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HomeMy WebLinkAbout1884-3112693 SNOWMAN ROAD SEE SHEET 2 5,6 _Li -I. 84 B.C.CURB 12+12. 55 N CURB P. R. C. L=S. 10' N23' 24' 33" E ( RAD) 0 o , rNj ' J �RDEE p,0 PB Ro 53 000�G�sNo 6. 1� lo- Vr ON C W 9 SCALE : 1 =401 A'N.e%A An ^I TA1T ADClMIiCCISI f1of%/IT* _ .I CONSTRUCTION NOTES Q-- CONSTRUCT_ A. C. OVER COMPACTED NATIVE SOIL. (SEE GEN. NOTE 6) Q- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) �- CONSTRUCT CONCRETE CURB AND GUTTER (8" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) 4�- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. TRANSITION TO 8" C. F. ) 5�-- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. ©- CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. (EXC. DWY' S) 7Q- ADJUST MANHOLE COVERS TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 g�- CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. gQ-- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 10 CONSTRUCT STREET LIGHTS PER CITY OF FONTANA STD. ABERDEEN w [� 253-44'23" 38.00' 168.29' - CUL-DE-SAC OUTSIDE CURVE 0 25-33'22" 62.00' 28.02' 14,25' CUL-DE-SAC REVERSE CURVE © 91'18'56" 38.00' 60.56' 38.88' CL. CURVE OK 91018'56" 20.00' 31.88' 20.46' KNUCKLE CURB RETURN OJ 138' 25' 42" 58.00' 140.13' 152.80' KNUCKLE OUTSIDE CURVE O 8' 34' 38" 432.00' 64.67' 32.40' W' LY CURB CURVE O 8-34'38" 450.00' 67.37' 33. 75' CL. CURVE © 4@31'20" 468.00' 36.94' 18.48' E' LY CURB CURVE OF 85056'42" 20.00' 30.00' 18.63' CURB RETURN 0 100' 58' 50" 20.00' 35.25' 24.25' CURB RETURN OD 127-30'01 it 58.00' 129.07' 117.61' KNUCKLE OUTSIDE CURVE © 23#3323" 62.00' 25.49' 12.93' KNUCKLE REVERSE CURVE © 80' 23' 15" 38.00' 53.32' 32. 11' CL. CURVE ® 80'23'15" 20.00' 28.06' 16.90' KNUCKLE CURB RETURN MARK 0 R L T COMMENTS C W 9 SCALE : 1 =401 A'N.e%A An ^I TA1T ADClMIiCCISI f1of%/IT* _ .I CONSTRUCTION NOTES Q-- CONSTRUCT_ A. C. OVER COMPACTED NATIVE SOIL. (SEE GEN. NOTE 6) Q- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) �- CONSTRUCT CONCRETE CURB AND GUTTER (8" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) 4�- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. TRANSITION TO 8" C. F. ) 5�-- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. ©- CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. (EXC. DWY' S) 7Q- ADJUST MANHOLE COVERS TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 g�- CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. gQ-- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 10 CONSTRUCT STREET LIGHTS PER CITY OF FONTANA STD. ABERDEEN w [� Qj &) CR- 7' 18' 18' I 7 �v z 9 SEE SHEET2 BRIDGEWATER DRIVE o DRIVE BENCH MARK R. R. SPIKE ON PP #674320E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918. 40 CURVE DATA I REV. DATE . E, PGR S DESCRIPTION COVENTRY LANE SEE SHEET 5 5 U' - T-1 •+ 3 0)I v v 3 p V N M o a �J Zb� 9 DATE I APP. 1 � U -J IN 31 SHEFFIELD ROAD SCALE : 1" = 40' `o 0 SEE SHEET 4 � 15.3 15-50 9 co 12+84.64 E. C. CURB If 5 1 '-- Q 6 Q o, C L=7.61 25 25' � o a- Q L=15.00' p, R. C. CURB 7' 18' 18' 7 � �' (; o M 67 a xg�' .� ' " '\ Q N23' 59 02 W 0 4.5' 4.5 " a ^ r, ,, o O (RAD) W o 12 o I z o � 66 • cv i I C� �► 32 W ^ O e N I z �,3 41' 9 U LN 4� �v,, 10 t ;.r1 � `,gyp o ob 5 ,.�.. p, o Z = I E C) 80 00 ° • M F r. 33 0,o to 0 0 5 9���0� N89' 51' 10"E I 2 z 0 0In 0.6 % - 1��- ' o 10 0 7 E eA�1 M ��' �1sbF nr 6� ° Qr' 47" w 1 34 .� „ o ' %.e b\. Vj 6 Q 64 0011(RA�.)� 2 ,f;; a I 8 LO00 • t:• o 4. 9 C2 N 31.42 oly iy C O Z � CdON -J WIv F 9�} �^, ' U0 V N �o 9 62 C3 CL: o�� z 61 U =1533' � �c N C4 -CZ OG z�v CANTERBURY NO. RCE 40982 � c�c � EXP. 3-31-91 CI VI OF CA d' Musser Engineering Consultants Inc. 2698 MATARO STREET (818) 568-2465 PASADENA, CALIFORNIA 91107 Drawn by PH : Approved Designs by: OEORO MUSSER R.C.E. 40982 Dat EXPIRATION DATE: 3/31/91 Checked by I•?. COURT 0 GRAPHIC SCALE 120 160 CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scale 1 1"= 40' TRACT N0. 14631 Date: STREET IMPROVEMENT PLANS Approved �/ '� Z3`fo Dwq. No. 3 CITY ENGINEER R.C.E. 2512E I ���