Loading...
HomeMy WebLinkAbout2745-3PA ETTO AVEIII I STk._ IC sp 4 ELEV.=,,11.35.88, N 025 013-07 I h f f j f C&G $140 < N 66 m rn r- 0 c� 0252-013-06 �j 0252-013-05 all �'Oz071 5 i OLTY OF FONTANA g"g U4 _ 135 l r EXIST. C&G W z m w REPLACE TIER N o; CE 'GU � lit a = IN KIND f Z l LE Cc LO Qazf- IH V)7-Uo Z 3 I� 2 Q 0252-032-01 0252-032-03 0252-032-04 0252-032-05 V SEWER LATERALS SEWER LATERALS (CONT.) APN DESIGN STA. AS BUILT STA. 0252-013-07 2+20f 2+12 0252-013-06 EXISTING N/A 0252-013-05 4+20± 4 +42 0252-013-04 5+00± 5+06 0252-013-03 6+30f G + 00 0252-013-02 7+10f T 410 0252-013-01 8+00± 5+05 0252' 216-08 EXISTING N/A I 10 MENEM PNE 1�����������■ ■������������������������1��■ �1■��■ dam■ Irrrrrrr�rrr■■rrr�rrr�rrrrrrrr�rrr�r�lrr■ N NEMESES MEN; IRS M MmadEMENNEMEMEMEMENdbilimm nab■■■ 1) MAOtW TAP HOLE FOR TK COLLAR WYE. THE HOLE SHALL 13E CLEANLY MA04NO AND, F ■■■■■■F.7�■■■■■■■■■■■■■����■■■■■■■��■■19d■■■■■■■■■■■■■■■■■■■■■��■t■��19Ki�■■t■��■��■■■■■■■■■■G7■l�9Gi■■Ga■dBl9■■■ HIMIN ONE, NECESSARY, WORKED BY HAND NTH A RASP OR SANDED TO ACCOMPLISH A TRUE AND NEAT ■■!1!lP,J■19FJ■t■■■■t■■■■■■■■■t■■■■■■■■■E3■F�Li!■■■■■■■��■■■■■■��■��■■■t■1' OPEN= FOR THE COLLAR WYE. ion ■■k�lJ■t■■■■■■■■t■t■■■■■■■�i\191�E�■■q■l9f�E��!!1!!! M EWA 2) ATTACH AND SUPPORT IN PLACE PER MANUFACTURE SPECIFICATIONS, PRIOR TO ENCASEMENT I���� ■MMM �1��ME���11MMM�OMEN II���■ E��■SADDLE•• • • . •� - - APPROVED BY CITY. ��� ��_■ �l.I'' ����I���1�9����N����■��������������� I�������������Il������o�����������i �I���I�FJ'' ��������������������������RE�F�J, : _.������u�Q�-icilll - : �� ■�■ - . - - . . - - r -- r r PERFORM REPAIR_.LACEANY ..■N■DAMAGED DIRECTED . Y CITY. 6) NSTALL THE APPROPK ATE SEWER SADDLE FOR THE EXISTING SEWER MAIN (SIZE ANDI EXISTING MAIN LATERAL DE ru. 1.1 pref-sr-s we met ISM ENE ■r ■ 11111111IMMEM mawds 2MEN Ir■IME ONEMIT, �moommmomm EMEN"bi go HORZ: 1* - MEN MMMMPA;M REM PA ETTO AVEIII I STk._ IC sp 4 ELEV.=,,11.35.88, N 025 013-07 I h f f j f C&G $140 < N 66 m rn r- 0 c� 0252-013-06 �j 0252-013-05 all �'Oz071 5 i OLTY OF FONTANA g"g U4 _ 135 l r EXIST. C&G W z m w REPLACE TIER N o; CE 'GU � lit a = IN KIND f Z l LE Cc LO Qazf- IH V)7-Uo Z 3 I� 2 Q 0252-032-01 0252-032-03 0252-032-04 0252-032-05 V SEWER LATERALS SEWER LATERALS (CONT.) APN DESIGN STA. AS BUILT STA. 0252-013-07 2+20f 2+12 0252-013-06 EXISTING N/A 0252-013-05 4+20± 4 +42 0252-013-04 5+00± 5+06 0252-013-03 6+30f G + 00 0252-013-02 7+10f T 410 0252-013-01 8+00± 5+05 0252' 216-08 EXISTING N/A Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG APN DESIGN STA. AS -BUILT STA. 0252-216-07 EXISTING N/A 0252-032-01 EXISTING N/A 0252-032-03 EXISTING N/A 0252-032-04 EXISTING N/A 0252-032-05 4+40f 4 + 42 0252-032-13 EXISTING 5+21 0252-032-14 5+70* 5 + raq 0252-032-15 6+50f 6 + a0 I o Acde,J .s- N df term► Ja:6.� '4*/od Acded• %a 1� cAW+l'hs -6 UA, I La REVISION DESCRIPTION x 0252-013-04 CSN �w_ 7 LLI W �7 6 MIN. Z 4S . Ex7S V.C.Pj I- SE MAIN STANDARD V.C.P. - . COLLAR WNE & DOLE A • `••• • • • � •'• 2' MIN z ► : • • • CONCRETE 6 ..'. ►- • . • Alm CONCRETE _ ;r : • SECTION »A -A" :q - •.; N.T.S. .. Na, ►. TAP MAIN AT . " •• • APPROXIMATE CENTERLINE INSTALL JOINT COMPOUND 45' 1 ������������� DESIGN STA. AS -BUILT STA. 0252-032-16 7+10f 6+958 0252-032-17 EXISTING N/A 0252-032-19 I■���������������������������� 5+2(0 0252-032-20 9+80* 9 +68 0252-032-21 EXISTING N/A �; 2746 s !0 I 10 MENEM PNE 1�����������■ ■������������������������1��■ �1■��■ dam■ Irrrrrrr�rrr■■rrr�rrr�rrrrrrrr�rrr�r�lrr■ N HIMME HOENE MEN; IRS M MmadEMENNEMEMEMEMENdbilimm 1) MAOtW TAP HOLE FOR TK COLLAR WYE. THE HOLE SHALL 13E CLEANLY MA04NO AND, F HIMIN ONE, NECESSARY, WORKED BY HAND NTH A RASP OR SANDED TO ACCOMPLISH A TRUE AND NEAT OPEN= FOR THE COLLAR WYE. ion M EWA 2) ATTACH AND SUPPORT IN PLACE PER MANUFACTURE SPECIFICATIONS, PRIOR TO ENCASEMENT I���� ■MMM �1��ME���11MMM�OMEN II���■ E��■SADDLE•• • • . •� - - APPROVED BY CITY. ��� ��_■ I�������������Il������o�����������i : _.������u�Q�-icilll - : �� ■�■ - . - - . . - - r -- r r PERFORM REPAIR_.LACEANY ..■N■DAMAGED DIRECTED . Y CITY. 6) NSTALL THE APPROPK ATE SEWER SADDLE FOR THE EXISTING SEWER MAIN (SIZE ANDI EXISTING MAIN LATERAL DE ru. 1.1 pref-sr-s we met ■r ■ 11111111IMMEM mawds 2MEN Ir■IME ONEMIT, �moommmomm HORZ: 1* - 6 7 8 9 10 STA. 19+80.01 11 1 BENCHMARK: #432 TGT. NPHASE it PER CITY OF FONTANA ENCINA AVE. FD. 1 2. I.P. NO TAG 3 6" ELEVATION = 1153.17 DN. 01 MIN. EXST 10 SEWER PK NAIL IN PP #1604892E NE 0252-013-03 0252-013-02 0252-013-01 0252-216-08 0252-216-07 ELEV=1135.31 CORNER OF BOXWOOD AND STA. 5+82.40 STA. 10+02.51 ; . 2 SAN BERNARDINO INV T T N N 1• A �RUSH � } ELEV.=i i 37.82 _-- ; NO TAG, DN 0.1 N Z FLOW LEGEND VE V.=1137.24 30 1140 PHASE I 7,1 CONC. MANHOLE BASE / 04 PHASE I PHASE M \ 7 {\ N e� �SECTION G G W W S G W W G EXIST. &G W S W I I 0 52-211-21 A NOTE _ • EXIST �. 1. CONSTRUCT PROPOSED `"' `'r"� C& MANHOLE OVER EXISTING t l r w EXIS'"NG 10" SEWER. SANK;UT i 1 _. Ld i 0 SE1�R EXISTING SEWER AT 21��'�' 21 �1�� - SPRINGUNE AND AT INSIDE 1 - f j OF PROPOSED MANHOLE TO t, 1 /2 OF PIPE WALL _.._- / Z. ILLJTHICKNESS. THEREAFTER - _ CONSTRUCT MANHOLE BASE t t �- t� ., s • ` EXISTING MANHOLE (PHASE I) AND MA*fO1LE $tts 8tts 0 PROTECT IN PLACE T• too • 0 2. AFTER SEWER TESTING IS 0+00 2 � � COMPLETEt CONSTRUCT �. �; ___- _______ • ; `..' - �_ _ ___.__�-"._._- ____�_.�___ _ __ _ MANHOLE BASE (PHASE il� 7w ROUGHEN CONCRETE k1/4 - PROPOSED 18' MIN. AMPLITUDE) AND �?, 4 ?t� 4 WATER BL.�ST FOR V.C.P. SEWER CONCRETE BONDING. APPLY FLOW BONDING MATERIAL TO SURFACE PRIOR TO FORIMNG CONCRETE CHANNEL ``---,. ;` '- I ; �1► _ -='/�� A REMOVE EXISTING SEWER AT EXIST. C&G f W CUT LINES. FORM CONCRETE CHANNEL AFTER EXISTING I '� ' % © ? - z SEW" REMOVAL j rrt y=--`--� ' O t 1135 J s 1 06 L0 4 ,�1 0 20 of + FU - ;I �`' J� � 9 � ` � 1 �; � �, I � � I _ � Q EXISTING COUNTY- • z 10 SEWER MARPRcn cn m 02 GOL OPOSED MANHOLE, CONTRACTOR SHALL DETERMINE s 3 ENUE3 3 EXACT LOCATION AND ELEVATION OF EXISTING SEWER 0252-032-13 0252-032-14 0252-032-15 0252- _ - b6._ � - _ 0252-032-19 0252-032-20 0252-032-21 PRIOR TO CONSTRUCTION Construction Notes: DETAIL 'A' SEWER LATERALS(CONT.)n IT R/W N.T.S. APN DESIGN STA. AS -BUILT STA. 0252-032-16 7+10f 6+958 0252-032-17 EXISTING N/A 0252-032-19 8+30f 5+2(0 0252-032-20 9+80* 9 +68 0252-032-21 EXISTING N/A �; 2746 s !0 DATE I ENGR. I CITY I DATE ESSI ti E .6-3226 0 -01 �/V% OF CN- f`��.�lL/VVfYJ IRUVi 10 CAIRA JIRLIY%a 111 Y.V.r. JC ACR SCALE: 1 T^" R� 1R/y CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL N0. 11210 22' 17t OCONSTRUCT 4' EXTRA STRENGTH V.C.P. SEWER LATERAL - PER CIN OF FONTANA STANDARD DETAILS N0. 125. PROPOSED SEWER SURVEY CONTROL DATA REMOVE EXISTING CONCRETE MANHOLE BASE AS REQUIRED FOR PROPOSED SEWER CONSTRUCTION 0.50 o O.s' TGT N0. NORTHING FASTING BEARING DISTANCE 0.50(r� � 4 13 2898.8600 1481.7700 14 2896.4300 1061.9900 @DETAIL CONSTRUCT MANHOLE PER CIN OF FONTANA STANDARD N89'40'O6"E 419.79' N0. 112 EXCEPT HATH 5* I.D. MANHOLE N89'40 OSE 420.11 9 2901.2938 1901.8756 21 CONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL 1110 � N89'39 48 E 975.02 PER CIN OF FONTANA aITANDARD DETAILS N0. 125, *YNCAL CROSS SECTION � 6 2907.0194 2876.8738 rnuucrT Tn rYicnur_ ccwrw ora cYicrr_ u iue�u ..�. ,,. LATERAL CONNECTION DETAIL, IHEREON SCAi.E i' - 1d L.D. KING, INC. CITE OF FONTANA, CALIFORNIA, 2151 CONVENTION CENTER WAY suite loos PIAN / PROFILE MARYGOLD AVE. /ALDER AVE. SEWER - (909) 937C0 0064 �� SEWER IMPROVEMENTS FOR�MARYGOLD AVE./ALDER AVE. CCP MARYGOLD AVE. STA. 1+57f TO STA. 11+00.00 AS sHoWrnt omcr�n er: � �h: �';,�,��° MICHAEL PATRICK THORNTON R.C.E. No. 44226 EXPIRES: 6-30-01 �� DHl[ � o��: CITY ENCBEOt RC.E 25124 �; 2746 s !0 i1C JOS # 124-Q4 1100-S