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HomeMy WebLinkAbout2477-3SURFACE :l zx o w 0--j-00 i ( 28.48' i the• ��Q-PQ glO 0j \�J 56.52 LF OF 24" RCP 1500D CONSTRUCTION NOTES & QUANTITIES O CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED 1 NATIVE SOIL. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. O PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F. O PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. ® TRANSITION TO 8" C.F.) O CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL 104. OCONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 6 AND LOCATION PER PLAN & PER CITY STD. 105A. OCONSTRUCT RAMPED CURB RETURN PER CITY OF 9 FONTANA STANDARD 104-A. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT OF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 20' INSTALLED BY SO. CALIF. EDISON CO.) CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 102 W=16' TO BE FIELD LOCATED. / ROADS I ---- �_n m00_ 37.66 24" R 11 +34.31 C CURVE DATA No. DELTA RADIUS LENGTH TANGENT Q 36-52'12" 62.00 39.90' 20.67' Q 253'44'23" 38.00' 168.29' - ' Ns_ LEFT TOP OF CURB LEFT TOP OF CURB LEFT TOP OF CURB 18' FF C. L. (6" C.F.) 18 C FF C. L. (6" C.F.) 18' OFF , C.L. (6" C.F.) L=84.14' L= 9.90' . L=84.14 L= 39.90 tv L=84.14' A L=39.90' ' • to m U ds U ci (4 `f U rh cj IGH M I H m;� +~ M� IGH GH ©� a^ 6(0S `� 0r ,t o+ a, o -� o a „� S :0.0040 _ U) $ c� `� o S 0.0040 S=0.0040 • s 0.0040 V) Vf 0 0 d S = 0.0040 S= 0.0040 s V_ N � EXIST. GROUND C/L 0.0040 S = 0.0040 S=0.0040 / EXIST. GROUND 0 C/L • CENTERLINE CENTERLINE �=100 C. EXIST. GROUND C/L 50.00• v.c. 50.00• V.C. _ CENTERLINE PVI=1 oos.73 50.00• V.C. o � � � PVI=1007.02 50.00' V.C. PVI=1006.04 W m w PVI=1005.73 50.00' V.C. p > 'U w Jo*.8 m PV=1005.06 o J. n 2 1� J4 NoO S O 0 . 0 r 0 m Ct(3*p�j rNoJ�o+h�Ur�jg o6 _j + ±31 -1 M •�J0 J1010 N V M 0 •� M J(o J.� J� J� J O to .� O 00 C•L• A h u+ U+ O± co h± oo ♦ UO Oto Uh JCA -jr" �0 -1 •L• C•L. � �� h� ^Q hOQ O� h O N� 00 0C)o ,♦ Up �0 r- C•L. NJL0(U�U UNUpU tl)JC4 JtA O O c�.-M to M tA.-� O*ptO+ UN + U QOQOF"O~O�0 QOQp �O �N M f� ♦ � tp + M O Q O Q h COO C� V_ t0 h,i+ + + + + hUco(3�� aoJo J 000+ do 00+ �o Cf) F- Qo Q`� N a� O� p co c0 cC O F- p to � V) co �' �ilj + mUMUM J♦�OCy c0 �QOaoQOeCO cp �m��0.-���m (n�N� (n0~pF-OQ cGF-pQ0 DO r- to M r (nom V(~n�-�op(n�NO 00 MSM 0�Oh00+ N�j000+ .�pF-0(npV Off'OF-p QOQp -M M N '- to to an tri r'OV0)Oto+ ��O0 F"pN�(n N N�(n F-p~pQOQ0 tri1Q-pQp (n mQOQOQOQO �coOM �c0 (�� tn� �O O N N'� o Q o (n S=0.0154 S 0.0098 �op�opNoc~i)�vF--ioNo �oQoao �r-M��F' W F -p W 63 cn�N� cnoF-0 �F-$do p. N�cn.-�S<t0cn��0 S 0.0098 �� (n N p (n s"o'0154 ,0 63 RIGHT TOP 0 F CURB s=o. 300 50.0154 S 0.0098 63 a RIGHT TOP O F CURB ss=o. 300 ,0. 18' O F • C. L. (6" C.F.) RIGHT TOP O F CURB Ss= o. 300 18' OFF , C.L. (C.F.) L=84.14 L= 9.90 1 8' F C C. L. (6" C C. F.) L=84.14 L= 9.901 m m L=84.14' L 9.90' m m U to od 1010 1010 1010 1� 0 1010 1010 + 0 Lo 2 r_ Of rn FT LIEF LEFT F+-Mh<h oEF to o F m a: r-: 4UpN 8 +-+ S 0.0044 ('Qh8 ooo � oto 0.0040 S=O. to 0040 S ri 0.0040 0 S 0.040 S=0.0040 S 0.0040 (n S 0.0040 S=0.0040 12+00 11+00 10+00 ,MIZ.1"-,W* 12+ 00 11 +00; 10+00 12+00 11+00 10+00 VERT. 1 "-4' 10'20'3040, so, 120 1600 CONSTRUCT STREET IMPROVEMENTS PER C4 $ TYPICAL SECTIONS ON SHEET 1 M h M n ANSELM CIRCLE ©w 0 ow pm o+ w o� r r WINDCREST DRIVE . r r WINDCREST DRIVE 11+34.42 C/L INT. JACARANDA CIRCLE < SEE SHEET 2 11+34.54 C L INT. CONCORD CIRCLE < K d SEE SHEET 2 N WINDCREST DRIVE I SEE SHEET 2 I I I 1 5 I 5 5. I 5' 2 5 I I I 5' 25 6 18 18 7 5 1 2 18' 18' 7 18 18 7 I 8 415 � I 23 4 I � 9 1 1 s k0F 1 1 h,� I 1 1 ,,,� d ' 1 1 0.�'� 1 1 1 O e.� 49 1 1 o Y o �• 59 O O o6. 1 1 0 s 1 1 I 6 ' .�-'� 1 3 6 21 6 5 �G I ti l �G I. I 11 �� � 11 g r d• �'� F 5 P.U.E. 2 5' P.U.E. In �G I 5' P . U . E . O Oh 2 �G l0 G �. � • t"� O 6F I�h � �G 5' P.U.E. 1 ,�A w N h°e 0• 1 0� N oti `� 1 N h _-�`'�o°`• O `'• '` - I _ -fly' o n `' _ I 1 5 P . U . E. _-�'�_o�o�n • �o•_ I 1 50: 2 1 LO o���`' kG 5' P.U.E. 2 1 LO fi1�� 't 2 1 LO �.���. 0 0 � 60 �5 000. 2 ,y� 1 0 �• 00 0�. 2 ',� 1 db o0 0� oh• 2 .y�'� 1 ,0'1 0• '� o c' o°c' - 1 1o I I 1 1� u 6 I h o 6 I ti o 10•� •� s �� � 2 y 4j• 2`u' (�j s I � O k• � 11__L / O I 51 56l� � I I 1� l� 17 77 5I I I 1 12 o WINDCREST DRI ,� r o WINDCREST DR to o M WIND REST DRIVE SEE SHEET 2 n M SEE SHEET 2 t 0 ++ + + Ir n 00 cr SEE SHEET 2 O() 0 2 o v O v - + � + v W r 10+00.00 C/L INT. ANSELM CIRCLE '` w m ��-1 •" C/L ''INT. JACARANDA CIRCLE o w 0 m =12+96.42 C/L WINDCREST DRIVE �; �1' C/L WINDCREST DRIVE < N0. C427n EXP. ar�llalr * �ao.00 c LINT. coNcoRo CIRCLE ANSELM CIRCLE JACARAN DA CIRCLE 15+88.42 C/L WINDCREST DRIVE (*CK { CONCORD CIRCLE REVISIONS APPROVAL DATE APPROVAL DATE PREPARED BY: CITY OF F PH•B & ASSOCIATES,INC.. 109 EAST HUNTINGTON DRIVE, MONROVIA, CALIFORNIA 91016 (818) 301-4410 FAX (818) 301-4415 Drown by. AET S O U T H R I D G E VI L LA G E Scale: Approved: TRACT 15793 Desined `� Designed bj►: Date: Robert J. 'OkgFman, R.C.E. 42723, --Exp. 3- /-08 Date HdCH mm STREET IMPROVEMENT PLANS FEBRUARY, 1997 Checked by: 4-7__t7_Dwg. Na. 3 CITY ENGINEER, RCE 25126 Date 2477 5 COF.DWG