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HomeMy WebLinkAbout4625-1INTERSTATE f0 GLOVER AVE e w i SANTA ANA AVE ca � d a o CHENV<y,, AVE 11N11-Ufftm". -JURUPA - AVENUE _ I -. VGIVrIC FiL IVV 1 LJ ' 1. ALL WORK. SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. FO IN` TAa PNVA C A L I FO R N 11 A i 2. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT WILL BE REQUIRED PRIOR TO THE BEGINNING OF ANY I WORK OR CONSTRUCTION WITHIN THE COUNTY RIGHT OF WAY OR EASEMENT. 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT ON THIS PLAN WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN Z o ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE a REMOVED OR RELOCATED AS REQUIRED AT NOT COST TO THE SAN BERNARDINO TRANSPORTATION DEPARTMENT; IT SHALL BE THE OWNERS j JURUPA rj L, AVE , RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 4. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS PROJECT LOCATION - OF A ROCKY MATERIAL,, THE SUB -GRADE SHALL BE PREPARED BY fieLJ REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL s u SEE s.A%oAAo VOIDS OR .DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED I - _ MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. IF w•YHOIE FRnvE AND COYER FOR CATCH BASINS. VICINITY �� � ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE, A CATCH BASIN OPENING a 'NORnlnLcuaeFAr,E+41ncHEs SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. NO SCALE r UNLESS OTHERWISE SPECIFIED ! AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S ,P4P6Ew I RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. A ` / MEET EXISTING CURB �2 04@2 �.T��. �\ 5. ADEQUATE CONTRACTOR TTOES SHALL ETBY T CONSTRUCTTHEWORKTO THEHE PLAN NEER TO ENABLE THE PLAN GRADES. 6. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, >rLOv' SHALL BE SET BY THE CONTRACTOR OR EINGINEER. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN JOINTS 204@i �,..c• WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED 6"R - 4'-O"WARPEp OR VERTICAL CURVE AREAS. SUB -GRADE STAKES SHALL BE IN PLACE �'' MEET EXISTING PAVEVENT GUTTER °`• �_,,;,;•.-• PRIOR TO PAVING. TO PERMIT SPOT CHECKING OF SUB -GRADE BY . INSPECTION PERSONNEL ° SEE STANDARD ORAWIN� FOR APPROPRIATE LOCAL DEPRESSION SSION 7. ALL. SEWER, .GAS AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. 11.1 O �'_NOTE � W ' A S _ 8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, L DIMENSIONS: UNLESS OTHERWISE SPECIFIED. w=la',Ix•pwaxt• ` ti' AND ALL SUB -GRADES SHALL BE PERFORMED > p Y'•6•�WaT�9• AT NO COST TO SAN Q V :SMALL BE SHOWN ON THE PLANS. BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION :• W :SHALL BE SHOWN ON THE PLANS t7 FOOTMIN.I. TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION T a 6 INCHES IF V IS 4 FEET OR LESS. DIVISION OF THE COUNTY TRANSPORTATION DEPARTMENT FOR PERSPECTIVE' O F T a b INCHES IF V IS LESS THAN B FEET. APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR r BASIN =iO INCHES IF V IS 8 FEET OR MORE. � � CATCH BASIN N O. I D a18 INCHES UNLESS OTHERWISE SPECIFIED SURFACING. A'•38INCHES UNLESS OTHERWISE SPECIFIED. - 2. STRUCTURAL CONCRETE SHALL BE CLASS A P,C.C. (6.0 SACK). 9. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND ANCHOR THE REINFORCING STEEL SHALL BE NUMBER 0 DEFORMED @ARS. CLEARANCE SMALL BevxINCH THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE FROM THE BOTTOM OF THE SLAB.SEE MOTE t, T •, ENGINEER TO THELAND DEVELOPMENT SECTION OF THE SAN 7CONST.J7011N 0. THE SURFACE OF ALL EXPOSED CONCRETE SMALL BERNA DINO COU' iY TRANSPORTATION DEPARTMENT FOR REVIEW AND ®CURB FACE CONFORM TO SLOPE, GRADE, COLOR, FINISH ANO EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL RE UIREMENTS HAVE BEEN MET. �SCORING IN THE EXiSTiNG OR PROPOSED CUR@ AND Q WALK ADJACENT TO THE BASIN. THE BASifh FLOOR r �.: d e' SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. STEP: SEE MM 2S9 I CURVATURE OF THE LIP AND SIDEWALLS AT TEE ! 10. APPROVAL OF THIS PLAN DOES NOT INCLUDE ENGINEERS ESTIMATE OF GUTTER OPENING SHALL NOT BE MAGE BY QUANTITIES . . •_ AND NOTE S PLASTERING. THE OUTLET PIPE SMALL BE TRIMMED __ TO FINAL SHAPE AND LENGTH BEFORE THE _ I __ CONCRETE is POURED. S. STEPS: ' - > 3/4 INCH PLAIN ROUND GALVANIZED STEEL STEPS ~ ° • SHALL BE INSTALLED 16 INCHES APART. WHEN V BE 6 INCHES BELOW THE TOP SURFACE AND SMALL 3•R a 4-' EXCEEDS 4 FEET 6 INCHES. THE TOP STEP SMALL W .' - O3 ° BE 21/2 INCHES CLEAR FROM THE WALL.. I _ 4 — — ALL OTHER STEPS SHALL BE 4 INCHES CLEAR V i ♦L SLOPE TO OUTLET • ,� —1_ FROM THE WALL, ONLY ONE STEP 12 INCHES FROM THE - iROr ALL DIRECTIONS 1 - BOTTOM SMALL BE INSTALLED IF V IS 4 FEET 0 INCHES$ a • OR LESS:ALL STEPS SHALL BE ANCHORED NOT LESS O - _-- � THAN 4 INCHES INTO THE WALL OF THE BASIN. I JURUP AVENUE • ••:= __1_ a '• ' :e : • ', , , 6. CURB.GJTTER AND LOCAL DEPRESSIONS SMALL BE CLASS"B•CONCRETE. 1 _ T ! r _ SECTION A -A , NUMBER ITEM QUANTITY UMIT SEE STANDARD DRAWING - O CONSTRUCT 4" A.C. OVER 12" COMPACTED NATIVE SOIL 961250 S.F. KEY MAP CATCH BASIN DETAIL 2O CCIN5TRUCT VARIABLE THICKNE55 A.C. OVERLAY (0.10'MINIMUM) FEATHER AS REQUIRED 14,480 5.F. 3O CONSTRUCT CONCKETE CURB B. GUTTER (8 C.F. PER SAN BERNARD) 140 ROAD DEPT STD.IlS 700 L.F. 3 3A CON5TRUCT CONCRETE MEDIAN CURB 8- GUTTER �6"CF.� PER DETAIL LEFT HEREON 510 L. F. VAR/E5 J52 =•- 0;?' 9i' - ® CONSTRUCT ASPHALT CONCRETE DIKE PER SAN BERNARDIRO CO. ROAD DEPT. 5TD 111 890 L.F. EX/5T/NG /MP�PDVf1k1ENTB' (Sri NATE) FUTUKE /MPROUEM£NTS IMPRDVEMENTSPER Tl!lS PIAN /3 VAR/ES l2 u21S3P,F FUAI _ 5O REMOVE EX15TING A.C. PAVEMENT 31,000 S.F. j 2G /2 3 B 2' 22,t o R=rj2, Ja EXISTING A.C. PAVEMENT © 5AU1/CUT A.C. PAVEMENT 1330 L.F. 5 REMOVE EXl5T. A.O. PVIh'T. LEFT TURN POCKET NDRTNBOUA/D O A . • BATTER � -" / /II_ •'• Dmm .. • : , .p 5T CR055 ---� O .P. a -J I— 2% R=l FA L — 2% �— I • °.'..• 3/8 FUTURE.CUKB &GUTTER L__ �. °° ....7 BE BU/L T W/T,�/ fX/5T/NG DR FUTURE CURB NOTE II MEDl,4N !URBS • 0 r DO �� O l NT ON .' ' a • 4 A C. PAVE E fUTUR E //UIP,POUEMf,V S T �_ �_ T.'-.> '-: • • , '• • ' ... o..: ••.: •• l2 COMPACTED NATIVE BASE i O JURUPA _ AVENUE 6 MEDIAN CURB & GUTTER McCUTCHAN CO., INC. COUNTY OF SAN ` BERNARDINO ` 265 N. SAN I GABRIEL BLVD. (818) 795-5162 TRANSPORTATION DEPARTMENT 4 PASADENA, CALIFORNIA 91 107 Drawn by : Scale: _ SOUTHRIDGE VILLAGE Approved : JURUPA & CHERRY AVE. nate: _ Z_109 Designed by: o GERALD E. TUTT R.C.E. 14375 Date _ (OFFSITE) - Checked by :I O . >? 4_T Dwq. No. I REV. DATE DESCRIPTION APP. S•Z. ApprovedL 17 TY ENGi EERR.C. E. 5