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ESTIMATE OF OUANTI TIES /TEA/ omwPT/AN M V/T RFVARICS _ a um mIncl, 2. Excavation 3. 0.25' Asphaltic Concrete 10 693 S.F. Turner Ave. 5. 0.20' Asphaltic Concrete 36, 283 S.F. Interior Streets 6. P.C.C. Curb 8, Gutter 12" C.F. 690 L.F. Per Std. No. 115 S. P.C,C. Sidewalk 15, 829 S.F. Per Std. No. 109 22 23 Z4 ZS 16 27 Zd Z9 30 3/ JZ 9- 31 wide P-C-C- Ribbon 7 P A h 10. Adjust Manhole to Grade 3 Each Sheef 1 of 3 53 36 L.F. 13 161 Cane- Block Wall 1313 L.F. Std, fio, 301 SALINA STREET — ll 34L.F. Std. No. 301 J4 j Mote fro Remove Rubble Curb 505 L.F .� C173Osit Re uire W 35 Q 2/ 20 19 /a /7 16 IS 14 13 /2 !/ /0 J6 9 37 8 O 38 39 O . 1 � d 3 41 J.ENERAL NOTES 1. ALL WORK SWILL BE "WE 111 ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTif STANDARDS AND SPECIFICATIONS. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 L 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT 3► SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL Z BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. 3 43 4. THE RESPONSIBILITYAOF ADJUSTINBEMANHOLE RESCOVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND '_ . J RESPONSIBILITY F THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. 1 S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION. i. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR 44 • ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE j SHOWN ON THESE PLANS. • 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACNMEIIT OR COIISTRUCIIVN W1T111N THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. j 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 STAKESHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND 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 CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. 12. ALL BAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL 'LOT, PRIOR TO PAVING. INDEX MAP IS. COMPACTION TESTS Of EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PIER- FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINSTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 14. AT THE COMPLETION Of PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD f'f DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. 1 t (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. PAR T. I. SChedu a 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED By RtMAViNG ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A S.B. Co. B.M. No. 1-9 Turner Avenue 6.0 QUALITY BETTER THAN THE NATIVE MATERIAL. Conc. Nail in Northeast Corner of Ferrwood Drive p EN81MEER te 'MmE 911991VISION 9EeTIeN OF TIIE SAN BERNARD!— .8.111 . 1,90 DEPARTMENT FOR REYIEW Wibl: tkadwall on South side of Railroad Salina Street 5.0 Tracks at Turner and S.F.R.R. Elevation: 1109.828 ARROW ROUTE SPECIAL NOTE FROM PRIVATE MIGTN"EM TO CONTRACTOR Tr9 Contractor agrees that he shall assume sole and complete responsibility for job site t 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 T/10d v/fe performance of work on this Project, excepting for liability arising from the sole negh- Bence of the Owner or the Engineer. Jss •13•�K Tr. IV2 n•n j t or RCF No. 21104 ' ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. ° N0 316 EAST "E" STREET ROAD DEPARTMENT TRACT 1110. 9036 ROAD NO. �— ONTARIO, CALI F, 91764 Designed By PPROVED BY VIClIV17Y MAP 714-986- 5818 Drown Oy FILE NO. 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