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-- ---�2 T7 <br />SCALE ("=40' 21 <br />N1!E�AE)OWVJ9IN <br />\ ao 0 40 0 _ <br />- - 36.0 3b r0 3\'tf 39,0 <br />8 <br />1J �) V 1\/1JJ\JJ r raja 1 <br />4 9fl.0 4p. p 4p 4p.O X0.0 4� 0 4� O <br />EICS,M,, pp <br />Top 34.87 \ <br />5 4 40.0 FG <br />40.0.0 F.G. <br />Fr a <br />99t 3 b1 <br />00001 <br />b <br />� M <br />V <br />� <br />Cn <br />c <br />� <br />v <br />I <br />Cbn <br />si <br />I <br />{. <br />E <br />�p� <br />�_ <br />Q <br />the project has been released to the utility <br />N� <br />companies, the Contractor's responsibility is <br />a <br />to water the site Tuesdays and Fridays. The <br />ly <br />Contractor shall also water the site, as an <br />5 <br />� <br />T <br />2. <br />Z <br />a <br />o <br />b0 % <br />Earth moving activities shall cease if wind <br />exceeds 20 mph. <br />0 <br />On-site vehicle speeds shall be limited to 15 <br />a <br />F <br />W <br />D <br />C <br />� <br />n <br />� <br />Lel <br />O <br />IXO <br />5b � <br />40.0 FG <br />Ob <br />ml� <br />v O Z <br />� <br />m 0 4 3 <br />�e> w 0.0 F. G <br />eos6 <br />W <br />-top <br />57 <br />40.0 FG h` <br />20'40.0 F. G <br />N75 z w 62 <br />40 <br />r► � wL I z <br />W <br />53 <br />40.0 FG <br />T�u <br />30 4 <br />e <br />FINE GRADING <br />DY 6{JILDING CONlR OR <br />(TYP.) <br />52 51 50 49 <br />40.0 FG 40.0 FG 40.0 FG 40.0 F6 <br />�NINGE- sEENorEq LINE �- ---- -- <br />�STRA�iGNT IGRADI <br />L O P. U. E• `` <br />a° <k e <br />e <br />BENEDICT DRIVE <br />Q <br />4 <br />s OpS$"bo <br />H I N G E SEE NOTE 9 L t N I-� <br />6 5 66 67 68`� <br />40.0 FG 40.0 FG 40.0 FG 40.0 FG <br />20' P, G. E, EASEMENT <br />4 <br />�O.O <br />4 O FG <br />- Remove turnaround A.G. from Site <br />e 9q $O�i <br />E� <br />UNIT 1\10, I" <br />56 z - Ivy ►J <br />40.0 FG � � 20, � ' � I I 40-0 F6 40.OF.G 40.0 EG. 40.0 F6 40-0 FG <br />400 FG <br />NT5 0 j 6 --7 3 -- 7 H 1 N G E SEE NOTE 9 Lt N E �O -- - -- <br />"' <br />Z \ O N z - <br />ti\ <br />ia, z l O' P_ U_ �. <br />tk <br />In I I 9Q I� M� BLLJ \j �- I 5'P BO�Y384j��.0�,� �,4jOM <br />- \2 .(oP <br />w I O 24"SD r e las Remove turnaround A.C. from site <br />59 <br />40.0 FG z I r°P3S A/ b e ROSEWOOD WAY � A <br />9y a�q 30'4 O 3�0�r vy jr' (3�" 1� <br />T I ,?s `�� _ ��aP 0° go <br />y _ P u. F=: <br />I H I N G E SEE NOTE 9 CIN <br />20 <br />60 p N 5 19 78 77 76 <br />40.0 FG I I 40.0 FG 40.0 FG 40.0 F.G 40.0 FG 40.0 FG 40.0 FG <br />i <br />39.9 <br />I <br />20' <br />SPECIAL NOTE5 <br />1. Lots 61 -79 -no addi-Cional grading required within hinge lines(accap+ , <br />2. Lots 48-55 existing access road paving shall be removed frornsite <br />- existing access road Aggregate Base may be reused for - <br />private driveway or stockpile as indicated, <br />- spread any additional lot spoils 'In Unit 3 <br />3, Existing t©po map dated Oct.1993. See Sheet IDA <br />NO. DATE REVISIONS BY DESIGN DRAWN BY <br />AP OVED B <br />R.C.E. DATE <br />0.2'Ft II requ1rel <br />In tills area. , <br />39.8 <br />37.8-38.0 <br />FUTURE UNIT 3 <br />IIIIIIIIIIB BAUMBACH & PIAZZA <br />;;+ <br />39.9 40. I <br />GRADING NOTES: <br />1. All earthwork, grading and other construction per <br />these plans shall be done in accordance with the <br />Geotechnical Report prepared for "WINDWOOD <br />SUBDIVISION" by Anderson and Assooiates, their <br />file number 59118, dated May 8, 1991. <br />2. The Contractor shall coordinate his work with <br />Anderson and Associates to insure that adequate <br />compaction tests are taken. The costs of re -tests <br />shall be borne by the Contractor. <br />3. All subdivision grading shall conform to U.B.C. <br />(1988) Chapter 29 and 70. <br />4. Hinge lines shown are not drawn to scale. Changed <br />9/14/93. <br />5. Areas of recompaction on lots 68, 69, 74 and 75 <br />shall be excavated to a depth of 2 feet and <br />reoompaoted in 6" lifts to 90% R.C. Compaction <br />tests to be submitted to the Engineer. <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LOOT, CALIF. <br />95240 PH:209-365-BBIS <br />GRACING PLAN <br />WINTERIZATION NOTES <br />It is the intent of the Owner that lot erosion and <br />silt entering the Storm Drain System be kept to a <br />minimum. Therefore the Contractor shall: <br />1. New Catch Basin or Storm Drain Laterals will <br />he sealed with sandbags or plugged until the <br />roads are paved, if there is a danger of <br />rain. Ponded rain water will be pumped to <br />adjacent Unit No. 3. <br />2. Prior to acceptance of the project, or the <br />onset of the rainy season, whichever comes <br />first, the Contractor will: <br />a. Plow or rip all lots parallel with <br />curb to a depth of 4 to-67inches. <br />DUST <br />CONTROL NOTES <br />1. <br />Dust control is the Contractor's sole <br />a� <br />responsibility when working on-site. When <br />the project has been released to the utility <br />N� <br />companies, the Contractor's responsibility is <br />to water the site Tuesdays and Fridays. The <br />above work shall be included in the bid. The <br />Contractor shall also water the site, as an <br />extra, when requested by the County or the <br />Owner. <br />2. <br />All motors shall be kept properly tuned and <br />maintained. <br />3. <br />Earth moving activities shall cease if wind <br />exceeds 20 mph. <br />4. <br />On-site vehicle speeds shall be limited to 15 <br />mph. <br />STREET <br />o Proposed curb Gutter l; <br />li3 <br />) 7%cc ( Sidewalk <br />ELEV 40.0 <br />U-1 <br />z <br />` J <br />w j1 �- <br />z_ <br />J <br />r <br />O <br />J / <br />LOT LINE <br />TYPICAL PLAN <br />it W IN DWOODtt SUBDIVISION <br />UNIT N0. 2 <br />SUBDIVISION IMPROVEMENTS <br />0 <br />SHEET © OF IO <br />JOB NO. 8888-2 <br />FILE <br />NO. 6-/047 <br />w <br />a� <br />N� <br />> <br />ELEV 40.0 <br />U-1 <br />z <br />` J <br />w j1 �- <br />z_ <br />J <br />r <br />O <br />J / <br />LOT LINE <br />TYPICAL PLAN <br />it W IN DWOODtt SUBDIVISION <br />UNIT N0. 2 <br />SUBDIVISION IMPROVEMENTS <br />0 <br />SHEET © OF IO <br />JOB NO. 8888-2 <br />FILE <br />NO. 6-/047 <br />