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HomeMy WebLinkAbout644 L S1 !MW E 0/ OUAM l7ILS SEE NOTE NO. 9 141 /TEM DPSCRIPT7ON OU4AT17Y UNIT REMARKSQ , 1 . SITE PREPARATION LUMP SUM L .S. INCL . MISC. REMOVALS NOT v ITEMIZED \ � 2. EXCAVATION AND GRADING SEE GRADING PLAN Q 3. 0.30' THICK A .C. PAVEMENT B2G0 S.F. 11-f 4�Ar"e�/'rQ h�/LLS/DE AE'OAD __ 4 4. 0.25-' THICK A.C. PAVEMENT 44 -309 S.F. -_ _- �ShHEET 2 ) _ O 0. 10' A .C. CAP 28,�z9 S.F. �-PfY53 S.F. HILLSIDE _._. TE BASE 7. P.C.C. CURB & GUTTER5. 002 L.F. STD. DRAWING NO. 115 t� 8. P.C.C. CROSS GUTTER 8 SPANDREL 942 S.F. ,16 35 34 .�3 3Z 3/ 30 29 V 6 C 9. A .C. DIKE 55 L.F. STD. DRAWING NO. 117 VVVV� 'Q ` 10. CUT PAVEMENT 8 REMOVAL OF TRIS! 2, 548 L.F. ! I . 24" R.C.P. 308 L.F. a If !2. C.M.P. 37 L.F. 7 •. I d Q 20'EQU ST,Pi,9N E EMENT �p �, 13. CATCH BASIN TYPE "A" 2 EACH STD. DRAWING NO. 206 n W - 14. STORM DRAIN CLEANOUT X=4' , Y=4' , V=61 1 EACH STD . DWG. NO. 208 r BB REMOVE 18" DIA. TREE 1 EACH K -! RELOCATE STREET NAME SIGNS 2 EACH REMOVE EXISTING DIKE 687 L.F. �- t/ �2 t3 2d t5 P6 t7 PB Q W `- RELOCATE EXISTING FIRE HYDRANT 1 EACH V � IADJUST VALVE BOXES TO GRADE 9 P i i . SEE GENERAL Q Po /9 /8 /7 /S /5 /d i3 /2 -- GENERAL NOTES I . ALL IIORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. CONTRAPTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. Q 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. S. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. —J 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. PO' EQUEST�P/A/V EASEMENT S. COMPACTION TESTS OF EMBANXMENT CONMUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL STUB-GRADE SMALL 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 DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. J B, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD / DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. /NDEX MAA (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. /� BSEB-STiR3C T-F"I MEE#1- (� SHS6IYfSION SfCTI9H OF THE &AIF BfRNARDIN$ COUNTY ROA9 9EPARTMfNT f0R itEV4EW A�FO EVALUATIW. - A-PPROVA-L WILL BE &W-E*W*E* ALL STR fETU-RA{: �E£TI01F RE"fREMEHTS HAVE SEER MET. — - B. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. S. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATIO OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIC3 SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY 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. i Q Q ��ZZs�oE Q W T.P.9CT P0.90 R 5/TE O v m N K Q WILSON Q BANS'A/V , ST,PEET f � SPECIAL NOTE FROM PR1`trAT'F. EIVCINEFR TO CONTRACTOR j 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 Y/C//V/Tf' Mi91� 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, real 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. - -— - Date_ _ -� S�Z- RCE No. ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W 0. N0. ROAD DEPARTMENT TRACT N0. 9397 ��, Na. QE/VC'.S/ ^Appy 316 EAST 'E" STREET o..�Q�ed Br APt''�'QVEC} BY N,97Z IN TC. E�S7END ONTARIO CALIF. 91764 Drown B ,� INDEX MAP GENERAL NOTES N,- CU.PB APr7.11PAI,9T / y o•Z-�1 FILE N0. /�/TE�PSECT/ON f>/ELUfAN 7I4 - 986 - 5818 Checked By fii �rt� '`• ASST ROAD CCWVI§-,;10 FNGR DATE A IJ D ESTIMATE OF QUANTITIES N y - ,o Lie%f�d�erieio%t/ofe T��eu��eo'l ionf�ties 919 77 Recommended ey , EZE/: =/877. Z5 �. t-Z 3-Tl 0 �. -- -- - _.�. - ALTA L(��A DISTRICT R.C. E. ?�44 DATE ARK REVISIONS AF'RR DATE UN N R SHEET - d 09E0- 76-7-5' E sr• 6- �'B7'6,t7 /�7y29 a7L h�ELLMA/1�' /OE.�.00 {✓ {SO z LL�Y'MA4, _. .,. ,,._. ... . _ _. ..._.. f vvE . IS /878 ...... tp -� N r c •� 1?7e 74f • � ��, ' � � I . ....._..��_. ,. �_...___ /979� ��7�'/5� __� - - - .-........._._... _.-�.._. ty /SOD i y ................. __ ___ _ NV ........................... ,.._._.y.._ _ ._.._._._..___ ........ ._....__...__ ,._. AA �c al . �8�..9. 3�} ..__.......___.__.... /9798/ (h o y � . /B�dS Z � _ --- :.. ... _.. O a ? �. 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