The URL can be used to link to this page

Home My WebLink About3875-280+00 81+00 t31+UU i3;5+uu PNS SNP � 3 Ivi SN ges \ \ PAD- ` 1 ` PROPOSED 8" VCP 28.0 AT TERRACINA LANE SEE SHEET 3 45 A 43* 42*�\ EXIST. R/W 1 \� o , PA, PAD= \ SD SEE C� �� P --PROP SED a�� 5 RCP 42.9 \ \ R W � \ DWG 1822 / 3 1 SEE TORM DRAIN PLANS 4t5 \ \ \ \ DWG 0. 3876 F�lcl VERIFY TIE-IN �� I ` LOCATION PRIOR T CONSTRUCTION _ -- iron u Q2 2 LO r1 r` 41 q; EXIST VCP = 8c SE1�/E MH f PAD= w N PAD- - $ O PAD= � 39.8 ►� 42.2 (DWG N 24 M PAD- 36 9 ao a ' = 34.0 o * tv� . �0,g PAD- Mo9 � oW 1 c9 32.5 + mss? +0 vc _:� * 48- � - Z p N w 1 , +v�NV7 �Z Q 0 s a 100 �� o U) Wp 1 N Q o� cAP o 3 yr BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627; NAVD 88 ELEVATION: 1011.70 FEET &A AAAAAA TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 41 PAD= 45.3 .25' �1 0141r V V PAD - 47.7 PROP. R/W- 36* f11A/ ' � PROP. R/W * PAD= 37* PAD= PAD= PAD= 50.1 52.5 54.8 mom M #974*t A 2, 5,4f, 51.8 CO ME 54'.3 + MOM 86+72.03 5 5* 00 z 35 86+22.03 0 YES Q J 85+72.03 w YES V) Q -RR R - ? 10 - i 0 YES 38 84+72.97 U NO 39 1 '' YES 40 83+72.97 ►' YES 41 83+22.94 '' YES 42 82+72.94 " YES 43 82+22.14 m YES m 81+76.02 " YES 47 80+36.12 O QROFESS�O�y,� R__ F4, m 48 80+86.12 00 NO 49 m YES mm,mmmmm 82+00.83 SCAM: YES 51 82+57.66 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 YES 52 83+07.66 32* YES 53 83+57.66 It YES 54 84+07.66 it YES 55 84+57.66 q YES 56 85+07.66 it NO 57 85+60.28 '' YES 58 86+10.28 00 YES 59 86+60.28 0 YES 60 87+10.28 5 YES 61 ME '► YES 62 88+10.28, pEr 244YES M LO M 0 ME mom M INME MNo -------- - _ w O INSTALLED IN PRIVATE SEWER LINES. N __ to W - o - - + Lu m cD = ON o m No M M mom 0 1 ME IN IMEME so M M m 0 ME M 0 pME M 0 No M 0 No M NONE 0 0 No MENOMONEE INNM mommom m 0 MOM ON JIMEMMEMNONE mom M mom ME No 0 0M No ME ONE MEMEME0 imummm 0 MMun MENIPE ME NONE 0 mom MENEMOM MEMEMEM"m EEMI� 0 M 2 ri MEME m 0 mom 0 0 MENEMEM NONE MEN ME .1i OWN M MEMO 0 mom INN No mom ME 0 M� No MOEN 0 ME MEN me �0 M r m ME mommoi::',pMEM'CD.�'NoNo M ME M No mM ONE 0 0 on MEN 0 momOEM M ME ME EMOM MOM ME ME ME M ME 00 ON m m 0 m E NONE No 0 ME 0ME mom ME Em MNo 00 MENONE a am ENO 0 M0 imm M No OF MENEM mom M MIA mom No momMOM NONE ON MOMME MENEM M 0 M No 0 mom MEMEMMEMOM Nomom ME ME 11 00 ME IN"COU ONE ME I HE 0 m 0 MENEM M ONE MMmEm m NO M ME M mom MEN MEMMEMEME mswill ME MEMMEME M I MENEM mom ME M 0tN �Mmmm ME MENEM 0 M M ME,0_10 -a 1 . _M m 0 No ME mom MME 0 mNo ON 0 M M 0 NoIS 0mom mmom No so ENO ME MEMO ON EMMEM M M is No ME NoNOm m 0 mom NONE 0 E No NONE No No MENONE IN No NoEm MEN MEMOMME OEM 0 M MOEN MENNEN NIEMEN mom M NONENo ME ON 0 MEN No No MOEN MENEM ME No MEN No m ONE ME m ME mom0 0 0 ME 0 mom M 0 MENNEN 0 ■M 80+00 81+00 t31+UU i3;5+uu PNS SNP � 3 Ivi SN ges \ \ PAD- ` 1 ` PROPOSED 8" VCP 28.0 AT TERRACINA LANE SEE SHEET 3 45 A 43* 42*�\ EXIST. R/W 1 \� o , PA, PAD= \ SD SEE C� �� P --PROP SED a�� 5 RCP 42.9 \ \ R W � \ DWG 1822 / 3 1 SEE TORM DRAIN PLANS 4t5 \ \ \ \ DWG 0. 3876 F�lcl VERIFY TIE-IN �� I ` LOCATION PRIOR T CONSTRUCTION _ -- iron u Q2 2 LO r1 r` 41 q; EXIST VCP = 8c SE1�/E MH f PAD= w N PAD- - $ O PAD= � 39.8 ►� 42.2 (DWG N 24 M PAD- 36 9 ao a ' = 34.0 o * tv� . �0,g PAD- Mo9 � oW 1 c9 32.5 + mss? +0 vc _:� * 48- � - Z p N w 1 , +v�NV7 �Z Q 0 s a 100 �� o U) Wp 1 N Q o� cAP o 3 yr BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627; NAVD 88 ELEVATION: 1011.70 FEET &A AAAAAA TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 41 PAD= 45.3 .25' �1 0141r V V PAD - 47.7 PROP. R/W- 36* f11A/ ' � PROP. R/W * PAD= 37* PAD= PAD= PAD= 50.1 52.5 54.8 �) M #974*t A 2, 5,4f, PAD= PAD= PAD= 44.6 47.0 49.4 52* 53* 54* PAD= PAD= 57.2 59.6 4 TYP. Law _ 00 N CITADEL AVENUE _ 0- `- CV II ,1 w.� 2 `2 m (0 88+22.03 p eR PLAN YES II ul PAD= M PAD= 51.8 CO PAD= 54'.3 + (0 86+72.03 5 5* 00 z 35 86+22.03 00 Q YES Q J 85+72.03 w YES V) Q -RR R - ? 10 - i 0 YES 38 84+72.97 U NO 39 1 '' CITADEL AYENUE STA 80+00.00 TO $8+50.00 L•I&O-i i 00"I V Lot No. w.� 2 0 BACKFLOW (0 88+22.03 p eR PLAN YES II ul 87+72.03 M YES w ¢ PAD= it 56.7 t\ 86+72.03 � w "w * 57 35 86+22.03 00 Q YES Q J 85+72.03 w YES V) Q -RR R - ? 10 - i 0 YES L•I&O-i i 00"I V Lot No. DESIGN "AS BUILT" BACKFLOW 31 88+22.03 p eR PLAN YES 32 87+72.03 1' YES 33 87+22.03 it YES 34 86+72.03 It YES 35 86+22.03 '' YES 36 85+72.03 pEa pLI YES 37 -RR R - ? 85+22.1 YES 38 84+72.97 PER PIAN NO 39 84+22.97 '' YES 40 83+72.97 ►' YES 41 83+22.94 '' YES 42 82+72.94 " YES 43 82+22.14 YES 44 81+76.02 " YES 47 80+36.12 O QROFESS�O�y,� R__ F4, 48 80+86.12 00 NO 49 81 4 38,00 YES 50 82+00.83 SCAM: YES 51 82+57.66 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 YES 52 83+07.66 32* YES 53 83+57.66 It YES 54 84+07.66 it YES 55 84+57.66 q YES 56 85+07.66 it NO 57 85+60.28 '' YES 58 86+10.28 00 YES 59 86+60.28 YES 60 87+10.28 5 YES 61 87+60.28 '► YES 62 88+10.28, pEr 244YES 89+00 _ Lj Av1/I Iv 1; THESE RECORD DRAWINCAF HAVE BEEN PREPARED, IN W EP1 ELL L. 1 PATS u (.l PART. ON THE BASIS OF IN(F: IRMAT:ON COMPILED AND MA,DOLI AND A660C IAT= INC. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS M41CH 1302 P.ITTs BUR&I+ AYE7., SU I7IE7'?.3d HAVE BEEN INCORPORAitb mm THE DOCUMENTS AS 14Nc 40 CCAC4 M CNA& , CA 9 17 30 A RESULT THEREOF. P "ONE•- �qOa� 48l '(0322 PAD= PAD= PAD= 59.1 61.5 63.8 58* 59 60* 311.96 S09.57'21 "E 3 1 383.98 S08.07'45"E x, o cn (INS) SANITARY SEWER CONSTRUCTION NOTES 1 inch = 40 fL w f 1O INSTALL STANDARD ECCENTRIC MANHOLE PER Ln 0 PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA CITY OF FONTANA STANDARD DETAIL 112. I� O QROFESS�O�y,� R__ F4, 00 CITADEL AVENUE STA 80+00.00 TO 88+50.00 � m LO / co DRAWN BY: SOUTHRTGE VILLAGE SCAM: 2O INSTALL 8" EXTRA STRENGTH (TYP.) VITRIFIED CLAY PIPE PER CITY OF 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 r�_5 * 34 * 33 32* * 1 DESIGNED BY: DATE; FONTANA STANDARDS AND SPECIFICATIONS SEE BEDDING DETAILS Ln 0 � EWE PLA N C5-06-2005 0 CHECKED BY: 3O REMOVE EXISTING, ITEM PER PLAN. DRAWING NO.: 0 PAD= 62.0 PAD= 64.4 PAD= 66.8 PAD - 69.3 '' O4 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT 7 t-2 7/01=7�0 00 DONALD R. GORDON R.C.E. 24725 DATE �r PER CITY OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT 5 N�_, CARDO OVAL -CITY ENGR. R.C.E. 115 ATE PR P. R/W / BOX PER CITY OF FONTANA STD. 125A (IN CONCRETE AREAS) OR LO 1258 (IN LANDSCAPE AREAS), DETAIL ON SHEET 5. _ M * LOT REQUIRING BACKFLOW PREVENTERS -------- - _ w O INSTALLED IN PRIVATE SEWER LINES. N __ to W - o - - + Lu cD = o PAD= PAD= PAD= 59.1 61.5 63.8 58* 59 60* REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1 �ca)w PRA WIA16 � IW� II STANDARDS IN EFFECT. OD CO QW - 11-- W PROP. R/W 3 co co I PAD= PAD= 66.2 68.9 61 62* N0. CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 72.50 295.00 36.43 14004'52" 2 1 9.401 295.001 4.70 1'49'36" N o. LINE TABLE LINE LENGTH BEARING 1 133.85 S24.02'13'E 2 311.96 S09.57'21 "E 3 1 383.98 S08.07'45"E 0 OI 00 Ln N 4+ v GRAPHIC SCALE ° 0 20 40 80 160 / cn (INS) 1 inch = 40 fL w f 0 PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA 0 VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS O QROFESS�O�y,� R__ F4, 00 CITADEL AVENUE STA 80+00.00 TO 88+50.00 � m SURVEYORS LAND PLANNERS / co DRAWN BY: SOUTHRTGE VILLAGE SCAM: � No. 024725 ,* Exp.12/31 /05 *, 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 TWH T114,071' 14245 AS SHOWN j .� DESIGNED BY: DATE; •� � SI�ERVISION �• � EWE PLA N C5-06-2005 0 CHECKED BY: APP D � Y: ' � DRAWING NO.: 2 CIVIL �aQ- SFO orc, % z � / '' DRG 7 t-2 7/01=7�0 3875 DONALD R. GORDON R.C.E. 24725 DATE �r 5 x CARDO OVAL -CITY ENGR. R.C.E. 115 ATE