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ESI1MAM - OF OUQNTI TIES ITEM VFSCR/PTIONU.A4NTl UN/T REMARKS 1 . Clearing 8 Site Freparation Lump Sum L.S. Inc. Misc. Removals 2. Earth Excavation Lump Sum See Grading Flan 3. Const. 0.2' A.C. Pavement 13,46C S.F. Hermosa Avenue 4. Const. 0.2' A.C. Pavement 119,403 S.F. Interior Streets 5. Const. 12" F.C.C. Curb a Gutter 549 L.F. Per Detail Sheet 2 6. Const. 8" F.C.C. Curb 8 Gutter 6,934 L.F. Per Std. No. 115 7. Const. P.C.C. Curb Cnly (C.F. Varies) 94 L.F. Return Gnly ao r 8. Const. F.C.C. Curb Only 8" C.F. 24 L.F. Return Only J Const. F.C.C. Cross Gutter a Spandrel 2,371 S.F. Per Std. No. 11 '� h Z W 10. Const. F.C.C. Sidewalk 33,210 S.F. Per Std. No. 109 i6 /5 M I3 12 ii �o a 7 a 5 �,W ¢ 3 2 l PAR r Q ,= ns 11 treet Name Signs c .t_d. Z qK 12. nstall Stop Signs 2 ach 13. Install Street Trees 178 Each Lust M.H. to Grade 8ach VICTORIA SHEET 5 STREET - -- SHEET 6 15. AdLst C.C. to Grade 3 ach st. 8" A.C. Dike _ 7. Utili Fo1es to be removed 1By .others) 4 ach __c ons"onc. Block_Wall_LH=E! L.F. See Gradin Plan 19. Const. Conc. Block Wall (H varies 32" to 72") 94 L.F. See Gradin Flan Yard Catch Basin 10 ach Grading F n /7 /13 /� 2� 2/ 22 23 ?4 25 21v 2'7 28 2�} 34 3/ 32 33 j Pi _ Sub-drain - F. See Gradin Plan 2. 6 Perforated Fipe Sub drain -- - - ! 107 L.F. See Gradin Flan W I" Crushed Rock Backfill Q , _-__ 113 C.Y. See Gradin Flan Q Remove Existing Rubble Wall - .F. Hermosa Avenue Const.- P.C.C. DrivewayApproach 12,012 S.F. ' Install Clearance Markers 3 Each Fer Std. 3G4 NOT SZ ✓�- / 4* 4fo 47 4w 45 44 43 42, 4/ 40 30 Const. Variable A.C. Curb 18 L.F. per � 2. A N PART 1� W I �? GOLDEN YARROW i _ LANE 3$ SHEET 6 ___- i '--_-__ SHEET34 W 7 Zt - h 8" �o to/ Cot loss 4!r4 !o S QXo e07 row71 W W S4 37 ? r� 77 74o7g 14 73 7Z 7/ 70 !09 to S5 v • v was iz I Q MONTE VISTA SHEET 3 STREET I --SHEET 4 I 1 MNERAL NOTES I. ALL WORX SHALL It DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR $HALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK I� TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. IND E/[ MA P 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORD;NANCES. SCALE /"= 80' CONSTRUCTION BENCH MARK BENCH MARK 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH SAN BERNARDINO SAN BERNARDINC COUNTY B.M. NO. A-249 COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION. Nail in concrete headwall on West side 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY of Hermosa Ave. at south side of tracks, Chis. "0" in Rubble Curb Return on S.E. Corner of DAMAGE TO EXISTING FACILITES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. S.P. Rwy. 19th and Ramona. 7. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT TO BE INSTALLED. Elevation: 1374.22 Elevation: 1462.27 i. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CORSTRUCTIOW W HM SAN BERNARDINO COUNTY EASEMEWTS OR RIGI47-OF-WAY. !. SAN BERNARDINO COUNTY ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE THE ESTIMATE OF QUANTITIES. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER: THE STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AMP AT NOt 'MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT MGHLAIVD AVE IHWr' ,7D CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. r A.T. S S. R R. 12. ALL SEWER, WATER AND GAS MAINS AND LATERALS TO EACH INDIVIDUAL LOT SHALL BE CONSTRUCTED PRIOR TO PAVING. • < < N/N£1£E1VrH ST. F IS. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO 4i COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION, SAN BERNARDINO COUNTY ROAD DEPARTMENT, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. VISTA TRACT 930 5 IK. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER, SAN BERNARDINO COUNTY ROAD DEPARTMENT, MONTE LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. Srp T CO R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OR AGGREGATE BASE. s T. I SCHEDULE Cb DEAR ) JAI BSTABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE MOV SUB-GRADE SHALL BE PREPARED BY REMOVING ALL Hermosa Avenue BASEL/N£ ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER - THAN THE NATIVE MATERIAL. h Victoria Street 16. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER 0 TO THE SUBDIVISION SECTION, SAN BERNARDINO COUNTY ROAD DEPARTMENT, FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL i Golden Yarrow 'Lane REQUIREMENTS HAVE BEEN MET. t Monte Vista Street 17� UNIFORMLY IF TAPPNLIEDTATITHEOBE PLACED MANUFACTURERNSSRECOMMENDEDSOIL RATEg ORITHETFULLIPAVEMEN T W DTHNREGSRED BY THEEPRIOR TOR PAUSE VING. A.C. AND P.C.C. SHALL BE Filkins Avenue 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACT" SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY VICiNirY MAP Center Avenue LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NO SCA L£ Halsted Avenue EP1rC7At NOTE FROM PRIVATE ENC?NEER TO CO"MACTOR Contractor agrees that he shall assume sole and comrlete responsiMity for job site conditions during the course of construction of this Proje,.t, 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 ASSOCIATED ENGINEERS FIELD Boort REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W 0. NO. Performance of work on this Project, excepting for liabili/ arising from the sole negli_ ROAD DEPARTMENT TRACT NO. 9305 aence of the Owner or the Engineer. 316 EAST 'E" STREET ROAD N0. ONTARIO, CALIF. 91764 p;,°„s by AF v� 8Y cc 2 -n INDEX MAP, ESTIMATE OF QUANTITIES FILE NO. Date ��/- 77 714 - 986 - S8 I a AnoEb DWY CT.U7-9 a'T•7�E 7?z" C!-0 Ch#eked s 1�l t ,r; ass RoWC0�VV1Ss'0P14FR-FWG1k. DAT & GENERAL NOTERCE No. L S n _ AEN&VA`P�P.M./x,170 fnEE SHT• 50)7 Rocommtnde4 by S-/-77 R.C. E. 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