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HomeMy WebLinkAbout2707-4i 0 m 00 M N 020 � c 1020- W� ' ' li- zQ 0ct M 5 ce [L U Q. V) Ca_ N a iz 4 - �m J -�. 10II J cL W O U) Q z c5 w O U -)w O0 tr O y' 0(X 04 04 mS o1`w 05 FINISHED SURFACE aa... to '- + o a N ~ pcn (n OVER CL PIPE vi + M M o N ro U r- N + O + t7 ¢ate cCQ� �o N U tom•- Q Vj '� 0 U F- •4 U Q HGL100 N V) F,GL1oo 010HGL10 _"" "�'010 HGL10 1008.8 WSto -- EXIST. 30" RCP �" '`� h• O J `'�' 00 - Oh Of CL 0 a_ N U ,,Z 000. Ld w INE x'B» s M d - z Q1oo 25.4 cfs .F w z o Q 10 =18.9 cfs i0 a Q1oo =6.5 cfs w Q 10 15.6 cfs z Q io =11.8 cfs 4 N Q10 =3.8 cfs m Moo •3.2 fps m w Moo =3.0 fins �+ + Moo =3.0 fps V10 -1.9 fps 0 000 Vin =2.0 fps �� 1;� C) V10 =2.0 fps M INSTALL 27.55 LF OF 24" RCP Q +C c 15 N CLASS IV -135 D . C� INSTALL IF OF 30" RCP INSTALL 22.78 LF OF 24" RCP CLASS IV 1350 D CLASS IV -1,350 D LINE A 10+00 11+00 2012+00 O I II d� a wM y) Z2. LLJ Q UZ ?r U mn Q w Q Loo w ! fsw 00 0- 0++ 4 J N .O 69 N43°50'14"E 9.06' { scf- VAUL s�.E VErAl 34.92' 57.37' I g�Low '.� - iN88510'4'-E 122 X ELW �. =11 N45.18'10"W 32.05' WIN 777 J7/ 374 8.49' 52.50' 52.50 64.01' px Q •� v�00 IUS C) (I 6 67 66 6 �a C) a �I won z a w AmsT M 44. To CMAP w W 0- CITE AVE (COAT RIM WITH ANT( -SKID M&TECIAL) L = 39.42' O.C. PROPOSED TOP OF CURET L) 18' LF. OF CL, (6"CF) v 6/4 n/4 0/4 0/4 w m co N M M,P N L=-30.(S0�' , o tiCC !� c fU-' o iU-' L=31.11 PI=1013.59 6 co + +I -±M± mu� PROPOSED TOP OF CURB 1 /4 n/4 n/4 44 w o « m Ir r; 18 LF. OF CL. (6 CF) [ O ci v m '. Q l o N o V) o O O M to Gn .- to .- L=38.72' m o + ►- a - cn ej _ 4TI'_ 4m «- o LO M + cn �- ��... 0 to R� 0.0045 TAN U U n + H o a W 00 m I + CNtj d V) a- ° M. 101 dr - an Moo a�"� -° FT m N ci Lo� N r t0 .- 0 553.69 V.C. ar CD rn + �- o 0 0 o ccn r Q' PVI=1017.68 00 oo 00rci o 0,�014�J T PwN 0.00 4 U w o""�JPROPOSED C NTERLINE m R" 0 m' TAN GRADE, NE M F4.� co O 0_ 0.014 -' M U) - r`-, (3 (b C3 + 0 c.P J L7 U) co .� co cj +. + + e-� Nto C.) N O d (3 + .- O to r PROPOSED CENTERLINE oo cox Ca + O M r P GRADELI E 41.95 "� �a � c3 .� N m¢ cb _,,, cb 40.00 V.C. 0, C. N o m o Li •�- M (6 �' o (n V) ~ cP ci w w PVI=1011.11 o w o + ui � o to o cn V) W cq N 0 04 C) m a ca N r o o cn �.■D- R'� 0044 TAN N -> �[' q O w O O _.,l O -i "LO 00 O 0�✓ O r O O M J U O� U r f!) .007S55 O G) 00 Qom,^ a� a o f + 101) '� r 0 C,�n O ua �r L c ojui -' Lj .- M Cy CV F- 0 o+Ir Vern omo aT o TAN ... o Q V) N Os[x 0 CV T L/), r"-F.V!C:1 :F00000,004w POP f - o R ---0.0252) �- 0. 140L=30.00' m 00.0 R = 0.0252= Q.0-55 L=21.82' L=32.10' PI=1013.5�9 > O.C. O.C. > 'n PROPOSED TOP OF CUB A/4 6/4 04 A4 6/4 AA 4 U � o0 o Fes-' L=39.82' 18' RT. OF CL. (6-CF)o + U w 4'4 n/4 s/4 0/4 m co w m O O r� r, Mo In C.5 r ac clf O M O f + Q U� W o Ki U U U 11-'N r m M It o �+- ' to „i'"�' p,J p C3 M H ~ 0 to !R` in u7 N M + + '' u ¢ «� O to 1015 X0)0 0 RIGHT - � U �� •- M N N � a CV 1 r - O� t- O O Ci aJ o+. �' 01 o 0 0 ��cn ,,- - 0 0140 TAN R- .-. ��p A CT�� � N r Q V) r ci M U) � co ¢ cn O R.M. TAN 0 d U to o o � PROPOSED TOP OF CURB + 18 RT. OF CL. (6 -CF) � � o o v) C) R rr Q.C1140 N N R 0.0040..0..6-0 .004.0 Ki ri 0110 PROFILE SCALE: HORIZ. 1 "=40' VERT. 1 ".4' 10-1-00 114,00 12+00 10+ coo 11+00 12-a�oc� �� or. WINDCREST DR. � + m 4' WINDCREST DR. w COLEEN ST. SEE SHEET` 2 �+ w o z`z SEE SHEET 2 SEE SHEET 4 O . u 1,6+32.70 ch I v C1 I N (� ^ v W I1 E.C. L4 C4r C-) 68 00 41�4_ :, t ! ()' + L) 11 �? 9 11+09.86 11, 6 1 71 1) 3 �' �, 80 1�6 72.6Ei I� ^��J � � W I �- 86 `� Z a 18+13.73 �„ h (� _�,R �g .Z ��� _.41.2�� BCR BC ���, d 6 /1 .3T A �. ' 2 � ,., y,;F BCF 0 to $,, -- ,06'ZS 4 II g _ p \ CL ST LIGH k 1 t) <;; I� �� i :` v 17 to 15.35 ' C 16.6 OO.G�O (�.L INT. 0 5 D 1 .0 C N 11.76 TC 11.62 I;1,`'1$✓ �j 13.1 TCtl N ao r (21 14.8516.1 FL 11 2 11.26 FL 1 j -,J 5 T v \ J 4 p OOD AVENUE _ 1.2. �' l° .'� r� n�os'i1"E o. r1o17'45`w ;�, 11 . 15.32 ts.Es o/ �,� CL ST LIGF'IT 4-47.03 �ti 11 a: �� - "� - 16.78 10 12.34 WINE DR. _ �/ O� 11.05FT co 1 2 11.76 TC 12.37 1C Q .'�� �% 13.23TC oa 2 1 1G1.55FL 11.26 fl / f 10+00.00, C.L INT. LEMON AVE. 15.3,.3 Tc C14 t1 / CI 12.7: L N :< ^ F c> =18+51.17 WINDCREST DR. 5 !� 66 TC •,5.6 q 48.18' 40.83' C �,a� pRC ,90't•t• ,Op'l �+6� 11 +85.88 1 1 s, E o9 ✓ �` 18 `-< �ok1� 1 +90.50 6 x•94 k c Lh BCR 69 92 `�' A: , �ti° `� r� SCR 2 1 1 S6'S b- <' 06 ry/ cn � 0 W ``' (NIU r \tea � . I 01 00 O ' cl 7: `� ,� 61 W m 110(n + i -�^ v w t+ m V5 m i; cr' 5= o COLEEN STREET 25 25 12+19.39 CL CB #3 PER LACFCD SEE SHEET S Z: Z c 1$' 1 EF' cZ 65 STD. DWG 2-D163 'N=14', V=5' LIJ W/LOCAL DEPRESSION PER ��� N z a Q LACFCD STD DWG 2--D88 ++ o 1 w SEE DETAIL NO. 2 HEREON .- U t I I 0 21 �- - - - -.1i E LE I�A 0 N A�'V E N � ( EXtcrT. 5 CONSTRUCTION NOTES VAVI'T ' CARVE RADIUS LENGTH TANGENT DELTA ( � I 62.00 .25.49.' 12.93' 23'33'23' 58.00' 113.06' -85.48' 111'41'00" 1) CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED I L - _ _ J , I I , NATIVE SOIL. �O D A C 38.00 4145 23.06 62`30'1 20.00' 21.82' 12.14' 62'30' 1 '€ " CCONSTRUCT CONCRETE CURB AND GUTTER (6" C.F.0 I 62.00 20.69' -1 Y-44' 19'07'14" GRAPHIC Sf`ALE="' PER CITY OF FONTANA STANDARD DETAIL 101). Peop cuNE 12 SC_E VAULT 20.00' 27.9E:' 1x.57' 88'a44'01� ', , @G 20.00; 31.86'' 2�J.45' 91' 15'57" 19':2Q'3,0'4 8 12110' 1 O C�83' 27'05'5.3" CONSTRUCT CONCRETE CURB AND GUTTER (6 C.F.C. F, � H 182.00 86.OEs' 4 1 58.00 138.80 1 L7.67' 137'06'47" TRANSITION TO 8 C.F.) ..' J 38.00 59.6GI 3 •00 90'00 00 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 20.00' 31.42' 20.00' 90100,00" J PER CITY OF FONTANA STANDARD DETAIL 104. © £ CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 22.50' 17.67' 9.32' 45°00'00" `--' AND LOCATION PER PLAN & PER CITY STI). 105A. Q 0 .OD' S4�.0n' 31.23' 6°1.31 3D CONSTRUCT RAMPED CURB RETURN PER CITY OFIm 22.5b' 27.80' 15.9' X0'4'1'27" FONTANA STANDARD 104--A. "�' "�"�' �������� ENGR'S CITY "�. BENCHMARK: REVISIONS AP OVAL DATE APPROVAL DATE 1: PREPARED B`�: CITY ("�O ��`� 10 INSTALL STREET LIGHT -5300 LUMEN HIGH PRESSURE UNDERGROUND SERVICE ALERT 14F SJO� , �✓ FIIXTTURE ON ORNAMENTAL POLE (MINIMUMF LENSE MOUNTING CALL TOLL FREE: (800) 422-4^133 R.R. SPIKE ON PP# 674320E AT THE INTERSECTION OF JURUPA AVENUE 1 tzEVl5Et7 5.�. G0�1N• 7EC� PIFLfi� CONt71T10N 0� 3Z��i0 �O� �� k`q�t�a SODIUM LAMPS. COBRA HEADS W/CUT F'H.� �� ��7�L�C1A�"Ex3,1'Nc% AND MULBERR`Y AVENUE. LVEE,2 S6E VAULT VE- A)L_ e CU2f=, VAMIF �' 'p ^► � _-' HEIGHT OF 25 INSTALLED BY SO, CALIF. EDISON CO.) - tea) �9, �✓ 1620 SOUTH GRAND AVENUE, GLENDORA, CALIFORNIA 91740 RF-Co12D DRAWING et 02 w -u y'� (626) 914-6256 FAX (626) 914-5756 Drawn by: SOUTHR I L✓G VILLAGE 11 Scale^ CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA NO. C42723 rn STANDARD 102 W=16' TO BE FIELD LOCATED. f ELEV. 91 $.4th � �' EXP. 3�-a1-aa :0 Approved: /� 1 -7 �, Desi lied b TRACT 1 4/ 5 8 � Date: c 13) REMOVE EXISTING SIDEWALK AND CURB & GUTTER, JnJG ,� � JOIN TO EXISTING PAVEMENTS c _ Robert . Oker non, R.C.E. 42723,. Exp. 3-31 0 bate 9lidcl-�•/ MTD STREET IMPROVEMENT FLANS MARcri, 1s�ls TWO VNORKING DAYS BEFORE YOU DIG F CIV 1 L EL�`p "A� Checked by: �,,X � Dwg. No. 4* _. ET -62M Cm' MI NEER Ob 2,70 7 -7 GI , RCE 5126 Date COFZWr