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HomeMy WebLinkAbout4556-1L Z 00 I rn rn J.N MEEiiirm Miiiiiiiliill:liiiiii���� ' j- -- - - --- _-=-__--- -- EXISTING SURFACE 44' LT. .. i........... ..... ....-x---- r --r ............. __. .......... Z- t 965 LT. (,140-% 4� 1..... 1----T--!--- - - t fi.._.... I- ......._�— i+ 1.22%) _� r� ti� �� 0 ;.....- A 965 RT. W Q O N.T.S. SAN CE-RNAR T r�� SLOVE. 3 + ... .-- -_. ... .... t -p i 1 I € E I_ .. E T _ .. V R . E- .... - 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 PLAN I"=40' SANTA I.?0 ANA 2 00 - R/W CONSTRUCTION NOTES OI CONSTRUCT 8' CURB $ GUTTER PER STD. #115 O2 CONSTRUCT CONCRETE SIDEWALK PER STD. 109 (TYPE C) O3 CONSTRUCT A.C. PAVEMENT PER SOILS REPORT 4O SAW CUT EXISTING A.C. PAVEMENT TO A SMOOTH VERTICAL FACE O5 RELOCATE EXISTING POWER POLE BY OTHERS © RELOCATE EXISTING WATER METER BY OTHERS O7 RELOCATE MAIL BOX ® REMOVE EXISTING TREES O9 INSTALL REFLECTOR MARKERS 10 CONSTRUCT ST. TYPE ENTRANCE WITH CROSS GUTTER PER STD. 119 II REMOVE EXISTING DRIVEWAY CA AS O i 00 -s O PLAN SLE RECOMMENDED BY, 1 "=40' DATE r 12-1-89 R E. 29150 ST DATE I Z JOB NO. DRAWN SYs DESIGNED BY• CHECKED BYs 89-66 R.D.L. R.P.S. F.R.C. BENCH MARK T.B.M. NOTES h ( PER F.B. 4015 / 559) SET CHISLED 'o" 1.00' WEST OF _GENERAL FD. R.R. SPIKE IN P.*897909E AT THE EAST END OF CURB ON NORTH I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO N.E. CORNER OF CHERRY AVE. $ SIDE SANTA ANA AVE. 495.00*- EAST COUNTY STANDARDS AND SPEC I F I CAT I ONS . SANTA ANA AVE. OF INT. SANTA ANA AVE. 8 ALMOND ST. 373 E-XIS77/VG CURB d aLfTTER. 5.. 2 IS BE PLACED OF ROAD GE AILPITALT AND ELEV. 977.27 ELEV. = 965.84 IANT REGISTEREDEBYLTHENESPBGRADE FACIF IES,CANSOEILESTERLOA. FOR USE UNDER A.C. A.C. REFLECTIVE MARKERS 3 P C C SHALL BE UNIFORMLY APPLIED AT THE MANFACTURER'S RECOMMENDED RATE FOR ESTIMATE OF QUANTITIES I. 8' CURB $ GUTTER 330 L. F. 2. A.1 1188 S.F. 3. A.C. PAVEMENT 8020 S.F. 4. k 373 E-XIS77/VG CURB d aLfTTER. 5.. P.C.C. DRIVEWAY M S.F. 6. REFLECTIVE MARKERS 3 EA. _ 1 F r 3.00 ro 4400 TRAFFIC AT ALL TIMES, WITH ADQUATE DETOURS, DURING ACTUAL CONSTRUCTION. 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL, COMPACTING ORIGINAL STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RIW RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 13. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION 8 4 g -- --� 2� DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTIES COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE +/ EASEMENTS OR RIGHTS-OF-WAY. o 0 M 1 O p 0 O p 0 I AVENUE , PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 14. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A E UC p TRE6'os. O - O O O e 3 4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR GRADE TO DRAIN •� s.! GRADE TO DRAIN 5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE + - -� - --- -- - -- - - _ _ ~- _ �- _ _ _ �` b �- - CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERM I NAT I ONS COMPLETED TO VERIFY � �0 � V• o p o o o 0 0 0° p OLEAN/�E-R , 1° 5 M o 0 I O V row �l� W BUSHES. N a) R -VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. TREES, row z I` x Qr 0 Z I- W tD U m J 10 0W 06@ N N II M 0 ly 11. 11. U J In In 0 �Ir O V- N M y6. a Ua 4 3 ESTIMATE OF QUANTITIES I. 8' CURB $ GUTTER 330 L. F. 2. CONCRETE WALK 1188 S.F. 3. A.C. PAVEMENT 8020 S.F. 4. CUT EXISTING PAVEMENT 373 L.F. 5.. P.C.C. DRIVEWAY 396 S.F. 6. REFLECTIVE MARKERS 3 EA. SEAL y . Nt a 3 Z UG NORTH R/W o FIED S # ANY CONSTRUCTION ON THIS PROJECT. THE FULL PAVEMENT WIDTH PRIOR TO PAVING. '�� ��0�• II. ALL PIPES LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, I` OO 3. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED a BE DONE SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE AND AT NO COST TO SAI STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO - �ti\'• R/W BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER RESPONSIBILIT COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION.APPROVAL WILL BE _ GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN IAET. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS.OR TRAFFIC AT ALL TIMES, WITH ADQUATE DETOURS, DURING ACTUAL CONSTRUCTION. 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL, COMPACTING ORIGINAL STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RIW RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 13. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION GROUND, AND ALL SUB -GRADES SHALL BE PERFORMb AT NO COST TO SAN BERNARDINO g -- --� 2� DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTIES COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN ON THESE DRAWINGS. EASEMENTS OR RIGHTS-OF-WAY. CONTRACTS ADMINISTRATION DIVISION OF THE SAN BERNARDINO COUNTY TRANSPORTATION 5+00 6.00 7+P AVENUE 8.00 9.Q0 PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 14. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. - Q 3 4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR GRADE TO DRAIN 5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE + - -� - --- -- - -- - - _ _ ~- _ �- _ _ _ �` b �- - CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERM I NAT I ONS COMPLETED TO VERIFY 9 TAP ER , _ __ _ o p o o o 0 0 0° p o� , 1° 5 M o 0 6'� 3 0 3 i a) R -VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. TREES, O l b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. O pEUC.o O / r y6. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY 9 DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' R/W OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. 2 S ?`'� 7 ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH T E SPEC L rn Ir 0 RIW Li O Us T I R/W H I IMIT ��• N w � � IV C AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS Ln trw o n o a pOF- •�• ,� AND SPECIFICATIONS. cv II 0 J M v co '� W �w F - m 8. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION 9 z v DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR ~rn �� Uj Dig 3 BUILDING PERMIT. cli II a Lfi a a L - W 9. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE APPROVAL OF WATER OR SEWER 3 c�D xn H w SYSTEM OR ESTIMATE OF QUANTITIES. �"�L�J a- a 10. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPATMENT PRIOR TO 44' HAV" 12' VARIES 13' - 32' 32' 12' JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, E # ANY CONSTRUCTION ON THIS PROJECT. y II. ALL PIPES LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, I` OO WATER METERS, VALVES HYDRANTS, ECT., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO Q BE DONE SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE AND AT NO COST TO SAI BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER RESPONSIBILIT PRIVATE ENGINEERS NOTE TO CONTRACTOR TO NOTIFY ALL AGENCIES CONCERNED. 12. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS.OR TRAFFIC AT ALL TIMES, WITH ADQUATE DETOURS, DURING ACTUAL CONSTRUCTION. SOUTH STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RIW RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 13. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION g EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTIES PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN ON THESE DRAWINGS. EASEMENTS OR RIGHTS-OF-WAY. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY 44' PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 14. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS, SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER SHALL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH W ATER PONDING MORE THAN 6 W 1 DE OR MORE THAN 4 LONG SHALL INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING 23' I APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE TO THE MAXIMUM SPECIFIED. 4' 6.5' 9' 6.5 4' 2' MIN. ( -1.67 FEATHER %. 00 % TO -1.50 % 1 TO -2.67 %) VARIES 1 -I.=_3p/ 4 I EXISTING PAVEMENT 3 TYPICAL SECTION CONSTRUCT AC. OVER PER SOILS TEST CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 1.5' WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. LA J. FAST R.E. 29150 DATE N.T.S. FIELD BOOK REF. COUNTY OF SAN BERNARDINO SIGLAND & ASSOCIATES ROAD DEPARTMENT DESIGNF D By I DRAWN BY CHECKED By APPROVED BY Surveying -Land Development - - - - -- -- 364 ORANGE SHOW LANE SUBMITTED BY _- C D E ASST. COUNTY ENGR ROADS SAN BERNARDINO, CALIFORNIA 92408 g, 1� , 5-0 ( 714 ) 888-8354- - --- MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER ENGR DATE COUNTY ENGINEER VOLUNTARY w0 NO STREET IMPROVEMENT PLAN -_ ROAD NO OSOO SANTA ANA AVENUE FILE N O DATE W 143-108 143-144 DATE A.P.N. 236-181-08 SHEET Of �AC1-~t'b EmP (