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Home My WebLink About5182-1Y• • r i '7T • • • i •- • 1 / • •- ' • Y• •• a. • a • as • a• - f.• / 7 7• •- 7 7 • f -• 1.f Sri 0 691 T H 7' 1' •FI N '• 1 N' .!7• C a i i• 4 w • •• • «. .• a !• r .7. • • a • • a• • ` r a wa• a• . • N -•' • r• -1. r• ••• ',i,•• .: •• •>.` r • o-7 1 • r a r , . w ! Rf •• ! r• \ •' • 'iP i 1 \moi• ! .i •1 I tat sit r• • • - / it 31 7 . • / r • w '•. • • i' as • • • a a/ T / • • • • [ • • N f • •' l • / i- 1 "� 7 r• f 1- r li. !1 •• 'iT � `i ••• i ,7 ,••. 3 to 7' 1 ` Y• w it • :7 1 `• N • • q ` - • • -• i !aa' I al r w• N- 7 • N wN •.• . 4 '•7 • • r - 77 : 77 f•a/ ♦ • it 1 N ••4 0 -Til r• • • • r, +77' • -� n • • ...• ,• HOLD HARMLESS INDEMNEICATI IN CLAUSE=: THE CONTRACTOR AGREES THAT HE SHILL ASSUME SOLE AND OUPLETE RESPONSIBILITY FOR JOB SITE CONDMONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AID NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT• EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND 8 1 LJ=RF - ALL UNDERGROUND UTILITIES OR STRUCTURE. REPORTED OR FOUND IN PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCENTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILIZES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT IARAWE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PREGWTIOARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SIE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURU CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR- CONTRACTOR ON TRACTOR -CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ANC SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SEWER IMPROVEMENT PLANS FOR PARCEL MAP 19547 11127 CATAWBA AVENUE FONTANA, CALIFORNIA z 1 BASIS OF BSARINGS-• THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) TORS" AND 'EWPP' AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26 E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. COORDINATES SHOWN ARE BASED ON NAD83, CCS83. ZONE 5, 2010.0 EPOCH, AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN ARE GROUND DISTANCES. UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MUL-IPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999521368 DERIVED LOCALLY AT FOUND 1' IRON PIPE TAGGED SAN BERWDINO COUNTY ACCEPTED AS THE INTERSECTION OF CATAWABA AVE. AND ROSE AVE., 34'03'11.281500136' NORTH, 1 i T27.29.478063631 • WEST WITH A NORTH AMERICAN VERTICAL DATUM OF 1988 (NNAV088) GPS DERIVED ELEVATION OF 1022.46'. THE MAPPING ANGLE AT FOUND 10 IRON PIPE IS 0.18'31.820707479'. LEGEND= -CATCH BASIN• R -PROPERTY LINE R/W -RIGHT OF WAY E -CENTERLINE ARCH. -ARCHITECTURAL T.C. -TOP OF CURB F.L -ROW LINE F.S. -FINISH SURFACE T.S. -TOP OF CONCRETE SLAB M.P. -HIGH POINT F.F. -FINISH FLOOR R.D. -ROOF DRAIN R.C.P. -REINFORCED CONCRETE PIPE INV. -INVERT S . -SLOPE F.G. -FINISH GRADE S.D. -STORM DRAIN T.R. -TOP OF RAIL ST.LT. -STREET LIGHT G.B. -GRADE BREAK H.P. -HIGH POINT H -HEIGHT OF RETAINING C.F. -CURB FACE B.W. -BACK OF WALK LS. -LANDSCAPING AB. -AGGREGATE BASE P.V.C. -POLY VINYL CHLORIDE C.I.P. -CAST IRON PIPE F.H. —FIRE HYDRANT P.P. -POWER POLE V.C.P. -VITRIFIED CLAY PIPE SRC CORS SU 1kV 7i• r' oI LA77nlDE • 3406'731o11Ja CSr LQNCITUD£ • 11731 'J2.05657' AL*VRM4 STA7F'LAroE COIORDII SYS7E1l/ (SPCS). HONE S AKWTH A1ERA^„ 4/y DAni / 1981, (2010.0 EPOCH) 4 _� N_6!?9.6.MORTHAW - 1, 86.6J9606 U.S SURVEY FEET 71 U_ S SURWY OSP=A.7�N�_;J E�yc69,. ELEVATA'JN - 119.669U.S S �� (b 9y6J s COMBINED FACTOR — 0.9999JJ6429 C0✓✓V9?GENC£ AAI£ — 00 16 14 \\t `1 ` CSRL CORS STAlA1V 7LWS' AbRIH LA777 JOE - J4.07 59- 9649J�� WEST LGWGIP✓D£ 11145 14.60447 �� g9 s. rq`. \ Cr• #-#RNA STATE PLANE COOROUN4rE SYS'EAA (SPCS), cam•.,, \ =:�, ZONE 3, NORTH AMERICAN DArUA/ 1981, (7010.0 EPOCH) \ _ N0RTHING - 1,870,992.226 U.S SLW Y FEET \ c ��- EAS77AC - 6, 6J6, 093. 592 U. S SURVEY FE£r ELEVATION - 1583.54 US SURVEY FEET ! \ \ COMBINED FACTOR- 0.9999095155 CONVERGENCE MILL£ - 00-08:25 * \ GPS T/ES & BASIS OF BEARINGS A 014 38• W � 90. 19' s f mom y - ❖ SAN EFRNARD NO FR'NY i� fWR z A'�E4JF � W W � u L � q w W t } K 3 rA AM v AVENIA ' JURcPA I AVENUE C1 TYI OF F O j`47I A I�-4A VICINITY MAP RECORD THESE RECORD OFUlI S HAVE 6fier1 PREPARED. IN PART, ON THIS BASIS OF- /NFOA-M770 YCOAPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE DOCUMENTS . AS A RESULT THEREOF. fdo L /lpv 5 GING'! SEWER CONSTRUCTION _NOTES - A e )UANTITY- C.B. -CATCH BASIN• 60 NS;GLL 8• RISER AND CLEAN OUT AT RIGHT-OF-WAY PER CITY SID. 2005 AND 2006 1 EA 1 EA B.C.R. - BEGINNING OF CURB RETURN E.C.R. -END OF CURB RETURN • 61 CONSTRUCT 8' EXTRA STFiDI VCP SEINER PPE 852 LF 1,48 LF LP. -LOW POINT S.W. -STEM WALL • 62 TRINCH AND BEDDING PER CITY OF FONTANA STD. 1006 852 LF 1,48 LF T.O.P. -TOP OF PIPE B.O.P. -BOTTOM OF PIPE • 63 C0116TRUCT SEINER MANHOLE PER CRY OF FONTANA STD. 2001 2 EA 5 EA R —RADIUS T -F. -TOP OF FOOTING • 64 CONNECT TO EXISTING MANHOLE PER CITY OF FONTANA STD. 2001 - 1 EA T.W. -TOP OF WALL C.M.B. -CRUSHED MISC. BASE • 65 - COINSTRUCT SEWER MH FRAME AND COVER PER CITY OF FONTANA SID. 2000 3 EA 5 EA S -F. -SQUARE FEET (0.00) -EXISTING ELEVATION • 66 - COINSTRuCT C EXTRA STRENGTH VCP SEINER PPE 24 LF 313 LF B.O.W. -BOTTOM OF WALL T.G. -TOP OF GRATECOINSTRU T STADARD SEWER WYE PER CITY OF FONTANA SID. 2005 M G. —NATURAL GRADE 67 (CCdOCKVIL MUSE CONNECTION) 1 EA 1 EA TOP -TOP OF SLOPE 1 EA TOE -TOE OF SLOPE E.P. A.C. -EDGE OF PAVEMENTt —ASPHALT CONCRETE I70 OIR Y REMOVE EXISTING 8" VCP SEWER MAIN 852 LF C.L.F. —CHAIN LINK FENCE 71 REMOVE EXISTING SEWER LATERAL 24 LF CONIC. —CONCRETE 3 EA PKWY DRAIN —PARKWAY DRAIN 72 REMOVE EXISTING SEWER MANHOLE -HANDtCAP CONSTRUCT 5' SEWER MANHOLE PER CIN OF FONTANA STD. 2001 2 EXIST. — 73 A TRANS PAD —TRANSFORMER PAD BLDG -BUILDING M.H. -MANHOLE AHE LuNTwACTUK Swu.L NI THE FOLLUWZNIA; UIIUTES OR AGENCIES T -B. -TOP OF BERM A MINIMI OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (510) 645-2929 CITY OF N(ONTAHK (909) 350-7610 TIME WARN" CABLE (909) 975-3398 SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 FONTANA NYATER COMPANY: (909) 201-7333 SOUTHERN CMTORNIA EDISON COMPANY: (909) 928-8270 INLAND EMOIRE UTILITIES AGENCY: (909) 993-1600 - SHEETINDEX '11 TITLE SHEET 2 i 8" SEWER PLAN AND PROFILE STA. 1+00 - 10+00 3 18' SEWER PLAN AND PROFILE STA. 10+00 - 16+001 REVISED SEWER MAIN PROFILE TO ALLOW FOR CONSTRUCTION OF_OFESS/`AI STORM DRAIN MAIN VR,..•.., ..l1v Il Q HU 1T j—'BOL.LARS, INC .��OEH. yG':°y11 3990 GorrCouRS, "TC 33a HUITT-ZOLLARS, INC. IS ENGINEER OF RECORD FOR DELTA 1 ITEMS AS / •J $' IA 1 SHOWN ON THIS PLAN. cT' / w:Z NO.33366 D;m j Or1rAR10, U 91761 " I EX ION r' A 0 %9-9-41-7-71111, X 11411 PREPARED UNDER THE SUPERVISION OF: A� *i 6-30.201(1 *� /// 273 �� SqZ OF CAL%f '- MAURICE MURAD, PE 33366 EXP. 6/30/16 DATE 2/16 r -W10 14-OrH saao�-ulf\325n=r 3254-4e1M«. BASIS OF BEARINGS: BENCH MARK: 4 O, wv wvam rom ipAIE j D'I CITE I DAW SHOULD CONSTRUCTION OF TIE REQUIRED IMPROVEMENTS NOT �o � Qlhiaxs Ellr'7i/7GL'li�� CITY OF FONTANA, CALIFORNIA CITY OF FONTANA ffNCHMARK N0. �� Q 1..,.. F.�siV4 "O'�iiAD SEE DETAIL SHEET 1 UT COMMENCE WITHIN TWO YEARS OF T?1E DATE OF APPROVAL A lE. Qu ANWOt CALOM .. ,�,s FEWER IMPROVEMENT PLANS 289 s Q AY(714A21—N1nfAf(71s�i-Vl—.171 FOUND RAILROAD SPIKE N TIE NORTHWEST SIDE OF mow^^^ M ^^ w^^^•^^^^^^- i SHOWN HEREON AND CARRED FORTH IN A DILIGENT MANNER, � Lu . p au.fJ c. TITLE E3HEET � �,� P< Nle Under The vision Of NUMBER 61319 J 111E NORTHEAST DIAL THD VOpV'NG I , f RCE N0. 56156 * OE9wLD Bt: FARC�L °MAP X54) �iE OF THE NTEIRSECTI01 OF SANTA ANA AVENUE THE CITY ENGINEER MAY REWIRE REVISIONS TO THE PLANS TO s Els a-yI-16 BEFORE DAYS BEFORE f J P. FONTANA, C.A. 92337 12/b t1r114 AND CATAWBA AVENUE. YOU DIG / YOU DIG z RECOSD DWAW/N6 FoeAImm5 cwcY JM I • al"?door, > 2 1 ^ BRING THEM INTO CONFOIMANCE WITH CONDITIONS AND t\C►V 1Vj Q Dote ; ;1, "Om or AVFevltu ar. / pura•G •D ATIQN : 032.�2' TOLL FREE 1-800-227-2600 Q+RELOCATE EX. SEWER MAIN TO ALLOW FOR NEW 11/25/15 JM I ti h•I F OF C A • NEO REINHARO STENZEL RCE NO. I55 R.S. /' lf� _ _ f _ /C ' ! ' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. �� r - 5182 STORM DRAIN MAIN (SEE SHEET 2 AND 3) -� C, ENCINEE4 RCL. ::!"Z DA?E: 3