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HomeMy WebLinkAbout4457-1 , . STREET IMPROVEMENT PLAN5 . GENERAL NOTES -: 1 . ALL WORK SHALL BE DONE IN ACCORDANCE.WITH THIS PLAN i0234 - 111 - 50 1�A CEL NUMBI�ASSESSO S2. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB- GRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL / • • VALLEYBLVD • . BE RATEFORTHE FULL PAVEMENTIFORMLY DWIDTH PRIOR TO RECOMMENDED MENDED 3. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL HUNTER STREET AVE • BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN �E �V V 0 O BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING DIRECTION OF FLOW, SEE SH EET q DIRECTION •OF FLOW ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY LSTRTh U NT EOF AGGREGATE BASES. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF I ASPHALT SURFACING. C 0 U 1 V� Of 5AN BERNARDINO 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY. I TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION. 5. ALL PIPE LIENS OR SUBSTRUCTURES OF ANY KIND, TELEPHONE CO OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC., • SHOWN OR NOT SHOWN ON THESE PLANS, WITHIN THE LIMITS • p IMP. ORIG. ' q. RNV OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE = RnN X ' I IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR o cn 60' 30' `` - RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO COST TO Z W THE SAN BERNARDINO COUNTY TRANSPORTATION 0 lLJ APN 234-1 I I-50 u DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO I I7' 43' 15' \ 18t I2' NOTIFY ALL AGENCIES CONCERNED. U • - 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH t/5 6.5 4' I .5' • BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL • 6.5 4 6.5' • 12 SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN • BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE �� VARIES 20 TO 3 I r • COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS 00 - . 1 23 2% I ADMINISTRATION DIVISION OF THE SAN BERNARDINO COUNTY • • (2.s2%0 3.00 • TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO ( ' 0581%) ---- U-1 -1'.:.•"• PLACEMENT OF BASE MATERIALS AND/OR SURFACING. p 2.00 TO 5:00'° "� I_ 0 I 7. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS �/ �/ SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE © 0 �' © . 1 © COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5 FEET OF TYPICAL CROSS SECTION ® GRADING PLAN. THE TOP 0.5 FEET SHALL BE DENSIFIED TO 95% VALLEY BLVD. UPICAL CROSS N ER STREET SECTION ALL ITHOTHEITUDINAL CUTS SHALL BE TESTED IN SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN '` DIRECTION OF ��I STA 6+66.41 TO N+543.22 STA 6+66.41 TO 9+43.22 • SECTION 6 OF SAN BERNARDINO STANDARDS AND VALLEY FLOW 11 BLVD. NTS II � SPECIFICATIONS. 9. IMMEDIATELY FOLLOWING REMOVAL OF EXISITNG PAVEMENT SEE SI-IFFY 2 II OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL 11 DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 0. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM R/W • THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING • APPLICATION AND IISUANCE OFA GRADING PERMIT OR • \ 33' • BUILDING PERMIT. I I . TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE ION ATE F !TIES*�' WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. . CONSTRUCT NOTESIESTIM O QUANT EXISTING COUNTY ROADS • 1 I' • 22' VVHICH WILL REQUIRE y NOTE ) AT ALL • 3" AC OVER 4"AG ASE' (PERGENERAL #I - - - - - - - - CY BASE • -N- O CONSTRUCT G B G ERA3 160 TONS AC RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC 115 TIMES, WITH ADEQUATE DETOIURS DURING ACTUAL 0.5' ( 4' 6.5' � 2 20 SF CONSTRUCTION. I INDEX MAP \� \ 13' ®INSTALL MIN. 0. 1 AC OVERLAY- - 14 13. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS NTS v 1027 LF REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE 0 O3 INSTALL 8" PCC CURB GUTTER PER S.B. CO. STND 115. - SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY % t ......... N (I .72%TO 5.8 I%) _ ®INSTALL 4' SIDEWALK PER SB CO. STND 109 TYPE 'B'. _ 4910 5F TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, • 3 66 "TYPICAL '° TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION O5 INSTALL SIDEWALK RAMP PER SB CO. STND 1 i 0 2 EA BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL 0 ® INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, A TABULATION © TYPICAL CROSS SECTION ©INSTALL REDWOOD HEADER 50 LF OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT REDWOOD AVENUE OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR AL,L. O7 INSTALL LOCAL DEPRESSION PER SB CO. STND 203 B (TYPE A) - R-VALUE TEST PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. STA I I +77.64 TO 14+58.44 ' I APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS NTS 1350 SF HAVE BEEN MET. • is ®INSTALL COMMERCIAL D/W PER SB CO. STND 129 5 ("W' AS SHOWN)- 14. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A PROPOSED e INSTALL STREET MARKER PER 5B CO. STND 303 2 EA SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION AC OVERLAYc. DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE PROPOSED REDWOOD TRAFFIC NOTES: Q INSTALL MARKER PER 5B CO. STND 304_ • .2 EA DIRECTION OF THE SOILS ENGINEER. • AC PAVING • 1 � q� �ojI ALL SIGNING, STRIPING AMD PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT 1150 LF 0 6,5' . � EDITION OF THE TRAFFIC MANUAL; PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. I I SAWCUT EXISTING AC PAVEMENT 0 ' ‘ I? ISTING 2. ALL STRIPING AND:PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE.) 1 265 SF q� 0REMOVE EXISTING AC PAVEMENT- - CURB TO BE. ^ ��, \Q �. AC PAVING 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY(FHWA TYPE III) REFLECTIVE SHEETING, I MONOLITHICALLY hp O �j �` EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWATYPE IIIA) REFLECTIVE SHEETING. Dc 0 CONSTRUCT TRANSITION FROM 3' X 12" RCB TO 2.0x f.5' WIDE POURED WITH °Y °Y4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(A) AND 303(B). RECTANGULAR PIPE.. .I EA TOP OF BOX 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY A CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING , OR AS DIRECTED BY COUNTY 14 INSTALL CATCH BASIN PER 5B CO. STND 206. -1 EA PRIVATE ENGINEER'S NOTE TO CONTRACTOR it-______J 7" ' REPRESENTATIVE. i 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR. O INSTALL 3'X 12" RCB DETAIL SHEET 3 58 LF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS 8" NJ LOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR A5 DIRECTED BY COUNTY REPRESENTATIVE. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE INSTALL#5 C. '-''A I RE AVAILABLE CITY/COUNTY RECORDS. THE CONTRACTOR 15 REQUIRED TO TAKE @ 12" O.C. 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATRED, ®REMOVE EXSITING DROP INLET IEA PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE TIE TO BOX 711 SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY STEEL / TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 0 REMOVE EXISTING 24" CMP 30 LF FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE ,_ 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVES TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR DRAWINGS. 17"1- 3.0' 7"I1, A FINAL REVIEW(WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. I®ADJUST TO GRADE 1 EA 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY(FHWA TYPE I I I) REFLECTIVE SHEETING. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I O. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS 19 TO BE RELOCATED- 15 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF REDWOOD AVE. FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFTEY OF ALL PERSONS AND ,;' SECTION STA 10+58.00 I 1 . ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW-GREEN. ®TO BE REMOVER! 1S PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL NTS LEGEND DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER ID REMOVE EXISTING AC BERM- 220 LF HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION e WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY • ARISING FROMTHENEGLIGENCE OF THE OWNER OR THE ENGINEER '% /, - ,- " AC OVERLAY ®INSTALL X-GUTTER TO MEET EXIST. HALF PER CO. STD. 119. ; 250 SF SOLE . UNAUTHORIZED CHANGES AND USES tU CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE - - Z FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. (INSTALL"STOP" * LIMIT LINE STRIPING PER CALTRANS SEC 6-02-11 - . .. . . . > til 111 ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY Q \ NEW AC PAVING w ' U.1 THE PREPARER OF THESE PLANS. REMOVE EXISTING 1 .5'X 3' RCB 20 LF Z • O Q '' Q a PROJECT w 1n „ \ REMOVAL • PRELIMINARY SECTION ONLY, FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. SITE _ ,, �\CZ IA •• QUANTITIES ARE FOR BOND PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. w HUNTER V u ST. -'-•' VALLEY ;LVD. CHEIF, TRAFFIC DIVISION DATE T i FIELD BOOK REF. UNDERGROUND SERVICE ALERT T ,,o S, T THATCHER ENGINEERING T COUNTY OF SAN BERNARDINO PROVEMENT PLANS 1 w.o. No.• BENCHMARK (o' °--ie [... 1:1117j & ASSOCIATES, INC. • DEPARTMENT OF PUBLIC WORKS STREET M 10 FREEWAY i\ 14 Call:Toll FREE SAN BERNARDINO COUNTY BENCHMARK BEING A __ ♦ _ ROAD NO.== ` /,i?` 1-800 VIN y345 5TH STREET, SUITEB O_ DESIGNED BY DRAWN BY cHECI:Ev BY APPROVED BY XXX RAILROAD SPIKE IN THE NORTH SIDE OFA POWER Thh11 R, lU �= REDLANDS, CA 92374 MWT JD KM BY ' - I �wi 227-2600 POLE (NO NUMBER), 30 FEET SOUTH OF THE SOUTH _ Alz FILE NO. '•, rn (909) 748-7777 FAX (909) 748-7776 ® _® RAIL, 36 FEET WEST OF BANANA STREET EXTENSION. � ' � - - TWO WORKING DAYS BEFORE YOU DIG - Exp. I :I •5 A ``LAND PLANNING CIVIL ENGINEERING- TITLE SHEET XXX . - 'CAUTION':Remember that the USA Center VICINITY MAP dllbesbd to S ` , ®® , SUBMITTED i C.D.E ASST DIRECTOR OF PUBLIC WORKS DATE notlhe onythoseo ELEV. .1008.531 FT. �. CIVIL e ` .�. .,.i - -OVED SHEET OF \ ` SURVEYING h 1 RE SU the center.There could be other ub bes LANDSCAPE ARCM TECTU THOMAS BROS. GUIDE - present at the work slte.The center will 9TF �� Melwn W.Thatcher,III R.C:E,39964 Ez�. Dec 31, 2005 inform you of wFwm the,,wdl nobly. - s ` L�lI I I b 3 PAGE.604, REF. D-6 NTS CAL1 JOB NO. DATE PREPARED DESIGNED BY DRAWN BY SHEET _ Fir I 103001 2/27/03 MWf JD I OF4 A- • APP- TATE 1 LAND DEVELOPMENT NGI EER DATE DIRECTOR OF PUBLIC WORLS .ATE 1 j • yOOOIRI 4L