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HomeMy WebLinkAbout564 S71MA OF QUAW"I I S TEM DESCRIPTION QUAA TI UNIT REMARKS 1 . CLEARING AND SITE PREPARATION LUMP SUM -INC LU0ES MISC. REM0V 2. EXCAVATION AND GRACING LUMP SUM L.S. SEE GRAGINQ PLA . l .20 ' :� M NT _ 149, 364 S. F. SEE GENERAL NOTE 16 - --_- 4. 0. 33' CLASS II AGGREGATE BASE 149 3G4 S.F. SEE GENERAL NOTE 16 Q - { RME-) t4- 10 5_f==5Ef-6ENERft--NOTE=H= 6. P. C.G. CURB AND GUTTER ( 12" G. F. ) ! 174 L.F. PER DETAIL "A SHEEL2 TRACT TENTATIVE TRACT 9224 7. P. C.C. CURB AND GUTTER (8" G.F. 2,49/ L.F. PER STD. N 9025 yCURB-AND.-.GUTTER 3,770 O, 115 CURB--ONLY (C,F. VARIES) -CURB- LE PER SM Nn 116 BEIURNS 1 _ ' 10 P.C. C. CROSS GUTTER AND_ SPANGREL Q_ -PER-57L. N0. 119 I1 . P. C.C. DRIVEWAY APPROACH 6, 384 S.F. PER- STG._ NO. l2 _ \ 12. P. C. C. SIDEWALK 38,279__ S.F. PER STD. NO. 109 8 30 13. A.C. SLOPE PAVING 25 L.F. PER DETA/L ON SHEET 3 V1c7-6W/A we. ¢, 57REE'7- I J 14. CONCRETE BLOCK WALL (H=30") a4L.F. PER_5Tp1_ 301--a_30 W I �a I ! ! o"NCRETE �LOCK_vALL�_a_ ' ;, __�.3Q1_� 0 Q -6/ I 6. CONCRETE BLOCK WALL (H 24 69 L. F. SEE SECTION A-A, SHEET -2 I R REFIECIC,R SIG 73 74 725- -: X33 � � � 18. STREET MARKERSIGNS9 EACH_L8ER__5_TD_1_NQ1__.30 19. 1 ADJUST MANHOLE TO GRADE 10 EACH 20. REMOVAL OF 2' HIGH RUBBLE CURB 750 L.F.. HERMOSA AVENUE 70 I �8 1203 M1 GENERAL NOTES 47- 44C �5 22 1 . ALL YORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY 'STANDARDS AND SPECIFICATIONS. •� 2. STREET MARKERS PER COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. Bra43 �7 1 3� � N44 I ( � 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE POLES, WATER METERS, VALVES, HYDRANTS, ETC. 56 Tis �� h a to-1 j SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE _ ? IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO �?' `� Q ''� ( COUNTY ROAD DEPARTMENT. . y 9 4.2 3$ 3/ 7 $ 20 I 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH m Q I W SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ��•� ,,,3 52 5f '.►o W 4I „gyp 3t� V �0 29 28 W f9 ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS. 6. 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, MONTE VIsrA - WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 6 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. I 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 2 3CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. I ¢ 5 6 7 B 9 /O !/ I2 /3 /¢ /6 /6 17 /8 9. ROAD DEPARTMENT APPROVAL GOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. 10. ADEQUATE STAKES SHALL BE BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE 'WORK TO THE PLAN GRADE1. 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, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE I N 0 E X M A P 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 BY SUB-GRADE INSPECTION Scale: 1" = 100' PERSONNEL. 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. • 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES 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 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 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. 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE • PP.EPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FI -- _ FILLED WITH A FINE GRADED MATERIAL OF A QUALITIY BETTER THAN THE NATIVE MATERIAL. #6. -AT- TliE COMPLETIGN OF ROUGH GRAOING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTFIGH SHALL BE SUBM177t-q . - MEN FOR REVIEW AND EVALUATION, 1•/` WILL BE 61VEN WHEN ALL STRUCTURAL SEGT-:TGN REQUIREMENTS 11AVE BEEN . Tentative Tract " No CC • eF i BENCH MARK SAN BERNARDINO COUNTY B. M. #A - 249 , Pacific EIectric Railway Chis. "o " in Rubble Curb Return on S.E. corner • 19th and Ramona. ' EIevation: 1462.27 Tract No. 5949 SPECIAL NOTE FROM MMATE ENGT TM TO CONTRACTOR Contractor agrees that he shall assume sole and complete re"nsibility for job site ` conditions during the course of construction of this Project, including safety of all persons Tract NO. and property; that this requirement shall apply continuously and not be limited to normal 8918 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 0%,ner or the Engineer. RCF No. h i VICNITY MAP _ _ T .I. SCHEDULE Scale: /" = 500' _ ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W 0, NO. RAMONABERKSHIRE AVENUE - ROAD - DEPARTMENT T M E N T q A' ('� 1 EAKSWAY AVENUE = 316 EAST 'E" STREET TRACT N "• 91Q9 ROAD No. TEAK WAY Dectpned By «*f?()' E i BY GENERAL NOTES, CAMBRIDGE AVENUE = ONTARIO, CALIF 91764 Drown a ESTIMATE OF ELMHURST AVENUE = 714 - 986 - 58 1 8 %, , FILE NO. s Q• �1� ti_ , ..E ��Rik�� DATE QUANTITIES. INDEX MAP HERMOSA AVENUE = Chocked 8y Delete Gen. Note Ifo C. Rev. Qucntifies C 2'3-1 Recommended BVICTORIA STREEIy s ' MONTE VISTA STREET = R.G. 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