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HomeMy WebLinkAbout5515-2ci O r„ C>CO +Ui Co 97 v `✓ O ^, O �n d � 1 OD n Q O ^ v V75 EXIST GRADE C; -- + ri - C) AT ST CL a'rn e7' O n n � v v -► 74 O O C> N c+n n - � o 9'71 _ — " CD 976 {� r� �- 0D rn O Co Co c; 975 30.25' PROPOSED TC co + / 969 6 9 G2 32.0' S/0 ST CL °D o 974 74 ci �[19�, c� 971 970 969 15+00 15+ 16+00 SANTA ANA S 89'26'13.91' W — Q, CD ff ? oa 0 o rn o — — GRADE -BREAK— — — — o0 o\ GE HNE R/w SEE ON-SITE GRADING PLANS FOR CONTINUATION f I l f I J I I 16+00 m C) o 1.28% C) ~ r+. t- o a� Ln Cq rn i i / EXIST GRADE / 32.0' S/0 ST CL S 89'26'13.91' W Q= rI OAU' I ¢� :i¢cracr Q©�j -�v= -F uL°Z + mLO 'oZrr5 1 + n a-o �� C2 m W 30.25' 15 �iL1) J r7 O LL PP S- � O..r7 U' U U 1—U H Oi vs •• Q rn rn Cl i)�`o o — Q, CD ff ? oa 0 o rn o — — GRADE -BREAK— — — — o0 o\ GE HNE R/w SEE ON-SITE GRADING PLANS FOR CONTINUATION f I l f I J I I 16+00 m C) o 1.28% C) ~ r+. t- o a� Ln Cq rn i i / EXIST GRADE / 32.0' S/0 ST CL S 89'26'13.91' W Q= rI OAU' CD Q o6Jiti ¢� :i¢cracr Q©�j -�v= -F S 89'26'13.91' W + mLO © A -A: 0 oc AGiVCHOR C2 m M 30.25' 15 W n 00 7' cr =1.35% PP S- IN R=1.28% Q _ - I I .58 Raw 972.07 N f rn BW BASIS OF BEARINGS: BENCH MARK: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE CITY Of FONTAM EE'VI CHA6W NO. '517' COORDINATE 'SYSTEM (CCS83), ZONE 5, PK NAIL IN POLE #335739E LOCATED AT NORTH AMERICAN DATUM 1983 (NAD83) THE NORTHWEST CORNER OF REDWOOD BASED LOCALLY ON CONTINUOUSLY AVENUE AND SANTA ANA AVENUE. OPERATING REFERENCE STATIONS (CORS) ELEVATION = 981.36' "LORS" AND "EWPP" AS SHOWN HEREON (AaD ' f' 1970 ADJ) (BASIS OF BEARINGS; S 81'29'26" E). D_'NQ Rv J")"ll0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE Z-$00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 17+00 PROFILE SCALE: HOM. — I" = 201 VM. - I" = 2' 18+00 17+00 ,\7\7, o r z LIMIT OF�CONST�RUCTION S 89'26'13.91' W 14 °2 A -A: 0 oc AGiVCHOR C2 m M 30.25' 15 W n ^ 7' cr PP S- IN v n _ Q _ - - M rn R=1.28% 72 SOUTHERLY R/W — SEE ON-SITE GRADING PLAN 1 7.50 32.00' FOR CONTINUATION 16.00.1 1 VARIES SANTA ANA AVENUE q 5.00' 14 1.00' 1 VARIES TC ELEV r1 I AVENUE CURVE — J PROPOSED LIMIT OF�CONST�RUCTION GRADE 14 °2 A -A: U_ C14 oc o a C2 57'46'09' 30.00' 30.25' 16.55 rn� SOUTHERLY R/W — SEE ON-SITE GRADING PLAN 1 7.50 32.00' FOR CONTINUATION 16.00.1 1 VARIES SANTA ANA AVENUE q 5.00' 14 1.00' 1 VARIES TC ELEV r1 I AVENUE S 89'26'13.91' W I 15 I 19+00 9+00 +� z I U)U Ln -, U go LJO DO - c N- - - ----'--- - - -- - A. I CD I 975.09 FS JOIN EX. 9 �� OJOIN EX. CURVE TABLE CURVE — J PROPOSED LIMIT OF�CONST�RUCTION GRADE JOIN EXISTING GRADE SECTION A -A: N.T.S. 30.25' S 89'26'13.91' W I 15 I 19+00 9+00 +� z I U)U Ln -, U go LJO DO - c N- - - ----'--- - - -- - A. I CD I 975.09 FS JOIN EX. 9 �� OJOIN EX. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 57'46'09' 30.00' 30.25' 16.55' C2 57'46'09' 30.00' 30.25' 16.55 REV REVISION DESCRIPn0N DATE ENGR. CITY 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. STA 20+00.00 SANTA ANA AVENUE STA. 37+29.47 CHERRY AVENUE ('PER JOB NO. 3154) 20+00 O O n LINE TABLE LINE BEARING LENGTH Ll N88'08'08.94'E 5.23' L2 S89'26'13.91'W 9.42' STREET CONSTRUCTION NOTES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. PAVEMENT SAWCUT AND REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING DRIVEWAY 4 REMOVE EXISTING SIDEWALK �J REMOVE AND UNDERGROUND EXISTING POWER POLE (BY OTHERS) CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 CONSTRUCT 6.00' WIDE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 8� CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET 1 AND CITY OF FONTANA STD. PLAN NO. 1001 PROPOSED TRE O� HT (150 WATT 5DECORATIVE ) STREET LIGHT LOCATION PLIGHT PER CITY OF ER CASE 1 STD. 404 LUMEN HPSV 10 INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. 1004 0—PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY TO BE INSTALLED BY FONTANA WATER COMPANY 12 PROPOSED WATER METER TO BE INSTALLED BY FONTANA WATER COMPANY 13 PROPOSED FIRE HYDRANT TO BE INSTALLED BY FONTANA WATER COMPANY 14 CONSTRUCT 5' A.C. OVER 8' CAB. OVER SUB -GRADE OF 24' AT 95% COMPACTION T.1.=10 (VERIFY WITH SOILS REPORT) TO BE FIELD VERIFIED BY SOILS ENGINEER 15 GRIND AND OVERLAY EXISTING AC PAVEMENT. MINIMUM DEPTH 2' (5' MIN. WIDTH OR AS DIRECTED BY INSPECTOR) SEE DETAIL ON SHEET 1 16 STANDARD TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008 17 CONSTRUCT 18" RCP 18 CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN No. 332-2. ' 0 10 20 40 60 SCALE:1 "=20' Lost oa 'sMCN6-000©\34 \ \STREET13438sr-o2.an pFESS pihieneS Enyrneeriny, Inc, C1T''1( OF FONTANA, CALIFORNIA ©�• CML ENGINEERING • LAND SURVEYING STF��U� L7 a � FEORNwLEVARD STREET IMPROVEMENT PLAN y DLI714 521-4811 521-4173 FAX 714 rl '� DRAWN BY: STREET PLAN^ rPrepared Under The Supervision 0f : J.P. FOR * R.C.E.RCN0. 56155 * P P Exp. 12-31-16 Q DESIGNED P PARCEL NO. 19728 DATE: A AVENUE 09/16/2°16 1��' e I V l ti ��� Date ; - CHECKED BY: APPR0 BY: DRAWING NO,: or C A \1 INHARD STENZELV N0. 56155 R.S. 5515 Cl ENGINEER R.C.E. 51152 DATE: 3