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HomeMy WebLinkAbout3491-4LILY ROCK DR/VE SEE RIGHT KNOX A VE. SEE SHT. 3 OF 9 OF DWG. NO. 3399 LILY ROCK DR/VE MOUNT PINES WAY SEE RIGHT SEE SHT. 8 FOR MEDIAN DETAIL CONSTRUCT/ON NOTES O1 -CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12' NATIVE MATERIAL COMPACTED TO 959. RELATIVE DENSITY (SEE GENERAL NOTES 31 & 32). CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. O3 -CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 104 (MODIFIED W=8). a -CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN N0. 1006. S&CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . a CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 (W=16' UNLESS 07HERWISE N07ED). 9 -ADJUST MANHOLE AND/OR GA TF VAL VE 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-K 14 -PR -HSS -TSS -SCE (HEIGHT=14.5 ). @_CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHEET 9. 13 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 957. RELA77VE DENSITY (SEE GENERAL NOTES 31 & 32). 14 CONSTRUCT 8" CF P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1003. 15 SAW -CUT AND REMOVE EXIST. A. C. BERM, REMOVE EXIST. BARRICADE. 0 w J a U MCI CURVE DELTA BEARING RADIUS LENGTH TANGENT • SHOWN 36'36'02" 280.00 178.86 92.60 ® 36'35'51 " 300.00 191.62 99.21 © 363542" 320.00 204.38 105.81 10'18'15" 105.50 18.97 9.51 © 90'09'09" 35.00 55.07 35.09 © 110'4538" 60.00 115.99 86.91 © 10'18'15" 105.50 18.97 9.51 © 90'00'00" 30.00 47.12 30.00 Q 180'00 00" 6.00 18.85 INRN17E 24'10'39" 30.00 12.66 6.43 © 24'1039" 27.00 11.39 5.78 © 180'00'00" 7.00 21.99 INFINITE © 375149" 10.00 6.61 3.43 0 2175149" 9.00 34.22 26.24 N10 -26'40 -E 40.98 N79.4102 E 40.98 1 - DIAL - BEFORE YOU DIG ,- i SCALE IN FEET 80 120 1 W=14; V=5.5" H=4", H1 =0.16' CATCH BASIN '��J=SCALE_-li; = 40' LILY ROCK DR/VE MOUNT PINES WAY SEE LEFT B9KN MAS 18-17 ^ALTRANS BENCCHHA4IRK 17. A BRASS CAP AV THE BASE OF B4W QF BEAq# GS 1"=10' 1 aEVA WAP / 1428609 1 1 REWSION DESQA9 WN DA 7E aim arr DA 7E 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 REG-7DV6-• 'WH Au alt VI►tLl I EFFECT. NORTH PEAK LANE SEE SHEET 6 OF 9 TRA ANO. 16427-1 EC �L�Fy� oNo. 36637�c m Exp: 06-30-04 * �T C/V1 FOFca�IF° (�f/ Prepared Under The Supervision Of : MD�AAD ME Off W M4 W. 10601 CHURCH STREET , STE. 107 RANCHO wC MOYGA, 13 91730 Date 3 C / OFF -O .W CAL PRI VA TE S TREE /MPRO VEMENT PLANS DURA MA KS TRACT NO. 16427-1 & 16427-2 DE3MVED Br EF " CK DR OUNT PINES WA Y • SHOWN DA7E AUGUST 2003 aEclav B B_� '&$M- � lZ-ZZ • GB a7Y ENGINEER R.GE: 51152 DA 7E DRAWNQ: 3491 4 g RCE 36637 EXP. 0 -3 -04 WENDELL L IWATSURU Z CL J:\126-1751\TR16427-1\Streets\ST04.dwa. 12/17/200301:39:21 PM. DM