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HomeMy WebLinkAbout5286-1STREET IMPROVEMENT PLAN - STREET C0NSMUCT0N NOTES OTY. FOOTHILL BLVD. - FONTANA O CU e � REMOVE OR DIKE PAVEMENT 855 S.F. (L) CONSTRUCT 6- AC OVER 8' CLASS It A.B.' 3.930 S.F. (TI-10) - FEATHER TO EXIST. PER GENERAL NOTE NO. 13. Genera Notes CONSTRUCT Ir P.C.C. CURB AND GUTTER 131 L.F. 1. All'work sholl be done in accordance with this plan and the Son Bemordino PER COUNTY OF S.B. CO. STD. NO. 115. County.IIf20s asphalt concrete L49 to placed on sub-grode road or drainage n CONSTRUCT 6 FT WIDE P.C.C. SIDEWALK PER 782 S.F. �/ finedes, itisol sterilant registered by E.P.A. for use under AC and PCC shag be COUNTY STD. 109. TYPE -C-. uniformly applied at the monufocturor's recommended rote for the fug i i O CONSTRUCT DRIVEWAY PER COUNTY STD. 129, W=35 i EA pavement width prior to pouring. 60 60 3. At the completion of paving, a materials report shall be submitted to the Sot Bernardino County Department of Public Works. Field Engineering Division and all test or determinations completed to verifyI , , , Q, © CONSTRUCT REDWOOD HEADER PER DETAIL HEREON 177 L.F. A. R-value. sieve analysis and sand equivalent of aggregate base 52 52 8 B. StobilitA oil content and sieve analysis of asphalt surfacing 4. 8 AC BERN PER COUNTY STANDARD 117 100 L.F. 4. Permit shall be obtained Tram aid Son Bernardino County Deportment of # Public Works Permit Section prior to any construction. 5. Ail pipelines; or substructures of any kind, telephone or power partes" water meter$, vot"s hydrants, etc. shown or not shown on Mase plans. within the FUTURE 35 limits:, of the development or in adjacent areas where Tans expense work t to o I IMPROVEMENTS SAW cu T LINE ' � 7RAR9C CON�770JV N07ES OT Y be done shad be removed a reldwated at tate devetope►'s expense and et no cost to the San Bernardino County Department of Public Warks. It shall be [t_ I 1 i � this owners responsibility to notify ON agencies concerned: # 6.5' V INSTALL YELLOW TYPE "G' DELINATOR 1 EA 6. Compaction test of �t construction trench backfill„ compacting FEATHER 2' MIN 2 original ground, and all su bWodes shag be performed at no cast to Son E X I J T.(��) Bernardino County, a written report with these compact-an test shag be FORM SMOOTH fpISTALL R26 "NO PARKING ANY ibAE' AGN 2 EBernardino submitted to the Son Bernardino County Department of .Public Works, Field ( PAVEMENT JOIN Engineering Division Pematts Section for approval prior to placement of bose materials and/err errfaEutg. I TO 3.491 I © sdsTALL YELLOW TYPE 2 ttedECT MARKER (OM2-2V) 3 €A 7. All laterals cuts in county mointoined roadways shy be tested to verify _ �_� 6% TO 5.0 PER MUTCD 2003 CA.al�t€r�EenT M3c-tat denwification to 90% retotive compaction at varying depth$ to Width 0.50 feat t - - ---� of grading plan. The top 0.50 feet shall be de nsified to 955L ' �___y > . >i. All longiturdirxl cuts snag be tasted in accordance with the specified limits , and frequency as outfimed in section 6 of the Son Bernardino County Stendords and Specifications. 9. Immediately following removal of existing pavement or dike err curb and/err 1 ; 2 gutter, the eoritractor shah diligently pursue titer portion of work until corri,Aetion. i 10. An: encroachment permit. must *at be obtained from the Son Bernardino 13 County Department of Public Woks. Field Engineering" Division Permit Section prior to milking application and issuance of a grading permit or building permit. 11.. Sn Bernardino County Depertment of Public Works approval dons not ACE SOW 12E�xrsting taunt roach which require r ecsugsitruetuon shag remoire OW for a" PPVE►Nhwater or sawer System or estknat* of quantities.SAED traffic at al tunes with adequate detours during actual construction. TYPICAL CROSS-5ECTiON -- FOOTHILL BLVD . � " 13. After completion of tough grading, a material test report and the proposed structural sections shill be submitted by the engineer, to the Sat N.T.S. Funs+ Bernardino Permit Section tyoDep Department aevaluation Worield�ta management '��/\��/��/ 24 REDWOOD MEADER section. The submittal shall include a plot showing the location of sampling, o tabulation of the sieve analysis and the gond equivalent test results. A 2x4x24. REDWOOD USE 16d MARS statement of recommended structural section and test data sheets for ON STAKE • 2.5' ac. USE ix2xt2' SPLICE R-v lue test performed. including expansion pressure readings. Approval shag -BLOCKS AT SPLICES be given when all structural section requirements have been met. 14. tf during construction. ground water is encountered, a system approved by We San Bernardino County Department of Public Woks shall be installed to dewater said area at the direction of the sofa engineer. Traffic Gontral-Lateral Notes REDWOOD HEADER DETAIL t. AN 'signing, striping and pavement markings shod be in conformance with ENGINEERS NOTE TO THE CONTRACTOR: N.T.S. the MUTCA 2003 and the California supplement to MUTCD2003. The existence and location of any underground utility pipes, conduits or any other structures 2. AN ;stripinq (long line) and pavement markings shag be retro-reflective shown on these drawings were obtained by a search of the evoilable records. To the best of paint our knowledge there are no other utilities or structures except as shown on these drawings. 3. AN -signs shag be high, intensity (FHWA type WAV) retrea-reflective sheeting. The contractor is required to take precautionary measures to protect the utility lines shown except on the drawings. The contractor further assumes an liability and, responsibility for utility pipes. A. Strip signs entad be diamond grade (FHWA type Vg in rural settings and conduits or structures shown or not shown on these drawings. Type IX in urban settings) retie-reflective sheeting B. *N0 PARKW signs shall be of super engineering grade (FHWA Type d) Contractor agrees that he shop assume sole and complete responsibility for job site rtatro-reflective sheeting. conditions during the course of constructions of this project, including safety of all persons C. School signs shag be of diamond grade (FHWA type IX) fluorescent and property and that this requirement shall apply continuously and not be limited to normal yellow-green (FYG) retro--reflective shooting. working hours aria that the contractor shell defend, indemnify and hold the county, the owner D. Street name markers shah be of diamond grade (FHWA Type IX) and the engineer harmless from any and all liability, real or alleged, in connection with the performance of work an this project, in connection with the performance of work on this U _ retro-refelctive meeting and conform to County Standard 303. project. excepting kir liability arising for the ale negligence of the owner or the engineer. o c.n E. Construction signs shell be orf diamond greedy (FHWA W) fluorescent orange `tet 9 y g i9 c 4J W retro-reflective sheeting. = m 4: Pill delineotom ehannellaors. and object markers shalt be of FHWA type Val ,;tarry L Miles R.C.E No. 42593 FOOTHILL BLVD retro-reflective shooting. 5. Signs shad be mounted an metal parts sWhW to Count Standards 303(x) IA CT and 303(b). ° A AM &. AN confcting striping and pavernant markings not shown on piens shill be --------------- removed by the contractor. Removal shod be accomplished by sandbimtk1% grinding, or or as directed by County Representative. W ----M=A A 7. AN conflicting signs snag be removed. relocated. or covered by the Contractor. Ratocateble signs shag be instated as specified on the plans or as V directed by County Representative & AN :unprotected locations resulting in isolated abrupt depressions or elevated objects (is, catch basins, heodwaft power pedes, and trooiment of ARROW ROUTE esphon dikes and toncrett curbs) shed be protected by ddiaeators or berrialrs Par the Cdifen io Sint is the MUTCD 2001 S. All erkisti signing, striping ars pavement marltinge (i.e crass street, shop, stop limit line and crosswalk pavement markings) not shown on puns, if removed/obiteroted, shod be reploced/restored of sane kind, and in confonrnence with the current Edition of the MUTCD 2003 and California Supplement to the MUTCD 2003 VICINITY MAP 10. The contractor anal notify County Representative to schedule a find NO SCALE review (walk through) with Traffic Division personal for approval of traffic contra devices prior to project acceptance. CHIEF OF TRAFFIC DIVISION DATE B1944CH MAW L4-vderground Service Alert FESS T FIELD BOOK REF: COUNW QC SAN BEFNAMM. 8 FEEMIM1304T PLAW W.O. NO. o L. PREPARED B Y DWART Elf f OF PUBLIC WOWS ROAD Na. ciTr of Fo-raNa Colt= TCILL FREE y'� c� Designed By: Drawn By: Checked By: APPROVED BY: 37377 ; ' I�+i ns M. KAL ` a AstwatTn MILES COVER SHEET BMF P.P. • 44909:1 1-$Ot} sees >F J Y L. U.E$ �'i`IC'submitted : FOOTHILL BOULEVARD FILE NO - (ST S,E, 422-41'33 C.D.E Asst. Director of Public Works Dote E,�RIVEIit OF tIEMLi3CIC , •P P.O. BOX 1861 - APPLE VALLEY - CA. 92307 Recomm pr By: STA 10+00 TO 11+30,26 iOUTFBLL. i LVIL �iF PHONE (760) 265-3541 FAX (760) 242.-3511 1 2� �- p ELEV.* 1i�58.54 TWU WORKIM BAYS KFORE YOU Hid MARK REVISIONS APPR DATE Land Deveopment Engineer note Director of Public Works Date001000 1111MONSM A.P.N. 0232-411-21 Sheet 1 of 5286-