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Last modified
3/8/2016 3:11:05 PM
Creation date
1/22/2016 1:24:23 PM
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Improvement Plans
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Improvement Plans
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VAR 2' VAR. ��• VAR. 2' VAR. GERTRUDE AVENUE RD. N0. 644 <br /> 2"xVAR. PLANT MIXED SURFACING Index R- 23 <br /> One Sheet <br /> 6%z" 6k <br /> Stockton Unified School District <br /> 6"xVAR. UNTREATED ROCK BASE _ __------ <br /> President of Board of Education <br /> Secretary of Board of Education <br /> t <br /> •-i-• 22' 9' <br /> 4'%9'UNTREATED 2"x44' PLANT MIXED SURFACING 4"X9'UNTREATED VAR. 2' <br /> ROCK BASE ROCK BASE <br /> C=113.47 5"1. � It %4' 1' 5% <br /> L✓ _ 2:/ t Broom Finish %a" I' 2" Firrish Grade. <br /> r- 6"x46' UNTREATED ROCK BASE 4- s! • .... _ ;a:.- s. <br /> 4- ,: j <br /> AV <br /> 8' It <br /> EMBANKM -� R•I <br /> ENT : ' 6" <br /> ' $ Sta. I1+28.44 to 5ta.11+79 25 Install Expansion Joints Every 30'With % Rwrd Bars -� <br /> 24"Long,Spaced 12"On Centers. Bars To Be Well 4" Sand Cushion <br /> TYPICAL CROSS SECTIONS Coated With Heavy Grease Before Pouring <br /> 10 SAfter Full Compaction <br /> cale 1'=50' Concrete. <br /> 15' Is 20' MONLITHIC CONCRETE CURB,GUTTER,& SIDEWALK <br /> Scale 1"•20' <br /> 6" 2 <br /> 2" <br /> IlkFinished Grade <br /> � � _ <br /> 6" +; Ve_ <br /> Install Expansion Nnts Every 3O'With - ,:* 6 <br /> C= 114.62 5/s"Round Bars 24'Lag.Bars To Be Well '_ 4" <br /> a Coated With Heavy Grease Before 4" Sand Cushin After <br /> zo" F' 114.12 Pouring Concrete. Full Compaction <br /> ' �x�%�Y�-.-Y�%�%�X�X�Y XIX-•�% % <br /> i- C 11197 C2111.45 <br /> 106 FC=nl.a3 F=111.47 C=111.11 F°110.95 G-111.1 N 15' MONOLITHIC CONCRETE CURB 81 GUTTER <br /> 1147 P= 112.14 113.7 F=111.33 F=11061 F=110.61 <br /> 113.7 + a Scale I"°20' <br /> Mon. C-111.41 <br /> o Mon C= II1.97 F°110.91 �gQ�'�C.110.87 2 i �; �i i s� o eLY¢TRUDE N <br /> C=112.79 - <br /> F= 111.47 �� pY1107 N ,59 11 X81 1 12 , o <br /> F'112.29 -�� � 114.7 113.4 � `� s``� 0 P•111.03 �' 2 0 ��{i �� i a`o AYE. N <br /> 6ERTRUDE N P.113.0 N 1a:4�° I �, "6,6. it <br /> 6' <br /> N.I "4TW. cq,/S3 34. I 3 <br /> AVE. N <br /> Sta.0+00 100' Q' h "6 C \65 A2 Mon. , <br /> 1 N X09, �� 69\ END OF PROJECT <br /> °hill/�2 \ �i' P=114.7 <br /> w Mon. B' on a \°sa; wl F°1114.612 15' STA. 12t47.94 <br /> BEGINNING do Mon 2 � <br /> e' a, <br /> OF PROJECT 6ERTRUDE AYE. 2 <br /> Mon. 4. m C=I I I. 7 zo' N do Ct' \� <br /> R 4/•34 mac, N P-11235 3, F°110.97 4.91 a <br /> STA. O+G.v 4./0'q <br /> F: <br /> /' ? N C°112.19 5 6 N P=II1. 7 N <br /> 4 9 F'111.69 �o <br /> ._ PIPE <br /> a, ---- ---- N <br /> Mon. Mon. p? ,� Man. <br /> 0� O F <br /> Q Mon. <br /> �? °Q <br /> p 06 06 Mon. o <br /> - m <br /> At 1 <br /> 15' 15' z W SIDF�,AI <br /> Ul <br /> 1 4 <br /> 0 i <br /> 16 <br /> 15' 15' <br /> .J. 66 6' <br /> z 2 25 iN <br /> Mon. Mon. <br /> C°112.30 S. 16047'E. 666.31' S.16047'E. 415.29' <br /> NUN Note: All Monuments Set Are 3/4"Iron Pins.Marked <br /> 117 R.E.104,Painted White Unless Otherwise Noted. 1 8 1 2 <br /> 117 -- --1 ---- <br /> 116 <br /> 116 = _ - <br /> � U- a <br /> n5 115 TYPICAL RETURN FOR <br /> 114SIDEWALKS, CURBS a GUTTERS <br /> 114 Scale I""12' <br /> pie --iftal <br /> Gombined concrete curb,gutter,&sidewalk to be constructed thus- <br /> 113 _ 113 Coach tbasinsr to beutconstructed oshown thus : o wn thus <br /> 112 _ - 112 PROPOSED EXTENSION OF GERTRUDE AVENUE THROUGH but+e9flawslinesshown <br /> shoNmthus <br /> thusCF°i24 <br /> FRANKLIN HIGH SCHOOL PROPERTY tPavement grades shown thus:P=112.43 <br /> III - <br /> III SCALE 1' 50' <br /> 110 <br /> 110 <br /> 109 --910 11 12 13 14 109 <br /> PROFILE <br />
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