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HomeMy WebLinkAbout1852-D �..- VICINITY MAP BENCHMARK: S.B.C.B.M. 011 12 STORM DRAIN IMPROVEMENT PLANS BOLT STAMPED S.B.C.B.M. 01112 AT u FOOTHILL BLVD. do 1-15 FWY. IN N. CONC. CURB CENTER DIVIDER, N. OF BASELINE ROAD W-LY CONC. BRIDGE SUPPORT a tris Uj ELEV. (1203.744 FEET) 366.901M D FOOTHIL OUTE 66 BOULEVARD ADJ. 10/26/1982 z > �Pl w z LLI L ( R STORM DRAIN GENERAL NOTES O fi MILLER AVE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS rkA NOTE: (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD ALL WORK DONE WITHIN STATE RIGHT OF WASPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH SUPPLEMENTS. CONTRACTORSHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND REQUIRE SEPARATE PERMITS FROM CALTRANS. PROJECT SITESPECIFICATIONS. rlC2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, CONSTRUCTION NOTES and ESTIMATE of QUANTITIES. FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS _ OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR 1 REMOVE INTERFERING PORTION OF EXISTING 36" DIA. R.C.P. AND JOIN WITH PROPOSED. L.S. NOTICE REGARDING METRIC DATA. o Q PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. LO 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 2� CONSTRUCT 900mm (36") DIA. R.C.P. (D-1500). 75.3 L.M. ALL WORK WITHIN THE CALTRANS RIGHT OF WAY (FOOTHILL BLVD.) 4 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 3 CONSTRUCT 750mm (30") DIA. R.C.P. (D-1500). 13.1 L.M. IS SHOWN IN METRIC DATA. ALL ON-SITE WORK IS SHOWN IN U.S. FEET INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. (RT 66) BOULEVARD 1.3 L.M. METRIC CONVERSION USED: 0.3048 METERS PER 1 U.S. FOOT. FOOTHILL 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE , PAVEMENT, CURB, 4o--CONSTRUCT 600mm (24") DIA. R.C.P. (D-1500). GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN 5 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. 2 EA. SYSTEM. 0 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE NO. S.P. 176A. 2 EA. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA 3 RIGHT-OF-WAY. 7 PIPE BEDDING PER CALTRANS STD. PLAN A62D. 95 L.M. ri 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE ( 8 r-TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. 95 L.M. STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY,DEPARTMENT OF �--� ARROW ROUTE TRANSPORTATION (CALTRANS) -STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND 9 REFER TO PROJECT STREET IMPROVEMENT PLANS FOR REMOVALS (CATCH BASINS, CURB do GUTTER, TREES ETC.) N/A AND MAINTENANCE WORK ZONES- (S.A.F.T.), LATEST EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. 7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF THE THE QUANTITIES NOTED ON THIS PLAN ARE BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK PROPOSED STORM DRAIN. REQUIRED FOR THE PROJECT, THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN 8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS DETERMINATION OF QUANTITIES AND A COMPLETE JOB. TRAFFIC CONTROL NOTES TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA 1. TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONES WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY REGISTERED CIVIL ENGINEER. WITH THE MOST CURRENT EDITIONS OF THE CALIFORNIA CALTRANS STANDARD SPECIFICATIONS, STANDARD PLANS, MANUAL OF TRAFFIC CONTROLS AND THE STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SYSTEMS. 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA 2. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE ABOVE STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES NOTE: MENTIONED STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE PROJECT DETOUR AND PHASING THE PROPOSED INMODIFICATION LLBSODIFIEBEAAP/ROVED BY THE OR PIPE OF DITTO ENGINEER.RENGTH SHALL BE PROVIDED. THE NOTE: CONTRACTOR SHALL REMOVE ALL DEBRIS PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL FROM THE DOUBLE BEVELED PIPE SHALL CONTAINED IN EXISTING STORM DRAIN LINES ENGINEER. 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. BE USED FOR ALL PIPE TO WHICH CONNECTIONS ARE BEING MADE 3. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND ALONG CURVES. CURRENT EDITION. WORKING HOURS SHALL BE BETWEEN 7:00 a.m. AND 6:00 p.m., UNLESS OTHERWISE TO THE SATISFACTION OF THE CALTRANS APPROVED, AS SHOWN ON THESE PLANS, AND CONTRACTOR SHALL MAINTAIN THE FULL WIDTH OF ALL TRAVELED AND ALL SUB-GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT LANES ON EXISTING ROADWAYS DURING THE HOURS OF 6:00 p.m. AND 7:00 a.m. AND AT ALL TIMES ON WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE INSPECTOR. SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PLACEMENT OF BASE MATERIALS AND/OR SURFACING. PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. ANY DEVIATION FROM 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE THESE REQUIREMENTS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER. STRUCTURAL SECTIONS (PRIOR TO PAVING). 4. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYLIGHT UNLESS OTHERWISE APPROVED BY THE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE ENGINEER. ALL TRENCHES SHALL BE BACK FILLED, TRENCH PLATED, OR FENCED OFF TO THE APPROVAL OF CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES THE ENGINEER AT THE END OF EACH WORK DAY. UPON COMPLETION OF TRENCH BACKFILL THE SURFACE OF BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY THE ROADWAY SHALL BE BROUGHT TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS, AND LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF THE CONTRACTOR SHALL, AT HIS EXPENSE, REPAIR ANY DAMAGE TO THE ROADWAY, INCLUDING ANY DAMAGE WORK. CAUSED BY HIS OPERATIONS OR CONSTRUCTION TRAFFIC. ALL EXISTING STRIPING, PAVEMENT MARKINGS, SIGNING AND LOOP DETECTION ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO BY THE CONTRACTOR AT THE COMPLETION OF WORK. MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO SUPPLY, INSTALL, SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL DEVICES ON THIS PROJECT. WHICH MAY BE REQUIRED, TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BICYCLISTS 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE WORKERS. CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES 6. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CALTRANS MANUAL FOR TRAFFIC OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER CONTROL THROUGH CONSTRUCTION ZONES. TO MEET FIELD CONDITIONS. 5 16. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN 7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A MINIMUM OF FIVE ( ) ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. WORKING DAYS PRIOR TO EXCAVATION. 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE 8. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 AND ENCASED PER ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CONSTRUCTION DETOUR. GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 3. 9. IF CONSTRUCTION IS TO BE DONE IN PHASES ALL WORK SHALL BE COMPLETED IN EACH PHASE PRIOR TO BEGINNING WORK ON THE NEXT PHASE. 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY / NO PARKING SIGNS. SIGNS MUST BE POSTED 24 HOURS IN ADVANCE OF THE APPROVED PROHIBITION. 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 11. EQUIPMENT, MATERIAL, OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL BY THE CITY TRAFFIC ENGINEER. 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED 12. THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION TO MAKE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY COMPLETED AT THE CONTRACTOR'S EXPENSE. STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I ' I f 13. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. IF SPECIAL APPROVAL IS GRANTED BY 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED I f THE CITY TRAFFIC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH A DRIVEWAY THEN THE CONTRACTOR TWO (2) WORKING DAYS PRIOR TO EXCAVATION. I I SHALL NOTIFY THE OWNER OR OCCUPANT OF THE CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL FULLY EXPLAIN TO THE OWNER / OCCUPANT THE PERIOD OF THE CLOSURE AND WHEN THE CLOSURE IS TO 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL I I START. UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY I I AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 14. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET WIDE UNLESS OTHERWISE SHOWN OR APPROVED BY THE I PIPE CITY TRAFFIC ENGINEER. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN 15. PEDESTRIAN OR BICYCLIST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY TRAFFIC ENGINEER. BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER Brick laid lengthwise DISTRICT, SANBAG RAILROAD (METROLINK), ETCETERA, PRIOR TO BEGINNING WORK ON THE PROJECT. 16. THE CONTRACTOR SHALL NOTIFY OMNI-TRANS AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY CONSTRUCTION and mortared OR TRAFFIC CONTROL AFFECTING BUS STOPS. 25 WITH THE TO PROVISIONS POSSESS ET E CONTRACTOR'S LICENSE LAW R(CALIFOIRN A ENGINEERING RANDO PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS !•' 17. THE TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES ARE APPROVED. THE CONTRACTOR MUST CONTRACT IS AWARDED. „♦ t Cement grout 1 - SUBMIT THREE (3) REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRAFFIC ENGINEERING DIVISION A capping at end of pipe Inside edge of R.C.P. groove MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF WORK. SECTION or end of pipe(if broken) 18. A MINIMUM OF ONE LANE EAST BOUND AND ONE LANE WEST BOUND (FOOTHILL BLVD.) SHALL BE MAINTAINED OPEN BETWEEN 10 P.M. AND 6 A.M. ALL LANES ON FOOTHILL BLVD. SHALL BE OPEN TO TRAFFIC AT ALL OTHER TIMES. °D'� 19. TRENCH BRIDGE AND PLATING PLANS SHALL BE SUBMITTED BY THE CONTRACTOR TO CALTRANS FOR APPROVAL. NOTICE TO CONTRACTOR: I Cement grout copping 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS AFFECTED BY THE CONSTRUCTION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE THE ARE EXISTEOBTAINNCE AND A LOCATION OFOFAVANY BLE UNDERGROUND UTILTHEPIPES BEST R OUR STRUCTURES SHOW'DGE TNH N THIS ARE NOPLAN DESCRIPTION OF REVISION DATE CITY STATE PERMIT WORK. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PIANS ARE NOT INTENDED TO SHOW APPROVED SIGNS, STRIPING, TRAFFIC LOOP, ETC. DURING LOCATIONS OF ELECTRICAL UNEP, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 21. THE DESTRUCTION OR DAMAGE TO STATE FACILITIES ( ) PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS, CITY 0 RANCHO CUCAMONGA CONSTRUCTION SHALL BE REPLACED IN-KIND AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM ' ' AVAILABLE RECORDS AND SHOWN ACCORDINGLY, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ' r 22. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS RESULTING IN A TRAFFIC SIGNAL FAILURE SHALL BE PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING STORM DRAIN IMPROVEMENT PLANS REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS do DEPTHS, 23. THE USE OF K-RAIL SHALL BE USED FOR TRAFFIC CONTROL AS REQUIRED BY THE CALTRANS INSPECTOR AND INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO Brick 8 mortar closure AS SHOWN ON THE PLANS. STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOOTHILL B 24. ALL WORK ON THE FOOTHILL BLVD. STATE HIGHWAY ROUTE 66 PHASED CROSSING SHALL BE CONDUCTED FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ELEVATION ( ) ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE PIPE CLOSURE- TYPE "B" 25. IN CONJUNCTION WITH THE CLOSURE OF LEFT TURN LANES, THE APPROPRIATE LEFT TURN SIGNAL HEADS SHALL "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE Ilan 614C"a TITLE SHEET BE COVERED BY THE CONTRACTOR IN THE PRESENCE OF THE CALTRANS INSPECTOR. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS (Brick and Mortar) OC FESS/0 AssocIafes APPROVED BY: DATE COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF P LABOR OR WTFH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ��E� E CUFF l CML EN31NEEFIS . LAND SURVEYORS CITY ENGINEER t R.C.E. No. 24953 ORDERS*. NOTE: `� Q p Z „ „ „ SAN BERNARDINO COUNTY ° 9 i� I0271-8 TAA�DDdAF1yc STREFt DESIGN RECO ME CONTRACTOR FURTER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB I. Type B closure for D not larger than c9 rn RANCHOCUCAMOKGkCA91730 F SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL „ FLOOD CONTROL DISTRICT w �. 36 unless approved or specified b the e909,9e7J308 DGA �qn 6t4e rra PERSONS AND PROPERLY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO Pp p y R.C.E. 29224 ^ ' NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER Engineer. REVISIONS DW N, ar DATE k AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE C.L. 5-9-63 DRAWN PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF 2.See specifications for additional information. sq �P � �SS�C�Q� SHEET OF THE OWNER OR ENGINEER. FILE NO CIVIL Ra . V 8 1A D DGA 1 S.P. 176 A TF OF C� W4 I-QUEPFtA Ckm CHECKED DRAWING No. - R.C.E 4,EXP.05-3140 CITY CML ENGINEERS • LAND SURVEYORS I S {J 5hee+ Co of BENCHMARK: S.B.C.B.M. 01 112 BOLT STAMPED S.B.C.B.M. 2 1A 0 11 T FOOTHILL BLVD. do 1-15 FWY. IN N. _ - - CONC. CURB CENTER DIVIDER, N. OF - - - - W-LY CONC. BRIDGE SUPPORT a tris ELEV. 1203.744 FEET 366.901M - ADJ. 10/26/1982 r - - - - O U JLS • N o d o o CO TRAC OR S ALL VERIFY BOTH HORI AND 0 tF O Q N o tpIF - - - _ __. - _ _ - - - in_j - - - _ -v + { - -- jVT. m0 . .P. STOR DRMPR OR T THE ■ o a -cyx aDRT a ANY NS RUCTl�N, A Y - - - o _ N� It - EPA HE 13)RO o z _ . C d _ : - - _. _ _ _ IM4EDIATq ATTE TION OF T E ClV L ENGINEER r: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX ST. F 0V_R ' PR POSE S.D� EXIST. F OY R-/ ----+-- - 3781 LINE ItIPIt Rp�N ,P i O+ 0.762 LAT. AM 3 2+A3 " � » ,r + " T A- - - - - - - - - - -: _ - - 51 . V.=-515o4.41 ' �• +00.X62 LA h 1k MORTAR PLUGS A9 EXIS 75 rntn 1 0 OE OTED ONPLAN. EXI mm - -W -- - y� (36") RCP S.1It = a d H �., • p M a a o c9 Q I' a w4 x I s V CJ to O Z M W x m a y 3:LO Wao �� �' d En R Q I s M p M tO tD tV + m x a Z n7 . cr I ►- F a u o W) o {{ ' a PROPOSED SEWE . 00 ,.� w - - cn V - l I : - > O B �ri> ,� cn A = t]m < Il 0 4c 04 _ _ n�> _ 3s3 s ch N -.. •v E _ _ - - R _ti n E ,Q -. Z ," _ - - -- . a _ ._ _ .- . - - -- - - - " - - ' -- -- -- -- - - -- - - -- - - ' + - - J Q o_ Al - x O - - - - - N U x 00 + o m v E a Ln + + _ r� ..^ J M o N o r _ : s ..a ti � - NSTR CT 60.492 L.F. 0 R.C. STO M IN n o o t N C'4 I Qa oo< o �o g,,1 Q ,..E ONST UCT 0.67 m o + + r E V v► n o< 1 h �o M F E M : © N SOm R.C. ST RM Y - 3 N o 1*1: n o_ �M x it r E o NRAIN 11w 51 010 -0.9 5 m s (3 .37 c fs.) a 0 11 �n N o .d 0 �' > M o> cv N o U o E b.755 m m s 1 rU]LKt-M + WI> z Z Z of ^ oo 100= 3/ (26. c.#. .) CONISTRUC 1.2 9 LAI S cs u o m'� ►.,_, v rn m p + +' M c,,,1 =1.6$8 m (5. 4 ft/ ) 9OOtnm R C.P. TORM q L" DRAIN 100 cn o ot. + z NSTR CT $119 t m. t3 0mm DtA. R.C.P. S.D. 0.5 y p N Vi o It + o Z Z j + X OL LLI(A Q1 0=0. 48 s 8.77 f.s. V=O. 50 s (2.79 f s : o W O c9 0 ®_ ►� p C NSTR CT 2,332 I m. 7 Omm DIA. .CP. S.D. � - +z o C NSTR CT 2 509 1 m. _ 3 - _ 40 0.9 7Y, 100= .945 m /s (33. c.#. .), o w -> OOm DIA R.C.R. : .. 6.80 N UC .996 I.m. m IA. .0 . S. - 0100=11.502 3/s 53.03 c.f.s. V= .286 m/s 7.50 ft S T. *A14 _ __ - PROFILE SCALES: - -_ ■ HORIZ.: 1 :500 _2■ T. A-1' F-T _ VERT.: 1 :50 3+00 2+50 2+00 CONSTRUCTION NOTES I -- ... l� I - - - - - - - - - CURVE DATA SCHEDULE: _- 1 REMOVE INTERFERING PORTION OF EXISTING 36" DIA. R.C.P. AND JOIN WITH PROPOSED. l - NUMBER DELTA ANGLE RADIUS ARC LENGTH - CONSTRUCT 900mm (36") DIA. R.C.P. (D-1500). C308 80.10'17' 6.585m (22.50') 9.595m (31.48'If ) I" ; -_- -_- 3 CONSTRUCT 750mm (30") DIA. R.C.P. (D-1500). �-- - - -- �\ ( 4 rCONSTRUCT 600mm (24") DIA. R.C.P. (D-1500). I N 00'20'50" E 3.271m // Z 5 `--� CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. 2. 0.533m 0" - Wp -- ' = o wo` LATERAL -1" 2 7 g 6�-CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE NO. S.P. 176A. NOTE: -- CONTRACTOR SHALL REMOVE ALL DEBRIS 2+85.553m LINE 'A" -- W 7 PIPE BEDDING PER CALTRANS STD. PLAN A62D. ")_ _y' _%" -N89'39'10"w /�1� �.�*78m 8 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. CONTAINED IN EXISTING STORM DRAIN LINES 1+00.00 LINE 'B" - - - LJ_ - - - -- - - -- - TO WHICH CONNECTIONS ARE BEING MADE -� - -G - I 101+02.886m C.L. FOOTHILL, 9 REFER TO PROJECT STREET IMPROVEMENT PLANS FOR REMOVALS CATCH BASINS, CURB & GUTTER, TREES ETC. OOON LATERAL "A-4" I AL "A-3(�)�8 » g I 17.00m LT. = 2+00.00 C.L. ( ) " 00'20'49" ELINE A 2 _ I I LINE "A" 'w TO THE SATISFACTION OF THE CALTRANS 00'20 49 E 3.094m 113 .051m I a � N INSPECTOR. J 3.377 C.L. LINE "A"= I 7 p o a Itl� N 00'20'50" E 2.758m I I 0+00.00 C.L. LAT. "A-3"= w o_ : I I W 13.91m LT., JOIN EXIST. 30" I t 0+00.00 C.L. LAT. "A-4" -- 8 z o `" I I� 101+00.828m C.L. FOOTHILL BLVD., O R.C.P. VERIFY LOCATION -TO THE START OF CONSTRUCTION) 11= (329+94.09) I N89'39'10"W J v o a ��, 14.243m LT.= JOIN EXIST. (VERIFY INV.-(364.788m) III 100+56.599 C.L. FOOTHILL= I N11) d I I i C.L. INT. r- 00 -j I I INV.=(364.358m) I o o E a 2 I (343+42.46) ' EXISTING 30" DIA. R.C.P. I cv + o I = EXISTING 36" DIA. R.C.P. 104+67.582 C.L. FOOTHILL= RANCHO CUCAMONGA I I I o o �- + 7 tl RANCHO CUCAMONGA CENTERLINE ETIWANDA AVE. [~-. NOTE: _ - DWG. NO. 146868D• _I I _ _ N .- - -� DWG. N0. 1468-D. DOUBLE BEVELED PIPE SHALL I I I 5 8 11 I BE USED FOR ALL PIPE ALONG CURVES. 1200 � � - I j DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RAFACHO C STORM DRAIN IMPROVEMENT PLANS FOOTHILL BOULEVARD " I)m Guerra PLAN & PROFILE o PROFEssjo & Assolclates APPROVED BY: DATE �,L/L` e CIVILENGINEERS • LANDSURVEYORS CITY ENGINEER R.C.E. No. 24953 - Z 10271-8 TRADEMARK STREET DESIGN J RECO MWD w m RANCHO CUICAMONOA CA 91730 E - R.C.E. 29224 �I (909)967-4306 DGA Dan Guerra DRAWN �.�,�� SrgT ctvtL R��/ o DGA - & ASSOCjCifeS SHEET 2 METRIC F OF CA��F�� 2 OF SCALE= 1:500 RC 1-00 CHECKEDCML ENGINEERS • AND Sj�YpRS DRAIt'ING No. CITY 6hLO 7 or-