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HomeMy WebLinkAbout711 GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. ! J I 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO J EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. BANYAN + _ STREET _ _ _ t __ 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. SHEET 2 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH' BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS. ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPT. FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPT. LISTING ALL 31 TESTS OR DETERMINATIONS COMPLETED TO VERIFY. 4 3 2 I (A) RL-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS. OF ASPHALT SURFACING. 7. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION 3 0 m REQUIREMENTS HAVE BEEN MET. 8. A PERMIT WILL BE RE8UIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPT. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY ' EASEMENTS OR RIGHT- F-WAYS. >, rj 6 7 8 9. If ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERA LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERIS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. lY 29 0 LU 10. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE ESTIMATE OF QUANTITIES. 9 D II . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION ROBE RDS STREET Z OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF + j QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 4 SHEET 4 --- Q 28 ' J I 0 d' QUJ 22 21 20 >' 1 • }- lY 27 v o I� w I I 12 N U 1i � t MANDAR �VE. 1 - CONSTRUCTION NOTES 23 19 SHT. 4 Z ESTIMATE Of QUWTITI,ES 26 13 QDESCR/PNON QUANT//TES/ UN/T REMARKS IQ CONST. A.C. PAVEMENT PER TYPICAL SECTION. J O2 CONST. 6" P.C.C. CURB 6 GUTTER PER STD. 116. t- 15 Clearing and Site Preparation Lum Sum L.S. Incl. Misc. Removals Ld J I- 0 CONST. 8" P.C.C. CURB s GUTTER PER STD. 115. O W 17 16 W w Excavation and Grading Lump Sum L.S. See Gradin Plan 2 5 24 18 00 1 4 Z = 3. Const. 0.2' A.C. Pavement 7, 120 S.F. Banyan a Hellman O CONST. P.C.C. CROSS GUTTER & SPANDREL PER STD. 119. cn 4. Const. 0.2' A.C. Pavement 55, 100 S.F. Interior Streets CONST. P.C.C. SIDEWALK, TYPE "B', PER STD. 109. w' _ 5. Const. 0. 1 ' A.C. Overlay 9, 165 S.F. Hellman Avenue 63 Banyan St. 8 CONST. P.C.C. SIDEWALK TYPE "C" PER STD. 109. Z 6. Const. P.C.C. Curb 81 Gutter 8" C.F. 2.744 L.F. Per Std. No. 115 O , Q Const. P.C.C. Curb & Gutter 6" C.F. 412 L.F. Per Std. No. 116 O CONST. P.C.C. SIDEWALK RAMP PER STD. 110. Ix 8 CONST. SIDEWALK TRANSITION PER STD. 110. 0 a. Const. P.C.C. Curb a Gutter 00C.F. ) 453 L.F. Per Detail, Sheet 2 Const. P.C.C. Curb Only C.F. Varies 132 L.F. Return Only O CONST. SIDEWALK TRANSITION PER DETAIL ON SHEET 3. 10 Const. P.C.C.Cross Gutter a Spandrel 1,544 S.F. Per Std. No. 119, 10 CONST. A.C. DIKE PER STD. 117. 1 Const. P.C.C. Sidewalk 17.000 S.F. Per Std. No. 109 i 1 ADJUST MANHOLE TO GRADE. 12, Const. P.C.C. DrivewayApprcach 3,822 S.F. Per Std. No. 128 13, Install Street Name gns 12 ADJUST CLEANOUT TO GRADE. • " 14. Install StopSigns 1 'Each - 13 INSTALL W-60R CLEARANCE MARKERS PER STD. 304. 1.5. ThRfallStreet Trees 6Z Each I N D E X M A P 6 to_Grade 6 Each i4 CONST. 10" P.C.C. CURB & GUTTER PER DETAIL ON SHEET 2. Scald: 1" = 100' Cleanout to Grade1 Each 18. Const. 8" A.C. Dike 29 L.F. Per Std. No. Iff 19. Install Markers 2 Each _ Per Std. No. 304 20, -, Remove xi ting Barricade Z.A. ch 21 . Utility Pole to be removed (By others) 1 Each 22, Const. Conc. Block Wall H=6') 480 L.F. See Grading Plan 23, Yard Catch Basin 9 Each See Grading Plan 24, " P.V.C. rain Pige 570 L.F. See Grading-PLan- 25. 4" P.V.C. Drain Pipe 75 L.F. See Grading Plan 26. Const. P.C.C. Curb Onl 8" C.F. ) 63 L.F. Return Only L f5ANYAN STREET rtR, T.I. SCHEDULE ( 10 YEAR) a uHellman Avenue { W15ERGS ST Banyan Street 5. 5 ,. gV�,Aa`"' Z Crystal Drive S.o a BENCH MARK Orangewood Drive -4.0 J LV ' 0 SAN BERNARDINO COUNTY B. M. NO. A - 235 Roberds Street 5 a W < AA R/CoT 4vf 8 CHIS. " p " AT CENTER OF RETURN ON N.E. CORNER Mandarin Avenue 4 s z OF AMETHYST STREET AND BANYAN STREET EAST. a r 1.E MON AVE,vv O W V TI 652.72 s %E ORANGE AVE VICINITY MAP SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR Scald: 1" = 500' Contractor agrees that he shall assume sole and complete responsibility for job 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 be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, teal or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negli- gence of the Owner or the Engineer. R.C.E. e6PO04 ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. ° No ROAD DEPARTMENT TRACT NO. 9634 ROAD NO. 3l8 EAST 'E" STREET ONTARIO, CALIF 91764 ofoon B By 0 �(VED ��YQ INDEX MAP, GENERAL NOTES 714 - 986 5818 � >,;� ,�� ROAD COMMSSION ^ E R. GATE O S FILE NO. Chickid By -� AND ESTIMATE OF QUANTITIES � 7 aov�v r,Pe���c ��vyf�t 9't,"1• Recomme(idsd By R.C.E. ZG 04 DATE ARX REVISIONS APF! 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SEE THIS SHEET, RIGH. 10 _ 25, 11 SEE SHEET W9. 3 �a-�' 25' (130' 30' I I MI 5a0�yC 6 7 7' 18' 7' NI 1- III II I I MIS Coop,=z e 18' 1 ' I Wj �Q-� 1 w I NIS U I N I I I +I V - en 9 °q (I z I d �ti y� I I �I eo R Oto Oleo 11 III j l o�Q `,u�y a I I o �,� s I .�� T - I I III _!�u � o• � cit ( O Gg' - � I � �h � IV II II 5 91 _ ='• .,,r. - - I I II b3 011 47.42 _ _-_ II A 2 NIU Iwo IIQ3ti P do �I � - EXISTING BA221CADi= ab - I ( v - -t•s6. E. o --I`° 5 I Ay I g3 -- tJ (To B>: REMOVED) t II ' V 69 �•' 89.00' A8.o2' O. �• 3 d 75.48 3 / d ti0 I�,t', II �• REMOVE TEMP. PAV'T ": • " -� '4 4 '�c" 3 ANO PAVE OVER EX15T. ' 11 11 __ I O 1 p1 ,1 �Z Age PAV'T A5 n1EC E55ARY To II A ¢ 3 i V II �' w _ �'' _ - �- M I I c9 7 G, oY J 3 jos R '� a P �' 3�y�p' . � ��jh FORM A SMOOTH OURFACE I pl AA. p 2 b �f� •'t'_:� II M h�` y�' v t u 8 �' 12 g�' B 8 0 ,00, a. p$ Q pA' 0 1 - - _ N 89 41 33 _ G �i• --- titi ih ry �►'i �+ 1 N O 18 27'W_ �}3 . .Y r ---t4 at 1 fj� 1 - aD �iV Vn 4 � 01 I ! Al 11 K l8' t7.00' J� 1 1 b 1 �l . 5.09 33.95' 21 59 (I 0I.. u N �1� 3 I �� \ 1, K 7 ` f'M 8 I to 6 1111 coy ' . _ _ .x�• r _ � I 3, � o a• I O`' 73.78' 50.00` 70.00' f 32' I I I (I ppb I ti b g 118.00 5 y 18.42 I 59• •0�0 �I a \ \ 'OKI/ I • � } �-�y `�. � \ � �I - i- "r -_x_ 13•+ 19_37 O �N � U + \ I � j E.c. _I a,. 92 " \w �,I� ���'� \\1 I i 11 1 �l 1 I lnl 1 II `� '3> �,� ox�°�ti. \ \ \\ �1 1 17 16 I� �o �,y�q �? It OD of •� �� � 1 �1 1 e1w 22 7 a �� I t Iw q,�18 \ 1 21 20 MATCH LINE + 20 p 13•+ 47.33 -I 19 '9 � ROBERDS STREET 4�U�o ORANGEWOOD DRIVE '`R � MANDARIN AVENUE CONSTRUCTION NOTES F I COST. A.C. PAVEMENT PER TYPICAL SECTION. 0 CONST. P.C.C. SIDE RAMP PER STD. 110. 2 CONST. 6" P.C.C. CURB & GUTTER PER STD. 116. ® CONST. SIDEWALK TRANSITION PER STD. 110. CURVE DATA 4 CONST. P.C.C. CROSS GUTTER & SPANDREL PER STD. 119. 9 CONST. SIDEWALK TRANSITION PER DETAIL ON SHEET 3. R A L T R A L T Q CONST. P.C.C. SIDEWALK, TYPE "B", PER STD. 109. tl ADJUST MANHOLE TO GRADE. ° , " o " Q 201 89 4415( 31.331 19.911 © 1821 22038128' 71 .929 36.441 50' © CONST. P.C.C. SIDEWALK, TYPE "C", PER STD. 109. 11p ADJUST.CLEANOUT TO GRADE. © 201 90015109" 31.501 20.091 © 201 107053112" 37.691 27.511 0 CONST. 8" P.C.C. CURB & GUTTER PER STD. 115. QF 621 23033123" 25.491 12.931 ® 201 90000148" 31 .421 20.001 251 © 58 1370061-16N1„8.80 QS 60 55 56 39 58.581 31.871 4 7' 18' 18 QH 501 90°00100" 78.541 50.00' QT 401 235056139" 164.72' 0.5' G.5' 12.5' 5.5' 5.5' 12.5' QI 321 90000100" 50.271 32.001 QU 1671 29°44134" 86.691 44.351 BENCH MARK st.oaE & Q 2181 22039116" 86.081 43.67 SAN BERNARDINO CO. B. M. N0. A-235 11/4". = LEVEL ���' X33' °49'� LINE o'44' SLOPI �K 2001 22039116" 79.08' 40.061 _ .,. a LEVEL © 200' 3°26143" 12.041 CHIS. "p " AT CENTER OF RETURN ON N.E. 00' moo' UM 1821 4051136" 15.441 7.721 CORNER OF AMETHYST STREET AND BANYAN G 30' ao' 30' 30' NO 2181 22°36128" 86.151 43.641 STREET EAST. Const. 0.2/ A.C. Pavement per (o 12' 18 18 12 9! Q 2001 22°38128" 79.031 40.041 General Note '7. ELEVATION: 1652.72 2 1.8 4' G.9' IZ.S' 5.5' s.s' 12.5' G.5' 4' 1.5` 4' G.5' 12.3' 5.s` 9.5' 12.5' G.9' 4' TYPICAL SECTION - MaaJORRi�II AVE. y� y� �Z � �� ' O _ Q' - Sf.:PG LEVEL LINE SLOPE '/4'?12° SLOPE 1/4": IZ" 4 O' O' a O� SLOPE '�4"t lLu " LEVEL- LINE ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PIAN S W. 0• �• 8 cf. 8 e.f 8"c 8'c.f. _z•. �-s :�:x .° �., �Y,s Q TeeffT �o�,« of e«os 5, ROAD A D D E PA R T M E N T ° 3 TRACT NO 9634 ;: -�•. © I 5 5 -Z -�/ 5 316 EAST "E" STREET ��. 9•z�.� L 40010 ST�UctU,2dL 5!°GT/ONS ° ROAD (V0, C yst. d 2l' A.C. Pavement per Designed By APPROVED BY Const. d.2/'A.C. Pavem rrt per ' 3 3 General Note 7. 3 ONTARIO, CALIF 91764 Drawn 81 ROBERDS STREET, ORANGEWOOD AVENUE 3 General Note 7. 714 _ 986 - 5818 nn � 'I t-11 FILE NO. Checked By {IGS 1/ �� % - A$ ROAD OMMI ION -ENG R. DATE- MANDARIN AVENUE I 11 TYPICAL SECTION - ROBERDS STREET TYPICAL SECTION - GRANGEWOOD DRIVE Dwim , 77 R.comtn•nd.dBy Alta Loma District - Sta. 13+47.33 to Sta. 15+00.00 Sta. 9+22.00 to Sta. 12+12.87 -` R.c.1:. 2<080 DATE PAR5 REVISIONS APPIZ DATE COURTTIOWEEA DATE SHEET 4 of 4 - - -- 7G-124