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O7
<br /> 14'- El' T -5"
<br /> Af-� Retaining curb if7 7 L }
<br /> necessary at edge NOTE: Q) Q)
<br /> V-6" 4' of sidewalk For Sections A-A and B-B 4- .� >
<br /> and all related notes, refer U E
<br /> 2'-0' 7o� to County Standard Drawing C
<br /> R= " BMax _33% SM x% No. R-106. 4 Q N
<br /> 1 " (Typ) 1 ., f -
<br /> ..*..EMU I 1fl 111,1," 2 � See N aCASE A U •�•> �
<br /> Note 6 Q W W
<br /> 1j" Pavement & Base o0o M c °00
<br /> 6" 6„
<br /> See County Standard Drawing No. R-6 000 "? o°o Front edge
<br /> 14^ for roll curb, gutter and sidewalk .00000 o°°1p% of sidewalk
<br /> /0/ �� /0/ ��
<br /> v--0 at 1CurbM(typ) A Detectable Warning Surface C
<br /> See County Standard Drawing No. R-7 Q
<br /> for vertical curb, gutter & sidewalk B Detectable Warning Surface OL
<br /> VERTICAL TYPE "B" VERTICAL CURB 4' neceissary at edge C
<br /> CURB AND GUTTER5 of sidewalk . . V
<br /> o
<br /> � See Note 6
<br /> 8.33% N 8.33%
<br /> B 7'-6" Min or as shown on plans Max Maxa CASE B
<br /> ti 18"
<br /> (Sidewalk less
<br /> 5'-0" Min or as shown on plans 2'-6 ° ° ° ° ° than 5' wide)
<br /> P a "� %�0�0�8�8�%�%�8 220 Norwood Park South
<br /> - - - - - - - - - - - - - - - - o 12" 000000000000000
<br /> ea Suite 201
<br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �° 2-° 17�" I Norwood,MA 02062
<br /> �- Score mark if monolithic pour 1 ^ 2" B �1--I Face (781) 619-9500
<br /> _ _ _ _ 40� _ _ _ _ 0� �� 1 _ 2„i 4.5' min for 4 1/2' curb, See Note 6 5'5 of Curb
<br /> - - - - L 2% Typ 1 ^ 6' min for 6" curb at back of walk r-Min
<br /> 4" •' . � ' .�; v 1 " 14• Expansion joints per
<br /> 6" County Standard Drawing 2%
<br /> �1 •'� No. R-11 A f Xx�
<br /> 6e /
<br /> 12p.,.C::C
<br /> '. I- 'i•'.•.. A 12
<br /> i 6" % 8" F�4'�{ Detectable Warning
<br /> TYP Surface o
<br /> 4'
<br /> See Note 6 'ate
<br /> ELEVATION "B" A Cr e t�
<br /> ELEVATION "A" T �t7
<br /> N °
<br /> TYPE "F" CURB & APRON 10% M o 10% x4 o Min o
<br /> VERTICAL
<br /> CURB, GUTTER AND SIDEWALK aatx og aMd og MaxtFront edge
<br /> curb ;o;o �000 of of sidewalk * A U r
<br /> 14'- " A -411111J°° CASE D Crosswalk I I EXPIRES 9
<br /> NOTES: NOTES:
<br /> it 1/2" x 24" rebar, greased and wrapped one side through all expansion and cold © 5/8" x 24" rebar, greased and wrapped one side through all expansion and cold CASE C * 3' min for 4 1/2" curb 1 . �. `
<br /> joints. joints. 4' min for 6" curb `
<br /> Approved by: Approved by: Approved by: Approved by:
<br /> 'yF }
<br /> VERTICAL CURB VERTICAL CURB AND OF' � CURB TRANSITION DETAIL `-L�,+�r•,.,.•/yl., CURB RAMPS /�l.,�rG
<br /> GUTTER AND SIDEWALK No. Revision Description Date VERTICAL CURB WITH APRON No. Revision Descriptio Date No. Revision Description Date . (Page 1 of 3) No. Revision Descri tion Date
<br /> ,t COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN v� ' COUNTY OF SAN JOAQUIN �7��� COUNTY OF SAN JOAQUIN
<br /> ,.,rL,�,. DEPARTMENTOFPUBLICWORKS �,y��, DEPARTMENT OF PUBLIC WORKS �y,;�.,. DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS
<br /> BENCH/BACKREST wadm8 ft YOU Date:DEC 2014 Std.Dwg.No. R-] "`dit f'YM Date:DEC 2014 Std.Dwg.No. R.8 "»�•6 �YOU Date:DEC 2014 Std.Dwg.No. R-9 WcrrkyD$', for YOU Date:DEC 2014 Std.Dwg.No. R-10A
<br /> L?
<br /> FLOOR PLAN
<br /> 3'-6.5"(26 Domes ® 1.7" C-C) 8^
<br /> Preformed Fiber Expansion
<br /> Detectable 3' Min 4' Min 6" NOTE: �
<br /> Warning Surtace To of ram 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Surface mounted tile Joint Filler Conforming
<br /> P P r -0-U-0-0to ASTM D-1751
<br /> 5-_ IT Of660a 6610 of60a 66�a 66�a10 details shown. Details are
<br /> Ma ox 000000000000 000000000000 applicable to the surface
<br /> x Detectable WarningSurface Ij OHO 0 0 0 0 0 0 0 0 0 0 1O Oj o O o o o o O o o o oho sections only. Cast-in-place
<br /> Retaining curb if OIO 0 0 0 0 0 0 0 0 0 010 g 0 0 0 0 0 0 0 0 0 0 OIO the unit design and details i
<br /> necessary at edge O10000000000OC 010000000000010 to be approved by the ?
<br /> Ll Ld SECTION A-A of sidewalk ;. olo o o o o o o o o o o b d o o o o o o o o o o olo engineer, the material, LL Q
<br /> 3' -5" 3 - 5 @ 000000000000
<br /> 6"-$ I fasteners, and adhesive to -
<br /> Mp ol00000000000pq�000000000001° EXPANSION JOINT Z
<br /> .a RP be approved by the engineer.
<br /> ® pg0000000000010
<br /> Detectable GUTTER a OLQQ99_2499_QQ_QJo OLQ49 QQ49_Q499J0
<br /> Warning Surface 5' Max 6' ° 000000000.00000000.000000000 1 O
<br /> A, °. '',a M o 0r66aa 66a�66x10 Of6 3a 6t5ba 66aa10 8^to 3 O
<br /> MaSX� ,�
<br /> 0
<br /> � °. : 0l00000000000b�000000000001
<br /> •
<br /> 0100000000000 000000000000
<br /> .;,...•,:;:.:.:::::.:,,:..,,.;..,,. ..•,•..,..., . v I I T around
<br /> "•'•''•' OIOOOOOOOOOOOpgO0000000000I0 (Typ Perimeter) - .: ::° � w �
<br /> Retaining curb if CURB RAMP LIP DETAIL o ol00000000000loa00000OoOoOolo D 02 1
<br /> SECTION B-B necessary at edge o1000000o0000bd00000000000lo
<br /> Depress entire sidewalk as required of sidewalk 1 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 09.0-
<br /> C-400 Ol0
<br /> 34 PREFABRICATED RIDESHARE SHELTER PLAN ELEVATION 10,0000000000p0100000c� 0001 WEAKENED PLANE JOINT U
<br /> V
<br /> Al2.0 For Plan Views A-A and B-B refer to L 99_QQQ_O_QQ9Jo oLQ�9 QQ�9_�Q OJ
<br /> Count Standard Drawing No. R-10A °� 000000.00000000.00000.0 O co
<br /> 2.50" wide boss at under- `
<br /> side of tile for structural
<br /> NOTES: PLAN VIEW adhesive at full perimeter z
<br /> Pattern and through center tile. I- O
<br /> 1. If distance from curb to back of sidewalk is too short to accomodate ramp See Detail 2
<br /> and 4' platform, the sidewalk may be depressed longitudinally as in Case A N
<br /> or B or may be widened as in Case C.
<br /> 2. If sidewalk is less than 5' wide, the full width of the sidewalk Var1.7" (C-C) 1.7" (C-C) 90' Points
<br /> ° .
<br /> shall be depressed as shown in Case B. -12" Grooved Band -_-\ R=p 38^ 0.045" high
<br /> 3. When ramp is located in the center of the curb return, the crosswalk configuration 0.20" SCORE LINE Q v
<br /> must be similar to that shown on the plan to accomodate wheelchairs. " / O
<br /> 4. If located on a curve, the sides of the ramp don't need to be parallel, but C-C so• PointsWeakened Plane Joint
<br /> the minimum width of the ramp shall be 4'. \ 0.03" 0.03" high W
<br /> 5. Sidewalk and ramp thickness shall be 4" minimum. 2.50" ♦/�
<br /> __- boss around SECTION A-A 10, r I V)
<br /> 6. The ramp shall have a 12" wide border, with 1/4" grooves approximately 3/4" full perimeter
<br /> „ center to center. See grooving detail, Count Standard Drawing No. R-10C. r`. Dia 0.90" 0°°0°0 Score Lines
<br /> 9 9 Y 9 5'
<br /> 5'-6-
<br /> 7. Ram side slo a varies uniform) from maximum of 10% at curb to confirm with
<br /> .,
<br /> See Detail 1
<br /> EXPANSION JOINT
<br /> P P Y O
<br /> �• longitudinal sidewalk slope adjacent to top of the ramp, except in Case B. °t%'=° Dia 0.45"
<br /> r -••-••-••-� 8. Ramp Slopes:1:12 max (8.33%) ^ 8oO°el°° Detectable
<br /> Dia 0.063" O
<br /> 9. Curb ramps shall have a detectable warning surface that extends the full width and CURB RAMP GROOVING DETAIL 0.50" p•16" 10 Equal Spaces °°��o Warning Surface
<br /> 3'-0" depth of the ramp. Detectable Warning Surfaces shall conform to the details 0 0.17"
<br /> on this Ian and the requirements in the Special Provisions and the latest Caltrans
<br /> i DRIVEWAY Standard p Plan A88A. q P
<br /> Expansion Joint
<br /> 10. The edge of the Detectable Warning Surface nearest the street shall be between 6" 0.094" Weakened Plane Joint
<br /> and 8" from the gutter fle War. 0'08' Dia 0.25" hole 000a°���� .. (Typ) NOTES:
<br /> 11. Where sidewalk ties into existing non-title 24 compliant sidewalk, 1% per foot chane 0.02" Dia 0.375" csink
<br /> 9 P P 9 1❑ Expansion
<br /> x 24" Long Steel Dowels, Greased and Wrapped one side through all
<br /> max. DETAIL 1 (Typ 12 Places) DETAIL 2
<br /> • CURB RAMPS Approved by: Approved by: �/,�,,� � CURB RAMP Approved by: EXPOnSIOn JOIntS.
<br /> ISECTIONS AND NOTES CURB RAMP DETAILS xll''- / .-/yJu� EXPANSION JOINTS, Approved by:
<br /> FLOWLINE ��•'"'W,<, (Page 2 of 3) (Page 3 of 3) No. Revision Desad tion Date DETECTABLE WARNING WEAKENED PLANE JOINTS
<br /> \ No. Revision Description Date SURFACE DETAIL No. Revision Descrition Date �t `f'�h AND SCORE LINES
<br /> \ OF GUTTER '�/ .fi COUNTY OF SAN JOAQi No. Revision Description Dote
<br /> 2 _0 v1 - ` COUNTY OF SAN JOAQUIN Q COUNTY OF SAN JOAQVTV c
<br /> F
<br /> DEPARTMENT OF PUBLIC WORKS Std.Dw No. W g f �� DEPARTMENT OF PUBLIC WORKS Std.Dwg.No. �s g„�yyII n�ARTM�dTOF PusLLcwoRxs Std.Dwg.No. �� COUNTYEPAR
<br /> PUAvBLICwORxAS QV�v
<br /> _ tnitl -Fp,-t;7---MAY 2015 9 R-10B Date:MAY 2015 9 R-10C ee)k list, i.V Dote:DEC 2014 9 R-10D
<br /> w�i� Yt3II Date:MAY 2015 Std.Dwg.No. R-11
<br /> EXPANSION JOINT LIP OF GUTTER.
<br /> i
<br /> PLAN - VIEW CENTERLINE OF PIPE
<br /> BARREL
<br /> DRIVEWAY „
<br /> 6 * 20' for intersection of 50' R/W and 60' R/W streets NOTES:
<br /> 30' for intersection of 50' R/W or 60' R/W streets, 1. If the distance between cross-cuts are less then 150' the entire area between
<br /> „ with 84' R/W and 110' R/W arterials Width as shown on Ions On-Site corss-cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete.
<br /> 1 (Max-Width 40') Sidewalk Detectable See Note 1 Below
<br /> I ®1}'(for Local Residential) 14'-1 0 tional Warning Surface 2• The resurfacing requirements shall be in addition to County Standard Drawing No.
<br /> RP
<br /> R-29.
<br /> " "•',...•.' c;" " �':' •. _ Expansion Joint,
<br /> ^;:�'«;: •',:• :..�,;.;:r= �a;` - - _ 6 Curb 3. ion occurs within 11' 0" 10 0 Max If on-site Resurfacing for Bell Holes shall meet these requirements If excavation 'n Existing
<br /> Spacing ( ,�1 x the shoulder or lane, only that area shall be resufaced as shown. 6" Min 6" Pavement 6" 6" Min
<br /> ,``�4 * _� 6" Curb PCC Driveway) ,�o Y 1
<br /> I 2' 5J' 2}' (if no sidewalk) A� 4. If cross-cutting is performed on Local Roads of intervals less then 150' a Seal (Typ) , (Typ)
<br /> 6 o x Coat for that half of the roadway containing the trench can be used in lieu of \' 2" Thick Asphalt Concrete
<br /> I o u 12" resurfacing. Section 2-5.03 (B-2). \ See Note 2 Below \
<br /> a°a°a°
<br /> AN A-643A CAST IRON FRAME WITH ANs33� o v� a 000000 street facility max aggregate size
<br /> '. ° S, a ° ° 8.33% 3 0' la ere to a min relative \ 3'-0" Y (�" )
<br /> Expansion Joint T o Q. ° o o Compact in 12" max
<br /> (Typ) Max 7 �•� Max
<br /> �°��°O° A.1i m b� N go'0
<br /> 1 Y
<br /> A-390 FABRICATED STEEL GRATE. SUBGRADE s N P -___- Maintenance Line out or
<br /> 0 45 (Typ) w \ _ - -- unde compaction
<br /> 9 and \
<br /> 24•" Detectable c - _ \ Var Hole Cover saw cut
<br /> #4 REINFORCED BARS AROUND FRAME MIN DIA. 2'-0" Street name sign - warning Surface 3° Bevel(Typ) - Var =-----_- 90% onside pavement. j N
<br /> MIN. 12 DIA. (If no stop sign a..a _ \ \ Grade N
<br /> 2 BARS ALONG EACH SIDE WITH DIAG. is required) •°,_N o Compact in 24" max p OD+12' ring 0
<br /> 3'-6" I Expansion Joint m o+ OD 2 ° \lacom action oif relative O \
<br /> BARS AT CORNERS. I PIPE. A-4-1 PLAN P / p
<br /> 1 (Typ)
<br /> a ;
<br /> r 12' `-'3 a \ \, Compact in 6" layers \r \, 8"
<br /> # t� N e¢ to a min relative
<br /> CLASS II R.C.P. OR CLASS 2 p c Back of walk 1 Paved Shoulder�•� q,aw compaction of 90%. "` '=`' Z
<br /> OR 3 NON-REINFORCED S_ �' Top of curb Ramp 45, (Typ) o O o
<br /> 01 Li �'L 10" Min D 10" Min 10" Min OD 10" Min
<br /> CONCRETE PIPE. ��FT MIN. a°a° P 9 Bevel T 1 w I O c
<br /> o St si n location (YP) " P a oma I Class 3 Concrete > a
<br /> oo°o° (with street name sign) •- ..
<br /> OD OD (placed around frame) w
<br /> 12" t.i.' + (if required) + 20" Min + 20 Min 6"
<br /> Min O
<br /> ° Flow line ELEVATION Z
<br /> >-r'>>'••;: Refer to a'*' R/W L RIGID CONDUIT FLEXIBLE CONDUIT
<br /> standard h 0+
<br /> 6n R-10A Back of walk 2'-0" 1'-6" 2'-0" 6'-6" r
<br /> Expansion Joint (Typ) 45• Designed B.S.R.
<br /> P '
<br /> nWarp Bvel(Typ) Ram I NOTES' •:*
<br /> 3 Curb Radius(R)
<br /> 114"uP f•'
<br /> SECTION A-A ( ) Drawn B.S.R.
<br /> (See Note 1) � a; 1. New pavement shall be 1" thicker than existing pavement, minimum
<br /> • •. s'. o I thicker than existing base, min of 0.50 Ft.
<br /> NOTES: 6" ;_�'•'+:':'-; �'.:: >''• ' •' . .;•�" Z. of 0 25 Ft New base shall be 1" I Reviewed S.M.K.
<br /> Stop Bar Location
<br /> Face of Curb "' "' II ' 2. Select native material or imported ranular material as approved b the Director !" ''''�•
<br /> (if required) �Il-�1 m� I a P 9 PP Y u
<br /> 2 rn , W of Public Works. Backfill with materials equal to or better than the existing Scale AS INDICATED
<br /> 1, SECTION A-A 1}" Clr i pavement and base in quality.
<br /> 2. ALL EXPOSED STEEL SHALL BE COATED WITH 2 COATS OF COAL TAR PITCH HEATED TO A NO. Curb radius shall be 30' for intersection of 50' R/W and 60' R/W streets and scale: None Clr I 3. Relative compaction of materials shall be tested in accordance with Project No. 1902145
<br /> 40' for intersection of 50' R W or 60' R W with 84' R W or 110' R W arterials. the State of California, Dept. of Transportation Testing Manuals, test
<br /> MINIMUM OF 180'F OR GALVANIZED. / / / / �-� r method No. California 216or231. P 9 Date 05/15/2020
<br /> Z (Road classifications and STAA route designations will dictate for all others.) 1❑ 12" grooved border.
<br /> 0 3. CHAIN GRATE TO FRAME. 4. All existing pavement shall be neat) cut to line prior to trench excavation.
<br /> i 2. Catch basins, sign posts, utility poles or other obstructions are not to be 9 P Y P' CAD File:
<br /> ❑2 #4 rebar 18" Center to Center each way. The entire width of the driveway and ramp. r
<br /> N 4. GRATE SHALL BE DEPRESSED 1" BELOW GUTTER PROFILE GRADE. located within the wheelchair path area. o v 5. Jetting or ponding will be permitted within the street right-of-way with DN 190214501
<br /> O ❑3 Gutter pan dimensions per County Standards. o a 3 year bond, when approved by the Director of Public Works.
<br /> 3 5. TOP OF CURB SHALL BE STAMPED PER DWG. NO. D-10. 3. see County Standard Drawing No. R-6, R-7, R-10, R-11 & R-25 for curb, L N
<br /> ® Width greater than 40 feet subject to Director's approval. . W 6. When shown b soil composition and com actabilit ninety percent 90%
<br /> o gutter and sidewalk, curb ramp and sign details. E o Y P compactability, Y P ( )
<br /> 6. SEE DWG D-7 FOR GRATE DETAIL. I] Curb ramps shall have a detectable warning surface that extends the full I ]2 compaction may be used, when approved by the Director of Public Works. NOTES: Title
<br /> 0 4. Access curb ramps, sidewalks and improvements in the ADA path of travel shall ,
<br /> width and 3'-0" depth of the ramp. Detectable Warning Surfaces shall U1 Elevation of frame shall match finished rade of pavement ±1/8"
<br /> be constructed in conformance with the Federal Americans with Disabilities Act, 7. Special bedding and backfill requirements may be shown on the plans or 9 P
<br /> conform to the details on this plan and the requirements in the Special
<br /> r California Title 24, and County Standards. specified in the special provisions. DETAIL
<br /> o Provisions and the latest State Standard Plan A88A.
<br /> 0, Approved by:
<br /> Z Approved by: Approved by: TREINCH CUTTING POLICY Approved by: Approved by:
<br /> TYPE 1 CROSS CUTTING OF ®�� ADJUSTING STREET
<br /> CURB RETURN yy � �"'7' TYPICAL TRENCH BACKFILL ..-/yl /yJ SHEET
<br /> No. Revision Descriptio Data
<br /> COMMERCIAL DRIVEWAY COUNTY ROADWAYS No. Revision Description Date FACILITIES TO GRADE No. Revision Description Date
<br /> p � No. Revision Description Date � No Revision Descrl tion Dote
<br /> COUNTY OF SAN JOA UIN
<br /> COUNTY OF SAN WORK N COUNTY OF SAN JOA UIN
<br /> Q COUNTY OF SAN JOAQUIN DEPARTMErLOPPUBLIcwoRKS COUNTY OF SAN JOAQU)N Q
<br /> O
<br /> DEPARTMENT OF PUBLIC WORKS _ DEPARTMENT OF PUBLIC WORKS {lY'ot) g �tfR'XOD' Std.Dwg.NO. DFPARTMffi1T OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS
<br /> -'aa I�Ml HER
<br /> o Date:MAY 2015 Std.Dwg.No. -2Q Rf Date:MAY 2015 Std.Dwg.No. R-18 Date:MAY2015 9• R-36 W��IN YOU Date:DEC 2014 Std.Dwg.No. R-29 ��� ZlDQ Dote:DEC 2ota Std.Dwg.No. R-30
<br /> o Sheet No.
<br /> m
<br /> o
<br /> DN - 6
<br /> N
<br /> Q
<br /> Z
<br /> N m
<br /> O
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<br /> N
<br /> v lU
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<br /> ®2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.
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