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HomeMy WebLinkAbout3029-2. A GENERAL NOTES: 1 • ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CIN _ OF FONTANA STANDARDS AND SPECIFICATIONS, CHAPTER 33 OF THE BUILDING CODE, 1997 EDITION, AND THE CONTRACT DOCUMENTS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS �i ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. THE SOILS REPORT PREPARED BY. RMA GROUP, 10851 EDISON COURT, RANCHO QUANTITY CUCAMONGA, CA 91730, (909) 969-1751, AND ANY AMENDMENTS THERETO, CONSTRUCTION NOTES: ARE HEREBY MADE A PART HEREOF. 1 CONSTRUCT 4" A.C. OVER 12" COMPACTED NATIVE MATERIAL 81,930 SF O 3. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, Q CONSTRUCT 6" P.C.C. CURB do 18" GUTTER PER CITY STD. NO. 1003. 1,520 LF F INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUIBBLE, TREES, AND ROOT SYSTEMS, SHALL BE REMOVED FROM THE SITE TO THE © CONSTRUCT 6" P.C.C. CURB ONLY PER CITY STD. NO. 1003. 2,320 LF SATISFACTION OF THE SOILS ENGINEER. Sj�AIlV�[T AVE S AVE 4. AFTER STRIPING EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED . . Q CONSTRUCT HANDICAP ACCESS RAMP PER CALIFORNIA ADA MANUAL FlG.14 (DETAIL ON SHT. 1) 8 EA NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF TOE SOILS ® CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN (REQUIRES SEPARATE PERMIT). ENGINEER. �ITr'c�cwpe 5, THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, © CONSTRUCT CATCH BASIN PER A.P.WA. STD. 300-2 (WdtV PER PLAN) 4 EA Landscape Architecture 80 LF and Planning AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN O CONSTRUCT 18" WIDE CONCRETE CHANNEL PER DETAIL ON SHEET 1. 19762 MacArthur Blvd., Ste. 130 ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT Q INSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH STEEL PARKWAY 48 LF N GRATE OR APPROVED EQUAL, DETAIL ON SHT. 1 Wchw, CA. 1 RIe1Nrrd Poihomui, Liosnss CA -02M 6. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 14 EA i 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO Q INSTAL. BROOKS PRODUCTS CB -2424 CATCH BASIN WITH STEEL PARKWAY (948) 641-937A (948) 476-1432 FAX AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. GRATE OR APPROVED EQUAL, DETAIL ON SHT. 1 C p��r 0-1557-70 METHOD OF COMPACTION TO ATTAIN A DENSE AND UNYIELDING ® INSTALL BROOKS PRODUCTS CB -1212 CATCH BASIN WITH STEEL PARKWAY 3 EA C��VRnS AVE CONDITION. GRATE OR APPROVED EQUAL, DETAIL ON SHT.1 N0. REVISION 7. COMPACTION SHALL DE OBTAINED BY METHODS APPROVED BY THE SOILS ® INSTALL N.D.S. ( NATIONAL DIVERSIFIED PRODUCTS INC. ) 6" SPEE-D BASIN WITH 6" ROUND 3 EA ENGINEER. BRASS GRATE do SCREWS WITH STYRENE COLLAR OR APPROVED EQUAL. I SRERRA ® INSTALL N.D.S. ( NATIONAL DIVERSIFIED PRODUCTS INC.) 4" ATRIUM GRATE NDS#75 2 EA a 8. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED APPROVED E I l2 t5 0 DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE W INHIBITOR OR RO QUAL ATTENTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING. ® INSTALL 6" DIA. P.V.C. SCH 40 PIPE. 175 LF 9. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND ® INSTALL 10" DIA. P.V.C. SCH 40 PIPE. '4.81 LF S BUILDING CONSTRUCTION OPERATIONS. , 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ® INSTALL 12" DIA. P.V.C. SCH 40 PIPE. 103 LF "" BOB ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE INSTALL 15" DIA. P.V.C. SCH 40 PIPE. 1,325 LF MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR Q ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE ® INSTALL 24" DIA. HIGH DENSITY POLYETHYLENE PIPE. 1.407 LF «' REMOVED IMMEDIATELY. ® INSTALL 45' P.V.C. ELBOW. 6 EA M 11. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER ® INSTALL P.V.C. WYE. 6 w APPROVED BY THE OWNER, AND COMPACTION REPORTS PROVIDED FOR CITY INSTALL 4" P.V.C. SEWER LATERAL III If IIJ 322 LF APPROVAL.cn 12. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR INSTALL 4" CLEAN OUT PER CITY STD. 128 4 VICINITY MAP SHALL FURNISH THE ARCHITECT, OWNER AND THE CITY WITH THE CIVIL ® INSTALL 2" WATER SERVICE 263 LF ENGINEER'S WRITTEN OPINION THAT APPROVED PLANS AND COMPACTION ® INSTALL 3" DIA. P.V.C. SCH. 40 DRAIN PIPE. 48 LF REPORTS FROM THE SOILS ENGINEER THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. • 13. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND 00 U NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO D �a0e7� S.F. N ON THE START OF WORK. U 1� a' o'8 14. PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL ��iNT�Es: W OBTAIN COMPACTION REPORTS FROM THE SOILS ENGINEER THAT THE PROPER 0 W SUBGRADE COMPACTION HAS BEEN OBTAINED) AND SHALL FURNISH SAID Off: : 23 3 C.Y. (RAW) REPORTS TO THE OWNER FOR APPROVAL. INDEX MAP 70 SQ WH 1;� ,,,,I- L 6Top I:12 70 SQ. WG l 0- r l FU: 179076 C.Y. (RAW) AGGESSDILITY 61GN 4 r MAX. 4S MAX.&CZ66115LITY 61GN V N Z 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PER. SEG. 15107A(6) MIN. SLOPE MIN. PPR SEG. 3107A(6) r�TTl� PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FF O O FOR RESOLUTIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE PAVEMENT AREA"M lW S.F. PEDESTRIAN �aurE a w FOR DESCREPANCIES NO SO REPORTED AND RESOLVED. SIMWALX AMASIS M S�. Wt1EEL STOP PEDESTRIAN ROUTE o • 1 V UNLESS OTHERWISE NOTED ON � D f � oLg 16. ALL MANUFACTURED SLOPES ARE 2(H). O 1:10 MAX. THE PLANS. NO SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2(H): 6" 18" 6" 5 OPE SIDE SLOPE 1(V). 2 2 17. SEE THE DIMENSION CONTROL PLAN FOR PRECISE HORIZONTAL CONTROL R=1 /2" \ R=1 /2" DATA. CURVE DATA, BEARINGS, DISTANCES. ETC. 18, PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL 6YMDOLPEER OBTAIN THE CIVIL ENGINEER'S WRITTEN OPINION THAT THE PROPER " " .• . :? . ° ., ® PER. SUBGRADE ELEVATIONS HAVE BEEN OBTAINED AND SHALL FURNISH SAID 18 -SIDEWALK PER 18 c° SLOPE �r SEG• �I07A(G) SEG. �Id7A(G) WRITTEN OPINION TO THE OWNER FOR APPROVAL. ' • 1.12 .. M U .. . ° 19. MINIMUM GRADES SHALL BE: . : • ; ' • ° 4 •• 9=d' MIN. 9' O" Y -a' MIN. 9'-e MIN. • ° ° 5-0" MIN. AT TYP. (A) CONCRETE STRUCTURES, "V" GUTTERS. CURB AND GUTTER, ETC. - 0.507° 5=d' MIN. AT TYP. AGGE561�LE PARKING AGGE661bLE PARKING � CURB do GUTTER CURB do GUTTER 0 00 STRIPES AT 'Xo" STALL S-0' MIN. AT STRIPES ATS $��� MIN. AT Z (B) ASPHALT, TURF. GRADED SOIL. ETC. :c 1.OX °. • VAN Al.GE61�l.E ON CENTER VAN ACCE61ME PARKING STALL r�"•4 - a ' • , • DTM.. ON CENTER PARKING STALL D1 .--1 20. CONTRACTOR SHALL IMPLEMENT SAND BAG EROSION CONTROL MEASURES AS '� N T.S 51NC�l..E DOI LY pi.., .1 NECESSARY TO PROTECT THE GRADING OPERATIONS AND ADJACENT c,GF 0.1 ' PROPERTY. EROSION CONTROL MEASURES TO BE IMPLEMENTED IN ACCORDANCE WITH CHAPTER 33 OF THE U.B.C., 1997 EDITION. TY'IGAL AG�55iAZ PARKING t° ` 0 21. ALL TRENCH BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 'URB 61 O 0 C - C 22. CITY OF FONTANA UTILITY NOTIFICATION LIST N.T.S. ^� � U O CITY OF FONTANA PACIFIC BELL CO. ~ p ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKERNo. 1212 8353 SIERRA AVENUE 3939 E.CORONADO STREET • x W*4400n TRAFFIC C GRATE PA M OR BL G• -•i '�_, �ial r m r 80,9694 STEEL PARKWAY CB•8B96 TOP SECTION TRAFFIC GRATE QALY. OR BLACK ,�R'�� �" OR TRAFFIC SOLID COVER OR EXTENSION WG 321bL AVAILABLE WITH OR 861.2424 STEEL PARKWAY OR E(4 TOP SECTION � FONTANA, CA 92335 ANAHEIM, CA 92807 • ��+'M � �� ,T�,,v OR TRAFFIC soup covER, OR ExTEN�IOH � (909) 350-6632 (714) 666-5467 _� I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS of EXISTING OR PROPOSED WL Nb..FARICm wro K.O. FRAME r-•1 SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE M. "T,yt� ����„ � MIT. 0Ibx.PARIMY. W/0 K.O. POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SsEPARATELY USING THE SAME CLASS ; WL 1061bs.TRAITIC ANAILABLEWITH S0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) app �,�. of CONCRETE As IN THE BASIN. WHEN Pp Eo MONOL"ITHICALLY fHE aIDEwALK SMALL BE ORWIf110UT 147/r 14116" 111r w ORWrtHouT 1-I ATTN. GREG GASPAR ATTN: JACK HAVES I+ - PROVIDED WITH AW PLAN OR A 2S Awtl'1 oEEP sAwCUt CONTINUOUSLY AROUND OALV FRAME THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OALY.FRAME 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, LIN[ t OF THE ,1,rWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN ORAO�. °r> :] _ SON . FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJ TO �1E '� O CA. 92335 ONTARIO, CA. 91761 = „ 40eAr' 40 ere" (909) 428-8411 (909) 390-4736 I L I I ouRf UN[ 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE •SEE 41 e) � 201/4" f61N" _ . .41 fTAf M .. SHAPED BY PLASTERING. pcTR� CHART EMERGENCIES: (800) 427-2200 bM 2 fl t Mum 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL I I l4'NNN AND LATERAL SLOPE OF Is 12 MINIMUM AND Is 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE 0 SQR-?A24P STEEL GENERAL TELEPHONE COMPANY i A110 w (( ExCM $ PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE PARKWAY GRATE SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK OAM2N�"NoliA a" (I �-ffnr_ THE SAME AS THE GUTTER, GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. �. 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. N ( ArE 4. DIMENSIONS: SGR-"P STEEL No. 1212 STEEL PARKWAY OR No. 1212 LOWER WE 64ThL FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) _ _ PARKWAY GRATE TRAFFIC soup COVER !� � e • 970 aIM3'-Z'1 40 6B" CB -9496 LOWER SECTION '- Y •THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF WT. 2/ Ea PARKWAY " (909) 820-5598 UNDERGROUND (800) 422-4133 ; , OPTIONAL fuftRAK mul „ THE CATCH BASIN AT THE OUTLET •.1.38 wA4.8'l. W/KNOCKOUT AOR ��� �� ��W�������(909) 675-5100 TRANSMISSIONS VU• THE DIFFERENCE IN ELEVATION BETWEEN THE TOP Of THE CURB ANo THE INVERT ATGALMIRRAME GI 1WITHOUT FRAME e TNN UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS yyy -= OF NOTE 3. BUT SHALL NOT BE LE88 THAN CURB FACE. PLUS 300 0»x912-). (213) 637-1233 PIPELINES FONTANA WATER COMPANY - fTln6 SECTION A -A Y, • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND. THE INVERT OF 40616" 1S" 16 1112" • S�CHART SGR-2424TSTEEL (909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. McGRAW A _ _1 THE INLET. NOTED ON THE PROJECT PLANS. 3y1r + . r. TRAFFIC F 800 422-4133 8440 NUEVO AVENUE „� H •NOTED ON THE PROJECT PLANS. BEE ( ) CA 92335 -° w • NOTED ON THE PROJECT PLANS. CHART f° I"' OHM FONTANA, L A ■ THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE T K UIEVAREs 0 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. NO. 1212 LOWER ONE EAC, wrlll �I' ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5045 S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- ��, Z • �, FIED THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHEM�E THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL TRAFFIC GRATE W w (619) 868-6040 INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A �" DOWEL DETAIL. SKEW NECESSARY TO INSURE MINIMUM 80 06193.1 PIPE EMBEDMENT AVUL AROUND. WITHIN WL 301 CBti9694BOTTOM SECTION PLAN THE CATCH BASIN_ MIA�L, ANO 7S w4M3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. 12 4 ' M2424 BOTTOM SECTION Z l UNDERGROUND SERVICE ALERT ALL AROUND AOJ TO PIPE EMS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE l > USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN.WNENEYER ANGLE *A@ 13 LESS THAN j STRUCTURAL DATA 7o DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE 18 LOCATED (800) 422-4133 IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION. IN ANY CASE WALL AND SLAB DIMENSIONS AND. IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVO CUT- 406J8" OF WINDS IN EXCESS OF 25 MPH. REINFORCEMENT REQUIREMENTS TING STANDARD LENGTHS OF PIPE. 33/1s� • `. 23. ALL GRADING SHALL CEASE DURING PERIODS RE„IF�T ® A. ;v SITE SHALL BE KEPT CONTINUOUSLY WATERED DURING PERIODS OF HIGH WINDS G. STEPS SHALL BE LOCATED As SHOWN. IF THE CONNECTOR PIPE MNTERES WITH THE STEPS. MAX MAX t Ir REQUIRED IN THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM WALL. STEPS SHALL • + s y • Z Is"I TO PREVENT AIRBORNE EROSION. w r FRONT REAR BOTTOM END BE SPACED 300 aNMl2h APART. THE TOP STEP SHALL BE 178 1SIM7•) BELOW THE TOP TO THE • ,,._• ' SEE WALL WALL iLAB WALL MANHOLE AND PROJECT GS nrM2=t/2•). ALL OTHER STEPS SHALL PROJECT 130 x.nf8•). • ® ; , sk ; CHART 1.0 alas') f.4 d6') 150..96'1 Mo wds•) 7. BACKWALL REOUIRED AT EACH CORNER AND AT 2 u47') ON CENTER (MAXIMUM) ALONG THE • • ® Q 1.0 m(LV) as d1!') no adsN foo xxx9N)Ask • O 124 LO d7'f Ls ds') Ni0 ads'1 160 ad6M FIM • 300 mOP4slr) 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREINs I"" TS r w A s►�O s+ r NOTE. 308 MONOLITHIC CATCH BASIN CONNECTION "'I6IST12 1r roto NO K.O >Go dt•) ss war) no .ds"1 foo ad6"1 306 CATCH BASIN REINFORCEMENT smn r sIs NO K.O. 4.0 004'1 Ll WWI 00 wMs"1 160 .a4f') R 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 31011112 tr roto HOMO. "N" To r Bos No K.O. a G PER NPDES REQUIREMENTS A NOTICE OF INTENT (N.0.1.) [ 312 CATCH BASIN MANHOLE FRAME AND COVER IS REQUIRED FOR THIS DEVELOPEMENT. L4 dr1 I" wash foo wah a 635 STEEL STEP •>tteTTn m 1az, .n 14"x14"K.O. 4A 004'1 o f dlf'1 1100 xrMs9 11110 wM107 636 POLYPROPYLENE PLASTIC STEP Im m 21" fOti .N 14" x 14" KA. i 2K41YI ti" SOS NOK O F •Ipt 126 it t>�I Mn t4" x t4" K O 1212 Te 0" too NO K.O. i �" •2424 TIS tr IDI •is) r x t4" K O 0 R S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND OMISH.UNITS ARE NOT EXACT EOUAL .i ' 2421114 2t" Holo xr1O,4"xv1-K0. Li d+') 00 adsh Iso Sides) R [ VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE � 1212710 10" 160 NO K.O. 1.s ds') 00 0dP) 1100 adN1 0 O METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED �" 4B" 1212T12 12" 206 NO f [ U FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALLVALUES USED FOR CONSTRUCTIONAM dMh A% - PRIVATE ENGINEERS NOTICE TO CONTRACTORS: M >a. .r .�° w/O,4"x,PKO -I424L,2 Ir ON W1pgrxl4"KO �' ; � L4 016'1 foo 0df9 000 0d6•! 1 SHALL BE ENGLISH UNITS. R IgtLeo eo x160 wi(41,4"x14"KO \ :/" „ 0.0 Dao') 000 xx4ls•1 f6o 0xt1o•) M c '9424tu tr toS • wil21rx,4"K.Q. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES of w') No xx.ts•) 11110 4..110.1 T �wwwwrw FOR w > s am). r > a.6 da') off > Lf d4') stt[ PR0.1[CT PLANS �wwwwrw 1212 L12 tr' Hes, wn a"x10"K.O. tr'x12"CATCH BASIN � ii/,►W/it/ itl41.94 sr Holo w�98+4"x,4"Ica IIIc ew 4r . SKI w/ 9R 14" x /4" KA. 36"x30" CATCH BASIN .�1� WITH 5" WALLS Pw o o u e re SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO Pueuc yrsASSOCIATION • SOUTHERN CALIFORNIA CHAPTERANERICMPtImm Mels air et" OW W/M I4" x 14"LO. WITH r wALls AOP AN&S a 1210 Lis 1e" 208 W/4 f x 12" K.O. Dome w H DAM THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE AIM1A91pARp WOW- TION- SOUTHERNCALIFOrMACHAPTER fTA0001)PLAN 1212 IN fe" 05 w/4 rx22"K.O. an or Ins W/1R14 x,P1co. 2r'WITHrTCLL$ wnwa�,�Srna 1E71M� 300-2 • WITH FRAME ONLY . 2= 4.85 '• aMam. . f�I fIS aS" 4oto wiah t4" x,4" K o WITH s" WALLS �PRPO fJCT6 SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY ,x CUR"PENING CATCH BASIN 300 _ 2 CURB OPENING CATCH BASIN ft1�T20f2 "1NA1ORw/NO� "'"""°` """"`°°' Ot"10.08 • WITH FRAME ONLY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE ,,.*�„ "• WITH ORWITHOUT FRAME " !" -�► •••••� • • CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE INErMTN6TAl10AIbEF�lIOATIOIMPORPUBlJCM10RK600MfTIN10T10N+a�= LEGAL DESCRIPTION I�IAiIIIC: No. 615 OF i98AF1NQ�' Gt.to.Gs 88" ----- UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE E BEARING of N89.3o os E ALONG DRAWINGS. BEING THE NRECORDED /2, R 1 D2�IN BK.� 03 /PAGES SEC. 2SOFWRE ORD O RD RAILROAD SPIKE AT INTERSECTION s.e �No. LINEPER OF SEC. 0, TUSED '5sF �- OF SURVEY, ECO DE OF CITRUS AVE. AND LOS CECROSDWN CHK ' CB/FID/MM SS/RP AVE., IN POWER POLE NO. 9011E THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SURVEY IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, ON THE EAST SIDE OF CITRUS AVE. E BASIS OF BEARINGS FOR THIS SIERRA LAKES' SPECIFIC PLAN DATE 1/14/02 FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS STATE OF CALIFORNIA. APN 226-201-05,06,07,12 PIAN. ELEVATIOPk 1467.59 APPLY CONTINUOUSLY INCLUDING ANDNOTNOF ALL OT LIMITED TO AND PROPERTY; WORKING THOUTHIS RS SHALL THAT THE REH�°N DESCwTI°N DATE DIM am DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA JOB � 01-017 CONTRACTOR FROM A DEFEND, INDEMNIFY AND HOLD ALLEGED IN NR CONNECTION DNTHE CTIONW R COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MADOLPREPEA AND ASSOCIATES, N THE OFFICE NC. PRECISE GRADING PLAN HARMLESS FROM ANY AND ALL LABILITY, REAL OR N JAN 14 200 THE PERFORMIWCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING 10001 CHURCH STFEET , STE.107 DRAWN BY: SCALE: FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, X16?62qM8� � ) sl>3o M"A. S.C. SOCCER PARK AS SHOWN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO XPP: 9-30-0 DESIGNED BY. TITLE EET DAA' ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BEFORE DAYS BEFORE S.C.L. E.R.F. t/�4/02 F7 I YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : (-��-��- CHECKED BY: DRAWING NO.: 2 TOLL FREE 1-800-227-2600 Ia 11� Z' ' � • oZ of 39 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. M.L.B. 3029 39 JA826-11801grading\pg1.dwg, 01/14/200211:47:01 AM, of