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HomeMy WebLinkAbout5343-1 / GENERAL NOTES - ONLY CIRCLED NOTES APPLY _ _ _ O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. - - - - - - - - - - - - 0. 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 - - - - - - - - - COUNTY RIGHTS-OF-WAYS OR EASEMENTS. p ALL PIPEUNES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, 0 W- WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THIS PLAN WITH- . IN THE UMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK • IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AT NO COST TO THE SAN BERNARDINO R VN. 7 Zit \ COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT. IT SHALL BE THE OWNER'S i eh D) RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED ; v` t, co 0. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL ` ,° itS t' .- O V' o. \ GROUND AND ALL SUBGRADE SHALL BE DONE AT NO COST TO SAN BERNARDINO COUNTY. A ,; v ' '. c N. h O h h to h S N *S O' e `t Top of L'z'i'st Curb WRITTEN REPORT WITH THE COMPACTION TESTS SHALL BE SUBMITTED TO THE PAVEMENT k O A v 4' I y O - $ Q' 1- 0 » 0 i G 7z _1 ENGINEERING SECTION OF THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT FOR THE N. O M % % % b h 4 h y h y b h O __ __-- - _ APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AN/OR SURFACING .980 I 0 m h `� O ,` Os Ns °� N. °� ,` O ,` 0 °� - OL'/1 O AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE ,:r Cr C 80' °2 h r -Pict T ofCurb -�� PAVEMENT ENGINEERING SECTION OF THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD O a O G 9 i-_^Top -A--� CONTROL DEPARTMENT LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: O AA , -- G - -� --- ...-•-• ---- _ 08,29 [A] R-VALUE SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. __ -- / ---- - -- _---- - - _GR C 80, LB] STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. I 1' - -- - O.BO .1' Fut ofCub J 6. IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, AND C S. 1, �P Top 9f Proposed Curb 0. 269 DRIVEWAYS APPROACHES SHALL BE SCARIFIED AT LEAST EIGHT [8] INCHES AND MOISTURE O a 1 01 \ \� \ 0 SHALL BE APPUED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS C_\•J� • - W N 0 W `5 cp PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL BE PREPARED WITHOUT • , - h �° 0 O 0. O COMPACTNE EFFORT. , q N n R\ q h h h j �j w \ O ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY 1/45 h �) \ \ \ \ \ \ W DENSIFICATION TO 90X RELATIVE COMPACTION [RC] AT VARYING DEPTHS TO WITHIN 0.5' OF THE GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95X. h 88 ALL LONGITUDINAL CUTS SHALL BE ItsItu IN ACCORDANCE WITH THE SPECIFIED UMITS N .Q �! OF FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY O v., I- O STANDARDS AND SPECIFICATIONS. - O v co % 9. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION Li- 0 FLOOD CONTROL DEPARTMENT PRIOR TO MAKING APPUCATION AND ISSUANCE OF A GRADING p O p� . Os _ _ PERMIT OR BUILDING PERMIT. .9N8O a 3� a 9z9< --- - • • 10. WHENEVER A STREET WITH A PREDOMINANT GRADE EQUAL TO 3X OR GREATER IS CLASSIFIED N Ai a Fut O.,Zd9 _ - _ -�- BY THE COUNTY AS A WATER CARRIER, DEFLECTION CURBS OF A TYPE SATISFACTORY \ TO COUNTY REQUIREMENTS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE v. O 0 80 9. Fut CZ- _ - _ ---- _ . _ 1 \ 0 T\ DRIVEWAY APPROACHES. 0. _ • - - - - - - �'s_zst Centerline 4� 0) et --'- --- - w 0 O - O O 11 IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR CURB, AND/OR ' \ \ \ \ \ TO GUTTER, THE CONTRACTOR SHALL DIUGENTLY PURSUE THIS PORTION OF WORK UNTIL • - \ --- \ \ \ \ h h �o °� °i \ \ COMPLETION. \ h 63 Ai % of h CI At O Ai 0 b 4i 0 b \ \ 12. IF ASPHALT CONCRETE IS TO BE REPLACED DIRECTLY ON SUBGRADE OF THE ROAD vi O O �0 4) 41 4� \ OR DRAINAGE FACIUTIES, A SOIL SrERILANT REGISTERED BY THE EPA FOR USE UNDER ,N h \ \ \ \ \ \ \ \ \ A.C. AND P.C.C. SHALL BE UNIFORMLY APPUED AT THE MANUFACTURER'S RECOMMENDED V \ \ 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 CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50X OR FLATTER - - - - - - - - - - SHALL BE WATER IEwt/ IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO PROJECT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6' WIDE OR ' - ' - - - MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' 980 . _ _ .96'0AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 15 ALL 0.40X OR LESS CURB GRADE UNES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE - - - CU1RFNT EDITION OF THE TRAFFIC MANUAL, PUBUSHED BY THE STATE OF CALIFORNIA, 1 DEPARTMENT OF TRANSPORTATION. _ •_ - _ - _ . 1©ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 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. - ()SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 30.3(a) and 303(b). ®ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPUSHED BY SANDBLASTING, GRINDING, OR ' - AS DIRECTED BY COUNTY REPRESENTATIVE. ® ALL CONFLJCTTNGS SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. • - . - - - RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY , REPRESENTATIVE 11 >I 19 >f 15 16' 17 18 19 © ALL EXISTINGS SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/ ; OBUTERATED,SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE • CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT BANC1rl n OF TRANSPORTATION. 9.X. Na 585 £14 of Fontana APN 86-091-06 © R ORO ECT ACCEPTANCEC(WALK REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DMSION Railroad Spite in Power Pole Na .989AN!►h' 14144 tQ PERSONNEL FOR :721_127 FINAL REVIEW (WALK THROUGH) AND APPROVAL OF IiRAFFlC CONTROL DEVICES On ad5) Corner Of Santa Ina Ave. k _ - - r ( ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BLACKGROUND WITH HIGH INTENSITY Northwestet Almond BL4( .9b'S IB ARK 236-091-07 Gj 43 y - V ARK 236-091-04 (FHWA TYPE III) REFLECTIVE SHEETING. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL C 25- - I OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBUSHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. Et /We Line D O %I m O y • I . Q © 1y rig Qom ' , , m •m + I f , CONSTRUCTION NOT2'S;- O 4 m m 0 N- ' i q1 t0 9 s Nft •_. I d'zist C.L. Fence ac m lo, •° et + „ i Construct CPsrb a m, Outter Per Co SYd 115 IN tikScale >=40 Xor 9 �: N year Q ® Construct Sidewalt Aar Co. Std 109 , 1}gve C 1-4 Vert .°i. I /i 1 �4 �'c� IN.•a 1kiN 1-bk + ' .` ..-. . . I )j >2.9 50_'_W1 °-r/ �+ ® Construct Driveway Per rod Sid ® � o>,: I sb I s m g , ti �° a`r 50.., u , " Ro t.y 4 iftil f Construct alai a Pbwment Overosocla+s B slog. I I .. © @�V �, I ' ��� , I _ 8 Sawoist and Renio�Ie "set Pavel to Pone JWsooth foist Fater ifainline .... � __ 0 Protect tree tzzs C.L. Fence •Lit _ ,. .: ...'' >1:: I, a O r - -- _ - Install Z Yellow t(as>�srs Per Co Std 90i� T aT o Sta 15f20 -- - A'zr st Curb et SAT O I oo - -- ----- -- Grade to Drain O.z0� --- i� - --- --4 04� © I= -is end AC Cap O�-- 44' O Oveepa a with O.10f AC Cagy as Sitown on Plats i ... /FL 57.3 AFL 57 S/ 2.> 'Mite Edge line OD__---_.--...e' Protect Utilities in dace Join TC 958.42 >6 /7 Painted Yellow �� � I », >8 3. > Taper_1c�ys� 95_ >f -_ -_ >5 =_N B9 06 48" E _ _ �_-F= ____= 19 O Remove h' Tree - - I ki - __ =, 4 �1===� ______ ___�- -- - _- - I =_ - ==== kms' t-_--- I iYhite A'dge Line Sta >3+00 �I flue Sage Line > Relocate a'xistls� Utilities .� ® /4/test tainting Utilities w:rTh ti;,� \„, N. Lv Beg. AC Cap I re ---'�-- ---- --� �----'�---- -- --'E --- --'�--- - '�--- --R --'�--- -- ® Awe and Nato* Sankt Pay? as Necessag4 Feather a Minimum of.8' ' ro , L'zist C.L. Fence Replaoe Mite Ba(4eline v ® Install 2-4 PYC Drain Amoss Under 8/17 Sea >9f.95 e!• 14f80 ( m irons Ste /8+00 to Ste /51.80 0 s 0 183 3=ca -z r iCif/a gw O. ! l -- 4 CI. v �� ✓�C ,al. A70 i -21 '� qkIi‘c la --- Ov Protect tfzist. Iron Gate --6.3- - R/A' q° RAT T SAN BAJ?KA&OINO /77 I-10 . . 44 C. Saw Cut ' I sk "V - / 12 � 82 y 30 �l Exist Conc to Remain - �- 6 ' 2 9 - k ,SITE N1/4 -)1 4 6.S 1z 6" Class B Conc.Q---viii �� / 1k'zist Cone to be Remove 00t i TIICINTY NAPSANTA ANA AVL' Slope Far. 1.0 .1 to 1. 7 % ® Per lrlod Co. Std /29 ra 1 4" :1 ' -- / 0 __�L'zist. Pav't q O PRIVATE ENGINEEER'S NOTES TO CONTRACTOR © ��s. © 1J�ZIT�L''IYIIY 1>�'T�IIL 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 0 TYPICfIL SECTION NTS SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND . NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, N.T.S. INDEMNIFY AND HOLD THE OWNER THE CML ENGINEER AND THE COUNTY'HARMLESS FROM ANY - - ' ar rW.O.NO. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON 4 FIE E COUNTY OF SAN BERNARDINO / THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR • 1 f F' yLf LAND DB1ZOPdrd1VT LD BOOK REF. Pgs. • THE ENGINEER. "s K`' LNCINBBRINC TRANSPORTATION/FLOOD CONTROL DEPT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS, OR Sr ITT,/ �� / /nssTrrZs ROAD NO. STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF THE AVAILABLE !98! Myrflwiood ars Cotton DESIGNED BY s �'O APPROVED BY A. ti t7lV.,Tln 14 730800 RECORDS, TO THE BEST OF OUR' KNOWLEDGE THERE ARE NOT EXISTING ,UTILITIES EXCEPT AS SUNG. 29150 SAW PA 9o9 Cottzs SHOWN ON THIS PLAN THE -CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY " :Bpt N BATE CA - DRAWN BY S ae W 0 LIMITS MEASURES TO PROTEC THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR' - _3 �_ • •usyre a,ambia Fasts firme esula P.P. t 11/-/09 141-11(8 FURTHER ASSUMES ALL UUABLIITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR - CHECKED BY /f ill Inc xvnaFeeorr eeaeme uaf STRUCTURES SHOWN OR ,NOT SHOWN ON THESE DRAWINGS. • O , ` '. 9ts� s9 9 9 Map - .� w cam, IBiB. RECOMMEND 13Y APR BBB-091-06 SHEET > OF f G. s09- Coat vna • - - - , _ _ : - .. - L ✓. .wait RCS,Y9/d0 Dab MARK R!1/ISIONS _APPR DATE r \ W 1. referee OF 71V0SPORTATON MN .. - , x s , a 5343-1