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HomeMy WebLinkAbout2918-15DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 2.413m 2.13m 08 SBd 66 17..49/19.,84 .C - 6.318m 10.66 m Q 19107rn 9.958m 2.9 6m 0•C �2.OQ3m �i1A A 0. C. Q" o.'C. 0. C .0. Cl f"-1 0 DLOCaltrans U W U L LOd. °D A/4 a/4 4 0/ °° @ U co eco �' 00 L0 0 0 O It �y � CV O + N d' N e ic cx� lr- Coto 1� I'7 17 + O 'I'� M + � Mto M ri ri ri I• ±"� �'� <-' .r6%� EXIS'. TC J J �J L1 J J W w w QW w �w � 0.550 8� [52,909]w w w � cn t - b.514 o o F- rn � F- 2.0% 0. 83 0.7 4% m N N O rn (6 .4- O 0. 771% + d" +77 1 , + cfl + cfl co 1� e4r CG �� 0.809% CX) 00 ,�� 1 Q Q Q vi Kj F'- _i 1-- -I F- -� C W W W � w w STREET CONSTRUCTION NOTES M � "� 4. 22 9.458m .4 .4220 - CONSTRUCT CALTRANS STD. A87 CURB & GUTTER �`' TYPE A20000/ -200 E 2 CONCRETE SIDEWALK PER LANDSCAPE PLANS (N.A.P.) fur 8440 3 CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP CASE E. O W 4 SAWCUT 0.609m [2.0'] FROM EXIST. EDGE OF PAVEMENT coo m5a-- CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY 6 CONSTRUCT 0.195m [7.7"] AC OVER 0 0 0.165m [6.5"] AB N a7 -CONSTRUCT CALTRANS STD. A87 DRIVEWAY rz 8 STREET LIGHT 22,000 LUMENS H.P.S.V., (BY S.C.E.) TUE LP 0 LE &-CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 11 ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER l , -- I C"i - - - - -- - T i!�A I I I I V I I I I T -�--- - - 12 GRIND EXISTING AC PAVEMENT TO PROVIDE 25mm [1-] MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2 - ---- 13 REPLACE AC PAVEMENT PER APWA STD. PLAN NO. 133-1 - -- 15 RELOCATE EXIST. FIRE HYDRANT (AS SHOWN) 0.809% , --- __ - 31 SAW CUT EXISTING PAVEMENT --'T., -7 rma uIrm riman 34 CONSTRUCT 300mm (12") FULL DEPTH AC PAVEMENT. 35 CONSTRUCT 19mm THICK OPEN GRADED AC CAP 36 INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE SCALE HOMZ. 1:500M 38 ADJUST TO GRADE EXISTING MANHOLE VERT. 1:50M49 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS 31 +00 32+00 33+00 STANDARD PLAN N0. D72; CURB OPENING L PER PLAN 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN NO. D78 @l` --PLUG CULVERT INLET w/ BRICK & MORTAR SEAL I REMO EIS NG 55 CONSTRUCT 610mm 24" RCP STORM DRAIN LATERAL; /01 o I CURB G R ---' SEE PROFILE FOR D LOAD U- A 0 ~ � 00 E 51 36 CONI 0 60 CONSTRUCT J.S. PIPE TO PIPE INLET PER APWA ow 49 eCU3�) = STD. PLAN NO. 331-2 5 E of o v a u 0co v M cooE Z � rn "0 uW VO �! 55 �, O � U o o w �: w ,ri .- + F- '� N o ASPwoo N��OOVMOHOVM 0 61 SUPPLY AND INSTALL 760mm RCP; D -LOAD PER PLAN m o co C14 In 9 O N W W u O J U) J L ID r� m u dam' u N � W r, P7 In J 0 0 W F-0- x O M �i ,SPH ., v N O J �, d- .. _ N u p� O J d- `+ I� J W W^OO O o C_ I / O W � [7 rn 1. i . Q Z �- _ _ O �� rn � co E (D - ,: - t r% m _ - L L - . d- In (n . ,. _ - r M c ISO r� i r Underground Service Alert �gEFOM Y°G Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 00*1 CURVE DATA TABLE O 0 e% (11111111[nanrc� �.Q ()FESS /0 N�I 9 Fy A Civil Engineering •Planning •Surveying -Public Works � ELIZER M. RUIZ � z 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 w No. 46158 m ap. 12-31-2006 PREPARED UNDER THE SUPERVISION OF: ,syq CIVIL \P OF CAL 1 1 ADD SLEEVE, PROFILE, SD STUB_ _(�.. ►� . o �� - fig, Z ENS. REVISIONS APPROVAL DATE APPROVAL DATE ELI ER 0. RUIZ R.C.E. NO. 46158 DATE L T OA REFERENCE PLANS 10.500m CURVE DATA TABLE O 0 R L T OA 89.02'46" 10.500m [34.45'] 16.319m [53.54'] 10.327m [33.88'] © 90.57'14" 10.500m [34.45'] 16.668m [54.68'] 10.676m [35.03'] © 6.54'49" 20.00m [65.62'] 2.413m [7.92'] 1.20'8m [3.96'] OD 10.35'53" 20.000m [65.62'] 3.699m [12.14'] 1.85i5m [6.09'] Z .Lo LEGEND - . . a AC PAVEMENT v a � w AC OVERLAY O w 0 N �111,80 � GRAPHIC SCALE ( IN METERS ) 10 0 5 10 20 30 40 50 I :500m ,- NOTE: ALL KONS ARS IIT UNLESS =OWN •4-1W U)E W d FOR REDUCED PLANS ORIGINAL o 20 40 60 so o co SCALE IS IN MILLIMETERS ' ' ' EA 317900 0_ N o_ C Q\ OF FONT"C Int `� Q' o DRAWN BY STREET D"RO NTS SCALE: �, DESIGNED BY AS SHOWN F00 ])o - ROUTE 66 w P.H. 3 o CHECKED BY S'A .�. 35+50 DATE: of N E.M.R. 00co JOB NO. APPROVED j DR. NO. SH T. N0. � m 99089 1 ENGINEE RCE #51152 DATE 2918 15 OF 45 � -j�°`��� -�, =-'