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Home My WebLink About1505-D NOTICE TO CONTRACTORS A R FTROLINK STATION PHASE 1Construction contractor agrees that in Cc�Forrtio Caxxil accordance with generally accepted ofGviErx:pverr FOOTHILL BLVD. (ROUTE 66) RANCHO C U C A ki; 0 "` constructionP ractices construction Li contractor will be required to assume sole &Qf1d kxv¢yorr z and complete responsibility for job site conditions during the zSTOPM RAIN course of construction of the project, including safety of all P 1 � 9 Y persons and property, that this requirementshall be made to ARROW ROUTE Q apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, UJ indemnify and hold design professional harmless from any z and all liability, real or alleged, in connection with the aperformance of work on this project, excepting liability 4 arising from the sole negligence of design professional. i Lai ^ All contractor and subcontractors performing work shown on z w V) or related to these plans shall conduct their operations so QSITE Y = �- that employees are provided a safe place to work and the _ _� public is protected. All contractors and subcontractors shall 0 comply with the "Occupational Safety and Health )O Regulations" of the U.S. Department of Labor and with the 6th STREET U — — State of California Department of Industrial Relations N.T.S. , . . , A . . . . . .9 "construction Safety Orders". The Civil Engineer shall not be Q, PHASE, .1. .cp I responsible in any way for the contractor or subcontractors VICINITY MAP 6. . . . . . . . . .vr compliance with said regulations and orders. PHASE III PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground GS,q utilities or structures shown on these plans are obtained by a COURT search of available records. To the best of our knowledge, GENERAL NOTES -:___ _ �QNSTRUCTION NOTES there are no existing utilities or structures except as shown J QUANTITIES on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT W whose locations are not shown. The contractor shall be DOCUMENTS/SPECIFICATIONS AND THE CITY OF RANCHO CUCAMONGA STANDARD N Q O CONSTRUCT 18" R.C.P. (12500) 293 LF responsible for notifying all utility and irrigation companies SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 ED. WITH '92 AND '93 I .J 2 CONSTRUCT 24" R.C.P. 1500D Z �3 CONSTRUCT 30' R.C.P. 1000D) 344 LF prior to work on excavation to determine exact location of all SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE ) 339 LF lines affecting this work, whether or not shown heron, and FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. O CONSTRUCT 48" R.C.P. (1000D) 48 LF for any damage or protection of these lines. 5 �w W O CONSTRUCT CATCH BASIN PER CITY STD. PLAN 300. H=405 EA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, W 66 CONSTRUCT 18" CONCRETE COLLAR PER CITY STD. PLAN 329. 2 EA The contractor shall call in a location request to WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE I N.T.S. O7 CONSTRUCT MANHOLE NO. 1 PER CITY STD, PLAN 318. 2 EA Underground Service Alert (U.S.A.) Phone ion request 33 PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE O8 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321. 1 EA two (2) working days prior to digging. No construction IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN O CONSTRUCT TEMPORARY CMP BASIN PER CITY STD. PLAN 311. 1 EA permit issued by Public Works Department shall be valid PLACE AS REQUIRED. Uh L10 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. 1 EA involving underground facilities unless the applicant has on 11 CONSTRUCT 6' CHAIN LINK FENCE PER CITY STD. PLAN 607. 20 LF inquiry identification number issued by U.S.A. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF — 12 CONSTRUCT HEADWALL WING—TYPE PER S.B.C.F.C.D. STD. PLAN 209. 1 EA WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEE OUTLET STRUCTURE DETAIL ON SHEET 1. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER 13 CONSTRUCT TRASH RACK PER CITY STD. PLAN 312. 1 EA CONSTRUCT DRAINAGE DITCH PERDETAIL O OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 15 14 RIP—RAP UA T IL A Y STONE)ON SHEET 1. 169 SF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. SHEET INDEX MAP 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO •� THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN AND HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM a DRAIN CONNECTION PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA EDISON, COMPANY, ETC. PRIOR TO = BEGINNING WORK ON THE PROJECT. Ir °D 11. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. 1 TRENCHING/BACKFILL4 2. FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE � CITY OF RANCHO CUCAMONGA STD. DWG, NO. 341 TYPE I. o I c A,- E 4.1� \\ 12 m� EXISTING GROUND DESCRIPTION OF CHANGE DATE CITY �'— APPROVED J_ a-IF 74 VARIES � - RANCHO CUCAMONGA eb'v. GRADED DRAINAGE DITCH WITH .c 13' BASE AND 2:1 SIDE SLOPES 13'--moi TO EXISTING GROUND. ; .' * METROLINK STATION - PHASE 1 J` 14 - TITLE -SHEET ' DETAIL "A" STORM DRAIN IMPROVEMENTS PLANS C) ' DRAINAGE DITCH BENCH MARK NO. 112 APPROVED BY.- DATE. 3 - to - q 2' 2' R_R_SPIKE IN POLE NO. 309950 E. CITY ENGINEER R.C.E. NO. 24953 12- 10 N.T. S . 1 f T AT THE N.W. CORNER OF HAVEN AVE. DESIGN 0 RECOMMENDED - 0 AND SIXTH ST. I GRADE TO DRAIN 0.5 /o MIN. C.P.C. � �--� ELEV.=1073.229 ! L.D. KING. INC. DRAWN 2151 E. "D" ST., SUITE 1008 OUTLET STRUCTURE CR ONTARIO. 909)RI 88-5 9264 i 1 OF 7 , N.T. S . CHECKEDO. M DOUGLAS H. MAYS R.C.E. No. 21062 DRAWIN1505— D L - 2-a2-27- X IR LDM � 3y PROJECT SHEET NO. 24 OF 81 _ __ _ _ �__ _ �_ _ __ _ _ __ _ _ __ _ _ . _ _._ _ __ _ _ _ _ _ __ _ _ It A IN 1 , r 1. f,s +" 't +"A 3i , v 4 - - ... 1 a w- I I I 1 I I i T i ! 1 t ! i i ! 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(12500) I- R X45 0 O2 CONSTRUCT 24" R.C.P. 15000 ,� T ,�,. 1 �; L 71.22 ' O3 CONSTRUCT 30o R.C.P. WOOD 1 - A F. = � 1 44 CONSTRUCT 48 R.C.P. 1200D) • r, T 45.54 CONSTRUCT CATCH BASIN PER CITY STD. PLAN 300. H-4= ST r� 1 pt'~?AIIS1 1 N'tS f0 -�' r J ' O CONSTRUCT 18" CONCRETE COLLAR PER CiTY STD. PLAN 329. - - \ AN AH EI til P LACE . - 1 , .. - 1 C. ljo (-- - 07 CONSTRUCT MANHOLE NO. 1 PER CiTY STD. PLAN 318. � I 1 . '- : :,a 0(,,F stn 4 eke- V ST9 _PEAM _3?i T 4 t . 010 CONSTRUCT TEMPORARY Ct�P BASIN PER CITY STD. PLAN 311. STA• 9+ 77.94 i Q STA• -1 6+82.9 i I`- v CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CiTY STD. PLAN 331 . rn�, 11 CONSTRUCT 6' CHAIN LINK FENCE PER CITY STD: PLAN 607. APPROVED 6Y: DATE: _h{_ !� % - , �I'r 12 CONSTRUCT HEADWALL WING-TYPE PER S.6.C.F.C.D. STD. PLAN 209. 1',I m„�- ."�` �, ' �' CITY ENGINEER R.C.E. NO. SEE OUTLET STRUCTURE DETAIL ON SHEET 1. '� ' �' 13 CONSTRUCT 1RASH RACK PER CITY STD. PLAN 312. � `=' .11 � ('--c-'*--` ',I' aJ te; _ 14 CONSTRUCT 1/4 TON RIP-RAP (GUARRY STONE ) z C.P.C. tlA ,'1 t�'�' 1i4 Som^4 l I - * z , . ro- 15 CONSTRUCT DRAINAGE DITCH PER DETAIL A 0 I SHE T 1 * - O. KING N:.. . �� C_ 16 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY S D. FLAN 336 !x' ' .• < 151 E. �t)' ST., SLATE 1008 1 • �4c tlt, CA 41764 ` r_ d: GOA: TOLLLl) , FREE WITH MANHOLE N0. 4 PER CITY STD. PLAN 321. _ , � C.C.P. (9 ) g¢ -5492 - I • t t_, � 17 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. _ f ;f � -•-2-'` -4 i-wo _ _ `�`t\) 422-4133 x' _ rt � :� 1 PIl�.� - i _�/ . opm11 _ ____ _ -. _ _, . 11 % -mss-•-:.-..5.,,_..�:�. SaS ....__. .. - _ - _ -. _. - .. .- .__- -. S . 10• / '` s y a. . PROJECT SHEET No. - 25 OF. . .f -: V {4 . - •' I - v k . , - , . .i :t , {j- ).'�I .-p -etc. 1. . ,f. A _ . . . _ . . . . . .. . . . . , j # , .,c • 1 ' ;-4 _