Laserfiche WebLink
Existing Var. Existing Var. <br />Pavement _ Pavement <br />Variable slope (10% max.) / <br />to meet existing ground. <br />SECTION A—A <br />R/W � A <br />EDGE OF <br />PAVEMENT <br />,.1 <br />REDWOOD HEADER <br />BOARD <br />/SREDWOOD HEADER <br />BOARD <br />Material per \ <br />chart below <br />EDGE OF EXISTING PAVEMENT <br />RURAL DRIVEWAY <br />NOTES: <br />1. AT AN INTERSECTION, NO DRIVEWAY SHALL BE PLACED WITHIN 30' OF THE POINT OF <br />INTERSECTION OF THE MASTER PLANNED R/W LINES. <br />2. DRIVEWAYS SHALL BE AT RIGHT ANGLES TO THE STREET. <br />3. CIRCLEDRIVEWAYS ARE TO BE NO CLOSER THAN 75' BETWEEN CENTERS (RESIDENTIAL) <br />OR 80' BETWEEN CENTERS (COMMERCIAL). <br />4. ALL FILL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. MAXIMUM FILL SLOPE <br />2:1. <br />1 I DRIVEWAY APPROACH <br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS <br />CONTACT: PAT DICHUPA (209) 468-3059 <br />SAN JOAQUIN COUNTY HEALTH DEPARTMENT <br />CONTACT: MIKE HUGGINS (209) 468-3420 <br />SAN JOAQUIN COUNTY BUILDING DEPARTMENT <br />CONTACT: DENNIS ROCK (209) 468-3069 <br />PACIFIC GAS AND ELECTRIC COMPANY <br />CONTACT: GEORGE PAVANAV (209) 836-0440 <br />2 <br />3 <br />LOCAL_ AGENCIES <br />APPROVED BY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS <br />BY: DATE: <br />DIRECTOR OF PUBLIC WORKS RCE 21258 <br />APPROVED BY THE SAN JOAQUIN COUNTY BUILDING DEPARTMENT <br />APPROVED BY THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT <br />APPROVAL_ BLOCKS <br />N.T.S. <br />105.95 <br />96 <br />106.15 <br />9s <br />KEEP 10' FROM <br />OVERHEAD <br />POWER LINES. <br />CALL USA <br />BEFORE YOU DIG. <br />1 (800) 642-2444 <br />UNDERGROUND SERVICE ALERT <br />105.22 '\ \ \ond bot nw <br />9c¢r <br />® r¢ e/w <br />J� * <br />V\ <br />V, <br />�� �. <br />10.5.03 <br />gs <br />103.9C <br />gs <br />* 10417 <br />g6 <br />SIN <br />103,70 <br />gs <br />1 D3.66 <br />qs <br />WOOD <br />FENCE <br />a <br />STORM DRAIN POND <br />Rig <br />99,36 <br />..nd bol <br />RELOCATED <br />PC <br />FOR 0`�N�R/N'C <br />oR\N QRoe� j/ <br />PLS4B56 <br />AC N iE <br />6' HIGH <br />WOOD F <br />�3/4' PLS4858 <br />< <br />100.50 <br />a R_ N/S <br />o <br />,O1.51 <br />-a N <br />a56 <br />EP10 56 <br />TAPER \ <br />w <br />N <br />o � <br />A o m¢ ®tnPEP <br />Pp 0,.62 <br />SET NIP <br />I �o'.�i�° <br />101.38 <br />AC INT D P <br />y ,], R �p , <br />e°�°°i ^y2^m xbq 11®SE3 <br />10 <br />P k-SaSM.?. \o4P�5" C <br />F°f' 'rCONC. <br />� D } <br />L <br />N LI <br />. !N <br />�E,-0P <br />Z / r <br />SP"/m `N�01.6o! PATI <br />LRO <br />o'P lpt° <br />atr] x DGN! o <br />1. <br />m <br />L <br />°R <br />n<n,? 0 <br />U U U �m vo n �AISSON �Oo, <br />f . Q� OTR PALM 36'X30 <br />P�, C16 31d rj2 D 'A.n C. "/A <br />+� �Oi� <br />N; 'GRMF G0°`p zb £ //Cant slb n¢ co, 02.29 <br />RAS c aMP y c ONC. <br />/ <br />NO o 2 .64 '" m SLAB ' _?% <br />0°N{y INX o a� c TREE M 30°X40' *" <br />N <br />nN n+Ov fI" D4.59 <br />NCRMPP , <br />f f\ <br />10 104,6 ' SR <br />C RMP 0 D / *' <br />+' mA mmcno \ <br />10252 <br />n ❑u Dr + <br />lean°¢,6a nw a, LEACH FIELDS <br />it¢ / as¢ a <br />j/ RELOCATE <br />POWER POLE <br />GONG. SLAB, <br />WELL & <br />WATER TANK <br />f <br />G <br />Lr102.90 <br />1¢ 9¢ COf pnd <br />103,78 <br />9s <br />TOPOGRAPHIC MAP DEMOLITION PLAN <br />CATED ` <br />_R POLE ^a <br />L42 \ <br />JT 5/END N P -K NAIL/il <br />SAWCUT <br />OF LEACH FIELD. <br />EXISTING SOIL TO DEMO REMOVE <br />BE REMOVED AND WO FEN <br />REPLACED WITH x 10193 <br />9J ,„. ¢0. CLEAN SOIL. g6 <br />102,72 <br />gs <br />oc(i)) <br />0X40' <br />102.92 <br />9s <br />102.68 'P <br />9s P <br />a op <br />JB / <br />PT / / <br />a <br />RE MO MOV <br />00.94 <br />EP E/SIDF <br />\ 01.34 <br />1.00 ROWN °END PVMT <br />• EP °5 END <br />100,00 <br />'\ 3/4" PLS 4858 \PE APE S <br />* <br />tatA x f <br />SET 2 2 TA\K <br />DEMO REMOVE <br />FE N <br />x \ <br />\t <br />/ \ % <br />* , 10090 <br />FE _O REM�OVE� �+ AP N <br />M <br />'Inn i 1 <br />/OOWryo <br />/ 100, <br />.01 <br />\/ 99 <br />.101.06 <br />/ 9s <br />' 102.46 <br />96 <br />000, <br />102.59 <br />9s <br />0,.54 <br />,¢ ap 17,6¢ <br />w 101.0.1 <br />95 <br />�g <br />GRAPHIC SCALE IN FEET <br />15 0 15 30 60 <br />I inch = 30 rt. <br />❑ DONALD T. KAN <br />CIVIL ENGINEER <br />RCE 36676 <br />❑ HENRY WONG <br />CIVIL ENGINEER <br />RCE 31008 <br />In DAVID J. STARCK <br />ARCHITECT <br />C22903 <br />o STEVEN KOELZER <br />ARCHITECT <br />C19842 <br />❑ <br />BY AS <br />LIST <br />DATE 5-4-98 <br />JOB 97MI36 <br />SHEET <br />C <br />Z <br />O <br />V <br />c� <br />0 <br />Z <br />� <br />L- <br />LJ <br />J <br />5 <br />—. <br />a <br />02 <br />Q <br />V) <br />Q <br />O <br />C <br />of <br />� L` <br />LrJ J <br />LD <br />z <br />V7 d <br />w <br />0 <br />U <br />C1 <br />z <br />Q <br />O <br />Q <br />Z <br />CL <br />N C3 <br />a ______ <br />❑ <br />BY AS <br />LIST <br />DATE 5-4-98 <br />JOB 97MI36 <br />SHEET <br />C <br />