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HomeMy WebLinkAbout3033-10LEGEND BC BEGIN CURVE LP LOW POINT BVC BEGIN VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE BCR BEGIN CURVE RADIUS PCC POINT OF COMPOUND CURVE CB CATCH BASIN PRC POINT OF REVERSE CURVE CL CENTERLINE R/W RIGHT OF WAY EC END CURVE SL STREET LIGHT ECR END CURVE RADIUS TC TOP OF CURB E'LY EASTERLY W'LY WESTERLY EP EDGE OF PAVEMENT V VERTICAL DEPTH EVC END VERTICAL CURVE (450.00) INDICATES EXISTING ELEVATION FL FLOW LINE 450.00 INDICATES PROPOSED ELEVATION FS FINISHED SURFACE W WATER LINE GB GRADE BREAK S SEWER UNE HP HIGH POINT SD STORM DRAIN LINE INT INTERSECTION - NEW PAVEMENT _ - SAWCUT do REMOVE EXISTING PAVEMENT 0 - SAWCUT do REMOVE NIXON WAY CONSTRUCTION NOTES O4 - CONST 8" TO 6- CURB do GUTTER TRANSITION PER CITY STD PLAN NO. 1003 22 CONST 8- CURB do GUTTER PER CITY STD PLAN NO. 1003 5� CONST 4- PCC SIDEWALK PER CITY STD PLAN NO. 1015 0 CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006 11 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD PLAN NO. 1016 (SCE #10) 12 SAWCUT do REMOVE EXISTING PAVEMENT 0 20 CONST 4 1/2- AC PAVEMENT (MIN) OVER 12- COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 do 32) 0 23 INSTALL 40 AND 60 IRRIGATION SLEEVE - 26 CONST BARRICADE PER CITY STD 118 28 GRADE SHOULDER CAINT. ,)na�x;.q m I yn F rprry Pn LYTLE CREEK ROAD REV REVISION DESCRIPTION DAM ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 12�CoRD DRpw I IJ G 3JI 1 4-I &s Isal 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. /QRpFESS/O�\ c� �o �PC,rrn Z � = No. 31681 2: * Exp. 12/31/04 \CIVIC lF OF CAI�F�/ CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 90'00'00" 54.98 35.00 35.00 c Ul Fbireman,Inc. ❑❑ �'"A Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREEP�AR�ED UNDER THE UPERVISION OF: CALxt4 -,,/@ OAAt.JA� ('10 7/0Z HAROLD A. GARCELON R.C.E. 31681 DATE: 2 RRD AwIN&'I W Na 319" Exp. '� - 40 0 40 80 1 "= 40' iiiia scale feet CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS II BY: STREET LFROVE ENT PLANS RNM LYTLE CREEK ROAD D BY: FF"A tlW -ZLY OFSlmm AVE RNM T AVE D BY: APPROVED BY: / R/LB ITY ENGINEER R.C.E. 5115Z DATE: 3 0 co q- 0 9 SUMMIT AVENUE Z J _• \ - v G NO.: I CV �- L 1 1 (1592.06) C; + N N O } I (1591.39) o BCRCN f PER MAD PLANS 2779 S CA INT. � �� 214+56.11 LYTLE CREEK RD. 566+49.81 SUMMIT AVE. W) 60+61.12 SUMMIT AVE. � .,. ,,. ►0.73 TC F1 co10-06) :--214+00 _ _ (100) TC (1590.33) FL 1590.45) EG 2 RRD AwIN&'I W Na 319" Exp. '� - 40 0 40 80 1 "= 40' iiiia scale feet CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS II BY: STREET LFROVE ENT PLANS RNM LYTLE CREEK ROAD D BY: FF"A tlW -ZLY OFSlmm AVE RNM T AVE D BY: APPROVED BY: / R/LB ITY ENGINEER R.C.E. 5115Z DATE: 3 0 co q- 0 9 1 „_ 40' o M coLO 01-16-02 �N G NO.: iC. co N O