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HomeMy WebLinkAbout3491-3TR. NO. gJ 5.5 / vo LOT'FD" �o BALD EAGLE DR/VE SEE SHEET 5 OF 9 5' 5 -.15 16427-1 20' ► .5' 2711 MrAl Al v �aS3Z W 8 64 6 11 6 .0: N TRA C T NO. 16427-1 m CURVE DELTA LENGTH RADIUS TANGENT A 107' 09' 03" 46.75' 25.00' 33.88' 0 95" 06' 11- 41.50' 25.00' 27.33' C 105-.35' 29" 46.07' 25.00' 32.93' OD 12' 58' 51- 63.44' 280.00' 31.85' E 01 ' 37' 25" 7.93' 280.00' 3.97' OF 23' 31' 52" 123.21' 300.00' 62.48' © ill 30' 48" 60.28' 300.00' 30.24' H 35' 02' 39" 195.72' 320.00' 101.03' O 46" 04' 51- 241.28' 300.00' 127.59' J 07' 09' 35" 37.49' 300.00' 18.77' K 38' 55' 16" 217.38' 320.00' 113.07' © 53' 14' 27" 260.18' 280.00' 140.34' OM 225' 30' 09" 149.56' 38.00' - ON N 68' 50' 56" W 39.04' - - OO N 23' 20' 46" W 39.04' - - J m m o 61 Q 36 p+j 6" rnv Z c\Irn m d' ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 00 Z d O v o SIGHT LINE (TYP) I I I � 62� SCALE IN FEET 80 1 BREWER LANE 8 7 TRACT NO. 16427-2 35 34 `° 33 32 11 = 6 6 u Alo r\. cold "o `rI PROP. R/W o m " I CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN p+j 6" \-PROP. R/W LU v d' ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY t1 Z d O STD. NOS. 109 & 130. o o' �� I I I � 62� ^6 4 2 3 m 5 3 J 2SEMENT + A 11 0 TRA C T NO. 16427-2 g 8 CONSTRUCT/ON NOTES 0 7 11 160 31 m rn� j O CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN p+j 6" 307-1, "W" PER PLAN. 2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. Og ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY t1 Z d O STD. NOS. 109 & 130. NI J I INSTALL STREET NAME SIGN PER CITY STD. NO. 139. O4 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. ^6 4 0 " 5 11 160 31 m rn� j O CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN p+j 6" 307-1, "W" PER PLAN. 2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. Og ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY IT07 j O O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL O CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN COMPACTED TO 959' RELATIVE DENSITY (SEE GENERAL NOTES 31 & 32). 307-1, "W" PER PLAN. 2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. Og ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 3 CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104 STD. NOS. 109 & 130. (MODIFIED W=8) 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. O4 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 11 INSTALL KING LUMINAIRE # K118R-EAR-11-70 (MOG)- " HPS-120-K14-PR-HSS-TSS-SCE (HEIGHT=14 5 5 Z'z�ti�G' c1�V ` o i 7 1 8 K 10 zt /V � 11 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED IN Q�pFESS/iv �Re' W=14 , v=0 H=4" H 1 =0.16' Q' = No. 36557 CATCH BASIN #7 ."' X40- LOCAL DEPRESSION DETAIL CASE A 2/1 oro LOCAL DEPRESSION DETAIL (CASE B) 1"=10' PART, ON THE BASIS OF INFORMATION COMPILED AND H=4", H1 =0.16' FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH CATCH BASIN #11 HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS LOCAL DEPRESSION DETAIL (jCASE Al RESULT THEREOF. 1"-- 10, BENCH MARK�' 8-17 BA-gS OF BEARINGS 5 CONSTRUCT 1% P.C.C. SIDEWALK PER CITY STD PLAN N0. 1015. CALIRANS 60EMCHAURK -17. A THE MRS OF BEARINGS FOR THIS O6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.102 (W=16' UNLESS OTHERWISE NOTED). O7 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A OR CASE 8, AS SHOWN ON THE PLAN. Maii •�', • i D14LBEFORE' 11h, YOU DIG i� III :i0 .i� BRASS GP W THE BASE Gr lS THE CL OF LYII,E R0. CATCH BASIN #10 , ��� OF OF AN SCE � � t LM I�OW LOCAL DEPRESSION DETAIL (CASE A) OF SAN SEVAWE RD., 2.6t MI WEST R.&R 111199-10 OF SIERRA AVE 1"=f0' am 7w. / 1428,W9 DATE OW aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN _ r • / • 1 %Ls _ _ • 1 EFFECT MAP Prepared Under The Supervision Of AMPARED/V 77EA RCECF 000LEAADAffil" 7EIR AC 10601 CHURCH STREET , STE. 107 RANCHO CUC�QGA, CA 91730 PHONE 909 948-1311 � oto RC 36637 EXP. 0 -30-0' WENDELL L. IWATSURU H=4",� Hl =0.16' 14' 1 c' 5' CATCH BASIN #12 LOCAL DEPRESSION DETAIL (CASE A) 1' =10' C/Cff OIFFO ANA, CALFOMA PRI VA TE STREET IMPROVEMENT PLANS DRAMN BY MA KS TRA C T NO. 16427-1 & 16427-2 s"AS AAL SHOWN DESmED BY BREWER LANE, LILY ROCK DR/VE DAm EF & CONEIPEAK PLACE AUGUST 2003 !,IlEQ►fED BY: BY DRAMNVG Na:3 GB aTY ENGINEER R.C.E 51152 DATE 3491 g i J:\126-1751\TR16427-1\Streets\ST03.dwa. 12/12/2003 09:53:39 AM. DM