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HomeMy WebLinkAbout2576-3SURVEY CONTROL POINTS / BENCH MARKS SHT NO. NORTHING FASTING ELEV DESCRIPTION C-3 3 1850893.40 6711109.86 1059.25 FD 1" CSM DN 0.15' C-4 4 1850906.68 6712511.78 1064.21 FD 1-1/2" CSM DN 0.2' S.B. AVE & CALABASH C-5 5 1850918.89 6713831.79 1067.77 FD 1-1/2" IP SB CO SURV TAG S.B AVE & BANANA C-7 6 1850931.92 6715151.54 1071.12 FD 1.5" IP W/NL & TAG NOT READABLE CL SB & ALMOND ST C-8 7 1850944.55 6716471.57 1078.00 FD 1" CSM DN 0.1' CHERRY & SB AVE C-9 8 1850957.39 6717835.20 1084.94 FD 1" CSM SB AVE & REDWOOD AVE C-10 9 1850969.88 6719155.03 1094.81 FD 1" CSM @ CL SB AVE & LIVE OAK AVE DN 0.05' C-11 10 1850981.23 6720475.69 1101.07 FD 3/4" CSM @ CL SB AVE & HEMLOCK DN 0.05' (ELEV MONUMENT) C-11 11 1850995.65 6721794.54 1110.28 FD 1-1/2" CSM CL INT. SB AVE & BEECH AVE C-13 12 1851008.25 6723129.38 1117.44 FD 1" CSM @ CL INT SB AVE & ELM C-14 13 1851020.88 6724449.47 1122.95 FD 1" IP LS 4563 @ CL INT SB AVE & POPLAR C-16 15 1851046.41 6727090.02 1136.48 FD 1" CSM @ CL INT CITRUS & SB AVE C-17 16 1851060.98 6728592.64 1142.57 FD RR SPK @ CL INT OLEANDER & SB AVE C-19 17 1851073.61 6729912.55 1147.84 FD RR SPK @ CL INT CYPRESS & SB AVE SURVEY NOTES. 1. HORIZONTAL COORDINATES ARE CCS NAD -83, ZONE 5, COMBINATION FACTOR = 0.99993670. MULTIPLY GRID DISTANCES BY 1.00006330 TO OBTAIN GROUND DISTANCES 2. VERTICAL CONTROL BASED ON NGVD-1929, FIRST ORDER SOUTHERN CALIFORNIA RELEVELING ADJUSTMENT OF 1980. AGENCY INDEX DANIEL MONTECINO 1500 SOUTH AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3408 CALIFORNIA STEEL INDUSTRIES HAL PARKER (909) 350-5987 AL AUSTIN (909) 350-6125 14000 SAN BERNARDINO AVENUE FONTANA, CA 92335 FONTANA WATER COMPANY MARK WILEY 11142 GARVEY AVE. EL MONTE, CA 91733 909-822-2201 (EXT. 321) TAGHI MONZAVI P.O. BOX 9020 CHINO HILLS, CA 91709 909-993-1693 METROPOLITAN WATER DISTRICT JOE MIRONE OR MIKE RUBIO WATER SYSTEM OPERATIONS GROUP P.O. BOX 54153 TERMINAL ANNEX LOS ANGELES, CA 90054 (HIGHLAND OFFICE) 951-776-2664 CONTACT AT LEAST 2 WORKING DAYS PRIOR TO START OF WORK IN THE VICINITY OF MWD FACILITIES SUSAN MORGAN 1265 N. VAN BUREN ST. RM 180 ANAHEIM, CA 92807 714-666-5401 � Ai BETRANSITRDO COUNTY TRANSDEPARTMENT 825 EAST THIRD STREET RM. 115 SAN BERNARDINO, CA 92415 909-387-8186 SC GAS COMPANY STEVE ROBLES 1981 LUGONIA AVENUE REDLANDS,CA 92374-9796 909-428-2600 SOUTHERN CALIFORNIA EDISON DISTRIBUTION RON CARDENAS (NORTH OF FOOTHILL AVE) SUMMER AYALA (SOUTH OF FOOTHILL AVE) 7951 REDWOOD AVENUE FONTANA, CA 92336 909-357-6240 909-357-6221 SOUTHERN CALIFORNIA EDISON TRANSMISSION DOUG HALLOWAY 300 N. PEPER AVE. RIALTO, CA 92376 909-820-5453 TIME WARNER TELECOM BART VANWEY 3281 GUASTI RD. #350 ONTARIO, CA 91764 909-456-3693 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVILABLE RECORDS: TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN AND/OR NOT SHOWN ON THESE DRAWINGS. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. LOCATIONS OF NEW SEWER LATERALS SHOWN ON THSES PLANS ARE FOR REFERENCE ONLY. FINAL LOCATIONS WILL BE DETERMINED IN THE FIELD BETWEEN THE CITY REPRESENTATIVE AND THE CONTRACTOR. CMCamp Dresser & McKee Inc. 9220 Cleveland Avenue, Suite 100 wpiw"w Rancho Cucamonga, Caifornia 91730 Ti*rnmajUrftm (909) 579-3500 4w Fax. (909) 980-51485 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT POTHOLE LOCATIONS SHEET PH NO. NORTHING EASTING GROUND I EL OBSERVED UTLITY TOP EL BOT EL C-3 2 1850884.77 6710970.89 1058.8 - NOT FOUND - - C-3 3 1850884.26 6711028.64 1059.1 - NOT FOUND - - C-3 4 1850885.48 6711052.21 1059.3 - NOT FOUND - - C-3 5 1850885.64 6711059.10 1059.3 - NOT FOUND - - C-3 8 1850886.42 6711088.52 1059.4 - NOT FOUND - - C-3 9 1850887.09 6711126.25 1059.5 6" G 1053.3 1 EA C-3 9.1 1850886.92 6711125.80 1059.5 8" STEAM 1053.4 - C-3 10 1850888.07 6711150.30 1059.5 16" P 1053.6 - C-3 11 1850888.10 6711154.23 1059.5 30" W 1054.0 - C-3 14 1850889.58 6711209.61 1059.4 - TUNNEL 1051.3 - C-3 14.1 1850889.30 6711207.56 1059.4 - WEST END 1053.4 - C-3 15 1850888.06 6711226.58 1059.4 - TUNNEL 1051.3 1042 C-3 16 1850892.89 6711615.01 1060.9 30" W 1056.8 1054.2 C-4 17 1850897.82 6712189.75 1063.4 30" W 1058.8 - C-4 18 1850901.26 6712424.81 1064.0 30" W 1059.4 - C-4 19 1850905.34 6712762.34 1065.8 169" TUNNEL 1057.7 1047.1 C-4 20 1850904.95 6712776.47 1065.8 169" TUNNEL 1057.7 1047.1 C-5 21 1850908.25 6713334.52 1067.4 - TUNNEL 1059.4 1049.9 C-5 22 1850909.71 6713355.76 1067.5 - TUNNEL 1059.5 - C-5 23 1850912.99 6713810.55 1067.9 12" W 1063.3 - C-5 24 1850913.42 6713840.80 1068.0 8" G 1064.6 - C-7 25 1850933.27 6715946.40 1073.8 40" ELEC ENC. 1069.4 1067.5 C-8 26 1850936.67 6716486.52 1077.8 37.5" E. 1074.7 1072.2 C-8 27 1850937.68 6716592.28 1078.6 32" E 1072.9 1071.0 C-8 28 1850940.60 6716667.41 1079.0 17" W 1075.6 - ,C-8 30 1850967.51 6717214.22 1081.7 2" G 1078.6 - C-8 30.1 1850971.75 6717214:05 1081.6 29" E 1058.3 - C-9 31 1850921.39 6717818.40 1084.1 17" W 1081.7 - C-9 32 1850938.78 6718312.74 1087.8 17" W 1084.3 - C-10 33 1850984.23 6718806.66 1092.0 18" E 1088.8 - C-10 34 1850932.47 6719135.98 1093.7 17" W 1091.0 - C-10 35A 1850968.31 6719177.78 1095.0 16" W 1091.0 - C-10 36 1850971.61 6719287.46 1095.9 144" W 1088.3 - C-11 37 1850953.00 6719934.26 1097.7 16" W 1094.2 - C-14 38 1851004.60 6723095.46 1117.2 12" T 1113.6 1110.7 C-14 39 1851003.62 6723174.19 1117.0 17" W 1117.8 - C-15 40 1851045.91 6724319.89 1123.1 17" W 1117.8 - C-15 41 1851039.33 6724436.14 1122.5 12" W 1130.2 - C-17 42 1851033.56 6727069.16 1136.1 10" G 1131.9 - C-17 43 1851040.61 6727107.96 1136.1 6" G 1059.5 - CONSTRUCTION NOTES ITEM NO. DESCRIPTION QUANTITY DETAIL Ol 8 -INCH HIGH STRENGTH VCP SEWER 206 LF - O2 12 -[NCH HIGH STRENGTH VCP SEWER 172 LF - O3 15 -INCH HIGH STRENGTH VCP SEWER 439 LF - O4 18 -INCH HIGH STRENGTH VCP SEWER 2.526 LF - O5 21 -[NCH HIGH STRENGTH VCP SEWER 683 LF - O6 30 -INCH HIGH STRENGTH VCP SEWER 10,408 LF - O7 36 -INCH HIGH STRENGTH VCP SEWER 1,976 LF - O8 48 -INCH LINED RCP SEWER 176 LF - O9 6 -INCH SEWER LATERAL 4.429 LF STD. 125 8 J/C-27 10 5 -FOOT DIAMETER MANHOLE 9 EA A/C -26 11 6 -FOOT DIAMETER MANHOLE 42 EA A/C -26 12 MWD SIPHON � 1 EA 2/C-28 13 ELECTRIC TUNNEL SIPHON 1 EA 2/C-30 14 8 -FOOT DIAMETER MANHOLE 9 EA A/C -26 15 EAST PEDESTRIAN TUNNEL CROSSING 1 EA F/C-27 16 PIPE PLUG 11 EA B/C-27 17 DIVERSION MANHOLE 3 EA - 18 CURB AND GUTTER REPLACEMENT 100 LF STD. 1003 19 TRAFFIC LOOP REPLACEMENT 20 EA - QO EXTRA AC PAVING 45 TON D/C-26 21 MANHOLE ABANDONMENT 2 EA - Q MANHOLE REMOVAL 7 EA - Q3 SEWER PIPE ABANDONMENT 1.273 LF - Q4 SEWER PIPE REMOVAL 1.181 LF - Q5 RECONNECT EXISTING SEWER LATERAL 15 EA - Q6 CONNECT TO EXISTING MANHOLE 4 EA - Q CLEANOUT STRUCTURE 1 EA STD. 128 Q TREE REMOVAL 20 EA - t I Z+Z0 BLANKET PROTECTION 20 LF STD. 225-1 Q PROTECT EXISTING SEWER LATERAL 20 EA - 1444 ( SAN 560AMP30 AVE IN PLACE /1 121�I 1JIA 31 10 -INCH HIGH STRENGTH VCP SEWER 88 LF - I41A 42 -INCH HIGH STRENGTH VCP SEWER 2.867 LF - a, i BORING LOCATIONS REVISION DESCRIPTION BORE # STA NORTHING EASTING C-3 23 36+37.1 ffta FIRM C-4 22 51+36.8 1850904.39 6712750.94 mm 21 57+50.1 1850910.08 mmmm C-7 20 83+76.5 1850935.52 6715990.40 mmmm 19 99+66.8 1850952.49 6717580.54 C-10 mmmm 116+40.8 1850968.23 6719254.43 C-10 17 mmmm 1850968.94 6719337.35 C-12 16 139+33.6 1850990.45 6721547.07 C-14 15 a, i BORING LOCATIONS SHT# BORE # STA NORTHING EASTING C-3 23 36+37.1 1850890.18 6711251.23 C-4 22 51+36.8 1850904.39 6712750.94 C-5 21 57+50.1 1850910.08 6713364.21 C-7 20 83+76.5 1850935.52 6715990.40 C-9 19 99+66.8 1850952.49 6717580.54 C-10 18 116+40.8 1850968.23 6719254.43 C-10 17 117+23.7 1850968.94 6719337.35 C-12 16 139+33.6 1850990.45 6721547.07 C-14 15 162+57.5 1851012.84 6723870.88 C-16 14 177+74.4 1851027.29 6725387.77 C-18 13 199+27.9 1851045.79 6727541.18 C-20 12 4.0 51066.44 6729687.17 b D 19m1%700 STA -r %o T.O .P. 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PIlA G -`T 111446 SAW SMAWI&V AVE OZ3113If b aI14 djA C-9 166 ae0wo0cp AVE oZ311311s X30 Id/A C -q 141-x'161W WPA 190100 ME 623411-108 1 OZ01 o f p, CA I1J"-1 SAW "119* 00 AJE OZ3�112I A 10q -t" 01 A G.4 vn O 5As3�mvA0 A4� m3 12111 101419 O/A C -I 1 ff$* SiA0 SOWACPW Add OZ7411JIC 100411 �f a G-10 14615 5A*1 8t81N RW 1 7D k40 02'412.113 109416 O/A G -w 14835 SAO Q 01AA01 X10 AL* OT" I1-11If 110+1'1 O/A C� to 14664 5A0 SM09100 � oZ" I Z-115" t I Z+Z0 P/A C, -IV I411?q S110 r*000 Add DZWO 111$ 11011 IIIA 4-11 1444 ( SAN 560AMP30 AVE pZSS'o 111 g /1 121�I 1JIA G-11 IiS64V $A10 60�►A1*110 AAW 0Z31Z7 M& 1L3tilS' I41A C-11 15oy4 .Sjw $aN11�p09 A4E o? -;1Z -j11-'1 IZgt?.8 NIA C-11 15033 *60 99WO&OWS Ohl9 6235o11Z1i 12 05 0IAP toll 15650 51110 ow�oo Adz 0231Z -i 1Zs 1Z�?l ?.140' C-11 156111 tiA0 �*W1 a0 A11E 6�-anZ5 IZf tz�5 Gho' C -1I 15653 311(0 te,�11 40WIS JWC 0Z360111 A 1Z5tA15 y. k0' C-11 6 o 61 *0 �IdIu1�ottlo Arm 01.35,011of 11-6+1-q 14/1k 0-11 150'13 Mo ftWft0iV0 A Z 61.woliz? j%1-t4S 5.0%, G-11 9'115 N9K� A Z 07.100S 106 tZ,1•t% `-vtW C41 151 tq sou �u�eO•No A*1� 01-38014 toy 12q�5� 29 G-11 ,A52�'QL 5 :bERrurkld�wo_ aVF oL3'31zo 31 1076.72 6.00 IS 138 %W SaM MM A• fMJ� ' b1- Sb51 b b ._ 13d1' i 6.11 L l L sA+O �;1Ao1a0 � -.. o o51o1. �3t+�5 7.1-14' G• I1- lot" $44 ft1M�01No A� 023S66II6 t� G.4�' G -1L. . i53 sAN,4a +k 1 NO �1 � o L,;jS 1 1 H'1t$ j = i 1850967.45 tSL14 SA,1�S��O A 0%3314'331 1364,45 y•s8' G -tom.. ist4f 9� b�1�100 09 623 VOUS 131•('18 7.31-0 C - Iv SPT &OMP V1110 IW'tr 02360S1,14 136+60 1.5 �1' C • 1?� 11620 IOU & SAW blKIVR"M � o n 3 N3113 13gt83 S• 66' C - YL 153$6 1" X0"10 0 A� "S'SZ0111 146++ - Alk G -1'i r5�t1 SAP) 6�tU041 W k4e 0 7.35081 at 146+45 '1.15' Cl- 13 15311 � BCi�t�1 09 a� 62.%0J%ID 146+05 4.tg' C.-13 15g0jb SAV 111MU1 MO MIL 6233201#4 146445 6.14' 4-13 15 * 1 S" �0r4*j 0 A4Z m6om o 11"411► ..1.215 C-13 151411 saw 0401 oww � 67.35* 111 1144+3'1 -(.14V 4--13 1514IR 3w bows"11 0 me 02.351.110 1"-03 9.150 G-13 iSyWb s 3E�R011�.iDt�D ��� oZ?y�jZolO� i��QJ4% 6-Z G- �3 . g-3 Nva - -1552 sw� Iu1D k� 0 L33►-13 oZ33ZyZo�1 t�3ai-tl$. 15'ft�0 �•-�W _' �_ 1_� G-114 13533 sN+O Rt�►+�A10o oZ�SiZl3q 1Sbt?�5 5.`14'- C-1�f 15460 SAA �MMo1N6 W Otsil-quif 156+W 6.31' G-Iq t �'S5 5,A O se w�la Ae oZ %11- I IS 15544D kry C --1l1 t5SIV 5" beWN"W AOC aZ;S 12.11 b 1661+-10 14.;i' &Ili 15316 SAO G9"* 1WV *Jf 40t4 Zo3 I;q•1g1 4 -ss' c- t y 1551& SA*1 .NI D10o Aft &233ZWZoZ 160+65 5.36' C.Iq 155011• SOW gdaa1k"" #ALF a L33Z�I Z0 161-�Z6 6.V7' 6.00 1361,1 SCJ 8CV*VI0Q Art bZ3Ott tlQ 1bort'Iq A -IV C -1S 1.0C skN �r�1FJ0 k42. 02'sm tZo t3Z-tbs 6.gf,' c. -i1-. ►-HJT SAW S1'�N11GDlot Jelg , DZ35c$741 135#1 O/A 6-11- I.Tr 640 S60* 0100 hof 023605211 130tw 6.13' cr t1- 1.614 S�1 �u�o11JD' A4C 023�0810� 1� IWZ5 b•01' G- i3 1 -wt 5AN 8�t�prtmoo A l�Z3S0$tl,b 151 taO.. r 5.95 G -t3 le f SAPS �u 460100 XJC b233Lo1o? 151 �; 95' O/A -13 trorr 3ArS 90frimas kJ� 023�So811b 15?rt-�IW S.Z3' e- -14 1-Wr SP0 *W"*two 01-33201 orl 152.-t9ti S.4y' C-14 w -r US), B f-0) 9108 Atm 7.9? oZ35I Z%17 WA-t•6s 46 C-114 18 P_ -�.bY- -_ - DZ'�51213� 1 1 `�r°io 5.55' G -IS 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 STANDARDS IN EFFECT. IXR ESSI, i SAN BERNARDINO AVE TRUNK SEWER MANHOLE TABLE SHT# MH ID STA NORTHING EASTING RIM EL INV EL DIA C-3 8 35+57.84 1850714.98 6711349.79 1056.4'± 1045.17 8.00 C-3 9 37+34.00 1850891.14 6711348.16 1059.8'± 1046.07 8.00 C-3 10 40+73.00 1850894.37 6711687.14 1061.6± 1047.50 8.00 C-4 11 44+12.00 1850897.58 6712026.13 1062.5± 1048.44 8.00 C-4 12 47+51.00 1850900.79 6712365.11 1063.9± 1049.38 8.00 C-4 13 50+90.00 1850903.95 6712704.10 1065.4'± 1050.31 8.00 C-4 14 52+26.00 1850905.21 6712840.10 1066.1'± 1053.38 8.00 C-5 15 56+06.00 1850908.74 6713220.08 1066.9'± 1054.30 8.00 C-5 16 60+00.00 1850912.40 6713614.06 1067.1'± 1055.25 8.00 C-5 17 64+00.00 1850916.25 6714014.04 1067.6'± 1056.22 8.00 C-6 18 68+00.00 1850920.19 6714414.02 1068.3'± 1057.18 8.00 C-6 19 '72+00.00 1850924.13 6714814.00 1070.2'± 1059.02 6.00 C-7 20 76+00.00; 1850928.07 6715213.99 1071.9'± 1060.54 6.00 C-7 21 80+00.00 1850931.92 6715613.97 1072.6'± 1061.50 6.00 C-7 22 84+00.00 1850935.75 6716013.95 1074.4'± 1063.73 6.00 C-8 23 88+07.28 1850937.67 6716421.22 1077.8'± 1066.96 6.00 C-8 24 90+74.00 1850940.09 6716687.93 1079.3± 1068.52 6.00 C-8 25 91+24.00 1850944.56 6716737.73 1079.5'± 1068.82 6.00 C-8 26 94+88.00 1850947.99 6717101.72 1081.2'± 1070.56 6.00 C-9 27 98+52.00 1850951.41 6717465.70 1083.0'± 1072.38 6.00 C-9 28 102+16.57 1850954.84 6717830.25 1084.9'± 1074.28 6.00 C-9 29 105+48.00 1850957.98 6718161.67 1087.3'± 1076.72 6.00 C-10 30 108+78.00 1850961.10 6718491.65 1089.7'± 1078.31 6.00 C-10 31 112+08.00 1850964.22 6718821.64 1092.2'± 1079.90 6.00 C-10 32 115+49.00 1850967.45 6719162.62 1094.8'± 1081.54 6.00 C-10 33 116+07.50 1850967.95 6719221.12 1095.2'± 1081.83 8.00 C-10 34 '117+50.30 1850969.17 6719363.92 1095.9'± 1085.39 8.00 C-11 35 120+33.93 1850971.62 6719647.53 1097.5'± 1086.70 6.00 C-11 36 122+90.00 1850973.81 6719903.60 1098.4'± 1087.90 6.00 C-11 37 125+55.63 1850976.10 6720169.22 1099.3'± 1089.14 6.00 C-11 38 128+60.00 1850978.71 6720473.58 1101.0'± 1090.88 6.00 C-12 39 131+60.00 1850981.99 6720773.56 1104.0'± 1093.86 6.00 C-12 40 134+86.00 1850985.56 6721099.54 1107.2'± 1096.58 6.00 C-12 41 138+13.81 1850989.14 6721427.33 1110.5'± 1098.10 6.00 C-13 42 141+74.00 1850993.08 6721787.50 1110.1'± 1099.75 6.00 C-13 43 144+70.00 1850995.88 6722083.48 1111.3'± 1101.07 6.00 C-13 44 148+16.00 1850999.14 6722429.47 1113.3'± 1102.60 6.00 C-13 45 151+62.00 1851002.41 6722775.45 1115.5'± 1104.06 6.00 C-14 46 154+72.00 1851005.34 6723085.44 1117.3'± 1105.38 6.00 C-14 47 157+60.00 1851008.09 6723373.43 1118.2'± 1106.44 6.00 C-14 48 160+48.00 1851010.84 6723661.41 1119.4'± 1107.50 6.00 C-15 49 163+25.00 1851013.49 6723938.40 1120.7'± 1108.52 6.00 C-15 50 165+12.00 1851015.28 6724125.39 1121.4'± 1109.23 6.00 C-15 51 168+39.28 1851010.52 6724452.64 1122.7± 1111.42 6.00 C-15 52 170+21.41 1851020.14 6724634.59 1123.8'± 1113.29 6.00 C-15 53 173+32.19 1851023.09 6724945.35 1125.3'± 1114.37 6.00 C-16 54 177+42.19 1851026.98 6725355.34 1126.7'± 1115.76 6.00 C-16 55 181+51.27 1851030.87 6725764.39 1129.6'± 1117.15 6.00 C-17 56 185+12.19 1851034.42 6726125.30 1133.4'± 1118.31 6.00 C-17 57 188+42.19 1851037.67 6726455.28 1134.8'± 1119.38 6.00 C-17 58 191+72.19 1851040.92 6726785.27 1135.5'± 1120.45 6.00 C-17 59 194+85.00 1851041.56 6727098.01 1136.5'± 1121.47 6.00 C-18 60 198+40.22 1851044.94 6727453.28 1139.2'± 1127.26 5.00 C-18 61 202+86.19 1851049.26 6727899.23 1141.0'± 1129.79 5.00 C-18 62 206+90.19 1851053.17 6728303.21 1141.7± 1131.49 5.00 C-19 63 210+94.19 1851057.07 6728707.19 1142.9'± 1134.46 5.00 C-19 64 214+98.19 1851060.93 6729111.17 1144.7'± 1136.47 5.00 IC-20 65 219+02.19 1851064.80 6729515.15 1146.5'± 1138.49 5.00 G-20 66 223+05.22 1851068.66 6729918.81 1148.0'± 1140.10 6.00 C-14 67 270+46.50 1851038.26 6723118.13 1117.8'± 1107.34 5.00 C-14 68 155+50.80 1851006.09 6723164.23 1117.3'± 1105.73 6.00 C-15 69 289+54.50 1850965.26 6724457.29 1121.5'± 1105.85 5.00 C-15 70 290+45.50 1851055.79 6724457.21 1122.6'± 1116.12 5.00 C-13 71 149+95.34 1851000.84 6722609.37 1114.6'± 1103.39 6.00 CITRUS AVE TRUNK SEWER MANHOLE TABLE SHT# MH ID STA NORTHING EASTING RIM EL INV EL DIA C-24 EXIST 10+00.00 1850707.7± 6727091.3± 1131.0'± 1121.0± 5.00 C-24 100 10+11.35 1850715.71 6727099.25 1131.1'± 1121.23 6.00 C-24 59 13+37.15 SEE SAN BERNARDINO AVE MH TABLE AND SHT C-17 6.00 C-24 101 16+69.74 1851374.05 6727092.33 1141.5'± 1134.03 5.00 C-24 EXIST 16+80.86 1851381.8± 6727084.3± 1141.8'± 1134.2± 5.00 CYPRESS AVE CONNECTOR MANHOLE TABLE SHT# MH ID STA NORTHING EASTING RIM EL INV EL DIA C-20 C-20 EXIST 200 319+96.50± 320+60.84 1851077.1± 1851139.28 6729919.6± 6729908.27 1148.2'± 1148.7'± 1141.4± 1142.00 5.00 5.00 Prepared Under The Supervision Of : ate :///•�i MH NOTES: 1. COORDINATES SHOWN REPRESENT THE CENTERLINE OF THE MANHOLE STRUCTURE. 2. INVERT ELEVATIONS REPRESENT THE INVERT OF THE OUTLET PIPE 3. MANHOLE FRAME AND COVER SHALL BE CENTERED OVER THE OUTLET PIPE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 0 a 0 (D c a� a w w U) Y D F_ m Uj c0 v c v C 0 I D CITY OF FONTANA, CALIFORNIA N SAN BERNARDINO AVENUE TRUNK SEWER DRAWN BY: AGENCY INDIM SURVEY NOTSCALE: •°D wF/cE6 M _ 'DATA T :4UR 1"=40' 0 DATE. DESIGNED BY: NL & "HKU NOV 20060 CHECKED BY: APP r DRAWING NO.: 3 j 0 DKTARL CITY N EER R.C.E. 51152 DATE: