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HomeMy WebLinkAbout2201-11-800-422-4133 ITS THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING /CA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 16 CONSTRUCTION NOTES & QUANTITY ESTIMATES Q REMOVE EXISTING OVERHEAD SIGN AND SALVAGE TO CITY OF FONTANA YARD 1 EA. QQ CONSTRUCT 6" AC PAVEMENT OVER 12" COMPACTED NATIVE (95 %)(OR AS DIRECTED BY ENGINEER) 70 TONS Q3 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION STRUCTURE 1 EA. 1 EA. Q REMOVE EXISTING CURB AND GUTTER 0 p00 Q U 343 L.F. -;3 EA.- 80051✓ CONSTRUCT NEW CURB AND GUTTER PER CITY STD. DETAIL 101 (VARIABLE HEIGTH) 343 L.F. © REMOVE EXISTING A.C. DIKE SAWCUT AND REMOVE AC PAVEMENT & EXISTING SIDEWALK PER TYP. SECTION THIS SHEET 34 L.F. O7 CONSTRUCT NEW 6" A.C. DIKE PER CALTRANS STD. PLAN N8—A TYPE A 34 L.F. ® PAINT 4" WHITE STRIPE PER CALTRANS STD. PLAN A20—A DETAIL 8 266 L.F. Q9 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. 105A 19 629 S.F. 10 PAINT 4" YELLOW EDGE LINE PER CALTRANS STD. PLAN A20—B DETAIL 24 245 L.F. 1 12.75" STEEL W ER MAIN IERRA "111� Z3 ST. RAISED MEDIAN 50 in 0 W z z w J m F- a_ m LLI F- rn Q I— d- W lb pj oo ,��• o° 0 o "IN ---W 10' 10" w 12 11 PAINT 12 INCH WHITE TRAVERSE LINES PER 6-02.7 CALTRANS TRAFFIC MANUAL 155 L.F. N U cr Ld CONSTRUCT CURB INLET, W=10' V=AS REQ'D TO EXTEND EX. PIPE D T SAME GRADE TO NEW STRUCTURE 1 EA. m Q CONSTRUCT PER LACFCD STD DWG NO. 2—D461 CASE I-, AMD KIC7 NO Z D!60- Q 0 p00 Q U 13 REMOVE EXISTING COMMERCIAL DRIVEWAYS -;3 EA.- 80051✓ WWW 14 RECONSTRUCT EXISTING COMMERCIAL DRIVEWAYS PER CITY STD. 102—C 3 EA. 8005 X00 15 SAWCUT AND REMOVE AC PAVEMENT & EXISTING SIDEWALK PER TYP. SECTION THIS SHEET 2700 S.F. 16 CONSTRUCT PIPE COLLAR PER LACFCD STD. DWG. NO. 2—D393 885 S.F. PAINT TYPE IV(L) ARROWS PER CALTRANS DETAIL A24A 2 EA. PAINT 8" WHITE STRIPE PER CALTRANS MODIFIED STD. PLAN A20—C DETAIL 37 9 LF. 19 PAINT 4" WHITE EDGE LINE PER CALTRANS STANDARD PLAN A20-8 DETAIL 27B 140 LF. REMOVE FOOTING TO 18" BELOW GRADE OR ENGINEERS DIRECTION 1 LS. 21 ADJUST ALL UTILITIES TO GRADE 1 LS. 10+00 H 20 6 ro � 11 10+50 1 D15 11 0 12+ ~` 10 N — — 120' BAY CURVE DO � 8 4 q� 16 • T �. - h • �,� — - -Q� U E — ----_--- -- ------ — z� 0LuW 15 �- m � 0 10 W m � �'. W "�� ob 14 II 1 ui 7 _ Y_ X 0 0 m Q U7 U toui pi 0 0 W U ODW W Ld c0W �`� U N Z Q < a U Q w O = o t o c� >-- Ir m O w �WZ > W 0 W z 000W �j U W W Z (/) Z W O Of J Q '� w O J Z 0 z OfW m — C3� Z cn m W bi O U �� +�� �� 000• W W � J0 rW W� N M � W vi Q a m 0) N ~ O m tI z 0 En �m -� V) z o Q Z X — Q 0 W .� Q cn U REMOVE EXIST. STRIPING AND PAVEMENT MARKINGS AND REINSTALL AS SHOWN LEGEND XX. XX TC YY. YY FL AC PAVEMENT AND U11U1LL SIDEWALK REMOVAL NOTE: CONTRACTOR TO CONTACT MARYGOLD MUTUAL WATER COMPANY AT (909) 877-0516 AND PROTECT THE UTILITY DURING CONSTRUCTION. U m 14 z O II ouo LL- o Lu i N U cr Ld 0 ��I� Cbi KO m Q O 0 (n z< Q 0 p00 Q U II +wOf Q > Lj WWW 0 m O w X00 13 i .� 12.75" STEEL WATER MAIN 1 50 13+00 +50 14+00 ty W - ---- ---- - - - -- �33: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,�-------- ------- �� Low ! wc — — EXIST. CURB & GUTTER (TO E S EM C VE D) T \ —U.E.--- ---- (0. 10" W �O TYPICAL SECTION N.T.S. W SCALE 1" = 20' ICAL * PROTECT REM LMNG SIDEWALK BENCHMARK TBM —HOLE ON TOP OF N.W. HEADWALL AT INTERSECTION OF JUNIPER AVE. AND VALLEY BLVD. ELEVATION AT 1118.81' mI/ 11 13 i 15 g U-31 _�ZrY_Y_ 5 _Y1C_Y_� II N O I m � 17/T/ 7 /-r/T/ T/ /7 /7-/ 7-17-1- /7 /T/ T/ /7 /� ( f;// / // / // I // /i///////////////////////i / /.I J 0 W � � 1 N c-0 � � � �— Zi- W ~ O � / / z Q u7 0 z 0 0 0 oc� w 00 Q O W nj d- ONO Q IWO / w /�/ k////////////////////////�/�//�//./I I m + ,� U 0r + m of + ►�' U w N Z N D �� � m 0 I Z I 'Q� I-00 m HW �O �U � �= W �-W M0E- (nz X m �N I �l W Z W F - Q O U 0- O J IW TYPICAL SECTION N.T.S. W SCALE 1" = 20' ICAL * PROTECT REM LMNG SIDEWALK BENCHMARK TBM —HOLE ON TOP OF N.W. HEADWALL AT INTERSECTION OF JUNIPER AVE. AND VALLEY BLVD. ELEVATION AT 1118.81'