|
DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B
<br /> m
<br /> W
<br /> FINAL Q
<br /> BACKFILL
<br /> MIN.COVER TO MIN.COVER TO NOTE:
<br /> INJECTION MOLDED FITTINGS ARE AVAILABLE
<br /> RIGID PAVEMENT,H FLEXIBLE PAVEMENT,H IN TEES,WYES,REDUCERS,45°BENDS AND
<br /> BELL/BELL COUPLERS.
<br /> TERMINATION BAR SECURED AT8"O.C. � / WATERTIGHT(WT)JOINTS SHOWN.SOIL-TIGHT(ST)
<br /> AND WITH TOP AND FASTENERS 6" BUILDING
<br /> COVERED WITH MASTIC FITTINGS ARE ALSO AVAILABLE.
<br /> PROVIDE WASHED FACE
<br /> INITIAL
<br /> GRAVEL FROM SPRINGLINE - - BACKFILL
<br /> BEDDING TO 6"
<br /> ABOVE PIPE HAUNCH PROVIDE 6"PIPE
<br /> EXISTING MASONRY FOUNDATION
<br /> WALL.APPLY PARGE COAT TO OBTAIN /\/\/\�\/\'
<br /> SMOOTH,EVEN SURFACE \ \ \ \ �\ BEDDING CONNECTIONS TO
<br /> 4"FOR 12"-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 /> MEMBRANE OVER PRIMER PIPE
<br /> �� �� �� WITH SURROUNDING GRADE FOR FINISHED GRADE LU
<br /> UNDERGROUN/ WITH 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 PIPE DIAM. H-25 (75T AXLE LOAD)`
<br /> 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" 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 USINGAGEOTEXTILE MATERIAL. 54"-60" 24" 60"
<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 VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER GASKETED SPIGOT BY
<br /> DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED BELL REDUCER INJECTION � q�
<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 /> .
<br /> INSIDE CORNER MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 02321, 30"-36" 36" I` (0 LO 't (y) N
<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 RAILWAYrIE. 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 x 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� _
<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 7 U>U In
<br /> SELF-ADHEREDWATERPROOFING A°DEO E-aoi"`oRMAn°" R °ez°'°' ABOVE PIPEGRAVEL TO 6 uP°ATE°DRAwINc R °"+vw c%s Q Lou U j W¢U.1 U 0
<br /> SELF-ADHEREDWATERPROOFING sm AOs,iNa
<br /> Z REV. DESCRIPTION 0V MMIDDIYY CHK'D W W
<br /> MEMBRANE OVER PRIMER MEMBRANE OVER PRIMER ®am AOs,INn REv o6scRlPnoN BY MMiDonr CHK'D Q Z Z W~Z z N W�'W L,
<br /> DEPICTED DRAINAGE NSIEMS,INC.(`MSS HAS PREPARED RFO DETAIL BASED NE INFORMATION OR
<br /> PROVIDED TO ADS. THIS DRAWING S INTENDED TO W'"CKS _ N O ¢0 W=¢¢F U CJ(/)111
<br /> DEPICT THE COMPONENTS
<br /> AS REQUESTED. ADS FVS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT,NOR HAS ADS •`� +0/+8J06 ADVANCED DRAINAGE SYSTEMS.INC.(•MSS HAS PREPARED TNS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO `"KSK 'z W Q U Z W.J p F
<br /> 1"THICK PROTECTION BOARD INDEPENDSPECIFIC FOR
<br /> H�SDPRREDO ECTMTE'THE0RDESIGN SUPPLIED. THE ENGINEER SFULLINSTALLATION DETAILS REVIEW THESE DETAILS PROVIDED
<br /> TOEREIN ARE CONSTRUCTIOH.R SETHEMDESIGN°NS ENG EERS D ARE NOT
<br /> TYPLCAL �� HILLIARD,OHI04302G NDEPENDENRLVD DEPICT THE CYL'YERIFED THE NENTS AS EORMA DN SUPP ED. THE 6TAllA D OLTAI NOT PERFORMED ANY GSEPROWDED HING OR D REIN ARIGN EE GENERIL RECOMMENM BNS IND ARCES FOR THIS PROJECT,NOR HAS�NOT ROOP DRAIIQ W 45 DSG aWOTRUEMANeLVD - 040203 O ,� < 2=W Q(WjJ Q W W 0 Z Q
<br /> 1"THICK PROTECTION ENSURE(THAT THE DETAILS PROVIDED HEREINTY TO ENSURE 714E DETAI PPROVIDED
<br /> ACCEPTABLE THIS PEKE E APPUCAB E NA ONA,S A E,R LOCA REOUIREMEN S WD T D�� ' NTS � FI�TMO ENSURE THE DETAILSIS PROJECT. THE° GPRONOEENGINEER
<br /> HER N MEETS OR REVIEW EXCEEDSTHE APPLICABLE NATIO(W,SPATE•R ESE ETMLS PRIOR TO CONSTRUCTION. I IS LOCA DESIGN QUIREMENTS AND TO �R CLEANODT .HILUARD.OHI0 a3026 NTS y J Q W'V W Q V W}LU LU _
<br /> 12"WIDE MEMBRANE STRIP DRAWING NUMBER STD-101 °" - +oF+ ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. oR.wz s sDa.x W w ¢ O Go I-
<br /> DRAwiNGNUMBER� STD-1001 '� iDFi x �. ¢ p W U O Z O M
<br /> BOARD F" D'UZQ-(nxwzz
<br /> CENTERED OVER CORNER APPROX. Q Z o Z=V)I-Z❑=w a Q
<br /> 3'-4' � w < F-F-C) LU LL J(n O
<br /> FIELD VERIFY 12"WIDE MEMBRANE STRIP
<br /> Q J U W W'D 7 W O Z W
<br /> CENTERED OVER TRANSITION Z o co w z CO O¢ C) w
<br /> w ¢LL1 0 0Qg�Qo
<br /> Tnz5LZLI J_=>O
<br /> F F�mz
<br /> OUTSIDE CORNER MIN-4"FILLET OF LIQUID REUSE BRICKS FROM EXISTING WALKWAY
<br /> MEMBRANE AT TRANSITION
<br /> LU
<br /> 1 1l2"SETTING BED MATERIAL W W
<br /> COVER EDGE OF 6"WIDE BY 12"DEEP CONCRETE SEALER Z Z
<br /> CURBING FLUSH WITH SIDEWALK. 9' WIDE BRICK PAVER WALKWAY 6"WIDE BY 12"DEEP CONCRETE LU LU
<br /> MEMBRANE WITH LIQUID CONTROL JOINTS AT I5'SPACING. CURBING FLUSH WITH SIDEWALK. W Wtz
<br /> MEMBRANE OR MASTICCONTROL JOINTS AT LLi �
<br /> GEOTC TURN
<br /> SEPARATION TYPE Z
<br /> TOP OF EXISTING FOOTING/STEP 1' SHOULDER MAX 2°/Q CROSS SLOPEFABRICTURNUPATEDGE TiF TO Fk/
<br /> PEE STjNG W w LL CO w
<br /> i
<br /> LU
<br /> Q
<br /> QOE
<br /> S \NGGFZ z
<br /> }
<br /> LU
<br /> O Of 2U (If'
<br /> I_- Jz0° )Q Z o TOO:
<br /> LU
<br /> 2"DID.DRAIN HOLE FILL WITH PEA 4"CONCRETE SUB-SLAB aBELOW-GRADE WATERPR OFING AT WALL GRAVEL LOCATE 5'O.C.ALONG JOINTS AT 10'SPACING Q_ () a Q O
<br /> LOWEST ELEVATIONS m6
<br /> _________
<br /> ----------------
<br /> NTS -------------------------------------
<br /> 4"COMPACTED CRUSHED STONE 2'-0----- -----------------------------------------
<br /> ° --- ----------------------------------------- ------------------------_______
<br /> COMPACTED SUBGRADE
<br /> C\ CA Ro
<br /> EXISTING GRADE
<br /> _ss/o
<br /> ° °
<br /> F
<br /> PEDESTRIAN PAVER SECTION °°¢� SEALo
<br /> '=
<br /> o o.
<br /> 24627
<br /> ; o
<br /> 09-04-2020
<br /> 5' CONCRETE SIDEWALK U
<br /> U
<br /> T�F T 13 U
<br /> \NG G MAX 2% CROSS SLOPE O Fk�ST E W
<br /> E O�XMp,X 1 -III-1 I-1 I I-1I I-1 I l of 1 1=1 1= =1I I-III-1T_I-1TI aTl-1 m I I I-1�r I M G C'Rgp Z co
<br /> \ I 1=1 11=1 1=1 11=1 1=1 11=1 I I-III- -III-III-III-III-III-III-III-III
<br /> I-TI=ITT-T1=1TI=11�=11�=11�=1T1- =11�=11�=11F=11�=11�=111=11�=11�
<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=111_1=III-III=III=III=III=III=III
<br /> -111=1I1=1II- I-1I1=1I1=1I1=1I1=1I1=1II_1=111=111=111=111=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= ------- ---------
<br /> ---'------------------_I11=L1L=111=1 11L-111=111=llL=J11=111=11L IJ=L11-111_I11=11L=111=1L_____--------------- Z ~
<br /> Z a x
<br /> C9 LL
<br /> 4" THICK SIDEWALK o .Q DO
<br /> co
<br /> JOINTS AT 5' SPACING N DO
<br /> 3000 PSI MINIMUM EXISTING GRADE T MU a)Zco
<br /> o
<br /> COMPACTED SUBGRADE =;; E
<br /> CONCRETE SIDEWALK SECTION C X °`1�
<br /> m c W LL) 3
<br /> OOTn.CN _ 2G
<br /> U J MY>
<br /> 5
<br /> SIDEWALK(5'STD.) OM co 02 CO NOTES: O O O O
<br /> P � H H-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 e" 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'°ErecrnsLE o.oz l I'l N,,O U N¢ U 1z-1 C)e=7 V CONSTRUCT STANDARD SIDEWALK 5' WIDE AND 1z-1 s e=7 V
<br /> 4',4'c aaCL W.cjB xI D o:o. NON.) 0.02(NORM.) LL OLL-Z LL-1Oa 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 = 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 /> Cc Cc
<br /> LU LL= WQ Cc ZLL= WQaLL= WQaLL= V 1
<br /> r• 12:1 MAx RARP I 020cD F-U OC7 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 H02OC7 PLACE A GROOVE JOINT 1" DEEP WITH Yg" RADII 1�" RAD SURFACE OF LUcU2O1, J
<br /> ♦r Q ly Q Iti WITHIN THE PEDESTRIAN CROSSWALK LINES. Q _ Q ly
<br /> H x I' IN. �H~OW I III III I �H~zOW rpF~p111 IN THE CONCRETE SIDEWALK AT 5' INTERVALS. SIDEWALK coz~z0
<br /> Lu
<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. O`•I Q ONE JOINT SEALER LL N
<br /> eYe I SECTION B-B z ;¢ III III o >� o >¢ Lg" EXPANSION JOINT WILL BE REQUIRED AT 50' oo?QQ
<br /> 'gyp z Iti z IH INTERVALS. A " EXPANSION JOINT WILL BE REQUIRED Z '•"
<br /> 7e'PQr ~lH ~> 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
<br /> 4�Fy ST:DEwaLK 5 M a' J� P F W p 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�S RB .• .•�' .�" O
<br /> TRANSITION DROP TRANSITION ❑ \ p ❑ • • - ?•e o • ;••4,?•e' ❑
<br /> P cuRB I I II II I I SIDEWALK SIDEWALK___ 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION • 1,z"•JOINT WIDTH ' _ o oJOINT FILLER
<br /> SEE NOTE 12 1 REQUIREMENTS AND CONSTRUCTION GUIDELINES. ~�
<br /> VARIABLE SLOPES NOT `•� I II II I SEE NOTE 10 F� 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4'WIDE. T = SIDEWALK THICKNESS
<br /> TO EXCEED 10:1 SECTION A-A SEE NOTE 4 J 4'-0" (TYP)
<br /> �, .� STOP LINE na,ai 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 SIDEWALK _ io
<br /> SIDEwnLK [[ f SEE __ SIDEWALK �v 'SIDEWALK ¢ 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10°c MEASURED ALONG THE CURB LINE. W
<br /> CC CIC
<br /> PAY LIMITS FOR CURB RAMP EXPANSION JOINT -_- - O o
<br /> SE TD.846. LL I= NOTE 12 ,; LL Q LL LL
<br /> NOTE; A PORTION OF ONE OR BOTH RAMPS LU SEE ,�-,y I 4'-0" (TYP) W
<br /> MY EXTEND OUTSIDE THE RETURN. C7 H w L`� )� 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 C7 0 Y
<br /> NOTES: Z (- NOTE 3 Q SEE NOTE 4 �\ Z z z J
<br /> 1.DETECTABLE WARNING DOMES WILL COVER 2'-0"LENGTH AND FULL WIDTH OF THE Iti STOP LINE - io tD SEE NOTE 10 \\ `\ H SMOOTH TRANSITION. Iti Iti Q
<br /> RAMP FLOOR AS NINYN ON THE DETAILS. kv
<br /> 2.DETECTARLE WARNING DOMES WILL CONTPIST VISIBILITY WITH ADJOINING SURFACE,EITHER LIGHT-ON-DARN, EXPANSION JOINT Q O - ----- _____ \\ \ Q C7 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2+k IN ANY DIRECTION. CONSTRUCT LANDINGS FOR Q U) Q 3
<br /> OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. LDa SEE NOTE 1 Cr d ❑ _--- - - --___ \` `1 2 ❑ Cr IL Q W
<br /> SIDEWALK \ \\ `\ �i. MEDIAN ISLANDS A MINIMUM OF 5'XS' WITH A MAXIMUM SLOPE OF 2� IN ANY DIRECTION.
<br /> 4'xs• O Z ___ _____ _____ � O Z O s ❑ G
<br /> I.wsxxo a
<br /> RAMP WIDTH AREA IS VARIABLE \ ❑ Q \ �\ \ Q
<br /> 1 EXPANSION JOINT y \\ \ �� ❑ y 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6'WIDE. CONSTRUCT MEDIAN ISLANDS ❑ W ❑ y
<br /> (SEE STD.845.01) Q ¢ Cc DO
<br /> TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. Q F
<br /> W A W«A+8" x B ❑ m > \ ❑ m o ❑ o L�" EXPANSION JOINT Q
<br /> 0 0 0 0 0 o sroEvuLK z DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \ m z / FILL " WIDE x 1" DEEP GROOVED OR ❑ W
<br /> O O O O O O 5' 0.0' 5.8' 5.B' 5.0'• Q U \ z y 0 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 /> 11 6' 0.0' 8.8' 6.8' 8.0'•" Q PEDESTRIAN CROSSWALKS VINO 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 R TO 1.40 R 7' 0.0' 7.S' 7.3' 6.5'•- � �i W c0 V W N V / SEALING COMPOUND N U
<br /> ss S' 0.0' B.8' 7.3' 9.5'•• N DETAIL SHOWING TYPICAL LOCATION OF CURB W 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 /> 0
<br /> THAN 50!TO N0 MRE 5' 2.0' 7.8' 7.W 5.0' 4'X 4'CLEAR SPACE / } O RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES > O IS PANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. >_ WALL, ETC. / 1/8" RAD 118" RAD } Z Z
<br /> OO OO pO pO O0 TINN 89x of THE BASE 5' 2.5' B.3' B.1' 4.8' Q a- Q LL Q •.'P •.'P Q
<br /> DIAMETER CROSSWALK LIMITS. 3 0 3 0 3 /, a 3 O
<br /> 5' 3.0' B.B' B.3' 4.4' (SEE NOTE 10) '••
<br /> 5' 3.5' 9.3' 8.4' 4.V Q a Q d 16. PACE 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' 8.8' 3.8' 2'MIN.CURB 0 0 0 / 'n�.4 0 Z Q O
<br /> BETWEEN RAMPS
<br /> 5' 4.5' 10.3' B.7' 3.4' � EY 1' / Q
<br /> I 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING 3IONAL3 AS SHOWN IN THE PANS OR A3 SHOWN IN THE MUTCD. U)
<br /> 6' 6.0' 10-B' PROPOSED '' e' e'e'o:e�'e''.e•e'Ie:e•e•
<br /> ig" ` t.s"To 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. CONCRETE PR••P.�`ia-� LLIO$ 2 4B=X-(A.8") SEE NOTES RDASYMB SIDEWALK CONC. PAVEMENTB-oISTANCE FROM FRONT EDGE OF SIOEWALK P R SY�a CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.TO BACK PDINT OF 1E:1 (UIRED) RALLCR PROPOSED CUB RAMP W/ LANDI ALLOWABLE LOCATION$
<br /> :;o�.>:,.;, BACK OF SIDEWALK DflOP REQUIRED FOR ALLV R "G ------------------- DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
<br /> n'.,.'.'.��.".F... •SIDEWALK SLOPES.
<br /> • BACK OF SIDEWALK DROP REQUIRED FOR PLAN VIEW FR PROPOSED PROPOSED OR FUTURE SIDENALK DUAL RAMP RADII..........•ANY
<br /> SIDEWALK SLOPES D.04. DUAL RAMPS cum RAMP rr � '/�
<br /> DETECTABLE WARNING DOMES (4'MIN. FLOORWIDTH) SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 SHEET 1 OF 1 I� vJ J
<br /> 848.05 1848.05 848.05 1 848.01 1--4 � 00 J Uj
<br /> cn CN 0
<br /> 01 PROJECT NO.
<br /> 20-0014
<br /> DRAWING NAME:
<br /> Know what's below. 20-0014_D
<br /> Cal before you dig. SHEET NO.
<br /> D-1
<br />
|