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DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B
<br /> m
<br /> W
<br /> New waterproofing } / / FINAL
<br /> Q
<br /> height to be BACKFILL
<br /> 0
<br /> determined b the new
<br /> MIN.COVER TO MIN.COVER TO NOTE:
<br /> Y IN TEES,
<br /> MOLDED FITTINGS ARE AVAILABLE
<br /> RIGID PAVEMENT,H FLEXIBLE PAVEMENT,H
<br /> IN TEES,WYES,REDUCERS,45°BENDS AND
<br /> grade. New
<br /> BELL/BELL COUPLERS.
<br /> waterproofing to AL INATION BAR SECURED AT 8"O.C. /
<br /> terminate a few inches AND TENERS 6" WATERTIGHT(WT)JOINTSSHOWN.SOIL-TIGHT(ST) BUILDING
<br /> COVERED WITH MASTIC FITTINGS ARE ALSO AVAILABLE. FACE
<br /> PROVIDE WASHED
<br /> below new grade GRAVEL FROM _ ACKF
<br /> SPRINGLINE ILL
<br /> -
<br /> BEDDING TO 6"
<br /> ABOVE PIPE HAUNCH PROVIDE 6"PIPE
<br /> WALL.XAPPLY ARGISTING OEN COAT RY OTO OBTAON //�\//�\//�\ \//\\/
<br /> BEDDING CONNECTIONS TO
<br /> SMOOTH,EVEN SURFACE �jj�jj�jj�j 4"FOR12"-24"PIPE z
<br /> \ \ \ \ 6"FOR 30"-60"PIPE SUITABLE ALL DOWNSPOUTS Z
<br /> \\ \\ \\ \\ MIN.TRENCH WIDTH ADJUST GRADE
<br /> D EANOUT END CAP
<br /> � FOUNDATION O
<br /> NOTES: (SEE TABLE) ADJUST GRADE PER ENGINEERS LAN DOWNSPOUT ADAPTER
<br /> SELF-ADHEREDWATERPROOFING \��\� \\/ NEW GRADE.BACKFILL LEVEL 1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE INSERTED IN RISER
<br /> PIPE
<br /> MEMBRANE OVER PRIMER
<br /> �� �� �� WITH SURROUNDING GRADE FOR FINISHED GRADE LU
<br /> UNDERGROUNWITH SLIGHT SLOPE AWAY FROM APPLICATIONS",LATEST ADDITION INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW MINIMUM RECOMMENDED COVER BASED ON
<br /> 1"THICK PROTECTION BOARD ���
<br /> WALL. VECHICLE LOADING CONDITIONS
<br /> 12"WIDE MEMBRANE STRIP 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, SURFACE LIVE LOADING CONDITION
<br /> CENTERED OVER CORNER INSTALL TERMINATION WHEN REQUIRED. HEAVY CONSTRUCTION
<br /> MIN. "FILLET OF LIQUID �PED41AM H-25 AVY AXLE LOAD)a BAR WITH MASTIC AT 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A
<br /> MEMBRANE AT TRANSITION ALL VERTICAL DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE 12" 48" INJECTION MOLDED WT
<br /> ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH 45°WYE INJECTION MOLDED
<br /> TERMINATIONS BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. VEHICLES
<br /> INSERT INJECTION MOLDED, WT 45°BEND
<br /> APPLY LIQUID MEMBRANE 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II OR III.THE CONTRACTOR SHALL PROVIDE ES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER GASKETED SPIGOT BY
<br /> INJECTION
<br /> DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED BELL REDUCER
<br /> TO ALL SEAMS WITHIN ORIGINAL GRADE.EXCAVATE TO ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm)FOR 4"-24"(100mm-600mm);6"(150mm) ON RAILWAY LOADING CONDITIONS MOLDED WT
<br /> 12"OF CORNER FOR 30"-60"(750mm-900mm). GASKETED 90'BEND
<br /> EXPOSE TOP OF FOOTING TO ALLOW PIPE DIAM. COOPER CONNECTION
<br /> OR OTHER TRANSITIONS FOR PROPER INSTALLATION OF 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II OR III IN THE PIPE ZONE EXTENDING NOT E-80"
<br /> APPROX. NEW WATERPROOFING COMPONENTS LESS THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR UP TO 24" 24"
<br /> INSIDE CORNER MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 02321, 30"-36" 36" ti CV
<br /> 61-71 LATEST EDITION.
<br /> I 42"-60" 48"
<br /> 6.MINIMUM COVER:MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS)
<br /> FIELD EXISTING MASONRY FOUNDATION "COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM
<br /> IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO
<br /> EXISTING MASONRY FOUNDATION OF RAILWAY TIE. BACKFILL HDPE W o W
<br /> VERIFY APPLY PARGE COAT TO OBTAIN PREVENT FLOATION FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H, IS 12"UP T048"DIAMETER PIPE HDPE PIPE(TYP) Z W IY Z W W 2-
<br /> WALL.APPLY PARGE COAT TO OBTAIN AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE "`E-80 COVER REQUIREMENTS,ARE ONLY APPLICABLE INJECTION MOLDED O O J 1 _
<br /> SMOOTH,EVEN SURFACE SMOOTH, EVEN SURFACE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TO ASTM F 2306 PIPE. WT TEE WITH 6"WASHED OR WYE V] ZO Z O W 5 U}U U
<br /> GRAVEL TO SELF-ADHEREDWATERPROOFING 2 ADDEDE-81 NFORMATiON TJR OBI2=1 ABOVE PIPE NP°ATE°°RAW'NG R °""'°' TKS Q U }v LD w a w wJ
<br /> SELF-ADHEREDWATERPROOFING sm AOs,iNa
<br /> z REV. DESCRIPTION SV MMIDDIYY CHK'D W W
<br /> MEMBRANE OVER PRIMER MEMBRANE OVER PRIMER ®amAOs,INn REv o6scRlPnoN By MMiDonr CHK'D Q Z Z w~z z N w d Lu
<br /> DEPICTED DRAINAGE NSIEMS,INC.(`MSS ADS
<br /> PREPARED RFO MENL BASED NE INFORMATION OR
<br /> PROVIDED TO ADS. THIS DRAWING S INTENDED TO W'"CKS _ N O ¢C)w=¢¢F U CJ OJ w
<br /> DEPICT THE COMPONENTS AS REQUESTED. ADS FVS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT,NOR HAS ADS •`� +0/+8J06 ADVANCED DM911E SYSTEMS.INC.(•MSS HAS PREPARED TNS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO `"KS 'z CL' Q U Z W.J p F
<br /> 1"THICK PROTECTION BOARD INDEPENDSPECIFIC FOR H�SMPFIRO ECn'TE NTHEE DESIGN SUPPLIED. THE ENGINEER SHALLINSTALLATION DETAILS REVIEW THESE DETAILS RIOR TODED EREIN ARE CONSTRUCTION..I SE THEMDESIGNONS ENG EERS D ARE 0T TYPICAL IL HILLIARD,OHIO430 6 INDEPENDENTLLVDDEPICT THE LY('YERIFIED THE IENTS AS NFORMATION SUPP D. THE INSTALLATION DETAI NOT PERFORMED ANY LSEPROVIDED HING OR EREIN ARIGN E GENERAL RECOMMENM KNS AND ARCES FOR THIS PROJECT,NOR HA E ROOF DRAIN W 45 DEG 4WOTRUEMANBLVD - 040203 O ,� L.=a Q LUIII Q W W Z Q
<br /> 1"THICK PROTECTION R SURE(THAT THE DETAILS PROVIDED HEREIN714E DETAILS P�ARE ACCEPTABLDED HEREIN E FOR°THIExRE�E E APPLICABLE NATIONAL.SAE,OR LOCAL REQUIREMENTS AND T D�� NTS SPECIFIC F� THIS
<br /> ENSURE THE DE GPRONOED HER N MEETS ORREVIEW TME CEEDS HE APPJCAB E NA O W STATE OR LOESE DETAILS PRIOR TO CONSTRUCTION IS E CAL R REQUIREMENTS AND TO WN ENGINEERS 'R CLRANODI .HILUARD.OHI0a3026 NTS C y J Q W'V a Q,V K}�_
<br /> 12"WIDE MEMBRANE STRIP DRAWING NUMBER STD-101 °" - +oF+ ENSURE HAT THE DEAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DR.wz s sDa.x W LU ¢ O m
<br /> DRAWINGNUMBER� STD- '� iDFi x �. ¢ J p w U O Z O
<br /> BOARD F" =c.Jzo-Nxwzz
<br /> CENTERED OVER CORNER APPROX. `� Q � Z I.L.Z=o�Z o=w a Q
<br /> 3'-4' a d z < 2zCJ zP_ 0
<br /> a.
<br /> FIELD VERIFY 12"WIDE MEMBRANE STRIP Where masonry was not previously o o J Q w W?Z)LU¢Q w
<br /> CENTERED OVER TRANSITION waterproofed/damproofed, apply parge zz Co Q LU =w o Z=a
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<br /> coat as noted. Where existing w ¢Z LLJ Q W o D_Q,o Q W
<br /> V)JJZQ,og0 ❑
<br /> F�D7 Z
<br /> OUTSIDE CORNER MIN-4"FILLET OF LIQUID waterproofing/damproofing is present, REUSE BRICKS FROM EXISTING WALKWAY
<br /> MEMBRANE AT TRANSITION remove loose and excess existing
<br /> material from wall surface to provide a 2"SETTING BED MATERIAL w w
<br /> COVER EDGE OF 6"WIDE BY 12"DEEP CONCRETE SEALER Z Z
<br /> suitable substrate per manufacturer T 6"WIDE BYI2"DEEP CONCRETE o o
<br /> CURBING FLUSH WITH SIDEWALK. 9 WIDE BRICK PAVER WALKWAY
<br /> MEMBRANE WITH LIQUID CONTROL JOINTS ATI5'SPACING. CURBING FLUSH WITH SIDEWALK. U LU F-
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<br /> MEMBRANE OR MASTIC requirements. � � Lu
<br /> GEOTEXTILE SEPARATION TYPE CONTROL JOINTS AT 15'SPACING. Z
<br /> TOP OF EXISTING FOOTING/STEP 1' SHOULDER MAX 2°/Q CROSS SLOPEFABRICTURNUPATEDGE TiF TO Fk/ o
<br /> PEE STjNG W w W ZD w
<br /> GFZ , . Mqk x3. GRg4F z Of Q Q Q
<br /> �y`\S 3.� - - _ - 1' SHOULDER W o n o
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<br /> BELOW-GRADE W AT E R P R O F I N G AT WALL - -_ I _ 1=L�,, ,r-� � 1- -�- _ �_'�_' _ "-' I"_' IL r'� -�-I 4"CONCRETE SUB-SLAB
<br /> GRAVEL LOCATE 5'O.C.ALONG I- I- I I-I I I JOINTS AT 10'SPACING �' M a- Q M F O
<br /> LOWEST ELEVATIONS LI�I I�-111�11�11=J11- ��-iJl- -T-I -I �I�I 11-11 I 11-11(=III-II-I-II- ���� _______ ____ � O
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<br /> 09-04-2020
<br /> 5' CONCRETE SIDEWALK U
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<br /> T�F T (4 X
<br /> \NG G MAX 2% CROSS SLOPE O Fk�ST E w
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<br /> I-TI=ITT-T1=1TI=1 1=1 1=1 1=1TI- =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I
<br /> 1' SHOULDER =III-III-III-III-I 1=1 I1=1I 1=1 I I-III_1=1 I1=1I 1=1 I1=1I 1=1 1=1 I1=1I 1=1 1' SHOULDER W
<br /> I-III-III=III=III=III=III=III-III-III_I-III-III=III=III=III=III=III
<br /> .II1=1I1=1II- I-1I1=1I1=1I1=1I1=1I1=1II_1=1I1=1I1=1I1=1I1=1I1=1I1=1I
<br /> =1 I I-1 I I-1 I III=1 11=1 I I-1 11=1 11=1 1=1 I I 11=1 I-I 11=1 11=1 11=1 11=1 1= _______
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<br /> 4" THICK SIDEWALK o .Q DO
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<br /> JOINTS AT 5' SPACING N Co
<br /> 3000 PSI MINIMUM EXISTING GRADE T MU a)Zco
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<br /> COMPACTED SUBGRADE o� E
<br /> CONCRETE SIDEWALK SECTION X 0-=)
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<br /> 61DEWALK(E STD.) 2co 2O NOTES: OO OO
<br /> Q? H F-r 1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING ~> NOTES: ~>
<br /> Q ,may` a"R s" UTILITY STRIP B Q F Q F 3 . PLANS OR AS DIRECTED BY THE ENGINEER. Q F 3 Q F 3
<br /> oe'tia`5`c 4'x a' DROP culls z'oErecrnsLe o.oz im":I N,,O U N Dr: U 1z-1¢e=7 V CONSTRUCT STANDARD SIDEWALK 5' WIDE AND 1z-1 s e=7 V
<br /> 4',4'c aaCL W.WB x1 D o:o. NON.) 0.02(NORM.) LL O�,••,Z LL-1, IHZ 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL ccItiZ LL_1,ItiZ
<br /> �-I oo x oo x oo x 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. oo =
<br /> O O MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. O vJ
<br /> W QQLL= WQ Cc ZLL= WQaLL= WQaLL= V 1
<br /> r• 1z:1 MAx RARP U¢O I;� H U O C7 3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL H O 2 O C7 PLACE A GROOVE JOINT 1" DEEP WITH 1'8" RADII " RAD SURFACE OF
<br /> ♦r Q ly Q Iti WITHIN THE PEDESTRIAN CROSSWALK LINES. Q t� Q t�
<br /> H x a'MIx. �H~OW I III III I a)ITT yFLL0W IN THE CONCRETE SIDEWALK AT 5' INTERVALS. SIDEWALK yFz~z0
<br /> 2 LLo ly Q I I I I I I I I p'••'Q 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. 2 O`•I Q ONE JOINT SEALER LL N
<br /> eY e I SECTION B-B z ;¢ III III o >� o >¢ RV" EXPANSION JOINT WILL BE REQUIRED AT QU oo?QQ
<br /> 'gyp INTERVALS. A �" EXPANSION JOINT WILL BE REQUIRED z IH
<br /> 7e'PQr ~> ~> 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
<br /> 4�Fy SIDEWALK 5 M a' J� P F W❑ W❑ PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. W p WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. W O
<br /> ELEVATION W1��+ URB .• .•�' .�" O
<br /> TRANSITION DROP TRANSITION ❑ \ LU ❑ • • - ?•e o • ;••4,?•e' ❑
<br /> P cugB I I II II I I SIDEWALK sxDEiALl(___ 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION • )�"•JOINT WIDTH 'I� o JOINT FILLER
<br /> E I I II II I I f SEE NOTE T2 REQUIREMENTS AND CONSTRUCTION GUIDELINES. ~�
<br /> VARIABLE SLOPES NOT `•� I II II I F� 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4'WIDE. T = SIDEWALK THICKNESS
<br /> SEE NOTE 10
<br /> TO EXCEED 10:1 SECTION A-A SEE NOTE 4 J 4'-0" (TYP)
<br /> �, .\ STOP LINE tiai B. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33%MAXIMUM. TRANSVERSE EXPANSION JOINT r 1
<br /> ISOMETRIC VIEW ___- �0 i 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2%MAXIMUM. IN SIDEWALK v
<br /> SIDEWALK SIDLINALK _ ion
<br /> SIDEWALK 2 f SEE __ SIDEWALK �v 'SIDEWALK 2 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10%MEASURED ALONG THE CURB LINE. 2 2 W
<br /> PAY LIMITS FOR CURB MYP EXPANSION.JOINT 0 - - 0 LL o
<br /> s E To.846. LL LU NOTE 12 ,; LET Q LL LL
<br /> NOTE; A PORTION OF ONE OR BOTH DAMPS W SEE ,�-,q I 4'-O" (TYP) W
<br /> MY EXTEND OUTSIDE THE RETURN. C7 H 0 F 11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5%AND MAINTAIN A 0 C7 Y
<br /> NOTES: Z (- NOTE 3 Q SEE NOTE 4 �\ Z H- Z z J
<br /> 1.DETECTABLE WARNING DOMES WILL COVER 2'-0"LENGTH AND FULL WIDTH OF THE Iti STOP LINE - io t0 SEE NOTE 10 \\ `\ H SMOOTH TRANSITION. FH FH Q
<br /> RAMP FLOOR AS NINYN ON THE DETAILS.
<br /> 2.DETECTABLE WARNING DOMES WILL CONTPIST VISIBILITY WITH ADJOINING SURFACE,EITHER LIGHT-ON-DARN, EXPANSION JOINT Q C7 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR Q U) Q 3
<br /> OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. LDa SEE NOTE 1 ( D. 4.Ol) Q d ❑ _--- - - --___ \` `� cc ❑ tY IL W
<br /> SIDEWALK \ \\ `\ �i. MEDIAN ISLANDS A MINIMUM OF 5'X5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
<br /> 4'xs• O Z ___ _____ _____ � O Z O s ❑ G
<br /> I.wsxxo a
<br /> RARP WIDTH AREA IS VARIABLE \ ❑ CCQ \ �\ \ A Q
<br /> 1 EXPANSION JOINT \ \ A� ❑ 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6'WIDE. CONSTRUCT MEDIAN ISLANDS ❑ W CC
<br /> ❑ y
<br /> (SEE STD.848.01) CrQ CE \\�\ Q CO TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. Q F
<br /> IN A W«A+8" x B ❑ m > \ ❑ m o ❑ o L�" EXPANSION JOINT Q
<br /> 0 O O O O O SIDEWALK 2 DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \ m z / FILL " WIDE x 1" DEEP GROOVED OR ❑ W
<br /> O O 5' 0.0' S.B' S.B' 5.0'* Q U \ • Z U 14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH Z Z
<br /> 6' 0.0' 8.B' 6.8' 8.0'•" Q PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS V Q THE SURFACE STREET. Q / SAWN JOINT WITH JOINT Q W
<br /> b O O O O O O 0.9 q TO 1.40 q 7' 0.0' 7.S' 7.3' 6.5'•- �i W C0 V W U) V / SEALING COMPOUND Cn U
<br /> ss B' 0.0' 8.8' 7.3' 9.5'•• N DETAIL SHOWING TYPICAL LOCATION OF CURB !q 15. CURB RAMPS WITH RETURNED CURBS NAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE BUILDING, V
<br /> TITAN 50!TO N0 MOUE s' 2.0' 7.8' 7.8' 6.0' 4'X 4'CLEAR SPACE / } O RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES > O IS PLANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. WALL, ETC. / . �" RAD 118" RAD } Z Z
<br /> OO OO pO pO O0 TINN 65+x of THE BASE 6' 2.5' B.3' 8.1' 4.8' Q a- Q CL Q -'P -'P Q
<br /> DIAMETER CROSSWALK LIMITS. 3 C 3 O 3 /• a 3 O
<br /> 5' 3.0' B.B' 8.3' 4.4' (SEE NOTE LIMITS.
<br /> '••
<br /> 5' 3.5' 8.3' 8.4' 4.V Q a Q d 16. PLACE A L1" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 Q - >?.:'"• •�'->;•<'•�• P..•: P. Q V Z =
<br /> 0 0 Q 6' 4.0' 9.8' B.B' a.B' 2'MIN.CURB O / 'n�.4 o Z Q O
<br /> BETWEEN RARPS
<br /> 5' 4.5' 10.3' S.7' 3.4' fY D' / Q
<br /> i 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING 3IONAL3 AS SHOWN IN THE PLANS OR A3 SHOWN IN THE MUTCD. U)
<br /> 6' 6.0' 10.8' 8.B' 3.1' / PROPOSED e' e'e' e''.e•e'Ie:e•e•
<br /> ig" ` t.s"To 18. CURB RAMPS THROUGH MEDIAN ISLAND$, SINGLE RAMPS AT DUAL CROSSWALK$ OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. CONCRETE PR••P.�`& •� Lu O$ 2 4B-X-(A.B") \SEE NOTES ROAoxKY SIDEWALK CONC. PAVEMENTB=DISTIWCE FROM FRONT EDGE OF SIDEWALK P�SYMBOL CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.TO BACK PDINT OF 1E:1 (UIRED)SLOPE. CR PROPOSED CUB RAMP W/ LANDI ALLOWABLELOCATION$
<br /> :;o�.>:,.;, BACK OF SIDEWALK OflOP REQUIRED FOR ALLR N0 ------------------- DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK'.,.'.'.��.".F... •SIDEWALK SLOPES.
<br /> • BACK OF SIDEWALK DROP REQUIRED FOR PLAN VIEW FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII..........•ANY
<br /> SIDEWALK SLOPES D.04. DUAL RAMPS cum RAMP rr � '/�
<br /> DETECTABLE WARNING DOMES (4'MIN NYFRADILOOR WIDTH) SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 SHEET 1 OF 1 I� vJ J
<br /> Uj
<br /> 848.05 848.05 848.05 848.01 1--I eo J
<br /> cn � = Ifl
<br /> 01 PROJECT NO.
<br /> 20-0014
<br /> DRAWING NAME:
<br /> Know what's below. 20-0014 D
<br /> Addendum #1 -
<br /> Cal before you dig. SHEET NO.
<br /> D-1
<br />
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