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HomeMy WebLinkAbout4729-1 • GENERAL NOTES - ' . • . • I _ - - - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO - • - _ - - COUNTY STANDARDS AND SPECIFICATIONS. _ 2. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT_ _ _ WILL BE REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE t COUNTY RIGHTS-OF-WAYS OR EASEMENTS. - VI _ _ 3. ALL PIPEUNES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, - WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON HIS PLAN WITH- _ _ - i_ - .)ii IN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK • Ps, INO a COUNTY TRANSPORTIS TO BE DONE HATITION/FLOODBE OCONTROL VED OR RDPAR DEPARTMENT. rr SHALLELOCATED AT NO BE OWNER'S TO THE SAN NAR - $ I RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED ;�, O i % IWO of Iia -_ 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADE SHALL BE DONE AT NO COST TO SAN BERNARDINO COUNTY. A ' b e1 kit 1 1„,,_ -'� WRITTEN REPORT WITH THE COMPACTION TESTS SHALL BE SUBMITTED TO THE PAVEME .'EN b + ~ { _ ��--- ACPPPROVALI PR ORNG C TO HE PLACEME OF BASE TION OF THE COUNTY TRANSPORTATION/FLOOD AN/OR CONTROL CINGEPARTMENT FOR THE Co O^ ( + • �`4.F ; 1 7030 5 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE wir O nn� ti Ji 4, 4 , --y--^ ' AVEMENT ENGINEERING SECTION OF HE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD 1W0 , �` ONTROL DEPARMENT LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: �, -w _-_- - _ - A R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. (�,� I Akst Ground • S,2' -.�' 2-2 [B] STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. (.[1 • Y t- 6. IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, AND 0���+++ _ DRIVEWAYS APPROACHES SHALL BE SCARIFIED AT LEAST EIGHT [8] INCHES AND MOISTURE +--- - - - -.. r....r - - --- - -- . SHALL BE APPUED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL BE PREPARED WITHOUT - t V afro 468 g L"1e'ss a of Piet` COMPACTIVE EFFORT. 7 ALL LATERAL CUTS IN COUNTY MAINTAINED ROA WAYS SHALL BE TESTED TO VERIFY t DENSIFICATION TO 90% RELATIVE COMPACTION [RC] AT VARYING DEPTHS TO WITHIN 0.5' `\ OF THE GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. ' 8. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH HE SPECIFIED UNITS - OF FREQUENCY AS OUTUNED IN SECTION 6 OF THE SAN BERNARDINO COUNTY ` `' _„r STANDARDS AND SPECIFICATIONS. - _._ 9. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION/ -�-'�r FLOOD CONTROL DEPARTMENT PRIOR TO MAKING APPUCATION AND ISSUANCE OF A GRADING • j PERMIT OR BUILDING PERMIT. ---- '� 10. WHENEVER A STREET WITH A PREDOMINANT GRADE EQUAL TO 3% OR GREATER IS CLASSIFIED �p _ BY THE COUNTY AS A WATER CARRIER, DEFLECTION CURBS OF A TYPE SATISFACTORY I a�aJV ..-- __ - TO COUNTY REQUIREMENTS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE _ - DRIVEWAY APPROACHES. _ -- - 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR CURB, AND/OR C z GUTTER, THE CONTRACTOR SHALL DIUGENTLY PURSUE THIS PORTION OF WORK UNTIL .- --- -- - - _ COMPLETION. --_--+ _- - 12. IF ASPHALT CONCRETE IS TO BE REPLACED DIRECTLY ON SUBGRADE OF THE ROAD _, �- .-_---‘__- _ , , -. - - - _ OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER - _ A.C. AND P.C.C. SHALL BE UNIFORMLY APPUED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - - - - - - 13. LEAVE 8" X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC., WHEN SIDEWALK IS PLACED ADJACENT TO CURB. 0 14. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONTRUCTED THAT 1 A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER • 0 SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO PROJECT MORE THAN 4' LONGE SHALL BENS SAWCICH HAVE WATER UT AND REMOVED PONDING LE GTHSMORE NOT LESS WIDEHAN 6" 4'OR tNO - _ _ _ - ... 10.0 AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. _ - 15. ALL 0.40% OR LESS CURB GRADE UNES SHALL BE STAKED AT 25' INTERVALS AND _ FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. 4 '146 4 �- 16. ALL EXISTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLAN, IF OBLITERATED LIS 1 BY AC- ..�-- -- +-- �� �>yp� THE TRAFFIC UMANUAL PUBLISHED BY THE STATE OF CAU ORNIA, DEPARTMENT OF EDITION SHALL BE REPLACED IN CONFORMANCE WITH THE CURRENT OF _ "� TRANSPORTATION. 17. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN COMFORMANCE WITH THE . --Ir-L) CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, . :7- -Anilli AP -4, t%Arill ,- _ _ - DEPARTMENT OF TRANSPORTATION. 18. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING f _ _ _ EXCEPT STOP SIGN SHALL BE DIAMOND GRADE SHEETING. STOP SIGNS SHALL BE MOUNTED PER COUNTY STANDARD 303(a) AND 303(b). 19. ALL CONFUCTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE COUNTY'S REPRESENTATIVE. _ _ - 20. ALL CONFLICTING STRIPING AND PAVEMENT MARKERS NOT SHOWN ON THE PIANS SHALL - BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. if At 48 41 IS O6 17 40 21. A TO FINAL REVIEW OFT TRAFFICL.CONTROL DEVICES IS TO BE SCHEDULED AND APPROVED PRIOR ANA• k . 8A1vChWARK b I,* Mr CONSTRUCTION NOTES Ar AWL AV P.P. AFC >ds k -,k,n KJ: est mowP ! . O Construct Chard and Cutter Per Co SYd /IS EMI: l�J,p1 Construct S dewalk Per Ca SYa! !09 , Jive C .(PW 239'-O»-1.2 I 1 APN ,239'-O»-»,19,.20 4PN ,237=0»-9 • Construct Driveway Per PM's*/ X I �I 4 Construct O.IS' A C Pavement,Over.Native i y I Z a S Construct .L C. �t Per Co Sid »9' 4'I d ' © Pew and.airatch J's,ra't °loan t els Pecrr 1 ~ ss+arr�/• A'eatlier aJ� 4l S' • k © 4'sI I © , © � �I � { I , Fi saw and Remove � Ally's' o x + ' +1 I 0 Construct Sidewalk Reanp Per Co std »0 C• SCOL£ 140 Ha? t 1 • I I� 1 Ne• Z 4 : 4( I .A'Exist c.L Fence + Q Install Fellow .Iral iso' Per Co sYd 801 �sxa .�f96418#.89J • h C 41°4 4 8.5' I 1�4 VERT I ({.? Exist �loc�A'all_ - 1 -----i �, 2 Overpay, as Shown on Plan I -- - - Exist Curb A- s - - I I j 'rtaIll stisinPlace Exist C.L. fence 0 X4 r; . 4 , T „ - j, Relocate Ifsisting Utilities . ?I' � 0 i8 - y . \,v,✓' . _ _ - © ezRelaoall asu Afaalbas .x""'" ' ''''' iry __fee I Ie Aelecate A:witting Railroad Crossing Suers . ----F --SZOPP. --R- -4r- -___Tzsl. - z-A.01,--4,\ - j 7_, 4r..,_. . _I-- -----,...----- --- _t IF____.__.__...._orr_44.10Ar_ir_s__. L .1 \ 7____1.___ _ _ , .--,,,--7.- f -=.' ;_ SE e \I . r ,....... ._,„... __... ...... --. , . sr / , 52' / d's'!'st. Curd et Cutter / _ - 0 >B.s3 410' t9.33' .. Exist Curd at G�rsttsr 111114 1510 4513840 2 3 Sto 45578.40 29.9/- >s' { • R/W S2 R/W . 12 ``� N til 2 4040. 1 .£!N BER VAI4DINO f5►T.1.->0 ,' r , ,1{ " + _ 1 -I- /-7.\\ ''� f - O• Cf a. b N I I O CP Rad 20' V 6L ASS B CONC. Rad ,20" SITE 1 6.5 12 65 Q � � ;- -� _ Nk $Z) ~ill X Waive Neel ,� / / 1 COO SECT S e _, LOPE Vi1R. 1.`1-_ 0 1:7c EXIST PAV'T Sto43 494.67TCZJ,37Y Sfo44,4/3 2683fL Sfo44t53 2T. FL-S\ StNt44f71!33 TC2T.79 ` „'V _ S1b45 2Q07 TC28.64 Sto45t38.4 28.25 S-►o45,478.40 2&6'4FL o f 6 3 T029.82 `. O �, SLOYd'R Ate' � � . t W EXIST IMPROV. i' 011 0 .I>RJVA' AT I>ATAIL TYPICAL SECTION O PRIVATE ENGINEEER'S NOTES TO CONTRACTOR ! . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDfTIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY W.O.NO. OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND ANY A4�� l c� FIELD BOOK REF. pgs. COUNTY OF SAN BERNARDINO • NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THEA CONNECTION LNEENEGGIINIOEER D FORMAHAR LES WORK 0 �!A ' r4 ‘v IRAN S P 0 RTATI 0 N FLO 0 D CONTROL DEPT. AND ALL LIABILITY, REAL OR ALLEGED. YICINTI . �P �,. •' , SLOY�R �Y11TNU�' ROAD N�BA9O0 THIS PROJECT,NEXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR I; DESIGNED BY REC ENDED/APPROVED B1f THE ENGINEER. 1;*'''•�2915fl . ` E TION OF ANY U UND UT0.lTY PIPES CONDUITS. OR �' DRAWN BY • \ LI M ITS //gy�pp �p� p E AVAILABLE IRAT1011OATE (andiVelei. � �L9fc P.P. 9' 149-lOS 149-lSO SHOWNON THISPLAN BYASEARCH 0� THZjf�CHECKED L�Awssa. o�u'�aeaFrMwan�mnralRECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NOT EXISTING UTILMES EXCEPT AS 3 - __ SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTiUTY UNES SHOWN ON THIS DRAWING. THE CONTRACTOR ,` S _ ._- RECOMMENDED BY APX 1.97-011-1419,20 SHEET ! OF ' FURTHER ASSUMES ALL UABUITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR ► 9.E/ z.c)a 17'65 -- .0 L STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.. MARK REVISION .- APPR DATE • DIRECTOR Or rew+wO TAflON a '4 • w,wo . 4129