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HomeMy WebLinkAbout2345-1M m 0 LU 0 J n LU LU z H CD z w J H U CD Z H Y w z z w Y LCI CD CD 0 0 CD ..__, CONSTRUCTION BENCHMARK WEST END OF THE SOUTHWEST CURB RETURN, INTERSECTION OF JURUPA AND CYPRESS. TOP OF CURB ELEVATION = 1029.96 CALL TOLL FREE f-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG At: An AN I; r In jr MEN MEN MEMMEMEMMOMEAMEMINSPapt a No MEMO EMEMMINOMMEMMEMMEMEAMEME I IN NESM MEN 0 NONE No MEN 0 ME 016"WOMMEME MENEM ME No IN P64ME MEN NONE a No 1111AME Z umij ZOE MOORE 0=001MMM"M M ME MEEMM E a 0 MENEM MEN ME ■H�i�iiii■ ■■■■■�'�������g■IA lii�ou��M��i��■���� ■A■■■■■■■ i�iA■■■ ■■■■■■■ ■■■■■■ ■■ f■■�fif.. • ■■ .. MEN, r wilunifibilim ME ...... .......... 5..� C�..� MEMEN�MENOMONEE : milli MEN, MUMENUMMEMEMEMEMMEMEM ■■■ ■■■■■■■■■■■■■ ■ ■■■ a ■■■■■■■ ■■■■■■■■■■ w "01 1 11MOT-OKAP F ■mow■■■■ r�■■■u� ■■■� ■■■■� o ■■■■■■■■■■■■■ �■■ ■ Tw O w w a. Z c� Li M 1+00Cn rn Oo Co V) `n 3+00 U OF m r OHO Ln 1/2" LIP N I ® SIDEWALK 1 (TYP.) O CURVE DATA A = 78'2747" R = 20.00' SEE STORM DRAIN T = 16.33' STANDARD ON L = 23.79' SHEET 2 DRIVE APPROACH DETAIL 7 Underground Service Alert BIW I I SCALE: 1 = 20 � EXISTING R/W 4+00 U) w z 0 in a w = U Uj U m O ADJUST MANHOLE TO GRADE m �O _UWJ U 0 CONSTRUCT 6.5' CURB -ADJACENT SIDEWALK o Li � M A = 78 27 47" a_ 0 m o a_ CLV M 'd a_ N -J co M o o~ �� OZ w riU U')o0owp U-) .- .i LO a_ UJIt t o Z CU rn a_ �I r� 3 n M M U ro DRIVE APPROACH DETAIL 7 Underground Service Alert BIW I I SCALE: 1 = 20 � EXISTING R/W 4+00 5+00 6+00 0 W_ m9+00 w U 0 in a w = U G U O ADJUST MANHOLE TO GRADE Q �O _UWJ U 0 CONSTRUCT 6.5' CURB -ADJACENT SIDEWALK 0 Li � M A = 78 27 47" a_ 0 m o a_ 0a M 'd a_ N -J \ � LO o 00 w o~ �� i n w io CN r4k: U')o0owp CONSTRUCT 5' TYPE CATCH BASIN .i LO a_ 00 Q t o Z CU rn a_ �I r� 3 � M_ 5+00 6+00 0 W_ m9+00 I `T U 00 0 w = U G Uj 00 ��G ADJUST MANHOLE TO GRADE (n`D ~ �O 0 PER CBMWD STANDARDS a CONSTRUCT 6.5' CURB -ADJACENT SIDEWALK CALL (909) 357-0241 w CURVE DATA UD BEFORE PROCEEDING A = 78 27 47" 00 00 0 CONSTRUCT STORM CLEANOUT o � c0 N RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT 'd a_ N -J \ � tea: �c� L = 23.79' 360' NEW RIGHT-OF-WAY i n t \ 8+00 � 26.0' (n W m9+00 I `T •� �%� TC 00 19.6' in + G JI ��G (n`D ~ �O CONSTRUCT 8" CURB & 18" GUTTER CONSTRUCT 6.5' CURB -ADJACENT SIDEWALK 1 /2" LIP CURVE DATA ® SIDEWALK A = 78 27 47" (TYP.) (n W � N I `T •� �%� TC ��`p se N FUTURE 0 JI w R/W THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR10 CONSTRUCT 8" CURB & 18" GUTTER © CONSTRUCT 6.5' CURB -ADJACENT SIDEWALK ��• CURVE DATA STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE A = 78 27 47" w CONSTRUCT STORM CLEANOUT R = 20.00' RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT PER STANDARD ON SHEET 2 T = 16.33' 10 L = 23.79' AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DRIVE APPROACH DETAIL CONSTRUCT 5' TYPE CATCH BASIN SCALE: 1 = 20 MEASURES TO PROTECT THE UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS., N t\ N rn GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE COUNTY OF SAN BERNARDINO STANDARDS AND SPECIFICATIONS. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANS- PORTATION DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILIANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. OR P.C.C. PAVEMENT SHALL BE UNIFORMLY APPLIED AT THE MANU- FACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 4. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE PROJECT ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO SAN BERNARDINO COUNTY TRANSPORTATION 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. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 8. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 9. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 10. ALL PIPELINES AND SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS ETC., SHOWN OR NOT SHOWN ON THIS PLAN, WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR REPLACED AT THE DEVELOPER'S EXPENSE AND AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 11. CURB & GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS. SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4" LONG SHALL BE SAWCUT AND REMOVED IN LENGTH NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 12. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 13. BASE COURSE OF A.C. PAVEMENT SHALL BE D2 -AR -4000, WEARING COURSE SHALL BE C2 -AR -4000. \ 14. ALL 0.40% OR LESS CURB GRADE SHALL BE STAKED AT 25' INTERVALS AND FORMS SHALL BE CERTIFIED BY THE ENGINEER BEFORE POURING CONCRET 15. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. ALL PAVEMENT MARKING SHALL BE PAINTED UNLESS OTHERWISE NOTED ON THE PLANS. 16. ALL WARNING SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING. 17. TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH "WORKS AREA TRAFFIC CONTROL HANDBOOK". 18. DUST SHALL BE CONTROLLED CONTINUOUSLY BY WATERING. 19. LEAVE 8"x8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC. WHEN SIDEWALK IS PLACED ADJACENT TO CURB. 20. PRIOR TO CONSTRUCTION ON THE EXISTING STORM DRAIN, A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA. of Southern California w EXISTING R W h�' �NI�rO 5 NEW 6"" SEWER �ATERAL/V o T 1 5 ��1 8 PP565F EXISTING R W ..� x - 17' )D 0.47' -s2.0Z. - NEW CATCH BASIN lrT1 1.. W _ 12 W 12 W 12 1, ,�// / 12"W (012NW 12°W 12 W- �+ O 2�- - �+ ALL . ®9.1 CL. RC FROM CLEAI�U - cv 2 TO STORM DRAIN C' 4 TO STORM DRAT 12 O e 1 ._ e -- U �. 4 ..o _ 5®AfEWE .� 6® 1 7 P LATERAL LINE A NEW 8" V.C.P. SEWER abond.10'W aband.l0°W Oxy ",� abond.l0"W aband.l0"W aban .10"W nh�� ►��"�y abond.10°W LATERAL LINE "B" 43' I FUTURE PROPOSED RAISED MEDIAN LEVEL LINE 3_ 4 2 2 0� 1.01 -� 35� . -EXISTING ABANDONED 12 WATER U; 10 WATER 0 24" RCP z ' M N TYPICAL SECTION - EXISTING SCALE 8° INDUSTRIAL HORIZ: 1' = 10' SEWER VERT: 1" = 4' FUTURE 8" SEWER 14' X 9' STORM DRAIN O QRJVESSI0 K. p0D Fti Q) r" W m No. 49585 Exp. 9-3Q-96_ 2.0% 3! < 9S EXISTING 9'x14' STORM DRAIN BOX CONSTRUCT JUNCTION STRUCTURE 14 x 9' STORM DRAIN CONSTRUCT JUNCTION STRUCTURE V�59,,:1PER DETAIL PER DETAIL 14' x 9' STORM DRAIN L.A. Co. 9w 0A. Z -17-l" F C AI.�FO L,.A6. Co.F.C.P. -P, t PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CONSTRUCTION NOTES FUTURE R/W THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR10 CONSTRUCT 8" CURB & 18" GUTTER © CONSTRUCT 6.5' CURB -ADJACENT SIDEWALK STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE PER COUNTY STD. 115 PER COUNTY STD. 109 TYPE 'C' RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT "A" AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2 CONSTRUCT A.C. TAPER 7 O CONSTRUCT 5' TYPE CATCH BASIN MEASURES TO PROTECT THE UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS., PER COUNTY STD. 206 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- Q3 CONSTRUCT AC PAVING OVER CL. II A.B. ® CONSTRUCT PADDLE MARKERS SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPER GEOTECHNICAL RECOMMENDATIONS PER COUNTY STD. 304-A PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS ® CONSTRUCT AC OVERLAY - MINIMUM 2'90 CONSTRUCT LOCAL DEPRESSION 0 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING PER COUNTY STD. 203 'B' HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR Q5 CONSTRUCT 26' WIDE STREET TYPE DRIVE 10 CONSTRUCT STORM DRAIN CLEANOUT ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT APPROACH PER COUNTY STD. 119 m PER COUNTY STD. 208 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CPA T V- f " - �f f) � Kenneth R. King (909) 793-3858 Civil Engineer R.C.E. 13537 10 East Vine Street, Suite 214 Redlands, CA 92373 FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT DESIGNED BY: DRAWN BY: CHEC:41 : APP OVED BTK BTK 1 ys SUBMITTED BY: ASST. DIRECTOR OF TRANSPORTATION DATE DIRECTOR OF TRANSPORTATION DATE VALLEY SL0VER j Q SANTA ANA j v JURUPA VICINITY MAP N.T.S. STREET IMPROVEMENT PLAN JURUPA AVENUE C.U.P./92-0028/W165-112 AP# 255-091-16 AVENUE O AVENUE A VENUE W. 0. NO. ROAD NO. 455900 A.C. LIMITS 165-166 SHEET 1 'OF- 2 SHEETS