% M.P.M.D.D.; ASTM D1557) SHEET TITLE
<br />CONCRETE PAVING LAOINT DETAILS
<br />SITEA'ORK
<br />(NOT TO SCALE) HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT CONSTRUCTION DETAILS
<br />N.T.S. N.T.S.
<br />SHEET NUMBER
<br />C-7.1
<br />/.KM t/De ft. 'WIV-m
<br />
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