Loading...
HomeMy WebLinkAbout5344-1 • rt GENERAL NOTES v 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 0 0 A • 2. AA PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS WILL BE REQUIRED rvi PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE • Nr.y' to COUNTY RIGHT-OF-WAYS OR EASEMENTS. - O - - ‘F. 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, N. WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THIS PLAN WITH- 0 V •-•‘ IN THE UNITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AT NO COST TO THE DEPARTMENT 11 OF PUBLIC WORKS. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED N. v O 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL • GROUND AND ALL SUB GRADE SHALL BE DONE AT NO COST TO SAN BERNARDINO COUNTY. A - • h O >\ FM Q 0 e) O ` WRITTEN REPORT WITH THE COMPACTION TESTS SHALL BE SUBMITTED TO THE PAVEMENT V h O OS ai �` Top of Exyst Curb ENGINEERING SECTION OF DEPARTMENT OF PUBUC WORKS FOR THE O V a O y, O b Prop. TC 32 LT Ga% APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/OR SURFACING 06'0 t. i g_g+, 4 pi :T' ` , w_` �j_`. . . N. p �� - - 796'0 5 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE O Cr 0 30' O b Fut T ofCurb 0. 25 % 0.25 9 PAVEMENT ENGINEERING SECTION OF THE DEPARTMENT OF PUBUC WORKS NN p �� - - LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: O ,` _ - - �-- -- — - - - f 0 d A R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. -..^„� �� -� ���' . - - _ - . 'C-GR O 30' [B] STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. % I 0.30 % Fut flip of Curb - 1' v of Exist. Curb 0.25% 6 IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR CURB, AND/OR O GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL 0 COMPLETION. • O O O O 7 . IF ASPHALT CONCRETE IS TO BE REPLACED DIRECTLY ON SUB GRADE OF THE ROAD t\ 4, - b - _ h b _ ` . _ - OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED - - - RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 8 CURB AND GUTTER; CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT - _ 0 0 A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER i. p s p SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO _ _ - O _ - - _ _ . _ _ PROJECT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR O y `� 1/41i s -- MORE THAN 4' LONG SHALL BE SAW CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' p 0.82% �.�ss......... �9 AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. v{+6'O s * N. Put. q 0. 25% 9 AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED N. 0.SO % Pine CL _ ___ ----------- —PC-- Erin' Centerline STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE DEPARTMENT OF PUBUC WORKS, FIELD ENGINEERING DMSION, PUBUC WORKS PERMITS SECTIONS, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. ' THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATIONS OF SAMPUNG, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READING. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION. - REQUIREMENTS HAVE BEEN MET. TRAFFIC CONTROL — GENERAL NOTES ' - • 1 ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE - . - CURRENT EDITION OF THE TRAFFIC MANUAL, PUBUSHED BY THE STATE OF CALIFORNIA, 960 _ 060 DEPARTMENT OF TRANSPORTATION. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). - 3 ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 4 SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) and 303(b). 5 ALL CONFUCTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE • - - - REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. ' 6 ALL CONFLICTING SIGNS SHALL BE ERHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. • SCAlA' _ RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY 1=40 NorREPRESENTATIVE 1-¢ Vert 7 ALL EXISTING SIGNING, STRIPING MMARKINGS OR NOT SHOWN ON IF OVE/ OBLITERATED BE REPLACED/RESTORED D SAME KIND, AND CONFORMANCE WITH STHE- CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT ft 1$ IS 14 16 16' 1!' 16 19 OF TRANSPORTATION. 8 THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DMSION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES �Ar f`, if PRIOR TO PROJECT ACCEPTANCE. BlYlfvSA�Yltl1 9 ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACK GROUND WITH HIGH INTENSITY BIG Na 685 City qj Pontana IPN ,286-091-06 (FHWA TYPE III) REFLECTIVE SHEETING. Rasbvad Spire to Power Pole Na dE8905., 10 ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL on Northwest Comer V Santa dna '4v APN 286-091-07 APN236-091-04 OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE 4' Almond An WY PCS 08 OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. - 11 ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW-GREEN. �� 4R yh - m gb N Ac *0 c r 1 N.E_ i I` CONSTRUCTION NOTE'S;• t. LN.., Scale >=40 Har q j 0 O I L I I saw astx I v ' Construct Curb ana' Gutter Per Co Std 115 NA * S I L� 1 ) I _ O Construct Sidewalk Per Co. Std 109 , Type C � O' i ,,It v z Ifr- x Sta+76 to+sf $ 3O Construct Driveway Per dlod S/a 128 I g 1 4, I bl4 u �%r--J v I ;� • 3 I CONC. _ *640 LT. �v ` 1 1 1 X R e © * 1 I i O CONC. ¢ Constrict 080' 4.0 Pavement Over 050' Class 2 a99• Per General Note #9 S I I I I Exist. CLIP--- • - x. - - Saw cut and Remove flirt. Pav't t1 %.% . I I I� I flirt c.L Pence - a o R/A' • •• : :: �� -3� - 6 Reconstruct in Xsiud I - Exist Curb & SW (FL58.17) to nisi Liao "Si ; c T O IT Q> �V I PROP. PH 1/4:, Q O ` \ 7 Install Yellow Natter Per Co Std SO4 +>0 FLS8.28 +SO - LSB.Sf DS AP. - - - - - -- - - - -`•••-•• nay - - - - - - - - - ® Construct Driveway Per Nod Sta 12.9 Pain" Fellow 1 '' ° A Lau 958.8) +43 A f 00 11+00 1$+0 18100 14+00 �� 1S+OOp 18+00 — 17+00 CO w 18+00 0 © f 00 y Remove Chain Link Pence within R/1/ _� - -�—_ -_ _�� _ __�