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HomeMy WebLinkAbout5462-214 0 14 0 - -- --- - -_ 420 1420 410 1410 "=20VERT SCALE: HORIZ 1"=2u - "=4' VERT 1 4+00 NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION. GRAPHIC SCALE 20 0 �0 20 ♦o ( IN FEET) 1 inch = 20 ft. BENCHMARK GL O CORNER INTERSECTION CITRUS AND BASEL/NE I. D. 357 YEAR 9/67 ELEV. 1395.00 FEET 3+00 2+00 1+00 WALNUT AVENUE STA. 0+00.00 - - - - - I I I i I STA. EXIS o3.77 I I I SEWER MANHOLE -------- � TOP OF RIM= 1421.74 (1421.86) + i INVERT= 1407.81 14 � 22) 1 (1421.19 F0) 1 1Fy _(1423) DIRT / i .� - - - - _ DIRT I 341 1cnr 34' 11, + Z \ \ . �6 r' I� I I 1421.63 T�� � � K / 83.62' 50.00' \ �� � II 1 618 I \ S 89'59'49 " E \ I oll z30 j (1421.26 Tq) I N 1 22 c j`14,2�gs ) LO �� _ l ?7 1 I �6 I - _ O � �, I SII I on koo I STA. 1+00.00 ATHENS 611 �/ - - - = STA. 21+56.37 JUNIPER _POWER POLE - _ ( oII h 4 \ PROPOSED SEWER MANHOLE #2 `� 3 3 ^� -7 ATO BE RELOCATED 1I 2 5' 1 „ Q A T ENS LA Q ,� 1 STA 2+82.59 S89.5949 E ;------�.-- ---- ---- -- `-492.62-4 TOP OF RIM= 1422.04 - 162.62' �C 2+00 �, - 30.001-• I \ + INVERT= 7411.75 '� SS rn SS I \ 3 STA. 1 +05. DO ATHENS O 2 c j + 2 I I ( I I \ = STA. 21 +61.37 JUNIPER r' 9 irk N �+ 1 II 1402.54 T 1 ti ti- 3 Q d Q 1 X 1 1419.3) W 1 1 PROPOSED SEWER MANHOLE //1 v� Cn �g TOP OF RIM = 1420.44 66V\Q 1 INVERT= 1407.15 X21) OZti - - - - - - J\ -c1 1 II h W �, I I ^ 1 \ S 89'5949" E I II I O d \ l LL 65.00 68.62'\I,11 GRASS r1 STA. 23+66.86 � DIRT 6'-, � � ^ / �s �` 4n- 1 I ' ' �� EXIST. N o / _ _1- I 34 1 34 IM I SEWER MANHOLEn+` o W 6 8 1 T P OF RIM= 1417.05 x O / N N I I N l i INVERT= 1404.51 �� Qy O I f I I p (1419 74 ) -1' I 1420.00 O I I - - -- II � _ - (1420)- - O P OI I (1419.07 IL) i I m IIF 1 x 1420.82 BASEL/NE AVENUE p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO o YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL TWO WORKING BEFORE DAYS BEFORE ,ITY ENGINEER MAY REQUIRE REVISIONS TO THE YOU DIG YOU DIG PANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 REV, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 0+00 CONSTRUCTION NOTES O1 INSTALL STANDARD 48" CAST IN PLACE MANHOLE FOR SEWER PER CITY OF FONTANA STANDARD PLAN N0. 2001. 2 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN INSTALL SEWER LATERAL HOUSE CLEANOUT AND CLEANOUT BOX PER CITY OF FONTANA STANDARD PLAN 2005 AND 2006. ® REMOVE AND REPLACE EXISTING A.C. PAVEMENT AND REPAIR TRENCH PER CITY OF FONTANA STANDARD N0. 1008 AND DETAIL A . -- --, / r ��C f 4D 141 / I r c XI`�i. �AVf.,tEJri 2- (R.#EtLj �{IV1 , i'/}'E?fit'- Af=i'Li1J`,F31.E I Gt�M�. t c Erna, 11�>+cr+� r�i`D,;Yxn; Ex EST PAYEI{P�i ti+tri 1 t, }lEl;UEt? VMERE UYEU,. (�.`c 11 R- J� %r LE 14/ 721 `T. _ / _J___ ..�. ---- ---L....-1•-�_-_____-._�. PAYC} wr- NOT TO SCALL Prepared Under The Supervision of : CITY OF FONTANA CAL/FORN/A ,o�ess10. LANDEVELOPMENT Q Q �( S® S. S, ENG/NEER/NG, INC. a�y � SEWER PLAN 7340 E. FLORENCE AVENUE, SUITE. 211 DOWNEY, cA 90240 DRAWN BY: SCALE: Q, CO2 �e34 (562) 325-8893 TEL EAV PARCEL MAP 78420 AS SHOWN 44-014? * ) 309-8161 FAX DESIGNED BY: ATHENSLANE468'+N'LYOFBASELINE DATE: eve gineering aboo.com AVENU TO 2134+S'LYOFWALNUTAVENUE 3-30-2016 EAV slur C10-�PP b -!L CHECKED BY: f OF CA01F0 A'dDate APPROVE DRAWING NO.: 2 PA B. SANCHEZ R.C.E. 29664 DATE�'���•% 5462 EV/PBS CITY ENGINEER11 2