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3/4" PLAN It Back of Walk Curb Line —1 II Gutter Line ELEVATION SECTION A -A Variable 2'- O" Scoring Lins Broom Finish A/; R� » Broom Finish Level Line yy 12 8» Slope= y4 or 1'In i-. 'e.. o 1 "••. �.� 5'- O 12 3"L -- " 8" a Dowels 5 or%dia. x 24" spaced 12" o. c., greased and wrapped one side through every expansion joint. MONOLITHIC CURB, GUTTER, aU1 10 NOTES: 1. Construct expansion joints Q 200' maximum and at returns, aroundlight poles, hydrants and other fixed objects at sidewalk. 2. Transverse weakened plane joints sholi be spaced RD 12' maximum intervals. , Expansion Joint (Typ. ) B i i ' 6"x c"- W i.4 x W 1.4 wetas•'. wire fabric ---- —�.- 1 z' 12' Minimum Ems i 30 Maximum err ■�_�� `xpinsion Jcint I i.A Expansion Jolly! �} 1- 7,4 I- t i Warp 1 ) ( Warp Sidewalk Sidewalk Curb and Curt ) Gutter Line Gutter Gutter A 3/4" PLAN It Back of Walk Curb Line —1 II Gutter Line ELEVATION SECTION A -A Variable 2'- O" Scoring Lins Broom Finish A/; R� » Broom Finish Level Line yy 12 8» Slope= y4 or 1'In i-. 'e.. o 1 "••. �.� 5'- O 12 3"L -- " 8" a Dowels 5 or%dia. x 24" spaced 12" o. c., greased and wrapped one side through every expansion joint. MONOLITHIC CURB, GUTTER, aU1 10 NOTES: 1. Construct expansion joints Q 200' maximum and at returns, aroundlight poles, hydrants and other fixed objects at sidewalk. 2. Transverse weakened plane joints sholi be spaced RD 12' maximum intervals. , Expansion Joint (Typ. ) B i NOTES: 1) Frame a Grate shall conform A to Improvement Standard No. D-6 2) Two feet minimum below finished grade in new development. In existing streets, may be less !hap 2' with the ooproval of the Engineer. 3) 24" pipe barrel shall be Class EI R.C.P or Class IQ A.C.P. SECTION A—A Bolt - - to SECTION B—B i ' 1 z' I Ems err ■�_�� NOTES: 1) Frame a Grate shall conform A to Improvement Standard No. D-6 2) Two feet minimum below finished grade in new development. In existing streets, may be less !hap 2' with the ooproval of the Engineer. 3) 24" pipe barrel shall be Class EI R.C.P or Class IQ A.C.P. SECTION A—A Bolt - - to SECTION B—B PLAN x2" hint E I' A 4 SECTION A -A NOTES' 1. Irving type grate may be Ill seas alternate. 2 Grate shall be fastened to frame with 18"xf heat-treated chain. �24 Lt. D-) SECTION B -B YO REVISED BY Recom ended for approvo+ by NO. REVISED BY Recommended fora - - f '— , , -- MONOLITHIC CURB GUTTER DDra"a,II .A TYPICAL COMMERCIAL 8t - ^' -y )r)') 1-Y, i �. a NO RE VISED BY Recommended for aDDrovol S.y_ Date ` 7u,.-"�-- v .Doe NO. , REVISED BY Reaw�Terded fora a.al er — FRAME 81 GRATE , -- `-- INDUSTRIAL DRIVEWAY APPROVED BY -- 8t SIDEWALK DYED BY _ STANDARD STORM -- -- ..11 f-Zigo ,¢ t/�� __ Dae— -- __ - (STANDARD STORM DRAIN I NL ET 1 o Dole .RAWN BY P. D _ IL LIAM J. ARO Date W N APPROVEDJAY APPROVED,8Y+7 AWN BY WILLIAM- J. Ap D --`DotNDRAIN INLET �y - CNECNED BY COUNTY OF SAN JOAQUIN ' r — E i-]NAWNaFCK5 COUNTY OF SAN J0AQUIN Director of P'. Works– 933 /r'r✓?5 �0 t. DR{WN BY , ,y �rr,' 1r/ILL IAM J. WARD�r Doe` SCALE NONE DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-1 ' SCA! E NONE DEPARTMENT OF PUBLIC WORKS STANDARD NO. B-3 DRAWN BY Jr//. WILLIAM T' WARD Dots * CNECxEO eY ,tom COUNTY OF SAN JOAQUIN D'"e ct oral PumicWorks —RE 9339 CNECRED 9Y - COUNTY OF SAN- JOAQUIN Director of Public Works– 9339 :-- p,E- DEPARTMENT OF PUBLIC WORKS STANDARD N0. D-6 ` SCALE NONEDEPARTMENT OF PUBLIC WORKS STANDARD No. 0-3 In - ti ti i 3 Y Y l 3 Fxx S u h i iu itil O SPA DA M/ODL cr SCh'DOL JAN. Et.3 —A S T VIE Irl/ D /4/ Ve�" LMS S T � �E" T IM/��PO �/fMENTS` LMS _ ET,4 /L SNFFT -270 i ' 1 z' �} 1- 7,4 I- PLAN x2" hint E I' A 4 SECTION A -A NOTES' 1. Irving type grate may be Ill seas alternate. 2 Grate shall be fastened to frame with 18"xf heat-treated chain. �24 Lt. D-) SECTION B -B YO REVISED BY Recom ended for approvo+ by NO. REVISED BY Recommended fora - - f '— , , -- MONOLITHIC CURB GUTTER DDra"a,II .A TYPICAL COMMERCIAL 8t - ^' -y )r)') 1-Y, i �. a NO RE VISED BY Recommended for aDDrovol S.y_ Date ` 7u,.-"�-- v .Doe NO. , REVISED BY Reaw�Terded fora a.al er — FRAME 81 GRATE , -- `-- INDUSTRIAL DRIVEWAY APPROVED BY -- 8t SIDEWALK DYED BY _ STANDARD STORM -- -- ..11 f-Zigo ,¢ t/�� __ Dae— -- __ - (STANDARD STORM DRAIN I NL ET 1 o Dole .RAWN BY P. D _ IL LIAM J. ARO Date W N APPROVEDJAY APPROVED,8Y+7 AWN BY WILLIAM- J. Ap D --`DotNDRAIN INLET �y - CNECNED BY COUNTY OF SAN JOAQUIN ' r — E i-]NAWNaFCK5 COUNTY OF SAN J0AQUIN Director of P'. Works– 933 /r'r✓?5 �0 t. DR{WN BY , ,y �rr,' 1r/ILL IAM J. WARD�r Doe` SCALE NONE DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-1 ' SCA! E NONE DEPARTMENT OF PUBLIC WORKS STANDARD NO. B-3 DRAWN BY Jr//. WILLIAM T' WARD Dots * CNECxEO eY ,tom COUNTY OF SAN JOAQUIN D'"e ct oral PumicWorks —RE 9339 CNECRED 9Y - COUNTY OF SAN- JOAQUIN Director of Public Works– 9339 :-- p,E- DEPARTMENT OF PUBLIC WORKS STANDARD N0. D-6 ` SCALE NONEDEPARTMENT OF PUBLIC WORKS STANDARD No. 0-3 In - ti ti i 3 Y Y l 3 Fxx S u h i iu itil O SPA DA M/ODL cr SCh'DOL JAN. Et.3 —A S T VIE Irl/ D /4/ Ve�" LMS S T � �E" T IM/��PO �/fMENTS` LMS _ ET,4 /L SNFFT -270