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In <br />r.- GENERAL NOTES U 1+- u <br />1� a <br />r- Ul <br />,,. All work shall conform to these plans and any special provisions for this project. yr -p LU <br />2. Contractor shall receive an approved set of plans prior to beginning construction. 44 0.0 c O _ <br />W� o� 44 <br />- ' 3. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes necessary J 9 `: �- �- <br />for completion of work. The Contractor shall be responsible for the preservation of all X 0 — . N t <br />survey and construction stakes. Survey and construction stakes that are lost or destroyed 0 4- 0 r _ <br />due to Contractor's negligence will be set by the Engineer at the Contractor's expense. +. �-xisf O�aurrd �/W ,,�_ ---- _ _ <br />Contractor shall take precautionary measures to protect existing underground utilities. �.� + / Z� O/f c!j <br />4. The o p Y <br />The Contractor shall do no excavation until all utility agencies have been given the o 2 I a -- 4'�p �`--- Fu>`t��eTuftEr' /42 <br />- <br />portuni ty to mark their facilities in the field. `� utter- , <br />5. Water used in any phase of construction, such as backfill compaction, dust control, testing <br />or other work herein required, shall be included in the unit price or lump sum bid for the <br />respective item of construction. <br />6. Contractor agrees that he shall assume sole and complete responsibility for job site condi- <br />tions during the course of construction of this project, including safety for all persons 40 40 <br />and property; that this requirement shall apply continuously and not be limited to normal <br />working hours; and that Contractor shall defend, indemnify, and hold the Owner and the <br />Engineer harmless from any and all liability, real or alleged, in connection with the per- g <br />formance of work on this project, excepting for liability arising from the sole negligence <br />of the Owner or the Engineer. <br />7. The Contractor may use machinery capable of extruding concrete on compacted subgrade to 38 38 <br />place curb, gutter and sidewalk monolithically. It is the responsibility of the Contractor <br />to have the machine approved by the Department of Public Works,•San Joaquin County. <br />8. Contractor shall give Engineer a minimum of 48 hour notification prior to staking any <br />utilities. <br />9. Sanitary Sewer services shall be marked by the curb and gutter contractor with a "SS" <br />- stamped on the top of curb. Location of sanitary sewer markings shall be verified in the 3S 36 <br />field by the Engineer. <br />10. All work will be required to be inspected by San Joaquin County Department of Public <br />Works and the department shall be notified not less than 24 hours in advance of com- <br />mencement of work. <br />34 34 <br />MOTES: <br />I. All existing pavement 5ha►I be <br />32 32 neatly cut to line prior to trencrl <br />cxcavotion. <br />_ I <br />Z, No Jetting or pond 1r1g 5hO l i be <br />permitted W'Ithin the 5treet <br />right of way. <br />30 <br />f 30 3. When shown by soit C0mp05►t10n <br />and cornpactlbtllty, 9001Q compaction <br />may be used, when approved by the <br />Director of Public Work,: <br />Street <br />Structual <br />I Section <br />MII7 <br />I �00 2 t00 3+00 4100 ----- - - <br />o <br />Corrlpact- IT, 12" layers rn <br />to q minimum of 95% y <br />R C. <br />C E S 7'N U7 S�TREE7 <br />CONSTRUCTION QUANTITIES 0 <br />Compact in 2" layers — �- <br />30 to a minimum of 80% <br />s` o R. G <br />STRER 7 SYS TEM <br />J � <br />Roadway Ex c a vo tion L. ump S u rim— <br />Compc7ct Orr rno'/ Ground F/ 87 S F <br />Concrete Su grade Compaction 10 2 9 S F i o W <br />A re te Base Cl. 2ZT 52.4 TonS (2/ 8 7 SF) ' // 0 <br />Asa <br />pha tConcrete Type "B u 26,8 Tons ( 2/ 8 7 S F) I J f <br />U <br />it <br />Ex►et -� �o,� _ an_ <br />o c 'o'er <br />B eve / Type Curd Gu tte r Side walk <br />t 4 7 4 F Max x <br />Q = fla <br />in ; vt 0,04-Zo"Max. <br />0r ,Q/w TYPICAL TRENCH BAC �CPIL�L DETAIL <br />SAjv1r.4J4Y J�E1 z R SYSTEJN 1' Ir,/ u N 10 ti L <br />4 Sanl Lary Server Ser-vece Co 7 L F <br />4- V) o U _ H x <br />f r 0 a N B' +o 2 I.5` <br />±n ` o a 1 <br />5' <br />R/W I "'a <br />�JP TP <br />Varti�S <br />.- � Oak <br />Tz^ � ,f h � � � 2 Jr o �c Iapd hou lder � E <br />D �/prl cs <br />EXI <br />27' � 5���i.l�� — tf� - � � a p: - -} ..• �: •��`�1� 1��i� a <br />Z EP / /-t � <br />-- 1 - 2! V A5 half Concrete T elB" <br />Beveled CG r�S P YP <br />Reci rod e: pt tc- <br />`r' >� <br />J 12"-�-90% RC Concrete 4'" A99re9ote B 4se C1.IL <br />z„6 Subgracie Compaction 11 95% Compaction <br />�.� G" 95'/o R.G . Cornpercted <br />(Native Mot' l-) <br />Co" 90'io R, G. Compacted <br />O.G. <br />1 I , <br />-� TYPICAL Horkz:tt-_5'STREETVert.:1"=5' SECTION <br />Trowel <br />fn 4'-0" (Min) _ _ k'-O" 2`-O FIn15h <br />_31 1 Broom Fintsrt <br />Zv H _--1 Slope: V44'Per 1' f' _ 3_ Line, <br />Q 4�i . o- n • n d d, a ; a� 1 1/2 " 3/4u <br />a a +' " <br />I D" <br />Dowel Rods Spaced 12" CC <br />MONOLITHIC BEVEL TYPE CURB GUTTER a SIDEWALK, <br />NO. DATE REVISIONS BY DESIGN $ DRAWN BY COUNTY OF SAN JOAQUIN SHEET OF <br />DEPARTMENT OF PUBLIC WORKS BAUMBACH & PIAZZA <br />APPROjl.ED- ,, DATE r �4-?� CIVIL ENGINE #t� — SURVEYORS JOB NO. �827 <br />'APPROVED BY �" 4_ 4- ` - FILE j <br />-WILLLAM J. W b R. E. 9338 221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368-8098 No. <br />R.C.E. l2�$ S DATE —/�' 78 DIRECTOR OF 0.UBLIC WORKS <br />e <br />PRINTED ON DIEPO NO. 10001­1 CLEARPRINT ` 1 <br />t. z • , <br />