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2Q--CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 6" CLASS II AGGREGATE BASE. yrR m �°Q�INf EXCST/N66Rd NO L-J—
a--CONSTRUCT 3" ASPHALT CONCRETE PAVEMENT OVER 4" CLASS II AGGREGATE BASE. / !�!'A
R/lS' 4O• ¢ 30' R W NOTE2
o-- CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE PAVEMENT OVERLAY. 9 " I.,du PoT5 5NALC BE E?NfR DENSE 9TRUCT m.REDWOOD OR COASTATmAt GRADE OOUGLAS r1R, '
PRESSURE rREArEO W/rN AMMONIACAL COPPER A1?WA9AE AWA7ER-BORNE PRE5ER4AT/NE,ANO ALL RA/45
CONSTRUCT TYPE "A" (6" C.F.) CURB & GUTTER PER RIVERSIDE COUNTY STD. 4200. VAR/E5 C4'-t 12 SHALL BE zw&AS FIR CONSTRUCT/ON GRADE/NACCORQ4A'CE WfW THE LATE5r G7AN0AR0 9PEC/F/CA r/06.
o--.CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD. #400. I 9 (/9'T024' 2.ALL EXOFW 50RFACES OF WOODENP05r9 AND ALL 5N6m SURFcmanefegFO 0/ RA/L5 9/LiLL 0.�G/VEV 3
WISCONS/N STREET COATS OF WN?E PANT/N ACCOROAAK'E W?N THE LATEST STANDARD SEC/P/CA7/ONS. ,.
IQ CONSTRUCT 4" CONCRETE SIDEWALK ACCESS RAMP PER RIVERSIDE COUNTY STD. #404. ?� EX SLOPE VARIES _ T/-5.5 3.TWO X,(NA/LG SHALL BE USED Ar ALL RAIL FASTENINGS.ALL NA/LG 5NALC BE GAL✓ANIZEO,
si4•,. I /° SLOPE VAR/E5 (0. Y.TO 4.1Y• _
.CONSTRUCT 6" CONCRETE CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STD. #209 yL'ff/ g,2%T05•TY -- I TYP/C,4L SECT/OM W0017EN PEDESTf/AN BENCHMARK: y-17
' �— '-1� 6'66.5 G7ANpARO"56 i2,W IN CONC.
AND #210 OVER 6" CLASS II AGGREGATE BASE, Z_I # "b EX/5T.PYMY. J - WMIN6 ��/� el NW. N.E OF 9.R/Y ZAKE6 OR 6WIVE
I2 CONSTRUCT REDWOOD HEADER PER RIVERSIDE COUNTY STD, #110.
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CONSTRUCT 6" CONCRETE DRIVEWAY PER RIVERSIDE COUNTY STD. #207. 4 RESET 19B2 ELEV./2B0.3/
SHALLER & LOHR, INC. Clrr®ir LAKE R 51NOR Ce
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/y .INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. #815. : 3 j HCOASTMIVE-SWT =
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/IORE PRIME k CDSTAMCALIM NIA22N.
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- T 7 DPLANNNG•0—sN...s ING•suRVEYWG FOR
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/d INSTALL STREET LIGHT PER RIVERSIDE COUNTY STD. #1001. "-'_ 5; Z9NOV,B2 1AKESKORE DRIVE
TI/ /CAL SECT/ON ®REVISED PER AS BUILDS PLAN &'87 QONAL 0. CONR 20506 DATE 9TA.10+00.00 TO ETA./2+4Z22
�-19 INSTALL STREET LIGHT PER RIVERSIDE COUNTY STD. #1000. WISCONSIN STREET of 3 VATETS
Q REV, ELEVATIONS ON UKEONORE OR€W/5GAV5/N yL
Z�— INSTALL 6" SEWER LATERAL WITH PROPERTY LINE cLEaxoDT. REV/5/OAt PP, WEAPPROYEO Or C/TY ENd/NEER� �/d(zM / yTA./Of00.00 TO 9rA./St/B./Z
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