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r rr°f <br /> � tmff<t <br /> Ofzp°< <br /> Z:x<ayza <br /> ,L <br /> fiN. FLR u<°aro <br /> +98.95 , ;:'. / wFu>�Xo <br /> w m CONCRETE SLABIN <br /> .;.r•• . . .•. .; :`•'r;y . \/ i - €93io�i3 <br /> GENERAL NOTES rpST =W>d Z <br /> KEY NOTES WATERPROOF O. z r_W <br /> n �__F�z <br /> c CAPILLARY BARRIER IJc Fr«� <br /> wz <br /> FIN. pqp MEMBRANE COURSE SAND OR O� / yo�°m� <br /> +97.95 CLASS II AGGREGATE <br /> ' ; �W, <br /> 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CONCRETE CURB TYPE "B" - CITY OF STOCKTON LIMIT OF - - -� -� -� Gj s=o <br /> THE LATEST EDITION OF THE CITY OF STOCKTON STANDARD CONSTRUCTION STANDARD DRAWING NO. 22 WORK I I-III=III=III=III= I -I G) og0F=_� <br /> SPECIFICATIONS AND IMPROVEMENT STANDARDS. THESE AND THE CONTRACT / 5 <br /> STANDARD SPECIFICATIONS OF ANY OTHER PUBLIC AGENCY OR UTILITY COMPANY °-Sxw, <br /> HAVING JURISDICTION ARE PART OF THE CONTRACT DOCUMENTS OF THIS PROJECT CONCRETE CURB AND GUTTER TYPE "A" - CITY 1 °z!Ezt <br /> y2rc=°om <br /> a OF STOCKTON STANDARD DRAWING NO. 22 / t O;C�a <br /> AND ALL MATERIALS AND CONSTRUCTION SHALL BE IN STRICT CONFORMANCE LME TREATED NAT VE SOIL, MAX a9 ='�s�r<= <br /> WITH SAID STANDARDS, SPECIFICATIONS, AND IMPROVEMENT STANDARDS. MIN. 3x oulcKUME To DRY WEIGHT d rc=°tc. <br /> 2'-6' 2'-6" NATIVE SOIL. rut"o <br /> 2. LOCATION OF EXISTING U11LITIES AS SHOWN ON DRAWINGS HAVE BEEN TAKEN FROM 3 CONCRETE SWALE 7'" PCC - CLASS A OR B AGG. BASE ��3o<m< <br /> ° o ° <br /> RECORD DRAWINGS RECEIVED FROM AMERICAN HONDA MOTOR CO. INC. NO <br /> RESPONSIBILITY FOR THEIR ACCURACY IS ASSUMED BY ARCHITECT. CONTRACTORI" 2x6 RWD. A.C.P.HEADER BOARD SECTION AT BUILDING PAD / <br /> SHALL VERIFY AND STAKE THE LOCATION OF ALL UTILITIES NECESSARY ® REDWOOD HEADER BOARD00 0 °• <br /> THE COMPLETE �E WORK. NOT TO SCALE PC2{ (�) zr v <br /> Ln <br /> 224x18 STAKE o a'o.c. GJ�� �P <br /> 3. REFERENCED GRADES AND ELEVATIONS SHOWN ON DRAWINGS HAVE BEEN TAKEN w <br /> FROM RECORD DRAWINGS RECEIVED FROM AMERICAN HONDA MOTOR CO. INC. O G. <br /> V <br /> CONTRACTOR SHALL VERIFY FINAL FINISH SLAB ELEVATION OF NEW TRAINING iop <br /> CENTER BUILDING TO MATCH EXISTING FINISH SLAB ELEVATION OF EXISTING r;+ Q✓��\� Z o <br /> OFFICE BUILDING. G`l <br /> `o P•C I O J v <br /> 4. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO BE LOCATED PARALLEL �� �O �OO� j Z <br /> OR PERPENDICULAR TO EXISTING OFFICE BUILDING AND REFERENCED NORTH- 00 �� p (f) O a <br /> WEST CORNER COLUMN. SSG <br /> 5. THE CONTRACTOR SHALL DEFER TO SOILS INVESTIGATION REPORT PREPARED - O QP �S � O Z <br /> BY J.H .KLEINFELDER AND ASSOCIATES DATED JANUARY 10.1986 FILE # S-2-2026-6 _____ u <br /> A COPY OF WHICH IS INCLUDED AS PART OF THE CONSTRUCTION DOCUMENTS . 00 0-6 W O <br /> REQUIREMENTS ON SITE WORK, SITE PREPARATION AND RELATING INFORMATION. 3� I <br /> O•/ V <br /> SEE SECTION AT BUILDING PAD FOR MORE INFORMATION. C� � <br /> 6. ALL GRADES SHOWN ARE FINISH PAVING GRADES UNLESS OTHERWISE NOTED. <br /> 7• THE CONTRACTOR SHALL GRADE ALL LANDSCAPE AREAS UNIFORMLY TO DRAIN. i ✓ \ ® s O O <br /> / \ o 1 C z <br /> 19019. w i <br /> L s <br /> DJ I I R=10' <br /> Z .23 MATCH <br /> �Q 98.23 rc III EXISTING 1 <br /> 00 <br /> GQJ \ I f 98.1 <br /> 98.6 TC \ O 0 v O �- < <br /> , <br /> LL Ck <br /> , I <br /> �� � 3 <br /> 97.85 96 �\ \ <br /> 8.35 �C <br /> 98.3 <br /> TIC �' . 0 I <br /> , I I � � I 98 rc <br /> o <br /> 197.75 { i - <br /> Q1 I 9 25 TC I ; <br /> 1 98.9 �J ) <br /> 0 <br /> G� R=5' 1 I �� O Lli <br /> cl <br /> / I 97.631 'COTG <br /> W � <br /> U <br /> o <br /> 97.56 , t \ DON (E) O O <br /> 98.os Tcl Q PRA LINE I / <br /> I I P 5Ho DASHED-91 <br /> I � 1 I � // Q � � • <br /> 96.9 \ I ,� ^, G I S a e of 4 <br /> 96.5 rc (E) I • G�. v o o�c� I <br /> 9wl <br /> 2.95 IE E 96.6 b pci i I �0 cn <br /> o. <br /> 7 1 ( <br /> O <br /> 1 j i I .91 TC <br /> l O I G (9 <br /> 97.3 0 iI / O• \ <br /> , - I , 97.87 TC <br /> W <br /> sss O <br /> I I 0 �\ 1 <br /> 50.0' <br /> , <br /> I COTG <br /> I I 94.14 NV I 94.3 INV <br /> TYPE 01" D.1 ° ' ' (E) GB <br /> 96.6 TG t <br /> 93.08 IE OUT <br /> 93.18 IE IN6,� \ \\ <br /> \,P / / S• -F'EI2OUI� AND \\ (� I IS bTIoH \\ <br /> 1' O• G?,�O '` )) <br /> A.TION�b2AlN \\� PFZNH Tb F2�MAIN \\\ 0 <br /> 7.1 �POQFcGQ�v / o T"O NEW � M PRAJN \\ \\ <br /> 98.e' >r� Gx �O\GGA �\\� \ \ a <br /> 0 97.5 ` IL <br /> ! I ro O J G\ \ <br /> / a <br /> (E) � \\ <br /> , <br /> 9, \-------------------- <br /> 'D• OO / <br /> i, <br /> e'�c 6� a � <br /> O. LEGEND <br /> HMH TRAILER / a STORM DRAIN J <br /> 12" CMP �/ ❑ DROP INLET (NEW CURB INLETS <br /> CITY OF STOCKTON TYPE 1 - DRAWING # 79) <br /> TYPE 97.06 "TG D.1 LO s // Q PIPE INLET (CAL TRANS STD. Lii <br /> I <br /> 93.26 IE OUT \\ /so �A 4� DRAWING Das-s w1T}i GRATE) Z <br /> 93.36 IE IN Q <br /> Opp' \ o // a NEW UTILITIES TO BE INSTALLED z <br /> 001 \\ // - EXISTING UTILITIES TO REMAIN z 0 <br /> �\P \\ I /d (SEE DRAWING FOR TYPE) (� <br /> O ��. sR \ / NEW PAVING.SEE SOILS REPORT FOR SECTION O <br /> FIREROAD - ALL WEATHER CONSTRUCTION F- <br /> AS REQUIRED BY CITY OF STOCKTON 0 <br /> { ! I \ FIRE DEPARTMENT. Q <br /> a I, ! O Q <br /> SIN FIRS !coag 0 0.. <br /> I f <br /> 96.94 INV 1 I 98.2 i E I lJ TMPk-443 N�f�TGI-) �E� ADj~j�j �t� f�tii-bbl �'i <br /> { i I 98.7 TC I-- I I ! b�r CD <br /> I { I ee.3 ( I { . I -�, Q, rp�t �N'bl . p�A it JA To 'S 4MI F<,.t.?Vf Q Q <br /> w - <br /> I .8 TC E U <br /> C! <br /> I 99 � Q <br /> 98 0 <br /> T y <br /> /T :IA i -i 1 <br /> / f IN ; 7. �- Z <br /> 4 <br /> �Q. 99.0 TP I ! ; in , , , 1 i r ' t 1_ � , - + -- _�.-_' '_.-`4 *'-.4-.��_1 -a.. .. __ �,-_ '`-i W � <br /> , <br /> : J <br /> I t W <br /> c <br /> � � ! � -��' <br /> i <br /> - - -. - - - - <br /> i <br /> t <br /> . i <br /> u - 15085120 <br /> UNIT SHT. OF SHTS. <br /> TYPE "1" D.1 <br /> 97.4 TG <br /> 93.481E OUT I G AND DRAINAGE PLAN SCALE 1 " = 20 . 0 '93.58 IE IN GRAD N4 c� • � <br /> 98211 <br /> { <br />