|
NOTES:
<br />1. The structural section shall be determined
<br />by the roadway design standards and
<br />Standard Drawing No. R-27.
<br />2. For curb, gutter and sidewalk details, refer to
<br />Standard Drawing No.R-5 and R-6.
<br />T-" IV
<br />LOCAL RESIDENTIAL
<br />See Detail
<br />1 1/2" ' I-, r- 10 1 /T
<br />3/4' R
<br />Detail "A"
<br />Depressed letter "w"
<br />or S' (two inches
<br />high in curb to
<br />Iden ify service
<br />locations
<br />.....:..:..:..:..:..
<br />f n. _ - i/a W -z I 1 i 4'-6• min. - 12' 2'-O'
<br />r r T1 (n>9 .--°s, DY 20 7D - -(sidewalk) ,
<br />j'-34�-- �- - u as r -2X a 1 I Broom finish 1
<br />j
<br />Boo Curb ! 4 14' 14 1/71 471/27
<br />'i
<br />COLLECTO IDENTIAL 17 _
<br />Curb, gutter, do sidewalk I 45' �-i--- as required 3:1 or flatter -y
<br />LL----'�-- w x -2 '/r I wrtba w.dlm f r 6' 1 r- - /_.Optional \ L-6" Min.
<br />1/2• 1/2 ctrb Q,,,J �,,,,a-� TYPICA PARTIAL WIDTH STREET I �Yp• aubgrade \
<br />- iv ^^ NOT TO SCALE Seven- 5/6' x 24' long steel _ _�
<br />Broom finish
<br />.. 21 2 21 i • dowels one reased through every
<br />wrapped
<br />p� i-' At returns
<br />MAJO ARTERIAL/FOUR LA I
<br />-" Slope easement will
<br />va,d curb ! �- -1ta side slopes only If
<br />MONOLITHIC BEVEL
<br />expansion joint
<br />LOCAL COMMERCIAL i I _ _ _.^ _ . J R/W. NOTES:
<br />CURB, GUTTER & SIDEWALK
<br />e/w i r - . .� - s1`--- r ! N0� • gre9�° bOSB 1. Construct expansion joints O 200' maximum and at returns, around
<br />j s ulder may be
<br />j Used only for new elopment eB ated whero poles, hydrants, other fixed objects in sidewalk, and driveways
<br />-3o' -- ao• -- ! on one side of a w roadw su de 'R' value 2. Transverse weakened plane joints shall be constructed O 10' maximum j
<br />ay. intervals.
<br />7 1 7 1 Mo- is g or than 30 1 3. All radii are 3/4 unless otherwise noted.
<br />W- III 4. Curb, gutter do sidewalks shall have a fine broom finish. 1
<br />• r yc aai r e a 1 J �� � y r W"d" 5. All curb return shall be type A curb and gutter. I
<br />- 6. For subgrode "R' value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 90X. Subgrade material under
<br />l CA sa..aft "W MAJOR ARTERIAL -EXPRESSWAY SIX LANE curb gutter and sidewalk shall be compacted to 90% relative compaction
<br />w,tiow ourb LOCAL INDUSTRIAL �•ae.d %
<br />-. � F ` to a depth of six inches.
<br />r
<br />-� PARTIAL WIDTH TYPE E„
<br />- TYPICAL STREET TYPICAL- STREET I STREET SECTION �-- CURB, GUTTER, & SIDEWALK
<br />�• JLD o.. JLD �°�--
<br />- � _ - r - - JlD RESIDENTIAL STREETS
<br />e.. JLD
<br />r ! - COUNTY OF SAN JOAQUIN - � SEPT. 1991 r COUNTY OF SAN JOAQUIN er SEPT. 1991 r COUNTY OF SAN JOAQUIN oe. SEPT. 1991 T am"► - - - - COUNTY OF SAN JOAQUIN - - - - SEPT '1 991 1 i
<br />NONE suwee�r a wee xaa bomb, e, R-1 NONE swear a wee ens �,+ -2- Freer a wa♦e ve - urns�r o gum ■oee _,
<br />- - -• ---------- -- ---- - NONE _. °"r"' "_'__. R_4 - �r' --- - NONE --1-� � R ---5 �.
<br />f 2'-C
<br />/foru 1 2'-0'Depressed letter 'W R' r i'_0 3/4' R 1 1/7' or S' (two inches !!f (typ•(�•)\ hi fi in curb to i t '-Q'Level line identify serviceType clocations _on mediansao Scoro lineif1/Tb _ ,monolithic pour � 2"'' ' ^ '` _ 1 ` ' See Standard Drawing No. R-5
<br />type rb d er for dt n io s.%...__ , j t •• •' _1• cU an utt me 8 n .. •'x+i; !a Two 5"x 24 041
<br />!�.-� R_. 1 9 y �`!at I t on center�3 4� '• wrapped one side I Slope 1 per foot \expansion joint. . .. .. .. .. .. . . .. .. .. .. .. .. .. Note 3 � t . .. . •.. •.. •.. •.i • . . •.. •.a •.. •.. •.. •.. iThune 5f� x 24' long steal W- Water line !/ r • ' • tD •• �. ,� . . •. • •. • • •. • :. �-
<br />ry '�'��t�, See Standard Drawing No. R-6dowels, greased and S- Sanita sewer line »wrapped one side through TYPE F" CU and APRON ;r� every expansion joint. . , I for type 'A curb and gutter for
<br />g' 1n •• •• • X dimensions r
<br />,:•, III r' i
<br />TYPE "A"
<br />! CURB & GUTTER 7 1/T 1 1� ent Ar (-- - u lean monolithic
<br />/ 7 /Y - 1 1/2' i Seven 5/B" x 24' long pour
<br />Rat/T +T R=1 .� i steel
<br />m I dowels greased and
<br />1 _-- ty \
<br />wrapped one side through
<br />typLevel line !
<br />/slope to M t I every expansion joint 5%
<br />1 1 /7 �'► ( pe bo'
<br />f - Broom finish
<br />r-3/4* R , t + j "; "• /�, - ] l -
<br />Scored line if (hi P•) 1' I (• • j ? \
<br />-somonolithic pour I i i M i
<br />I
<br />Slope 1/4" per 1- / -Broom
<br />- _
<br />�_ .. Seo i
<br />'... • .. "o Note 3
<br />finish
<br />' S
<br />jj • . • : _ 112' Db. x 8' dowels spaced
<br />. . . :.' ( 4 on center max or Epoxy
<br />5 8 x 24" an steel dowels .:'; :•`fi' _ i1 TYPE "Br CURB » NOTES: i
<br />spaced 12' c.c., greased and TYPE C" CURB i
<br />12' 12" 1 1/2' k 3 1/2' key 7 E' curb m be used for i h side 1. Refer to Standard Dro g No. R-11 for I ons of score marks, weakened +#
<br />wrapped one aide through I Type may 9 G' curb shill be used r#: -1/2• expansion joints
<br />unless poured monolithic of Frontage Roads and media ids of plane Joints, co n joints and expansio ointa. !#i r Standard
<br />every expansion joint. I 9 ;o Traffic Islands on s per
<br />I exprn°eways and Major Artery i 2. !n lieu of the key wn, a rectangular key 1 2" x 3 1/2' i#'r Drawing No. R-11
<br />CURB GUTTER & SIDEWALK ! j may be used. i :#:
<br />i NOTES: i 3. All radii are 3/4' unless otherwise noted. ` #.
<br />NOTES: 4. Curb, gutter, a sidewalk shall have a fine broom nish. i
<br />1. Construct 3/6" expansion joints O 200' maximum and 1/4' returns, around ± 1. Construct expansio oints at 200' maximum and at retu around poles, hydrants, j 5. All curb retu shall be type A curb and gutter. f
<br />light poles, hydrants and other fixed objects at sidewo:k. other objects in ewalk, and driveway. 6. For subgrod R' value less than 50, place six inches ggregate sub
<br />12. Transverse weakened plane joints shall be constructed O 12' maximum 2. Transverse woo plane joints shall be constructed at 10' oximum intervals. i base unde 11 concrete and compact to 90X. Subgro material under
<br />I intervals. 3. NI radii aro 3 unless otherwise noted. curb g and sidewalk shall be compacted to 90 rel ' e compactionj
<br />3. All radii ore 3/4 unless otherwise specified. i 4. Curb, gutter, sidewalk shall have a fine broom finish. I to a of six inches.
<br />4. Curb, gutter, and sidewalk should have a broom finish. 5. All curb ret s shall be type A curb and gutter. i 7. Con expansion joints O 200' maximum and at returns, round
<br />5. All curb returns shall be type A curb and gutter. 6. For subg 'R' values less than 50, place six inches aggregate base under pole, rants, other fixed objects In sidewolk, and driveways.
<br />6. For subgrode 'R" value less than 50, place six inches aggregate subbase ail conc and compact to 90%. Subgrade material under curb,g rand ; 8. Tra weakened plane joints shall be constructed O 10' imum
<br />under all concrete and compact to 90%. Subgrade material under curb gutter sideal hall be compacted to 90% relative compaction to a depth o six inches. ( in Is.
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />Inches.
<br />TYPE "A" r rw�..� , ' '1w..:♦ ?
<br />- »
<br />CURB, &SIDEWALK --�'�- TYPE B C F' -�-__t--� TYPE "D" - --- --� CURB TRANSITION >.>�•�_=
<br />- GUTTER, - _-- - - -- - r-- -- ,
<br />_ -__ _
<br />- _ �.__ MEDIAN CURB & GUTTERS L___ URB GUTTER & SIDEWALK 1- -
<br />f° -r _-�� _-_ ' COMMERCIAL & INDUSTRIAL ; � - �� - �� `' F„_,,,- ,x;� +
<br />_____ _� DETAIL
<br />i
<br />- �. --- - -- _ ____ _- ----------- ----- _ _ -
<br />'•'" r COUNTY OF Sm J¢Aki M ; ar SEPT. 1991 ► {btdlftY OF S�41i JQiUGik 1 1991 r OF eeerrs Gi7lJfi}TY of » JW1Q1R Sift i 1
<br />_____ _ _ - _ __ . _ a
<br />ser NOW urisrre er�ee *qMr �eeee,► R - 6. Nf3NE erwir r wee ewe j.4ar r R _ 7 om, X - a "" *ION€ wrwaraMr v ►waw burr ; "e" "` q _ g
<br />Three-
<br />5/6' x 24 long steel
<br />6•
<br />dowels,
<br />greased and wrapped
<br />one side through every
<br />expansion
<br />joint.
<br />TYPE "E" BEVEL
<br />CURB &
<br />GUTTER
<br />1 1/2" ' I-, r- 10 1 /T
<br />3/4' R
<br />Detail "A"
<br />Depressed letter "w"
<br />or S' (two inches
<br />high in curb to
<br />Iden ify service
<br />locations
<br />.....:..:..:..:..:..
<br />f n. _ - i/a W -z I 1 i 4'-6• min. - 12' 2'-O'
<br />r r T1 (n>9 .--°s, DY 20 7D - -(sidewalk) ,
<br />j'-34�-- �- - u as r -2X a 1 I Broom finish 1
<br />j
<br />Boo Curb ! 4 14' 14 1/71 471/27
<br />'i
<br />COLLECTO IDENTIAL 17 _
<br />Curb, gutter, do sidewalk I 45' �-i--- as required 3:1 or flatter -y
<br />LL----'�-- w x -2 '/r I wrtba w.dlm f r 6' 1 r- - /_.Optional \ L-6" Min.
<br />1/2• 1/2 ctrb Q,,,J �,,,,a-� TYPICA PARTIAL WIDTH STREET I �Yp• aubgrade \
<br />- iv ^^ NOT TO SCALE Seven- 5/6' x 24' long steel _ _�
<br />Broom finish
<br />.. 21 2 21 i • dowels one reased through every
<br />wrapped
<br />p� i-' At returns
<br />MAJO ARTERIAL/FOUR LA I
<br />-" Slope easement will
<br />va,d curb ! �- -1ta side slopes only If
<br />MONOLITHIC BEVEL
<br />expansion joint
<br />LOCAL COMMERCIAL i I _ _ _.^ _ . J R/W. NOTES:
<br />CURB, GUTTER & SIDEWALK
<br />e/w i r - . .� - s1`--- r ! N0� • gre9�° bOSB 1. Construct expansion joints O 200' maximum and at returns, around
<br />j s ulder may be
<br />j Used only for new elopment eB ated whero poles, hydrants, other fixed objects in sidewalk, and driveways
<br />-3o' -- ao• -- ! on one side of a w roadw su de 'R' value 2. Transverse weakened plane joints shall be constructed O 10' maximum j
<br />ay. intervals.
<br />7 1 7 1 Mo- is g or than 30 1 3. All radii are 3/4 unless otherwise noted.
<br />W- III 4. Curb, gutter do sidewalks shall have a fine broom finish. 1
<br />• r yc aai r e a 1 J �� � y r W"d" 5. All curb return shall be type A curb and gutter. I
<br />- 6. For subgrode "R' value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 90X. Subgrade material under
<br />l CA sa..aft "W MAJOR ARTERIAL -EXPRESSWAY SIX LANE curb gutter and sidewalk shall be compacted to 90% relative compaction
<br />w,tiow ourb LOCAL INDUSTRIAL �•ae.d %
<br />-. � F ` to a depth of six inches.
<br />r
<br />-� PARTIAL WIDTH TYPE E„
<br />- TYPICAL STREET TYPICAL- STREET I STREET SECTION �-- CURB, GUTTER, & SIDEWALK
<br />�• JLD o.. JLD �°�--
<br />- � _ - r - - JlD RESIDENTIAL STREETS
<br />e.. JLD
<br />r ! - COUNTY OF SAN JOAQUIN - � SEPT. 1991 r COUNTY OF SAN JOAQUIN er SEPT. 1991 r COUNTY OF SAN JOAQUIN oe. SEPT. 1991 T am"► - - - - COUNTY OF SAN JOAQUIN - - - - SEPT '1 991 1 i
<br />NONE suwee�r a wee xaa bomb, e, R-1 NONE swear a wee ens �,+ -2- Freer a wa♦e ve - urns�r o gum ■oee _,
<br />- - -• ---------- -- ---- - NONE _. °"r"' "_'__. R_4 - �r' --- - NONE --1-� � R ---5 �.
<br />f 2'-C
<br />/foru 1 2'-0'Depressed letter 'W R' r i'_0 3/4' R 1 1/7' or S' (two inches !!f (typ•(�•)\ hi fi in curb to i t '-Q'Level line identify serviceType clocations _on mediansao Scoro lineif1/Tb _ ,monolithic pour � 2"'' ' ^ '` _ 1 ` ' See Standard Drawing No. R-5
<br />type rb d er for dt n io s.%...__ , j t •• •' _1• cU an utt me 8 n .. •'x+i; !a Two 5"x 24 041
<br />!�.-� R_. 1 9 y �`!at I t on center�3 4� '• wrapped one side I Slope 1 per foot \expansion joint. . .. .. .. .. .. . . .. .. .. .. .. .. .. Note 3 � t . .. . •.. •.. •.. •.i • . . •.. •.a •.. •.. •.. •.. iThune 5f� x 24' long steal W- Water line !/ r • ' • tD •• �. ,� . . •. • •. • • •. • :. �-
<br />ry '�'��t�, See Standard Drawing No. R-6dowels, greased and S- Sanita sewer line »wrapped one side through TYPE F" CU and APRON ;r� every expansion joint. . , I for type 'A curb and gutter for
<br />g' 1n •• •• • X dimensions r
<br />,:•, III r' i
<br />TYPE "A"
<br />! CURB & GUTTER 7 1/T 1 1� ent Ar (-- - u lean monolithic
<br />/ 7 /Y - 1 1/2' i Seven 5/B" x 24' long pour
<br />Rat/T +T R=1 .� i steel
<br />m I dowels greased and
<br />1 _-- ty \
<br />wrapped one side through
<br />typLevel line !
<br />/slope to M t I every expansion joint 5%
<br />1 1 /7 �'► ( pe bo'
<br />f - Broom finish
<br />r-3/4* R , t + j "; "• /�, - ] l -
<br />Scored line if (hi P•) 1' I (• • j ? \
<br />-somonolithic pour I i i M i
<br />I
<br />Slope 1/4" per 1- / -Broom
<br />- _
<br />�_ .. Seo i
<br />'... • .. "o Note 3
<br />finish
<br />' S
<br />jj • . • : _ 112' Db. x 8' dowels spaced
<br />. . . :.' ( 4 on center max or Epoxy
<br />5 8 x 24" an steel dowels .:'; :•`fi' _ i1 TYPE "Br CURB » NOTES: i
<br />spaced 12' c.c., greased and TYPE C" CURB i
<br />12' 12" 1 1/2' k 3 1/2' key 7 E' curb m be used for i h side 1. Refer to Standard Dro g No. R-11 for I ons of score marks, weakened +#
<br />wrapped one aide through I Type may 9 G' curb shill be used r#: -1/2• expansion joints
<br />unless poured monolithic of Frontage Roads and media ids of plane Joints, co n joints and expansio ointa. !#i r Standard
<br />every expansion joint. I 9 ;o Traffic Islands on s per
<br />I exprn°eways and Major Artery i 2. !n lieu of the key wn, a rectangular key 1 2" x 3 1/2' i#'r Drawing No. R-11
<br />CURB GUTTER & SIDEWALK ! j may be used. i :#:
<br />i NOTES: i 3. All radii are 3/4' unless otherwise noted. ` #.
<br />NOTES: 4. Curb, gutter, a sidewalk shall have a fine broom nish. i
<br />1. Construct 3/6" expansion joints O 200' maximum and 1/4' returns, around ± 1. Construct expansio oints at 200' maximum and at retu around poles, hydrants, j 5. All curb retu shall be type A curb and gutter. f
<br />light poles, hydrants and other fixed objects at sidewo:k. other objects in ewalk, and driveway. 6. For subgrod R' value less than 50, place six inches ggregate sub
<br />12. Transverse weakened plane joints shall be constructed O 12' maximum 2. Transverse woo plane joints shall be constructed at 10' oximum intervals. i base unde 11 concrete and compact to 90X. Subgro material under
<br />I intervals. 3. NI radii aro 3 unless otherwise noted. curb g and sidewalk shall be compacted to 90 rel ' e compactionj
<br />3. All radii ore 3/4 unless otherwise specified. i 4. Curb, gutter, sidewalk shall have a fine broom finish. I to a of six inches.
<br />4. Curb, gutter, and sidewalk should have a broom finish. 5. All curb ret s shall be type A curb and gutter. i 7. Con expansion joints O 200' maximum and at returns, round
<br />5. All curb returns shall be type A curb and gutter. 6. For subg 'R' values less than 50, place six inches aggregate base under pole, rants, other fixed objects In sidewolk, and driveways.
<br />6. For subgrode 'R" value less than 50, place six inches aggregate subbase ail conc and compact to 90%. Subgrade material under curb,g rand ; 8. Tra weakened plane joints shall be constructed O 10' imum
<br />under all concrete and compact to 90%. Subgrade material under curb gutter sideal hall be compacted to 90% relative compaction to a depth o six inches. ( in Is.
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />Inches.
<br />TYPE "A" r rw�..� , ' '1w..:♦ ?
<br />- »
<br />CURB, &SIDEWALK --�'�- TYPE B C F' -�-__t--� TYPE "D" - --- --� CURB TRANSITION >.>�•�_=
<br />- GUTTER, - _-- - - -- - r-- -- ,
<br />_ -__ _
<br />- _ �.__ MEDIAN CURB & GUTTERS L___ URB GUTTER & SIDEWALK 1- -
<br />f° -r _-�� _-_ ' COMMERCIAL & INDUSTRIAL ; � - �� - �� `' F„_,,,- ,x;� +
<br />_____ _� DETAIL
<br />i
<br />- �. --- - -- _ ____ _- ----------- ----- _ _ -
<br />'•'" r COUNTY OF Sm J¢Aki M ; ar SEPT. 1991 ► {btdlftY OF S�41i JQiUGik 1 1991 r OF eeerrs Gi7lJfi}TY of » JW1Q1R Sift i 1
<br />_____ _ _ - _ __ . _ a
<br />ser NOW urisrre er�ee *qMr �eeee,► R - 6. Nf3NE erwir r wee ewe j.4ar r R _ 7 om, X - a "" *ION€ wrwaraMr v ►waw burr ; "e" "` q _ g
<br />
|