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HomeMy WebLinkAbout3018-2I 1350 5;V) CD M. W 00 1345 "0: o it C6 Z v II + Q c0 M N N W Q J I N W � NIL 1340 E s N � q 1335 _ I — =0&04 165 1330 63.83 L.F. INSTALL 317.99 L.F. 8 EXIHA bIKLNGIH V.G.H. INZ)IALL )Z`I.UU L.I-. 0 tAIKA JIMLINUM v.L..r. L-^Iixr% J11\LI\VIII V.1 _ - - - -_ - 8.00 L.F. _ __-._ __.- _._-_ ---_ .____. _. -_ __ - -. _ _ - .____ -_._ ___- -.... _._ .___ _._ ____ ______ .__ ___ p EXTRA STREN G8" oPosED s PROFILE SCALES T 1 4 1 _-. _ ._..._ .-- -__ _._. _._ __ ____-- _- _ _-- -. __ ____ _._.- __- -___ __ .__ _ E ___- _ _ _ __. ____ __ _..-� _.___ _ __.. __ ._ _-.._ _ __... __._ TH V. . P . - - - -- - - -- - 77 _ __ __ _ _-__-- ._____ ___ _. HORIZ. 1 40 _...._.-- -_-- -_ , _ _ _. _ DWG. N 0. 3022 _ -- _-- _-- -- _ _ -� _ - ±-- _- R ACT 15964 - ._:.._z . !- _ VERT. 1 = 4 DWG. 302 1325 ' 22+00 23+00 f _ 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 �1I���;.rf���_Iw iii���.a�%� I—t'�-t� I. 7 TABLE STATIONS LOT DESIGN AS BUILT v DESIGN AS BUILT STA. 23+14.44 SULTANA AVEN. - ( 3 I l INT. 23+19.44 SULTANA AVENUE =STA. 10+01.00 RANCHO FON ANA 11 3 Z 37.54' 1 =STA. 10+00.00 RANCHO FONTANA VILLAGE PARKWAY 50.00' 50.00' 50.0 50.00' ( 50.0 ' - --o. 50.00' ---- 50.00' // l PROP. M.H. PER TR. 15964 1 E'LY OF l I 17 Q � 8 /- G-7 18 24+54 9 lvg 1' 23+76 4 28+54 � 7 ,r I® �• 18 =STA. 22+46.61 (STREET STA.) 16 14 13 12 1 1 10 9 7, EXISTING M.H. 5 4 ;_. �' I �19 + l �1/ C.0++ ++Lr) m �15 (jo � / ++Lr) BW � � BW _z � BW ++Lr) BW o0 I N3 rn +4- �.. BW o o BW BW ++ C) BW N N o "' r7 N ® BW N N BW �n N N / N �+ r EXISTING 8" V.C.P. SEWER N N N IST. R/W r0 M "' 10 O PER DWG. NO. 1295 1 EXIST. 2" GAS� EXIST. 2 N0'24 cn V) o , - ....� ..L / + R PLAN T EXIST. 8" WA ' -` r� L VR- +4 DWG. N6. 3022 1=XIST. F I D PARKWAY -71 73 'o © e © o M L • • • � © , d' _ ' • 1 iit� e'.A oil `dirk -i 92%1 T-, I I t\ 7� 7 7 7 g 3 3-79 0 80 M cr �n \ x 3�3 �, 42, Q` STA. 33+14.03 �l Al'T �x2�_.51w t M.H. TERMINUS NO. 3Y OF l I M 1' E'LY OF EXIST. R/W y nLATrn 7 + Y- 30+00 33+00 n _ EXIST;18" WATER 2 2 XIST. 8 WATER' �_ _ -- N s RANCHO FONTANA 4 VILLAGE PARKWAY SEE SEWER PLANS FOR TRACT 15964-1 SCALE: 1" = 40' 0 20' 40' 80' 120' 160' Underground Service Alert OEFORE yoG oc Call: TOLL FREE 1-800 227-2600 va TWO WORKING DAYS BEFORE YOU DIG OWNER / DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 375—A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CI1Y B.Y. N0. 361 SH.- 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE U U U3 U3 U3 U3 CON STRU CTI OCN OTES \\ 11 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 — INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 2a 33 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 4� INSTALL 4" D.I.P. SEWER LATERAL WITH HOT DIP BITUMINUS COATING HANICAL JOINTS OAND MEC - i;Z7e MavE ;21F PLA c E ,tic pANj 1 N C_ PER CAlY DwC- Nb• 131 aINSTAL -L_. S F- Uu F_ 2 L ATE SZ AL_ VEJ;F APWA. MARK I BY I DATE ENGINEER 0 REVISIONS w U3 U3 U3 U3 7 TABLE STATIONS LOT DESIGN AS BUILT LOT DESIGN AS BUILT 1 - 11 27+64 2 32+54 12 27+54 3 31+64 37.54' 26+64 50.00' :�,R/W 50.00' 14 50.00' 50.00' 50.0 50.00' SflAO' 50.0 ' - --o. 50.00' ---- 50.00' ---- - -- .00' 50 QO' 17 w 8 29+54 18 24+54 9 28+64 19 23+76 10 28+54 ,r �• 18 16 14 13 12 1 1 10 9 7, ' 6 5 4 ;_. 3 2 1 �19 + L0 �1/ C.0++ ++Lr) �15 (jo � / ++Lr) BW � � BW BW � � BW ++Lr) BW o0 , ++ 00 --__ a, N3 rn +4- �.. BW o o BW BW ++ C) BW N N o "' r7 N ® BW N N BW �n N N / N �+ N N N N N N Cn r0 M "' 10 O 1 cn V) / + s RANCHO FONTANA 4 VILLAGE PARKWAY SEE SEWER PLANS FOR TRACT 15964-1 SCALE: 1" = 40' 0 20' 40' 80' 120' 160' Underground Service Alert OEFORE yoG oc Call: TOLL FREE 1-800 227-2600 va TWO WORKING DAYS BEFORE YOU DIG OWNER / DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 375—A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CI1Y B.Y. N0. 361 SH.- 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE U U U3 U3 U3 U3 CON STRU CTI OCN OTES \\ 11 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 — INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 2a 33 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 4� INSTALL 4" D.I.P. SEWER LATERAL WITH HOT DIP BITUMINUS COATING HANICAL JOINTS OAND MEC - i;Z7e MavE ;21F PLA c E ,tic pANj 1 N C_ PER CAlY DwC- Nb• 131 aINSTAL -L_. S F- Uu F_ 2 L ATE SZ AL_ VEJ;F APWA. MARK I BY I DATE ENGINEER 0 REVISIONS w U3 U3 U3 U3 U3 U-1 AVENUE SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QRQFESS/p NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �o �o A. 3 APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE war ? m REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317 yt Exp. . 12/31 /05 CONFORMANCE WITH CONDITIONS AND STANDARDS INsqT clv1�. EFFECT. FOP CALF U3 U,1 U� �C CONTRACTOR SHALL INSTALL FLAT WYE LATERAL AND SHALL HAVEA CONTINUOUS SECTION OF PIPE CENTERED A MINIMUM OF 5, EACH SIDE OF THE CROSSING OF THE 8 WATER MAIN. 1ALLA9P F_NGIt4EE0f4G = . �• �, � Clv ll. �Gdry E� R! N� _ �.� � Pur�lix � LhNpsoQvey1Ill �, � 8253 �r!E�zRaA.�F1r�uE ! 1 NA �.1s•1.. CpQ••N f+, Z SEWER LATERAL TABLE STATIONS LOT DESIGN AS BUILT LOT DESIGN AS BUILT 1 32+64 11 27+64 2 32+54 12 27+54 3 31+64 13 26+64 4 31+54 14 26+54 5 30+64 15 25+64 6 30+54 16 25+54 7 29+64 17 24+64 8 29+54 18 24+54 9 28+64 19 23+76 10 28+54 U3 U-1 AVENUE SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QRQFESS/p NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �o �o A. 3 APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE war ? m REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317 yt Exp. . 12/31 /05 CONFORMANCE WITH CONDITIONS AND STANDARDS INsqT clv1�. EFFECT. FOP CALF U3 U,1 U� �C CONTRACTOR SHALL INSTALL FLAT WYE LATERAL AND SHALL HAVEA CONTINUOUS SECTION OF PIPE CENTERED A MINIMUM OF 5, EACH SIDE OF THE CROSSING OF THE 8 WATER MAIN. 1ALLA9P F_NGIt4EE0f4G = . �• �, � Clv ll. �Gdry E� R! N� _ �.� � Pur�lix � LhNpsoQvey1Ill �, � 8253 �r!E�zRaA.�F1r�uE ! 1 NA �.1s•1.. CpQ••N f+, Z LoT No . M CO cam-► 68 0 2�•9� 2A+--e� - 7_9541ZA 's 14 27 X02 2-t { SEWER IMPROVEMENT TRACT A �l Z ` � w ; o '-1 :Do ma 8n 32+10 ULTANA SE WEA 1..AT E. -Tizi GT 1&4-7-7 LoT No . bEs1GN 5A A—,> >o 1 �-v cam-► 68 0 2�•9� 2A+--e� - 7_9541ZA 's 14 27 X02 2-t { SEWER IMPROVEMENT TRACT A PLANS 15 -1 � 30 X99 Ty -E I 59 '-1 32a- l9 8n 32+10 CSL ENGINEERING INC. CITY OF FO NA, CALIF 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 DRAWN BY: SE SEWER IMPROVEMENT TRACT A PLANS 15 DESIGNED BY: RAS PREPARED BY: R.C.E. N0. 25917 EXP. 12/31/05) ATE: /-/o-o Z CHECDEC KED BR� D BY:lop RICHARD A. SCIANNI TY ENGINEER: RICARDO S NDOVAI R.C.E. 51152 1"=40' DATE: JUNE, 2001 DWG. NO. SHEET 3018 2 of JN545/ 1 1 —09—U I /545_—tsewer2.UWb/J:4u