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HomeMy WebLinkAbout3371-2fALL.251.89'LF. I ,T. ell I 1ll 8 W z o=M N ,o W Z X I I 50,11 2 25 9' 1 18' , 1' 16.5' _15' 15' I SULTANA AVENUE SEE RIGHT r _ VERT. EES 1 4 12+00 ��``a �1D A. s0F +00 14+00 15+00 16+00 ca W 25917 Z m cr. EXPIRES 12/31/09 CiV11.P STA. 12+56.56 1 OF 6RL1F0� �_ M. H. NO. 2 5' S'LY OF (� = STA.34+36.03 SULTANA AVENUE I3 W 3 3 3 3 m 3 mLo Lr) ,� 3 0 3 m ^ 3 CN + .r1i I + I N I � l_ N ± rS, i '' + W) + I C' STA. 10+01.00 JOLIET COURT - �_ M.H. N0. 1 5' S'LY OF q /moi � • SIGNATURE 7- DATE OWNER / DEVELOPER: VA 5 INEW VEST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 i OLI 1 1 A SCALE: 1 40 F71 rl■ l IIL ■■� 0 4• :0 •0 BENCHMARK: CITY B.M. NO. 361 ELEV.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE 'v. 71 SEWER LATERAL TABLE STATIONS LOT DESIGN AS BUILT LOT 1" 1 10+82 r xi 2 ,mac ,£ 14 , .. .._ ., 5 ... m .. 4 . `�. .. 14+19 5 12+97 w 14+11 6 r-1.355 18 -I 7 13+67 r 'v. 71 SEWER LATERAL TABLE STATIONS LOT DESIGN AS BUILT LOT DESIGN AS BUILT 1 10+82 13 15+47 2 ,mac ,£ 14 15+44 3 11+93 q 14+74 4 12+03 16 14+19 5 12+97 S i v e. w « n- «vxx..wr.Twn...iw c, rtea-evw+..vuxmwaun «u,✓.........,,....+..„cw+.ua.+e+:.s....s.m...,.am..++.,+..a.,,w.aww.n:+.mea.,+v e, mr .mv. ::.a w.�...c.,...o.�.«,,•..,«w..s«.w>n�«+w.mn 32+00 33+00 34+00 35+00 CONSTRUCTION NOTES �'J CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 (W2- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 4 INSTALL INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 STA. 33+14.03 STREET STA. STA. 10+01.00 JOLIET COURT EXISTING M.H. 1' E'LY OF=STA. 34+31.03 SULTANA AVENUE PER DWG. NO. 3018, SEE M.H 1 M.H. NO. 1 MODIFICATION DETAIL HEREON ' INT. 34+36.03 SULTANA AVENUE 3 5' SLY OF 2r �O = STA. 10+00.00 JOLIET COURT EXISTING 8" V.C.P. SEWER EXIST R W PER DWG. NO. 3018 .. A PAD=65.3 EXIST. 20" WATER ' `" ✓ r -rl- _ - 34+00 - - - :. S� P• 15k5 3 — - - - 32+00 _ N00'03'21" E 35+00 STA. 15+57.43 L c 33+00 „ \ o Q TERMINUS M.H. NO. 3 1 Lc °� 1 EXIST. 8 WATER N 'n 2 U-)? 0 5'S'LY OF� ---- 12 r-=�=_ _= N n 84.02 66.87 I I o II ' z °PAD=65.3 EXIST. R/W � <13 C 23 mPAD=65.3 25' 2 � INT. 36+39.90 SULTANA AVENUE � 18' 18 STA. 138+02.32 BASELINE AVENUE 3 JOLIET COURT s rr�rr J �% s TA33+48 �0 M, N, SEE LEFT 9 cov ST, N1, i4, o vc-9 'X EX/57-, 8" SF -WE 3 I _/EXIST. SEWER M.H. r"ANA AV N U S U .1 EXIT. 8" ' � -', � SEWER �� �� SEWER PROPOSED 8" a ESS EXIST. TROUGH71BREAK OUT PORTION OF MANHOLE o N BY� t Q��F !®�q \ AS NEEDED TO RECEIVE NEW 8 SEWER cr� �o �� � L AN E� A sso c,(,,2�rE s w 27 4 IN. 9 7 SSR CET No, 24838 „ ' BREAK OUT CONCRETE TO FORM A TROUGH U C�1iJ 17 CA 17 8 Exp. 12-31-07 TO MEET FLOW OF NEW SEWER. BOTTOM OF TROUGH TO BE 8" DIA. 00)—C)81— /800 �d� coVlo. M.H. MODIFICATION DETAIL orGA�®® NOT TO SCALE 7—&1gPANce A. LANE ¢ Z-3/ 07 CURVE DATA SEWER LATERAL TABLE STATIONS LOT DESIGN AS BUILT LOT DESIGN AS BUILT 1 10+82 13 15+47 2 10+92 14 15+44 3 11+93 15 14+74 4 12+03 16 14+19 5 12+97 17 14+11 6 13+58 18 13+55 7 13+67 19 13+00 8 14+22 20 12+43 9 14+77 21 11+45 10 15+22 22 11+35 11 15+50 23 10+48 12 15+53 CURVE DATA lZ cE e- S 3 B EA /-. I - D 519 14 1 1495.00 138.82 69.46 SEAL -ENGINEER CSL ENGINEERING INC. ROFESCITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS ' QS/p NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A. s�ql 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DRAWN BY: P� of F SCALE: APPROVAL SHOWN HEREON AND CARRIED FORTH INA ���� 9y �, SEWER IMPROVEMENT PLAN DILIGENT' MANNER, THE CITY ENGINEER MAY REQUIRE w ¢ ? m (909) 785-5122 FAX {909) 785-5180 SE 1"=40' 1?AS 5-30 07 REcoTzS �er�w�NC� WITH 7HE �XCE�TioN of , © REVISIONS TO THE PLANS TO BRING THEM INTO No. 25917 DESIGNED BY: TRACT 16380 DATE: * Exp. 12/31 /05 0rHE,25, WyiC# l,W 00 -Be WA15rZUcT&D AND A5-�3v/LT CONFORMANCE VIIITH CONDIT101IS AND STANDARDS IN s * PREPARED BY: R.C.E. N0. 25917 SE LIET RT NOVEMBER, 2002 ;K BY 3DATE ,4bD /1/EW S. 14, H, �" ,C)P) !lil,4/�! a R• E q��,pF ICA`\FO���Q EXP. 12/31/05F 07 CHECKED / DWG. N0. SHEET EFFECT. /� � REVISIONS ��a���= �f • -� DATE: � - ¢'O3 QQ�� DEC A D BY �, ENGINEER CITY RICHARD A. SCIANNI ""I CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 JN596/06-04-03/596SEWER2.DWG/S:40 Q DELTA RADIUS LENGTH TANGENT OA 3'46'23" 2000.00' 131.71' 65.88' © 3°46'23" 2005.00' 132.04' 66.04' © 5°19'14" 1500.00' 139.29' 69.70' lZ cE e- S 3 B EA /-. I - D 519 14 1 1495.00 138.82 69.46 SEAL -ENGINEER CSL ENGINEERING INC. ROFESCITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS ' QS/p NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A. s�ql 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DRAWN BY: P� of F SCALE: APPROVAL SHOWN HEREON AND CARRIED FORTH INA ���� 9y �, SEWER IMPROVEMENT PLAN DILIGENT' MANNER, THE CITY ENGINEER MAY REQUIRE w ¢ ? m (909) 785-5122 FAX {909) 785-5180 SE 1"=40' 1?AS 5-30 07 REcoTzS �er�w�NC� WITH 7HE �XCE�TioN of , © REVISIONS TO THE PLANS TO BRING THEM INTO No. 25917 DESIGNED BY: TRACT 16380 DATE: * Exp. 12/31 /05 0rHE,25, WyiC# l,W 00 -Be WA15rZUcT&D AND A5-�3v/LT CONFORMANCE VIIITH CONDIT101IS AND STANDARDS IN s * PREPARED BY: R.C.E. N0. 25917 SE LIET RT NOVEMBER, 2002 ;K BY 3DATE ,4bD /1/EW S. 14, H, �" ,C)P) !lil,4/�! a R• E q��,pF ICA`\FO���Q EXP. 12/31/05F 07 CHECKED / DWG. N0. SHEET EFFECT. /� � REVISIONS ��a���= �f • -� DATE: � - ¢'O3 QQ�� DEC A D BY �, ENGINEER CITY RICHARD A. SCIANNI ""I CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 JN596/06-04-03/596SEWER2.DWG/S:40