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Home My WebLink About2205-1..... -- - t { i r_....... y _._........ > 3 j s ----------- ......._ I {. .............. T > }.... _. ....... � ........... ............ _....... ......._...._ ........._.._........ }j} ......__ ........... _ — ..... _._...... _ ......: ..__..............__............__.........."__............_..._.i...._.._._.:.................._"_. fi i ' f i 1 1 !. .......... ._ ..... -- - t { i r_....... y _._........ > 3 j s ----------- ......._ I {. .............. T > }.... _. ....... � ........... ............ t .. .... t I r G i ....... .....". � t ♦ f ....... ... (j ._... ..� .j .._. f'.. C f. E t fi VICINITY MAP REFERENCE: THOMAS BROS. PAGE 14 (tKJIUt bLULVKINI - KIVtFiJIUt, UALIV. t f � . t { 1 ♦ { } i ' f i 1 1 !. x i i. { 1 r ...... i 31 1 1 i t } i { i P t ... P y I i-- E - } { 1 VICINITY MAP REFERENCE: THOMAS BROS. PAGE 14 (tKJIUt bLULVKINI - KIVtFiJIUt, UALIV. PROJECT TNTS 10 W 0 0 Z p V' r I o. Q i xnivi�v �. r•1L10 111Vh HL rH v r.ivir�i� r JSSF PURPOSES OF ESTIMATE OF QUANTITIES, AND IS SUBJECT TO 8 SAWCUT EXISTING AC PAVEMENT 135 LF REVISION AND APPROVAL BY CITY AS REQUIRED AFTER COMPLETION � y ,��, 9 INSTALL REFLECTOR (TYPE F CLASS 1 REFLECTOR) 33 A OF ROUGH GRADING• 5•. 20 3 30' • �� CONSTRUCT '- • PCC SIDEWALK PER CITY STND 105A 200 SF, 4 LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN x hy1 ` 1'± 20' , 7 �'`' 1'± o� 20'*PRELIMINARY SECTION TO BE USED FOR DETERMINED FROM AVAILABLE INFORMATION. HOWEVER IT SHALL I 8 QUANTITY ESTIMATE ONLY - � BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMI yam LEGEND INDICATES CONSTRUCT 4" AC OVER 4 AGG BASE E INDICATES REMOVE EXISTING AC PAVEMENT * PRELIMINARY SECTION NOTES ONLY — SEE PAVEMENT NOTES Jnderground Service Alert Call: TOLL FREE 1-800 till422-4133 TWO WORKING DAYS BEFORE YOQ. DIG. 20' m H M 0 ca m 194-023-23 U FORTH � N89 54'12"W 25' 13 20' T _" U. 194-023-22 ' 194-023-21 w vs TYPICAL X -SECTION MARTIN AVE STA 11+60 TO 12+10 FINAL SECTION TO BE DETERMINED BY SOILS TAKEN AFTER ROUGH GRADING (TI=6) PAVEMENT MOTES I THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVALENTS FOR THE VERIFICATION OF A PROPER PAVEMENT THICKNESS. 2 PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISIONS AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. INORTH 1"=201 MARTIN AVENUE BENCHMARK #67-13 REVISIONS: THATCHER ENGINEERING Q ,O ESSI BEING A P.K. NAIL AT THE NORTHEAST CORNER ONAPPROVAI NO. DESCRIPTION APRV CITY D T & ASSOCIATES ��o Nq� el THE NORTH END OF THE NORTHEAST CURVE'S RETURN 34636 COUNTY LINE RD. STE. 34 �_C* MELVIN W. CIVIL OF MARTIN AVENUE & SIERRA AVENUE YUCAIPA, CA. 92399 4, THATCHER III (714) 795-1419 I NO. 39964 CIVIL ENGINEERING LANG PLANNING SURVEYING ELEV.= 1218.49 -/' OF CAI. Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec. 3111993 NE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO, CONTRACTOR SHALL, CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1- 800-422-4133 • 5 STERILANT REQUIRED WNDER ALL AC PAVEMENT. 6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOININIb CURBS AND SIDEWALKS, 7 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OF ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND CONSTRUCTION. OPERATIONS. 8 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS• UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OF LEAVING IMPROVEMENTS, g ALL PAVEMENT OR CONCRETE REMOVALS SHALL BE SAWCUT CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS scA�e KM 1"=20' HORIZ. DESIGN BY io MARTIN AVENUE 1"=2' VERT MWT EAST OF SIERRA AVENUE CHECK 6Y DATE APRIL 1992 JOB NO. APPROVED DR. NO. SHT NO. 21801.01 2IZ405 1 OF i f t 1 i EL i 1 1 !. x i i. F l i i 1 ...... i 31 1 PROJECT TNTS 10 W 0 0 Z p V' r I o. Q i xnivi�v �. r•1L10 111Vh HL rH v r.ivir�i� r JSSF PURPOSES OF ESTIMATE OF QUANTITIES, AND IS SUBJECT TO 8 SAWCUT EXISTING AC PAVEMENT 135 LF REVISION AND APPROVAL BY CITY AS REQUIRED AFTER COMPLETION � y ,��, 9 INSTALL REFLECTOR (TYPE F CLASS 1 REFLECTOR) 33 A OF ROUGH GRADING• 5•. 20 3 30' • �� CONSTRUCT '- • PCC SIDEWALK PER CITY STND 105A 200 SF, 4 LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN x hy1 ` 1'± 20' , 7 �'`' 1'± o� 20'*PRELIMINARY SECTION TO BE USED FOR DETERMINED FROM AVAILABLE INFORMATION. HOWEVER IT SHALL I 8 QUANTITY ESTIMATE ONLY - � BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMI yam LEGEND INDICATES CONSTRUCT 4" AC OVER 4 AGG BASE E INDICATES REMOVE EXISTING AC PAVEMENT * PRELIMINARY SECTION NOTES ONLY — SEE PAVEMENT NOTES Jnderground Service Alert Call: TOLL FREE 1-800 till422-4133 TWO WORKING DAYS BEFORE YOQ. DIG. 20' m H M 0 ca m 194-023-23 U FORTH � N89 54'12"W 25' 13 20' T _" U. 194-023-22 ' 194-023-21 w vs TYPICAL X -SECTION MARTIN AVE STA 11+60 TO 12+10 FINAL SECTION TO BE DETERMINED BY SOILS TAKEN AFTER ROUGH GRADING (TI=6) PAVEMENT MOTES I THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVALENTS FOR THE VERIFICATION OF A PROPER PAVEMENT THICKNESS. 2 PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISIONS AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. INORTH 1"=201 MARTIN AVENUE BENCHMARK #67-13 REVISIONS: THATCHER ENGINEERING Q ,O ESSI BEING A P.K. NAIL AT THE NORTHEAST CORNER ONAPPROVAI NO. DESCRIPTION APRV CITY D T & ASSOCIATES ��o Nq� el THE NORTH END OF THE NORTHEAST CURVE'S RETURN 34636 COUNTY LINE RD. STE. 34 �_C* MELVIN W. CIVIL OF MARTIN AVENUE & SIERRA AVENUE YUCAIPA, CA. 92399 4, THATCHER III (714) 795-1419 I NO. 39964 CIVIL ENGINEERING LANG PLANNING SURVEYING ELEV.= 1218.49 -/' OF CAI. Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec. 3111993 NE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO, CONTRACTOR SHALL, CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1- 800-422-4133 • 5 STERILANT REQUIRED WNDER ALL AC PAVEMENT. 6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOININIb CURBS AND SIDEWALKS, 7 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OF ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND CONSTRUCTION. OPERATIONS. 8 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS• UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OF LEAVING IMPROVEMENTS, g ALL PAVEMENT OR CONCRETE REMOVALS SHALL BE SAWCUT CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS scA�e KM 1"=20' HORIZ. DESIGN BY io MARTIN AVENUE 1"=2' VERT MWT EAST OF SIERRA AVENUE CHECK 6Y DATE APRIL 1992 JOB NO. APPROVED DR. NO. SHT NO. 21801.01 2IZ405 1 OF