The URL can be used to link to this page

Home My WebLink About2595-1I I RCIP 1 I I PAKEL 1 PMI 70584W KIP I� I II � I i w 1/2 LOST 1051 1 ----------- I I { PARCEL 2 PMI 7058 1 1 I al I i � I NRY4 I I< I _ NORM UNE Of Lff ION -� _ � �- SOUIN LINE OF Lar 1061 I 1 UK of 2 � I i I { PARCEL 3 PMI 7055 I N I I � 1 W 1/2 LOT 1068 �'----------- I I I RCP I % 4T FWPl i I PARCEL 4 PM 70581 1 1 �► o------�, --� { ate' co i 1� 4 3G' RCP -- ----- ■ ------------------ ------M--N--MN __ IN w a a { { INDEX AIA F NM TO SME VICINITY MAP 1 PAVR7NOTE' TO PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY ALL JOIN LOCATIONS AND ELEVATIONS. SUCH VERIFICATION SHALL INCLUDE, BUT NOT K LIMITED TO, UTILITIES, CURB. GUTTER, SIDEWALK, FLOW LINES, PAVEMENT, STREETS AND GRADE JOINS. IF DISCREPANCY EXISTS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THIENES ENGINEERING AND NOT PROCEED WITH ANY CONSTRUCTION OR GRADING UNTIL VERIFICATION BY SAID ENGINEER IS COMPLETE. IF CONTRACTOR STARTS CONSTRUCTION PRIOR TO VERIFICAMM. HE SHALI ASSUMES LIABILITY FOR ALL RESULTING COSTS AND QAMAGEIL UNDERGROUND UnUVM- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND W LITiES, PIPES, AND/Olt STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL, HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED OF ANY UNDERGROUND UTITLITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. Uf(11d@rrgrr@und ,lorna@(g Zt�@rt Cot TOIL FREE 1-400 422-4133 = am �Illff vw m Ilk FOR ChB--ChBWA bE AND F=t KA E::> F=? jonk I1V PIAN FOR HENRY J. KAISER HIGH SCHOOL QUEN& AV 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE AWE W CQNM4CR2W 1. CONTRACTOR SHALL PROVIDE 911 SHORING FOR SEWER AND STORM DRAIN CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS CONSTRUCTION AS NECESSARY TO MAINTAIN ALL EXISTING TRAFFIC LANES. DATED 1975 AND ANY REVISION sREl1i'fER� A140 JAN !'yEKNI►Rvrowo DA - (r MIN. THICK CONCRETE COLLAR. 2. CONTRACTOR SHALL REMOVE MID REPLACE A.C. PAYEMEW TO MAWCH 2. C N RUCTION P NITS OBT FONTANA EXISTING FOR SEWER AND STORM DRAIN CONSTRUCTION. PUBLIC WORKS DEPARTMENT PRIOR TO THE STAIR OF ANY WORK WITHIN & CONTRACTOR SHALL PROVIDE AND PROCESS DETOURING PLANS FOR THE CITY QTS' AND SAN BERNAFRDINO CSN. JURUPA,, CHERRY, AND ALMOND AVENUE FOR SEWER . STREET, SIGNAL. 3. ADEQUATE STAKE'S SMALL L)E SET BY TME ENGOCIER TO E1NME TiI UTILITY AND STORM DRAIN CONSTRUCTION. CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. EA 4& --CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY STD. PLAN NO. 4. THE CONTRACTOR SHALL BE KLSPONS FOR LOCAMON AND PROILCIIOR 4. ALL PIPES OR SUBSTRUCTURES OF ANY KMS ANp ALL TELEpMNE OR OF TRAFFIC SIGNAL LOOP SENSORS, SIGNAL, STREET LIGHTING AND INTERCONNECT POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION CONDUITS. WHERE DAMAGE IS CAUSED BY THE CONTRACTORS OPERAITLOK STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED THE CONTRACTOR SHALL REPLACE DAMAGED FAC .11Y AT NO COST TO WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION,. THE OWNER. SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S 5. THE CONTRACTOR SWILL SHALL PROVIDE A MOO" OF TWO FOURTEEN FOOT RESPONSIBILITY TO NOTIFY ALL Of THE AGENCIES CONCERNED BEFORE WIDE TRAVEL LANES IN EACH DIRECTION AND ACCESS TO ALL ADJACENT CONSTRUCTION BEGINS. PROPERTIES DURING AND AFTER WORKING HOURS ON CHERRY AND S, AS BUILT PLANS SHALL sE PROVIDED TO THE CRY BY THE CON JURUPA AVENUE. CONTRACTOR SHALL ALSO, BE RESPONSIBLE FOR 8a-- 3W M;P STORM ~ PINE D -PER MAIL PROVIDING TEMPORARY STRIPING LEFT TURN POCKETS AND SIGNAL IL ALL UTILITY COMPANIES SHALL BE GIVEN 46 HOUR NOTICE PAM TO WOW PHASING AT THE INTERSECTION OF JURUPA AND CHERRY AAIB THE AROUND THEIR FACILITIES. INTERSECTION OF JURUPA AND ALMOND. 7. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. d. AT THE END OF WORK DAY, EXCAVATIONS SWILL BE FENCED AND & ALL MATEMAt.S NO ME"11IOOS TO K St1BJECT TO THE APPW*L. OF TIt BARRICADED. TRENCHES SHALL BE FILLED PAVED AND BARRICADED TO ALLOW SAFE MOVEMENT OF TRAFFIC. CITY ENGINEER. 1.0' STD. DETAIL 122. 7. THE CONTRACTOR SHALL MAINTAIN ON A 24 HOUR BASIS ALL SIGNS. 9. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (NMN.) AND MMI. COMPACTION DELINEATION BARRICADES TO INSURE PROPER FLOW AND SAFETY OF OF 90%. TRAFFIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT 13 REMOVE AND REPLACE EXISTING 42" R.C.P. OF ANY ADDITIONAL DEVICES NECESSARY TO ASSUME SAFETY TO THE 10. IF EXIST*4 UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED PUBLIC AT ALL TIME DURING CONSTRUCTION. IMPROVEMENT. WORK SWILL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. OF48!'R.C.P. TO EXISTING MANHOLE. ( & THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING. SKIN& AND 11. R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TRAFFIC LOOP SENSORS TO ITS ORIGINAL STATE AFTER COMPLETION AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAG OF CONSTRUCTIOK BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANI 9. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE FOURTEEN FOOT WN-)E_ K LANE IN EACH DIRECTION AND ACCESS TO ALL ADJACENT PROPERTIES 12. WORK IN PUBLIC STREETS. ONCE BEGUN. SWILL BE PROSECUTED TO COMPLETKM DURING AND AFTER WORKING HOURS ON ALMOND AVENUE. WITHOUT DELAY SO AS TO PROVIDE MINI IN INCONVENIENCE TO ADJACENT PROPERTY 10. THE CONTRACTOR SHALL PHASE SEWER. STORM DRAIN AND STREET OWNERS AND TO THE TPMELIANG PUBLIC. CONSTRUCTION ON ALMOND AVENUE. CHERRY AVENUE AND JURUPA AVENUE 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER m IN ORDER TO PROVIDE TWO TRAVEL LANES ON JURUPA AVENUE IN EACH PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR DIRECTION. TWO TRAVEL LANES ON CHERRY AVENUE IN BOTH DIRECTIONS AND FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ONE TRAVEL LANE IN EACH DIRECTION ON ALMOND AVENUE. ANYAND ALL WORK IN CONNECTION WITH SUBDIVISION CONSTWWTKK 11. THE CONTRACTOR SWILL BE RESPONSIBLE FOR PREPARING ALL NECESSARY 14. ENGINEER SHALL CHECK OUT ORIGINAL STORM DRAIN PLANS AND TRANSFER "AS -BUILT' CALCULATIONS PLANS AND DETAILS FOR ALL SHORING REQUIRED. INFORMATION. PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN SYSTEMS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROCESSING SHORING /ILL w�!}tK ►N�rID11 tt1� GI rr LIMIT'S "AU., IM OWNSr1M PLANS THRU THE LOCAL AGENCY FOR APPROVAL S►iNJ 17A KV llllf"I FI CATI" Folz FV JC WVAK 4"rXLW4W (Csf.EN3N 000K -- L.^rebr l3onrON) PRfVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SMALL BE RESPONSIBLE FOR DETERMINING AN ACCErTABLE SOLUTION AND REVISIN THE PLANS FOR APPROVAL BY THE CITY. BENCH NARK: CIN OF FONTANA B.M. 578 RAILROAD SPIKE IN POWER POLE N0. 897925 (3) E. AT THE N.W. COR. JURUPA do ALMOND AVE'S. ELEV. = 935.76 ( 1976 A V1111SD 6MV.. AIL' *%/, ADDED SHEET A/o. 6 AMViSEb 6 A.IEZ4L \J0'r,!5AE1 AAlb Az>heb Alines Id A,Je 15A1.96 d1rYS16u1RIZe atac,r. DESCRIPTION 1) ENG. DATE l0v#ffl DATE QRpFESSJp4 Haidook I. ✓� Aghaian A * R.C.E. N0. 043293 Q q Exp.3-31-00 �~ c THIENES ENGINEERING CML ENGINEERING. LAND SURVEYING 16800 VALLEY VIEW AVENUE ®LA MIRADA, CALIFORNIA 90630 (714)521-4811 FAX:(714)521-4173 THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF: 01, HAUDOOK I. AGHAIAN RCE NO. 43293 TMWMa 1a ---BREAK WTO E (MlW STORM DRAW Cl OUT AM CONNECT RCx wum (r MIN. THICK CONCRETE COLLAR. 1 EA 2a -CONSTRUCT 4T RCP STORM DRAIN POPE D LOAD PER PLAN. 1422 LF. _CONSTRUCT STORM DRAIN CLEAN OM PER SAN KItliIMWM COUNTY D ROAD DEPT. STD. PLAN NO. 208 AND 205 X=5'. 6 EA 4& --CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY STD. PLAN NO. NEW OR EXISTING 1 206 AND LOCAL DEPRESSION PER Chis' OF FONTANA SM. DETAIL 124 W -PER PLAN V=PER PLAN. a EV &-CONSTRUCT 41r RCP STORM DRAIN D -PER PLAN. 1516 LF. &_CONSTRUCT CONCRETE COLLAR DETAIL ON SHEET NO. 1. 3 EA 7& -REMOVE EXISTING PIPE CLOSURE. 2 EA 8a-- 3W M;P STORM ~ PINE D -PER MAIL 191 L.F. 9a --CONSTRUCT 24' RCP STORM DRAIN PIPE D -PER PLAN. 68 LF. 1 DROP INLET PER DETAIL ON SHEET NO. 5. 1 EA 11ONSTRVCT JUNCTION STRUCTURE PER Clnr OF FONTANA 24" 1.0' STD. DETAIL 122. 1 EA 0--CON6TRUCT W RCF STORM ORAS! PIPE D -PER PLAIN. m LF 13 REMOVE AND REPLACE EXISTING 42" R.C.P. 171 LF 14 CONSTRUCT 12" THICK CONCRETE COLLAR AT THE CONlNIEC11M OF48!'R.C.P. TO EXISTING MANHOLE. ( EA S CONSTRUT CONCRETE III AUKET !'ER DETAIL. ON *OUT 4# 4. A J 4 • 12 t CLASS "8' CONCRETE I D L T N NEW OR EXISTING 1 9a PIPE I 17' 1.0' 4' NEW OR EXISTING 1 Ir 1.0' S" PIPE 0 24" 1.0' A 3T 1.5' IT K 48" 1.5' 1 (' 5T 1.5' 1 T 6d 1.75' 1 � 4 • 12 6C 1.75' 1)"1" 3 - # 4 CIRCULAR TIES AV 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE GRADE EXCEEDS 0.10 FT. PER FOOT, OR IF CHANGE IN ALIGNMENT EXCEEDS 0.10 FT. PER FOOT. 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D -D1 OR D2 W4CHEVER IS GREATER. 3. FOR PIPE LARGER THAN W A SPECIAL COLLAR DETAIL IS REQUIRED. 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER 5. OMR REINFORCING ON PIPES 2,C AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE A IS LESS THAN 10. IL WHEN REINFORCING IS REQUIRED THE titAMETER OF THE CIRCULAR TD'S SWILL BE D + (2 X WALL THICKNESS) + g'. 7. WHEN D1 IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. a. PIPE MAY BE CORRUGATED METAL PIPE. CONCRETE PIPE. OR REINFORCED CONCRETE PrE. CONCRETE COLLAR DETAL N CITY OF FONTANA CALIFORNIA STORM DRAIN IMPROVEMENT PLANS FOR HEIVW J. KAISER h%GH SChOa APPROVED: DwG. ft 2585 .4 1 Ile CITY ENGINEER R,C.E.25126 GOV NTY OF SAN E RNAFIO Q A 7XW/Ff.00D CONMCL DEP DIROM J.P. RECOMMENDEDIAPPROVED 8Y: APPROVED BY: AS -NOTED B.L.T. Loot Upddw 11411s/r" LAND DEVEL I DATE ASST. DIRE OF TRAM DATE L-\1318\131 1 fV/2`9/97 AP DWIG. N0. DATE H.I.A.DIRECTOR OF TRANSPORTATION 2� 9 4 , I