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HomeMy WebLinkAbout5461-2T - - co T LU 14 0 1420-- Aa _ T F- - - - TNt ci T eq T - UL r Ii1 _ LLIT 1 X20 1420 -_ 0 Cy) T _ LL -_ T W OD 0) SCALE: HORIZ 1 "=20' VERT 1 "=4' T T 19+00 20+00 21+00 22+00 23+00 24+00 D_ Q W p J .16 L Q o DIRT Z 6' H. IRON FENCE _ )r -D- -EI- _❑__ �.� -�_ _❑_ _07 JUNIPER A VENUE DIRT � �' -(1430) _---- I ---- --- C7 d �--(1428)-- I o ------- ��. _ _ 0 ❑ - - (1426)- - - - �, a - - I� `l _ � 6' H. C.L.F. 6' H. IRON FENCE _ _ - - - a 6' H. C.L.F. �- - - - x 6'-H--C.L.F �° - - - _ k= - X`= `�-=X =Xs =X - -C- =X- - ==�'�C �X� X -X- =h`_--� - : X- --X- - - -. - -� :,ifc- -3C- -X- - - - � 4=-iC-� =�E_ -)f- -� moi(--�C�i-X- - -3f-- if X- -X- -X- -X- 7X- x -X- -X- -X- -X- -X- -X- -X- ¢2629 x1422.82 ���I �� �// _��� �� ti� ��--- / 01 _ s / x 1423.50 / x 1422.20 / x 1�8 77 N +��1 `� / + �� i r O / / \ i h „ Ln y t�. 4„,rT._/ ci O A� X12 324 GWMR- - - � - o n ? _ - Y X12 4 o MR - - �` - S wER MANOlOLE , 1-12 3/4 GWMR- - _ Qco a / ; T EDGE OF A. C. PAVEMENT I- Q s, m / / EXIST. / o EDGE Old A. C. PAVEMENT I W O , � + O+ `j M i SEWER AI ANHOLE PROPOSED SEWER MANHOLE I / / >- A� / r0P OF Alm= 1417.05 O �I �� / N M 70P OF R/_R 1421.74 INVERT= 1407. 15 �Oti Q ti� o I� vl J / I INVERT= 1404.51 l N _ U , 19+00 �� 20+00 / v INVEI•�T= 1407.81 X21 +00 ti 22+00 4i W tL, IW W 23+,00 2646.57 a M 24+00 50 n N 00.01 57 W op _ �- op - - - _ / I - op _ / � I-. - �- -� - - f-1 A16.- - - v- - - - ' co /� - - Z co / I - Q T -� -� t° N / U) W W1 i I 1981.17 .I r �-. l 175.20 - .I -� �� �' _�_� �� o W ~ ( (m 175.20' ,' `� ti i- - x / 315 00' - ---}J1.,I �- -L - - _SS_ If) Q)to � O 1� irk eF DO - o ) LIJ�I_ / / ",I „ o v ON ao rnN o Flo o+o�� L dI� �� �-a I o, o _ q� ,� o co to O oo ^ rn T r� o !}• vi o / EDGE OF A. C �� 9 too I rn m I O oS c) 0_ 5 I I 5 .t <f <h C� N CJ a N z + _ _ PAVEMENT _ 1 � N / � - cr p ^ •� !t � � a0 I ) I rn „ „ ,� ,_ � + �_ v M o_i o_o NN � O � k N N M N N O WQ N NIN N N Nm N N N N N 5 1 O N �CL W ON et V� �y N p � I tl- � O I � I N I � P-- I� O Uj d' �rry �t N� -- �d --- -- N^ N 1 7 1 �- O A oOp,-,y �,< u, �,-, - U M _ u,-=RE7 �" �- / DIRT to U T �JI______ _____- - -__- -____- I - -___ -_-_ --_ ___ __- ____-_-= POWR P j I w- -6cv _ -__- -J -=,�_- _L_- 1-�- J 00 °0 L lGH T POLE PROP. PARKWAY ND I G�JTTE - 2 L / O 6 I z rn rn I Z \ oPARKWAY \ x 1423.63 EX. R W S 00.01 '57" E PROP. PARKWAY R,�W / M �. o 00 "? NWL-_____' --- - _�--_��l _ ___ _ 2 _ I / 350.40 ' I _-> (D(D �nc� \ ►� --_� ___ ___ _ _ ___ _ _ W �r SAN 3 --- ,-„-- ---- -.--------- 3 Tu 421.21 TC -X--X- 41 M��L--^-p Z c� o - _- S 00'01 57 E 74.80 7 , 2 ( I Z S 00'01 57 E 79. x / ,� T - - �, T ao Z EX. POWER POLE O ' 14 1 67 7CC 420.54 FL 1��0 45'54. TO BE PROTECTED PLANTER 70 I� \ PROPOSED \ E 49 o \ O9• r, / PROPOSED I o ❑ v' �� � 147 1 \ L.S. R W PROPOSED 43 -�, 1420 98 L S 1 PROPOSED / / W I \ I \ R W L.S. I L.S. 44.2 W Rlw L. S. 2s<< X ----- I, Z, v 1 _ _ 6' H_BLOCK WALL - \ \ 3 ,+ •� � Ams \ \ \ � > \ S�• � 11 � GRASS k�0 60 I s� \ \ \ \ R� �� O 21 t 4.33 1��1' •�1 f 420.41 FG L-Li�I \ o O, '`� 1421. 3 CONSTRUCTION NOTES - - - + r- � I `\ �_O' 112 1.PECR 4 �� ' X ' I I❑ / •- �} \ 4j g0 F` I STA. / /co 2 / 1 \ 1 23. I 21178.34 � / I o I❑ / 0 1 CONSTRUCT 8" PCC CURB &GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 i o 00 15 I LLJ 1421.53 TC / °2 I + \ 142 1. 03 FLIt ca X 22) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1003 o I a k,Q? 0) BCR © CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1006 i' I ?�' N H,LXON W ® INSTALL STREET LIGTHT PER STREET LIGHT PLAN. � C/\ O5 CONSTRUCT 8' WIDE STANDARD CROSS GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 403 GRAPHIC SCALE L Q © CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007 20 0 10 20 40 80 O7 RELOCATE EXISTING POWER POLE (BY OTHERS) I r ® 00 CONSTRUCT 4.5" A.C. PAVEMENT (MIN) OVER 12" (MIN) OF 95.x' COMPACTED NATIVE SUBGRADE, ( IN FEET) V PER FONTANA STANDARD PLAN NO. 400. 1 inch = 20 ft. © INSTALL FIRE HYDRANT PER FONTANA WATER STANDARD PLAN. Prepared Under The Supervision Of p o SHOULD CONSTRUCTION OF THE REQUIRED �a�r�,, LANDEVELOPMENT CITY OF FONTANA CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO Q g. S4+ ENGINEERING, INC. STREET IMPROVEMENT PLAN 7340 E. FLORENCE o �� �o �C �p DOWNEY, CA 90240 AVENUE, SU/TE. 211 VVV.NWv*A-A6W U!YEARS OF THE DATE OF APPROVAL SHOWN HEREON �; �� DRAWN BY: SCALE: " co2�„sa ~ (562) 325-8893 TEL PARCEL MAP 18420 DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE * * (562) 309-8161 FAX DESIGNED BY: JUNIPERAVENUE276'fN'LYOFBASELINE AS SHOWN BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE evengineering®yohoo.com ,+ DATE: YOU DIG YOU DIG s'r CIVIC �P EAV AVENUET01981 _ LYOFWALNUTAVENUE 3-30-2016 REV. PLANS TO BRING THEM INTO CONFORMANCE WITH qrf of CAUF��a Date CHECKED BY: A0ROv DRAWING NO.: 2 TOLL FREE 1-800-227-2600 DATE:Ir'��/� 5461 rj A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE EV STANDARDS IN EFFECT. PABLO B. SANCHEZ R.C.E. 29664 /PBS EER R.C.E.`"�