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Home My WebLink About3491-2j _ • ■ ■ ■■ ■ ®® . ■■ ®■ ■■■■�■■ : ■■�■� ' MEN - Mimi ■ ■ •' - ■■ ■! !moi � ■■■� . ■ y � �■■ Em ON ■■ s t, ■ i ■ ■■ , ., i tt ■■ ■ ■■ ■■■■■ • ■■ ■■ ■■ � ��■ -.. a -' ■ on mm ■ ■■ ■ ■■ ■ ■■ ■ ■ ■■■ ■ ■ 10+00 I CONS TRUC T/ON NOTES �1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95.Z RELATIVE DENSITY (SEE GENERAL NOTES 31 & 32). 2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 3 CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104 (MODIFIED W=8'). O4 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . OCONSTRUCT 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 B, AS SHOWN ON THE PLAN. O8 CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN 307-1, "W" PER PLAN. O9 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 11 INSTALL KING LUMINAIRE # K118R-EAR-11-70 (MOG)- HPS-120-K14-PR-HSS-TSS-SCE (HEIGHT=14.5) CURIE DELTA/BEARING LENGTH/DIST. RADIUS TANGENT A 90-00' 00" 47.12' 30.00' 30.00' © 16' 25' 44" 30.25' 105.50' 15.23' C 212' 51' 27" 141.17' 38.00' - OD 36' 25' 39" 203.45' 320.00' 105.30' QE 04' 26' 06' 24.77' 320.00' 12.39' OF 43. 35' 14' 228.22' 300.00' 119.95' © 11. 35' 41' 60.71' 300.00' 30.46' O 55' 10' 55" 269.67' 280.00' 146.32' 0l 108' 48' 03' 47.47' 25.00' 34.92' Q 2.31- 55' 17" 153.82' 38.00 - OK N 72' 34' 59" E 31.17' - - © N 30' 39' 42- E 31.17' - - 67 CL OWY (W=�12 I j 13+00 A C= DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG RRL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � I I I I ► ,- I PROFILE _I - - - - - -_ - HORI EJ- + I I `vEkT V'= 4 14+00 15+00 12+00 PLAN 1"= 40' 11+00 10+00 11+00 12+00 13+00 SCALE IN FEET 0 40 80 120 160 SCALE: 1" = 40' BREWER LANE REV. I REWSIAN DESCRIPTION M.-Pw& . SUNDAY PEAK WAY SEE SHEET 7 OF 9 TRACT NO. 16427-1 TRACT NO. 16427-1 MOUNT LEWIS LANE ire NH= 4 , ' H 1= 0.16' CATCH BASIN #8 LOCAL DEPRESSION DETAIL (CASE A) DATE ENGz 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 EFFECT. BENCHMARK-' 18-17 :' No. 36637 Exp: 06-30-04 5 C1V1\- �OF CAL\F BASIS OF BEARINGS Prepared Under The Supervision Of AFEME) N TI:E 099 CE OF MADALE AAD A.S90CJA M4 INC 10601 CHURCH STREET , STE. 107 RANCHO CUC� MOA(GA, CA 91730 PHONE 909 948-1311 RC 36637 EXP. 06-30 i0 WENDELL L. IWATSURU 10 Z CL tz u Q pEESSIpN RECORD DRAWING t� l` W r l THESE RECORD DRAUVINGS HAVE BEEN PREPARED, IN !}- rn i PART ON : N EA>IS OF INFORIk.AATION COs (PILED AND CQ a No. 3 637 "� FURNISHES, t Y OTHERS, THE ENGINEER WILL NOT BE A- RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH Y\ , "VE BEEN INCORPORATED INTO THE DOCUMENTS AS - CIVIV�E.T THEREOF. o 7 � U Y XO�RlN�4 // / ORFOVVTANA, CALF PRI VA TE S TREE T IMPROVEMENT PLANS DRAWN BY TRA C T NO. 16427-1 & 16427-2 scAALT SHOWN DESIGNED BY' MOUNT LEIMS LN, BREWER LN DAA �o EF & JEPSONCOURT AUGUST 2003 C4 CHECKED BY:PPR BY. DRAWING Na: 2 !z • to •03 GB CITY ENGINEER R.C.E. 51152 DATE 3491 g J:\126-1751\TR16427-1\Streets\ST02.dwa. 12/12/2003 09:54:19 AM. DM a.