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Home My WebLink About657 ESTIMATE OF QUANTITIES /TEA/ DEWR/PTION OU4NTITY UNIT RFJVARKS 1CLEARINO AND SITE PREPARATION LUMP SUM ., L.S. 2 . EARTHWORK LUMP SUM L.S. SEE GRADING PLAN 3 . 0 .25 ' THICKNESS A .C . PAVEMENT 3 130 S.F . 4. 0.20' THICKNESS A .C . PAVEMENT 35, 960 S.F P.C.C .5 . R AND GUTTER P 628 L.F. STD. NO. 115 6 . P.C.C. X-GUTTER AND SPANDREL 690 S.F. STD. NO. 119 7 . A .C. DIKE 12 L .F . STD. NO. 117 8 - CUT EXISTING PAVEMENT 64 L .F. !0. 0. 10' THICKNESS A.C . OVERLAY 5, 480S.F. coW -� 7 d 9 f0 V///^OZ 9G✓AY _ &9NE_ e S (SyEET No. 2) � Q /4 Aq �I 1 6 0� GENERAL NOTES - 1. ALL "RK 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. 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. 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL Stip-GRADE SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRACTION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. i. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SMALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. (A) R-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 REQUIREMENTS HAVE BEEN MET. SEE TABLE BELOW. i. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACMMENT OR CONSTRUCTION 1f1Tft THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. 8. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, 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 q PRIOR TO PAVING. 10. APPROVAL OF ROAD PLANS DOES NOT INCLUDE ESTIMATE OF QUANTITIES. 11 • EOWN STIMATE TERMINATAONIOFES IS CONSTPROVIDEDON QBY UANTHE EENGINEER REONLY UBMFOR THE NG ACBR CONVENANY IENCE THE OF WOKELOPER. DY CONTRACSE TOR SHALL14ACH ISENHis OT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PAVEMENT REQUIREMENTS A SE'.tiDA VOAD STREET REQUIRED SECTIGN Sapphire Avenue 0.25' A.C. on native soils i Jasper Street ' 0.20' A.C. on native soils Wh whirlaway tane 0.20' A.C. on native soils % Via Serena 0.20' A.C. on native soils re 907' S/TE W � Q � ►, y uv 2 y `1' ` k--1 r Q • .'�/LL 5/DE .POAD SPECIAL NOTE FROM PRTVATE ENGTN1:ER TO CONTRAC'IO Contractor agrees that he shall assume sole and complete responsibiitty for job *e Y/C//V/Tf' ^q110 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, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negii- Bence of the Owner or the Engineer. z - Date - I T - 77 RCE No. 7 ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLAN S W. o. N0. DE'il/C�5/ QlA1P,5 - d '' sec-+ion ro.3,' ROAD DEPARTMENT TRACT NO. 9424 „W NO. QENC.�/ A ZxS, 0 NOS 3t6 EAST •E• STREET �ionie ti END 0046 le/-&'W"N W. ONTARIO, CALIF. 91764 [W..n s APPROVED BY INDEX MAP - ESTIMATE OF 001PNE,e1-//1L5/915 .POAD 714 - 986 - 5818 QUANTITIES GENERAL NOTES MME NO. D C9nii�9v .9v . ASST pe �TifC E[E _ /911f8.Z/D aon +aBy .NO OS .l-0-. 7 ALTA LOMA DISTRICT R.C. E. 1 3P44 OAT ARK.- REVISIONS APPR DATE COUNTY VAINM 67-f-/ AEO-76-BtS VL. `c... . ..._ .._._ 131%, It J moo\ r*h o � , � 202.�•6a. . � 20 25..54. ..... y ' \ 0 7f64.02' IS, tj w h ' a ...... Iff ti .o c .Ot 114 l0 - � y IS �1 t re3 7f RA A? Pv 0 !4 PC:V. o.. __. .... ._ . ,.. -0 .0 9. h y ,B✓c AIN 70 73r. 202 9 tj cam,° 2l 88 � ` a 7\ 9b 00 00 2ns R•„ .. ... 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