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R/W EAST MAIN R W <br />STREET <br />40 42 <br />1 30' <br />15' 25'+ 5'f <br />I <br />2.o% 2.0% <br />33 ki•e:I <br />EXISTING (TYP) Curb, gutter, & sidewalk <br />(Type "A" ) <br />EAST MAIN STREET <br />STATION 1+78 TO STATION 2+41.95 <br />NOT TO SCALE <br />R/W DEL MAR R W <br />AVENUE <br />20' WIL} 30' <br />I <br />20' <br />12' 12't 8't <br />I <br />2.57E a Sn. <br />EXISTING I(TYP) Curb, <br />gutter, & sidewalk <br />(Type „E„) <br />DEL MAR AVENUE <br />STATION 1+55 TO STATION 4+51.81 <br />NOT TO SCALE <br />R <br />20' <br />DEL MAR <br />AVENUE <br />I <br />12' 12' <br />I <br />R W <br />30' <br />DEL MAR AVENUE <br />STATION 5+03.81 CENTERLINE CAFFESE DRIVE <br />NOT TO SCALE <br />PEN SURVEY <br />C ® NAL M=10 A 1\T �T <br />801 17th STREET, SUITE 'F', MODESTO, CA. 95354 <br />PH: (209) 526-9724 FX: (209) 526-0472 <br />R�20' <br />DEL MAR R W <br />AVENUE <br />30' <br />I-- <br />20' <br />(Type ,r E") <br />DEL MAR AVENUE <br />STATION 5+55.81 TO STATION 10+00 <br />NOT TO SCALE <br />R/W DEL MAR R W <br />AVENUE <br />20 30 <br />I <br />20 <br />' 12' 12'±j 81t <br />I I <br />PRIME <br />(TYP) <br />EXISTING <br />1.6% <br />DEL MAR AVENUE <br />STATION 10+22.80 <br />NOT TO SCALE <br />R/W <br />25' <br />HORNER R W <br />AVENUE <br />1� 25' <br />I 15> <br />20' 7'f 8't <br />I <br />12.77-2 <br />EXISTING I (TMP) Curb, gutter, & sidewalk <br />(Type „E„) <br />HORNER AVENUE <br />STATION 1+39.42 TO STATION 2+30.78 <br />NOT TO SCALE <br />R W R/W <br />60' <br />30' 30' <br />2 1 /2' 2 1 /2' <br />5 1/2' 5 1/2' <br />20' I 20' <br />I2' 2% 2% 2' <br />-All Type "E" Bevel Curb, <br />Gutter, & Sidewalk <br />Curb, gutter, & sidewalk <br />R/W q DEL MAR R W <br />AVENUE <br />20' <br />-i- <br />30' <br />I� <br />20 <br />(Type „E") <br />DEL MAR AVENUE <br />STATION 11+00 TO STATION 14+85.92 <br />NOT TO SCALE <br />CAFFESE DRIVE <br />STATION 1+20 TO STATION 2+30 <br />NOT TO SCALE <br />2:1 (TYP) <br />PAVEMENT SECTION DESIGN <br />STREET <br />R/W <br />R VAL <br />T I <br />AC <br />AB <br />SB <br />G.E. REQ.G.E. <br />PRO <br />EAST MAIN ST. <br />84' <br />5 <br />8 <br />4" <br />8" <br />14" <br />2.43 <br />2.50 <br />DEL MAR AVE. <br />60' <br />5 <br />6 <br />3" <br />6" <br />11" <br />1.82 <br />1.92 <br />CAFFESE DR. <br />60' <br />5 <br />6 <br />3" <br />6" <br />11" <br />1.82 <br />1.92 <br />HORNER AVE. <br />50' <br />5 <br />4 <br />2" <br />4" <br />6" <br />1.22 <br />1.28 <br />NOTES <br />1. ALL GRADING SHALL COMPLY WITH 1994 UBC CHAPTER 33 <br />AND APPENDIX CHAPTER 33. <br />2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 <br />VERTICAL. <br />3. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY NEIL <br />0. ANDERSON & ASSOCIATES, INC. (02-25-93) TO <br />DETERMINE LOT GRADING, SITE PREPARATION AND <br />FOUNDATION RECOMMENDATIONS. <br />LEGEND <br />® ASPHALT CONCRETE PAVEMENT TYPE "B" <br />00000,000000 AGGREGATE BASE CLASS II <br />00 <br />AGGREGATE SUBBASE CLASS 4 <br />LOT GPADING DETAIL <br />LIGURIAN VILLAGE <br />:SAN JO' UIN COUNly, (,,A! FO?? NIA <br />BUILDING SET BACK LINE -- <br />PAD ELEV. <br />LOT LINE <br />FINAL LOT GRADING AT LOT <br />LINE, MIN. PROTECTIVE SIDEYARD <br />SLOPE = 17, REAR LOT LINE <br />TO BACK OF SIDEWALK <br />�J. <br />BUILDINGJ� <br />+gR <br />-- x ---- <br />1 LOT LINE <br />CURB, GUTTER, & SIDEWALK <br />S T R E E T <br />TYPICAL FINISH LOT GRADING DETAIL <br />NOT TO SCALE <br />BUILDING SET <br />GUTTER, & SIDEWALK <br />S T R E E T <br />LINE <br />LINE <br />TYPICAL ROUGH LOT GRADING DETAIL <br />NOT TO SCALE <br />CA: 800-642-2 <br />NV: 800-227-2600 <br />OWENS DESIGN CONSULTANTS <br />23570 So. Olive Avenue <br />Ripon, CA. 95366 <br />(2 9) 599-5224 <br />J. <br />0No. 53530 <br />� EXP. 6/3 <br />1/ <br />SCALL: H: NTS JUB NU. <br />V: NTS 9259 <br />DRAWN DLJ DATE 8/22/95 <br />ECKED 1 3 <br />BAA <br />—BUILT 20 <br />nF <br />