Loading...
HomeMy WebLinkAbout3366-4IV 10+00.00 CL MANDRAKE COURT= 19+80.00 CL BLACKTHORN DRIVE 17 10+00 CURVE/LINE DATA TABLE 11+00 1+0 O 13+00 14+00 L 1350.33 FS LENGTH CONSTRUCTION NOTES A R/W PER 105.00' 0—INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, 17) ON 25 FT. MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 5 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16' I (D—CONSTRUCT CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (D—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 LACI ® 1V D (SEE GENERAL NOTES 31 AND 32)7 D CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. N0.1006 SEE 16-19M 3(D—CONSTRUCT DWG NO. 3063 6' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 50' 4�-- CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 10 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 - 12' 25' 25 3 (MODIFIED 8' WIDTH) 11 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 31 30 5' 20' 20' S' 11+05.00 CL MANDRAKE COURT= 10+Oo 00 CL SUNFLOWER LANE Ln FELE HO ®1"- 440, EXP' 6/'30A.117 ZL 15+00 1p Q�CAI_IF®Design Professiona� 5i: u: 3. e'I k and/or completeness of this information and shall BASEL INE VENUE not be responsible for any errors or omissions �! �J i h SEE CITY OF FONTAI�TA a�ay be incorporated herein as a result DIM K0. S. SEE SNUT 9 6 10 DATE 135' 69' 66' 57' 54' 12' e PROPOSED RIW 1s TRACT NO. 16403 CURVE/LINE DATA TABLE O 1 BEARING 1350.33 FS LENGTH TANGENT A R/W PER 105.00' w VL B 215' 12'21' I 1 150.24' 126.07' C 100-18'42" J 1 43.77' 29.96' D 90'00'00" 25.00' DWG NO. 3063 25.00' E N17'36'11 "W - 50.30' - F I - 50.30' - 3 0 33 40' 10' 31 30 29 2804 Ln m N 32 U O 10+55.52 BCR a O F- U U t5 co 1348.64 TC ;r,CC I ( _ C, O ( 0 32+65.96 BCR + Roo ui �LO.S. co O h� rna v v ,.. Ev- N v � M 1352.19 TC I ( o z •- ' " 0 0 O +c� 'cF ai O~~ rno_ ^ ^ c`ao v Ui � Lal M '- f 5 o � c� O R Li C1 vE •- �- 19+35.00 EC O z ¢ , ; �- , J +� o o PROPOSED RIW e + m r - — _ Mcp r- ;° o ReW 10 Lr, T o' L.U.A. Z L.O.S. 1345.59 TC 6 = C 1 6 '- '- Z 10 LO / --- - - - ------ - - - - --- - -- -- � B e PROPOSED RIW 1s TRACT NO. 16403 CURVE/LINE DATA TABLE O 1 BEARING RADIUS LENGTH TANGENT A 17'36'11" 105.00' 32.26' 16.26' B 215' 12'21' 40.00' 1 150.24' 126.07' C 100-18'42" 25.00' 1 43.77' 29.96' D 90'00'00" 25.00' 39.27' 25.00' E N17'36'11 "W - 50.30' - F N 1736'111 - 50.30' - TOLL FREE -' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 15'45 02"W ... , , . C p --- ----- --- ---- LO — 10+43.00 BCR Ljj 6 10+50.94 ECR 1351.09 TC/B 1351.27 TC m L0 v PROPOSED I— �`' Wo fv- RIW �o co N Iv- I�- m I o I o r; u' co N U F- Co o '- '- .- Ui co 19 LO ��� o �� �' CnM 20� ;� Z ( I ^ 21 22 23 24 5 m w^ o+ncco " "' 13+99.20 CL CUL-DE 5 20' 20' 1356.46 FS 25' 25' MANDRAKE COURT 50' PROPOSED MEANDERING SUNFLOWER LANE SZE RIWIT \-- MEDIAN CURB PER DWG NO. 3063 LU.A. EXISTING 12" WATER EXISTING 8' GAS EXISTING 17" WATER 4 REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE EMOLMD CONSTRUCTION OF Q , 9-1PROVENJENTS NOT CO2PRIENCEVWTHINPREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL YO 16 1; IIO CITY OF FONTANA BENCHMARK NO. 361. SHOWN HOME= FORTH LV A 10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWERPBOEE DILLMW"-MMTHE CITY ENGZEERMAY Rancho Cucamonga, Co. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF QUME REVISIONS TO THE PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE II M0 THEM LVTO CONFORMANCE WrM Fax (909) 477-6725 CONDMONS AND STANDARDS IN EFFECT j RCB EXISTING SEWER EXISTING SEWER MH Rh MM-TilM 1 0D ISE COURT 50 82 BEECH AVENUE EEE LEFT 46' SEE SHEET 0 100' i N90000'o0"E 23' 23' 5' 18' 18' 5' 50' '50' — 10 L.U.A. 0 10' 40' 40' 10' L.O.S. 22 .., :. Ln 10+55.52 BCR a O p I I p cv co co 1348.64 TC ;r,CC I ( ( 0 32+65.96 BCR + L V 31+55.95 BCR R Iz( I o M 1352.19 TC I ( o N 1349.98 TC 21 o C4 .11+50.00 ECR � o i 1351.50 TC 6 PROP. R/W I + PROPOSED — Mcp r- EXIST DBL 10'x8' RCB fI^ PER DWG NO. 3050 10+00.00 CL SUNFLOWER LANE= 'n 11+05.00 CL MANDRAKE COURT 1350.33 FS 33 it i I I RIW PER DWG NO. 3063 L.O.S. 3 LUA.—\ ( IN FEET ) 1 INCH = 40 FT. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 Davi� Hammer, A.C.E. 43976 ate (expires 6/30/2005) R �. 50 82 "o i N90000'o0"E C4 L —I— — �3 0 .., :. Ln 10+55.52 BCR a 1348.64 TC ;r,CC ._ W V 31+55.95 BCR I ( o N 1349.98 TC M 20 o C4 + PROPOSED — Mcp r- ;° ReW 10 L.U.A. 11 L.O.S. SUNFLOWER LANE ,,Of ESS /pN S. Hq4 qe DRAWN BY: z Lo No. 43976 M WF a Exp. 6/30/05 DESIGNED BY: JB sgTF l V I L f o���P CHECKED BY: F CALF DSH 11+83.27 CL SUNFLOWER LANE= 32+11.43 CL BEECH AVENUE 1351.33 FS 8' GRADED SHOULDER CITY OF FONTANA, CALIFORNIA STREET IM-PROVEMENT PLANS TRACT N0. 16403 SCALE: "- 1 -40 F E COURT DATE: 1 OWM LAPSE JUNE 2003 PR D BY: Q DRAWING NO.: S• g CITY ENGINEER R.C.E. 51152 1 3366 10 rfl_- -- -- % n1U/Q 4 Cnnn\ ^Tnrrr% • C A^7% • -- t.Tn l nl.In _ . II�i1IV111G• �YIIV � I VJVV � .�n.�u � I VTVV � I VTVV -JI VT•V IIV i