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HomeMy WebLinkAbout1884-4693 9 LNPG� SPS top to " i CO cd q U (0 g R rn \\��55 6�4 ^0 7 +^ CU c� j " p, Q 4 �Z� 12 �� x.33.69 Z,20 40 J `J =790 37.41' 3 �'Io 80.3770 •," f • ` • 7 gyp• ,y, Oti �� // A-V ROAD= �h\ ' .I SN EF D N A 0. 00 CL•��OIOAN�0+0 0 CI-• �' B 6' 75.00 6 X10+00.0 2 o BSG. _ „L� 10+38. 00 B. C. R. ST. STA. 11 4-15.00 C.L. C.B. No.3 PER L.A.C•F.C.D. D A# E===--::� 13 - Ig DWG. NO. 2 - D163, W= 14' V= 41 W / LOCAL SCALE: I"= 40' DEPRESSION PER L.A.C.F.C.D. DWG NO. 2 - D88 CASE u C" SEE SHEET 7 FOR DETAILS 12+35. 00 CL. INT. SHEFFIELD ROAD1 14+73. 00 CL. INT. SHEFFIELD ROAD =10+00. 00 C.L.CANTERBURY COURT 401 TRANS.=10+00. 00 CL. BRISTOL COURT 8"C•F TO 6C•F o 9 9 9 9 9 9 9 9 Q 9 Q 9 9 9 0° w 9 9 Q Q Q Q Q g I I I I I U. �' w �. o 7-1 21. 22 8 00 9 10 0 CS 11 12 0 13 140 o i5 X16 0 0 17 180 0 19 20�. �� "� `�� o �( I� SIJ NIS +I� ole MIo o}p �_ p p W U p o �W 9 .-. • V .-. • V N. U V M V 1 M I U I -1 w i- (_j I I J 1-419 I U N I p •-•• Z o 2 3 �E P ' _i V V CO O v O v _i _ i a V � CJ �. o� 46 II 0 6 I "' � , �• I I I 3 6 ( I00 1 L.21, 23 L-32.40 �,; k�5, 2 CL• 40.00' 40.00' 40.00' '40.00' 40.00 ' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 32.04' I i3.6� t'' V:v+ i .r•n r ,. n 1 !1 • t."..ti,• J,; y,•. . >'r..t _ rt•. t w. .ti .�.• , .•,. \ [ :;;�, � �O'�O •.ti L.•t. i' t. • r •\ ,: .� •' .r.� •t. •' .L. .� 7. •, .• 5. :.:.' I J .t .'u ' . .t.,.a ,t'J; .. �!.' ?. J TC OO 10 h S�' I0 8/.39 TC \G 8/ 65f1 • ; 80.8 h 7 i2 7 Fh 13 N 0' 08' 50 W o N 1 14 $\ �� 4 O 8I 15 f L 2 6 16 �2 ��ho� X23 �5 �� 24 ---+-- - --�-- - - i- --i -- --�-- - - i, 3 6 80.44 TC 4 �� �°�� �80.76 T C. 3 6 a"' CO 8/.40 T C A 4 �� ��� �h 81.53 TC• 2 6 2�1y. 0�� p�\' 82. ?8 r. C• \ i 7 ' o 79.77 f 1. W 1°� tib' ��. F\'' 00.09 FL. N 60.73 fL. ��,. ��' gyp. FV gl03 ft. X2'0\h 8t 78 Ft. E4. Io o 4• ,1 5 1 I 5 I 0 25 78. 73 8 � H 1ti� 78.73 75.00 �2 ..• I A , � 74.50 74.92 ���,� :�; v h' G ;•• E. C. R. ��, wIt 4 _��. B. C. R. 10+38. 00 E. C. R. �s' _ W _ �r° 10+38. 00 B. C. R. 10+37.81 E. C. R. _ o N10°50' 00"E (RAD) J N11°07' 40"W (RAD) o �6'' V to o `Lh o 8p9 W ^ N o fi0 �; 61 �; ,; 68 69 .► 78 79 s� W e� els P. R. C. CURB 0� o� � o: I h �8X `. " 7 o +� � b `� � o �? I ��\ P. R. C. CURB N23' 42 13 W( RAD) "� .� cv cb Z I tl Uj ; , % 0 4� �' �„� C t " 1 m o I �� 90. 00' 1 " z 90. 07' 3� N N23 07 44 W(RAD) Z on t m a 26 10+77.96 E. C. CURB 803 U; -TC 803�F1.5 0' o 25' 25' 7' 18' 18' 17' o+ SEE SHEET 2 NOTE : SEE SHEET 6 FOR STORM SNOWDAN ROAD / DRAIN DETAILS & PROFILE SEE SHEET3 CANTERBURY COURT ST. STA. 11 4-15.00 C.L. C.B. NO.3 PER L.A. C. F C.D. DWG. NO. 2-D 163, W = 14 1 , V = 6.0 ' W/ LOCAL \1� DEPRESSION PER L.A.C. FC.D. DWG. NO. 2 - D 88, CASE 11Ctr S.D. STA. 4107.03 SEE SHEET 7 FOR DETAILS = ST. STA. 10-1. 9 4. 00 C.L. M H. NO. I 6t - I4 - - 6' PER L.A.C.FC.D. DWG. NO. 2-D393 8 C•F: 12 I.•_ 7' �12" 8"C.F. L=5', H = 4 �, T= 8", SEE SHEET 7 FOR DETAILS i I Flow _ Flow W � LY SIDE Point t A �- I U IL H' LIZH H LL r t0 CO ti - --I-- CO ti - - lA - to -o - r o o 5 0 - �; z 8?6`�lc' _", 10+77.81 B. C. CURB 25 25 w ^ 5 pt `��`! � 11 1' 18' 18' 7 0 25' 25' c -i �,- 18' 7 SEE SHEET 5 t; BRISTOL COURT SEE SHEET 5 COVENTRY LANE SHEFFIELD d ti o �,9 M m rn STA. II+ 15.00 LOCAL DEPRESSION o' o' PER L.A.C. EC. D. N 100058 50 20.00 35.25 24.25 CURB RETURN O z ai G o 136' 49'58* 58.00' 138.51' 146. 61' KNUCKLE OUTSIDE CURVE L DWG , NO. 2-D88 CASE �� C J_ .JJ OF 89' 43' 11' 38. 00' 59. 50' 37. 81' CL, CURVE P U Lc+ �� U. OE 89' 43' 11" 20. 00' 31. 32' 19. 90' CURB RETURN o o ~ d 6 ~ Co 0i CO( �� CON CO 0 137' O6' 47" 58. 00' 138. 80' 147.67' KNUCKLE OUTSIDE CURVE o' 0 0 m m m rn m °' © 23@33'23*' 62.00' 25.49' 12.93' KNUCKLE REVERSE CURVE I 11 OB 90@00'00" 38. 00' 59. 69' 38. 00' CL, CURVE Flow ( Point' A Flow Ao 90'00'00" 20.00 31. 42' 20.00 CURB RETURN 8" C.F 12" 7' ' 12" 8" C.F E' LY SIDE MARK 0 R L T COMMENTS - - - CURVE DATA 6' 14' 6' BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 ROAD REV. DATE CIV APP DESCRIPTION DATE I CAW, 'Y Musser Engineering Consultants Inc. 2698 MATARO STREET (818) 568-2465 PASADENA, CALIFORNIA 91107 Drawn by PH ,2-Z$ Q19 Design by: by: R.C.E. 40982 at EXPIRATION DATE: 3/31/91 Checked by I F. Approved : GEORGEI MUSSER CONSTRUCTION NOTES 0-- CONSTRUCT A. C. OVER COMPACTED NATIVE SOIL. (SEE GEN. NOTE 6 ) �- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) 3a- 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. ) O-- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. 6 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. (EXC. DWY S) 7a-- ADJUST MANHOLE COVERS TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 Og -- CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 10 CONSTRUCT STREET LIGHTS PER CITY OF FONTANA STD. 11 CONSTRUCT 18" R. C. P. STORM DRAIN 12 CONSTRUCT 24" R. C. P. STORM DRAIN 13 CONSTRUCT CATCH BASIN NO. 3 PER L. -A. C. F. C. D. DWG. NO. 2 -D163 14 CONSTRUCT M. H. NO. I PER L. A. C. F. C. D. DWG. NO. 2 - DI o2 19 CONSTRUCT LOCAL DEPRE55ION PER L.A.C,F.C.D. DWG.NO. 2-D89 120 1 GRAPHIC SCALE CITY OF FONTANA ,CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE $CQ1e1"= 40' TRACT N0. 14631 Date: STREET IMPROVEMENT PLANS Ae,: 0 r� Dw6 No. Approved CITY ENGINEER R. C, E. 2812 6 g4 7