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HomeMy WebLinkAbout5296-1c§Iraa44 j.::: I 9 8 7 1 � W J. �3 9 N 8 7 61 09 G6 N EX/8T, /e ✓. ��h kf G,PdOE TD ORA/N - I EX/s T. a'CNA/.V L/A/K PE1I/GE 00�o" VA oi 520.27' �Q, Q e �u 3 V (9' %w m 6 LEGEND 5 4 CURB RETURN BATA Qj SCALE /' = 40' U h R,20' Go' _ X W A= 90' N r M PL 3D' �° =71.5r. C29; GUrrER -INDICATES A0 N ALMOND5 AVENUE EXISTING ELEVATION 3 O 4 It W N tb a �' 20"E EXIST• E , r As*,M >vE EX ' • � _ v a� FV 2 fi - M Bx/srn�a/� �x 6 EL'/ST R/W 33 (v To BE�EGLr ATBL7� b b r/ 3 2 iE EX/ST• O/W.. _ I A /A\ LEGEND CURB RETURN BATA Qj p U h R,20' Go' _ X W A= 90' N r M PL 3D' �° ll -INDICATES 10 4 INDICATES EXISTING ELEVATION 3 O It W 22' UROFA ~ui 22' < V AVE. fi M �L v No. 28501 T P \STA CIVIL �P 6E"C,HMAIZ K LEGEND —fr eft INDICATES 0 L INDICATES A.C. PAVING Go' INDICATES RIGHT OF WAY TG .,. INDICATES 0)-4 PL 3D' FLOW LINE 3O• -INDICATES 10 4 INDICATES EXISTING ELEVATION 3 O It W 22' UROFA ~ui 22' < V AVE. n' 2'PEATNER VARIES.Oe'e.e ./5' CURS 0' 1 4' l V R/E5 to Td/N 6UTTER _ LEYEL UNE:ic 3 1 32 b 4.9Le % V _ .NT t�:l J ti EX/ST. l/.45 % e, 4.1,1% L ENGINEER'S NOTE TO CONTRACTOR pVM'T W The existence and location of any underground utility pipes, conduits or structures shown On these plans are Obtained Oy a search Of the &Vallable records. TO the best of Our knowledge there are no existing utilities except as snown on these plans. The contractor is required to take due precautionary measures to protect the utility Imes shown on ' these drawings. The contractor further assumes all liability and responsibility /On one utility pipes Conduits TY PICA L SECTION - ALMOND AVE. struct ,Of structures sbOWd. or,,not. shown on mesa. drawings,......,_ . -,._. Contractor agrees that he shall assume sole and complete N.T.S. responslbllty for the job site conditions during the course of INTERIM STRUCTURALSECT�ON construction of this project, Including sof ety of all persons and property: that this requirement shall apply continuously , and not be limited t0 normal working nouns; and that the contractor shall defend, Indemnify and hold the COVN'rY AND.. OWNER and the ENGINEER harmless from any and all I labiIIty, real or alleged, in connection With the performance Of work on this project, excepting for Ilabillty arising from the so re negligence of the OWNER or ENGINEER. �L v No. 28501 T P \STA CIVIL �P 6E"C,HMAIZ K - QUANTITIES ESTIMATE _ A.C. PAVEMENT ....................................... 5.0`50. S.F. TET 8" CURB E GUTTER ...................................... 330 L.F. A.C. BERM REMOVAL ...................................... 23 L.F. SAW - CUT EXISTING PAVEMENT ........................... 330 L.F. _VA/ VEWdY CURB .-��_--. ..... 4 EA. SR7J35 .G.UTT6!{ _ ....:.v.: , ...�..... . ._. , ........ /.08851F _ CONSTRUCTION NOTES to-- CONSTRUCT CURB 6 GUTTER PER STD. NO. 115. ' 2o-- CONSTRUCT 0.25' A.C. PAVEMENT ON SMAS. -CLASS n - - - 3a-- CONSTRUCT 33 L.F. S" A.C. DIKE PER STD. NO. 117. - �— TRIM TO NEAT VERTICAL EDfe6 IN ORDER TO HAVE SMOOTH JOINT. CONSTRUCT CURB, k=20: A-qo' L=31,42'. T=20' - CONSTRUCT GROSS GUTTER PER STD. NO Ili ..(MQDt FLED) VALLEY BWO. _r SAM L6ERUARDINO FREEWAY ,B.N, A/o. /S'-/2 , _ EGET/. /0000.33/ 5.5 M/LES WEST A4,0Mdr 5'PR.e PM THE 46'/ERR4 4Mg 0V,E,0 -RD55/.Vry AT R,4Aa VA AVE, 49,00/ -as WEsT ei- M/LE 0057' 527, 30 FT. S/o SOOT// V..4/L OR SP MA/A/ L/A/E TRACKS, S6 PT dd/c 04A1AA1AgvE., ErTEvoSa 4XZ' 19OZ-0.O/ TRACKS. VICINITY MAP NOT TO SCALE COUNTY OF SAN BERNARDINO 1 OAITARtO � iv AIRPORT It 1C i n LEGEND —fr eft INDICATES EDGE OF PAVEMENT L INDICATES A.C. PAVING R / W INDICATES RIGHT OF WAY TG .,. INDICATES TOP OF CURB PL INDICATES FLOW LINE W-M)c -INDICATES PROPOSED ELEVATION 4 INDICATES EXISTING ELEVATION - QUANTITIES ESTIMATE _ A.C. PAVEMENT ....................................... 5.0`50. S.F. TET 8" CURB E GUTTER ...................................... 330 L.F. A.C. BERM REMOVAL ...................................... 23 L.F. SAW - CUT EXISTING PAVEMENT ........................... 330 L.F. _VA/ VEWdY CURB .-��_--. ..... 4 EA. SR7J35 .G.UTT6!{ _ ....:.v.: , ...�..... . ._. , ........ /.08851F _ CONSTRUCTION NOTES to-- CONSTRUCT CURB 6 GUTTER PER STD. NO. 115. ' 2o-- CONSTRUCT 0.25' A.C. PAVEMENT ON SMAS. -CLASS n - - - 3a-- CONSTRUCT 33 L.F. S" A.C. DIKE PER STD. NO. 117. - �— TRIM TO NEAT VERTICAL EDfe6 IN ORDER TO HAVE SMOOTH JOINT. CONSTRUCT CURB, k=20: A-qo' L=31,42'. T=20' - CONSTRUCT GROSS GUTTER PER STD. NO Ili ..(MQDt FLED) VALLEY BWO. _r SAM L6ERUARDINO FREEWAY ,B.N, A/o. /S'-/2 , _ EGET/. /0000.33/ 5.5 M/LES WEST A4,0Mdr 5'PR.e PM THE 46'/ERR4 4Mg 0V,E,0 -RD55/.Vry AT R,4Aa VA AVE, 49,00/ -as WEsT ei- M/LE 0057' 527, 30 FT. S/o SOOT// V..4/L OR SP MA/A/ L/A/E TRACKS, S6 PT dd/c 04A1AA1AgvE., ErTEvoSa 4XZ' 19OZ-0.O/ TRACKS. VICINITY MAP NOT TO SCALE COUNTY OF SAN BERNARDINO 1 OAITARtO � iv AIRPORT It 1C i n FIELD BOOK REF. SANDERSON CIVIL_ ENGINEERS 1 ct+ANu�t IOLA (R7N & LAND SURVEYORS, INC. 9587 Arrow Route Suite H RANCHO CUCAMONGA. CA 91730• (714) 980-1.211 UIS UTIERRE R.C•E.28501 Exp,3-31-90 ARK I RE GENERAL NOTES, 1., ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS, 2. A PERMIT WILL BE REOUIRED FRO" THE S.D. CO, TRANS, DEPT. PRIOR TO, ANY ENCROACHMENT OR CONSINUCTIUN WITHIN THE COUNTY. EASEMENTS OR RIGHTS-OF-WAY. 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUSGRADE OF ROAD OR DRAINAGE FACILITIES. A SOIL STERILANT REGISTERED BY THE ' E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT ' WIDTH PRIOR TO PAVING. - 4. 9-iff QUIRE11EIRS HAVE SEEN S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND. 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 SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL. PRIOR'TD PLACEMENT OF -BASE MATERIALS AND/OR SURFACING. ' 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER DF THE SAN BERNARDINO' COUNTY ._TRANSP ORT ATI ON DEPARTMENT LI8TINO ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYI A. R -VALUE. SIEVE ANALYSIS AND SAND EOUi`YALENT 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. S. 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. in. TRANSPORTATION DEPARTMENT `APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF DUANTITIES. 11. A PERMIT SHALL BE OBTAINED FRO" THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 12. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND. AND TELEPHONE OR -1 POWER POLES, WATER METERS. VALVES. HYDRANTS ETC.. 6140WN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF TIAs DEVELOPMENT OR IN. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELLCATED AT 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. 13. CURB AND GUTTER. CROSS GUTTER AND SPANDRELS 614ALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURSI SECTIONS HAVING GRADIENTS OF o.5OX OR FLATTER SHALL BE UATER TESTED 'IN THE ' PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDIHG MORE THAN 6" WIDE OR MORE THAN, 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 14. IF DURING CONSTRUCTION, GROUND WATER 16 ENCOUNTERED. A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE -SOILS ENGINEER. , 15. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL:: REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEOUATE DETOURS DURING ACTUAL CONSTRUCTION. 16. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO 111E EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN f0R TRAFFIC. AT THAT TIME IT VILL BE RELOCATED THREE (3) FEET BE HtHD THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR -AS OTHERWISE DIRECTED BY THE ENGINEER. ROAD . DEPARTMENT STREET IMPROVEMENT PLANS DESIGNED BY DRAWN BY CHECKED BYS-A. NO. WI42-105 EBB EBg�yfJ•' L r6:APPROVED BY - - - - - ALMOND AVENUE - SUBMITTED BY '„`& C.D.E. STA. 3+30 to STA. 6+80 RECOMMENDED/APPROVED BY ( ASST. COUNTY ENGR.-ROADS DATE . Q.Q4.1 to . fp, e13 FONTANA, CA. ASST. ROAD COMMISSI R-ENGR. DATE I COUNTY ENGINEER DATE APN 236-091-31 W. O. NO. ROAD NO. 114100 FILE NO 106-107 SHEET of . 5296-1 Joao. PROJECT SITE of lu SANTA ANa a AVE. am 4 3 d 7 It W UROFA ~ui to < V AVE. FIELD BOOK REF. SANDERSON CIVIL_ ENGINEERS 1 ct+ANu�t IOLA (R7N & LAND SURVEYORS, INC. 9587 Arrow Route Suite H RANCHO CUCAMONGA. CA 91730• (714) 980-1.211 UIS UTIERRE R.C•E.28501 Exp,3-31-90 ARK I RE GENERAL NOTES, 1., ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS, 2. A PERMIT WILL BE REOUIRED FRO" THE S.D. CO, TRANS, DEPT. PRIOR TO, ANY ENCROACHMENT OR CONSINUCTIUN WITHIN THE COUNTY. EASEMENTS OR RIGHTS-OF-WAY. 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUSGRADE OF ROAD OR DRAINAGE FACILITIES. A SOIL STERILANT REGISTERED BY THE ' E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT ' WIDTH PRIOR TO PAVING. - 4. 9-iff QUIRE11EIRS HAVE SEEN S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND. 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 SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL. PRIOR'TD PLACEMENT OF -BASE MATERIALS AND/OR SURFACING. ' 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER DF THE SAN BERNARDINO' COUNTY ._TRANSP ORT ATI ON DEPARTMENT LI8TINO ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYI A. R -VALUE. SIEVE ANALYSIS AND SAND EOUi`YALENT 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. S. 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. in. TRANSPORTATION DEPARTMENT `APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF DUANTITIES. 11. A PERMIT SHALL BE OBTAINED FRO" THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 12. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND. AND TELEPHONE OR -1 POWER POLES, WATER METERS. VALVES. HYDRANTS ETC.. 6140WN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF TIAs DEVELOPMENT OR IN. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELLCATED AT 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. 13. CURB AND GUTTER. CROSS GUTTER AND SPANDRELS 614ALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURSI SECTIONS HAVING GRADIENTS OF o.5OX OR FLATTER SHALL BE UATER TESTED 'IN THE ' PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDIHG MORE THAN 6" WIDE OR MORE THAN, 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 14. IF DURING CONSTRUCTION, GROUND WATER 16 ENCOUNTERED. A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE -SOILS ENGINEER. , 15. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL:: REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEOUATE DETOURS DURING ACTUAL CONSTRUCTION. 16. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO 111E EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN f0R TRAFFIC. AT THAT TIME IT VILL BE RELOCATED THREE (3) FEET BE HtHD THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR -AS OTHERWISE DIRECTED BY THE ENGINEER. ROAD . DEPARTMENT STREET IMPROVEMENT PLANS DESIGNED BY DRAWN BY CHECKED BYS-A. NO. WI42-105 EBB EBg�yfJ•' L r6:APPROVED BY - - - - - ALMOND AVENUE - SUBMITTED BY '„`& C.D.E. STA. 3+30 to STA. 6+80 RECOMMENDED/APPROVED BY ( ASST. COUNTY ENGR.-ROADS DATE . Q.Q4.1 to . fp, e13 FONTANA, CA. ASST. ROAD COMMISSI R-ENGR. DATE I COUNTY ENGINEER DATE APN 236-091-31 W. O. NO. ROAD NO. 114100 FILE NO 106-107 SHEET of . 5296-1 Joao.