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HomeMy WebLinkAbout5760-2`o 0 -o 00 0 N r- N a -1 Z di 0 0 J d CURVE TABLE 2 `� m J m rn (D--GRIND EXISTING AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1') ALMOND AVENUE 4� CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SUBGRADE PER S0II S RFPORT RFCOMMFNDATION (SFF GFNFRAI NOTF .31 & 39) RADIUS I DELTA I LENGTH TANGENT A 35.00' 2739'38 16.60' 8.62' z o a 3 SEE SHEET 3 O6 —CONSTRUCT 8" PCC CURB &GUTTER PER CITY STD. PLAN N0. 1000 0 o x " o `—'°° ao1 CD ^ 30' 7Q—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' C5 w N N Z C V=� .- Z N O z M �4 �'-+tn F- + ���� "�� + CD ? + N + w+ m + N w a o ®���'���'� o� 20' go- CONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002 (W= PER PLAN). LEGEND: s o w p a x o ¢a x W ® m w w— �— w N v vl ' i I III 10 TO BE RELOCATED BY OTHERS ifjaO 0 PROPOSED A.C. PAVEMENT I 13 I """ I -,11 I ( 12 INSTALL DECORATIVE LUMIN(IRE L� STEET LIGHT (165 WATT WITH CARPINTERIA POLE o ± M ` \ I - SCE PART N0. 10184043 165 W PER CITY STD. 404 (CASE 1) GRIND EXISTING AC AND OVERLAY nQ � N m I I } r �' I SAWCUT AND REMOVE EXISTING AC 1 2 I N - \ o a_ n 0- �+ i I n 13 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. 3001 SIZE #3. ® + \ IOf U Cry M PAVEMENT �c�zL �� ¢a' � vv i ------J_- I iPROOE EXISTING R/W W 4 i /�±+oRcv m C.I r N o -__-aSTNG EXI / -�I R/W � -- L-- - -�I - A --- ----- - 6 A -- - -- - -- -_-- - - '= — — — — — EXISTING CURB & GUTTER J \ - 4. �ply J.. —i2—�— ---- ---p ��q-----------�--————— -—— — — — — —. -"- 3N 89 4 3 2 � -� RROPOSED / 5 ---_— ---_-- --_--- —--—-------- -- -- -- -- — _---_--- �'--__--_--_--_--_—_—_--_—_— _----_ _a. _ \ _ S2S� — _..� .e �. —. -- e— —� �. `LL -- — — .—. -- —s — — — -- — — _ — . \ � R- 214 EXISTING - M y n 7 ro STORM DRAIN ± a ± N N J N w 10 10 10 10 GRAPHIC SCALE 40 0 20 40 80 160 JURUPA AVENUE ( IN FEET) 1 INCH = 40 FT. REV, REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA O SHOULD CONSTRUCTION OF REQUIRED 9 CALIFORNIA DC7AA-- Prepared For: THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N,CALLARD ENGINEERING QROFESS/Oh STREET IMPROVEMENT PLANS IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,�' Civil Engineering - Land Surveying - Land Planning 4 a y Z BEING: N 89'37'36 E Q DRAWN BY: U.S. BOWLING SCALE: 01-800-227-2606 ti�ti+n�.v�v.•vu� SHOWN HEREON AND CARRIED FORTH IN A 1686fi Seville Avenue y z o INLAND EMPIRE LAND DEVELOPMENT LLC Z DBW AS NOTED DIAL DILIGENT MANNER, THE CITY ENGINEER MAY C1 No. 36052 m TWO WORKING BENCHMARK: Fontana, alifornia 92335 w m BEFOREDAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO 9 J 356-16 Fax (909) 365-1795 Exp. 6/30/20 DESIGNED BY: JUR VENUE DATE: 5480 SCHAEFER AVENUE CITY OF FONTANA BENCHMARK GPS 21175 ( s Q DBW November, 2018 YOU DIGYOU DIG BRING THEM INTO CONFORMANCE WITH CHINO, CA. 91710 1" IP, RCE 15857 LOCATED IN THE TOP OF THE WEST ry CIVIV ` TOLL FREE CHINO, 548-0644 1 � , OF OA1-�F CHECKED BY: PR ED BY / DRAWING NO.: 2 CONDITIONS AND STANDARDS IN EFFECT ( ) CURB ON BANANA AVE., SOUTH OF JURUPA AVE. AAYM ND J. ALLARD, A.C.E. 36052 DATE DATE: ` w /� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=912.08 (expires 6/30/20V0 RJA CITY ENGINEER R.C.E. 51152 5760 4 Filename: I:\US Bowling\Fontana\DWG's\FINAL DESIGN\STREETS\STREET SHT 2.dwg