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HomeMy WebLinkAbout3510-2I I - 4- 7,_ 77 1': J ... . ....... 4 NOTE CONTRACTOR TO VERIFY LOCA77ON AND ELEVA77ON PRIOR TO START OF CONSTICUCT10N. 4. 5: V) 7 - CJI CL - 74 --- 0- cm co - - : ': _ :to 4 + . r_ � '4�vw.f - --------- - 7 -7 -- z 1--=1 =1- _4 ---------- L L _7 J� 7 t- ----- 4-- HLMUVL LXIS I IN G M . . . . . . . . . . . . . S 0 - ------ W�P� 39 .0 ------ REMOVE -EXISTING - ------ _4 M S-01469 7 7 =_STRUCTURE---AND:­A S�O. 169 7 0 150 ------ ----- ...... I VLK Ar, VVA Lj Cq ---- - - ---- 39 00 Ln (36 -T 0 6i 50 7 T---7 50 4 190 - + LU - - - - - - - - - - - 4 . . ..... ... .... ------ ---- - --- -- --- ---- --- --- ---- - ----- ---- - - - - - - .... ...... .. . * - - ----- ro Lj 00 L, __ : C:j - - - - - - - - - - - - 47+ 79-.42-wALNur7AVENUE co Uj PER,-CITY_-_-DWG=NO.j3378 Q_ D - 8 _-SEWER ZL ---------- 1b I -4Z-- KUJ STORM DRAIN ...... .... . ------------------- - ----- _777� 777777t==�= C14U_j ------ i t Ui Lr) - (IW::i 1388.90 C,4 4 - --- --- --- --------- ... .. - - - - - - 00 00 + tCS - - - - - - 04 -C14 I n C14 tc, LO -04 n VV I ij-4 -CFS- GUNS I Lci LF - + oo Lo A_u -- ---- - ---- 1.6 cc (X IZD - - - 1, , - L" - �=__ = 11 - -4 __ __ -1 - I'll I I - 5 1 :� � I I �:q . Q + RUCT=- T -- I ___ - t- - - -4 -4 ONSTRUCT--236 03 Vwx-5.7 FPS 21.9 --------- -- 13. 14 __L F.'_'Ori4 100 C3) + ------- - - -- - - - - - - - - - R C. -P 42 R. C. P - - -- - �j : -4 - ------ - ---- -D ------- r 1350 :L ---- --- ----- - 4 - - CN N j -77, -SEWER 00 UD 04 n 9 LF. 1OF 24 - ------- t6 _1350-D t2 PROPOSED'8" --------------------- -4- ioo -7.6---CFS� -LL 90 -04 1 -ii46.9 _Q ioo­2.67CFS ---4-- - 4 2 --- ITY_ - ------- Do PER - C :DWG: NO.-, 3378 j t =0 wx =2.4' FPS -�14 3 FPS -- ----- -- - --- -- - ----- =V wx' .8 _7 - - - - - - - - - - - Ck: - -4 A 4- --- --- ------ - - i_ - ------ TERA �_GONSTRUCT 202.101F OF:42" RCP --1350'D - _=4 f -"A LA L ra L_ A RNE 10+00 HOMM I ft w 11+00 12+09 10+09 12+09 13+09 14+00+ 10+00 Van ift 40 WALNUT AVENUE QW19C SCALE SEE DWG NO, 24150 12 40 0 20 40 80 160 SHEET 2 OF 16 L4 M r7 jrj7777777 7 10+00.00 LINEA' 86' Uj 47+60.00 72 S.D. Q -w 11 4 n n a __j 43' 31 CC fft inch 40 ft. JOIN EXISTING 72 STORM DRAIN zQ_ z CN 47+79.42 END PIPE 18' 25 25' 18, C a 1_120§! EARHAnT AVENUE o co 6 c, L__ co _-k M 1 j ca WQ=:5 an 2 3 5 6 Q:Q L3 It j 14: C� rl� REMOVE EXISTING MANHOLE + co LO Q C) L6 SEE SHEET 3 0i �, PROPOSED 8" SEWER PROPOSED STRUCTURE & REBUILD C> + G C-4 r, Z r� 0 (0 - 60' LU + + C,� PER DWG NO. 3378 R/W 60' + 0 + + 0 4 +91.41 CL MH #1 000:� -j 'S n 30' 3 8 CL C-) w A=30', B=42", C=1.6' 12' 18 1z RIC U 12' 8 0) It z - _j to "14C ��j it LO 7 Pt D1, D2=72" 7 L_ 20 T T_I�N ol� 1* 71 A t_n i REMOVE EXISTING 720 STROM DRAIN 4 1 M C1 �Q_ It �­,)STA. 47+90.88 TO STA. 47+93.74 _CN + 13 L 1 2 't 00 LO LLj On 6 0) ---- 81P CR 12 13 Q V(1389.20 INV) U 1) co (n CDP Q0 LO ;§ + C'4 X 47+93.74 BEGIN PIPE q0 ul C:� PROPOSED 8 WATER co Q Lu 0 C) it 14- 4�0 (1389.23 INV) 1/f 4, Z-0 \ 13Y OTHERS a N1 A co + + w wr 00 1-1 C14 Q PROPOSED R/W 10+27.28 BC C2 3 12+17.82 CL MH,12 13+85.48 13C C1 =10+52.34 SIR. STA. (11+78.00 ST) CL WA Y =10+52.34 0) (9+75.14 ST) CL WALNUT AVENUE 1 1 2 (11+73.00 CL -&4R ,4-- N 1 21 1402.06 FS m c-) C1 2 12+15.48 EC (10+00.00 ST) (;L.A1cVQVN&LL t Q END PIPE' WATER BY 1402.46 FS 00 OVE EXISTING PROPOSED 30" RCP STORM DRAIN OTHERS aw RIW �4 7 STA. 10+11.80 TO STA. 10+74.40 10 X 26 W I L2[ 2, De� 10 001 M (12+60.00 ST) CL_ -A YXCNelff Cq w z \1\ V (1+00.00 ST) CL EARHART AVE. 001 CN 3t C14 D _CN fl - :z M, 30' LU W C-4 L6 J OR (n C1 C) 2 22 C1 LO I I _L_ - rA_ 60' 1 n 14. a- 6 00 C-) to r*_ c. c1c + CN a- 5' CONSTRUCTION NOTIEM 6 01 _8j 26 1, 25 24 Z3 Q Uj n !2=Ui 61 0 -a -t PROPOSED INSTALL 18" RCP (135D -D) CLUj R/W 30[ RE C1 ]:1�2 18' 1_18'1� 1 PROPOSED 80 SEWER INSTALL 421- RCP (1350-D) SEE ]RIGHT co C,4 PER CITY DWG NO. 3378 C� P-- 11 __j Cq O� LU -: CL KLMUVL MILK VULAHLAU c� >. __j Cl 00 n - i§ �; n14 64 00 - to . (Z) jw- + + %.5 Q) CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1 + n q: C� C1 Of CN w C:) C> -.3 --a- -100 fRA y CONSTRUCT MANHOLE PER APWA STD. PLAN 322-1 _7 ni A "*,mMUM91 -A 1VZAAVJr r9 REMOVE EXISTING MANHOLE C\L LINE DATA IM L Ll Lo------ 70.39'_ L2 N89*47'1 I nW to + r< N75*00'OOV 23.78' L5 N59*52'41 "E c) L6 N15*00 , 00 . E 13.52' L7 N15'09'56V 23.94' - - -- --- ---- N60*12'49"E 27.28' + E� 77 . . . . . . . . . . . . ------ - ---- i to ---- ---- -- _17, =41- -Cc C + r4 =4 - Co 00 C r t- ----- 4-- HLMUVL LXIS I IN G M . . . . . . . . . . . . . S 0 - ------ W�P� 39 .0 ------ REMOVE -EXISTING - ------ _4 M S-01469 7 7 =_STRUCTURE---AND:­A S�O. 169 7 0 150 ------ ----- ...... I VLK Ar, VVA Lj Cq ---- - - ---- 39 00 Ln (36 -T 0 6i 50 7 T---7 50 4 190 - + LU - - - - - - - - - - - 4 . . ..... ... .... ------ ---- - --- -- --- ---- --- --- ---- - ----- ---- - - - - - - .... ...... .. . * - - ----- ro Lj 00 L, __ : C:j - - - - - - - - - - - - 47+ 79-.42-wALNur7AVENUE co Uj PER,-CITY_-_-DWG=NO.j3378 Q_ D - 8 _-SEWER ZL ---------- 1b I -4Z-- KUJ STORM DRAIN ...... .... . ------------------- - ----- _777� 777777t==�= C14U_j ------ i t Ui Lr) - (IW::i 1388.90 C,4 4 - --- --- --- --------- ... .. - - - - - - 00 00 + tCS - - - - - - 04 -C14 I n C14 tc, LO -04 n VV I ij-4 -CFS- GUNS I Lci LF - + oo Lo A_u -- ---- - ---- 1.6 cc (X IZD - - - 1, , - L" - �=__ = 11 - -4 __ __ -1 - I'll I I - 5 1 :� � I I �:q . Q + RUCT=- T -- I ___ - t- - - -4 -4 ONSTRUCT--236 03 Vwx-5.7 FPS 21.9 --------- -- 13. 14 __L F.'_'Ori4 100 C3) + ------- - - -- - - - - - - - - - R C. -P 42 R. C. P - - -- - �j : -4 - ------ - ---- -D ------- r 1350 :L ---- --- ----- - 4 - - CN N j -77, -SEWER 00 UD 04 n 9 LF. 1OF 24 - ------- t6 _1350-D t2 PROPOSED'8" --------------------- -4- ioo -7.6---CFS� -LL 90 -04 1 -ii46.9 _Q ioo­2.67CFS ---4-- - 4 2 --- ITY_ - ------- Do PER - C :DWG: NO.-, 3378 j t =0 wx =2.4' FPS -�14 3 FPS -- ----- -- - --- -- - ----- =V wx' .8 _7 - - - - - - - - - - - Ck: - -4 A 4- --- --- ------ - - i_ - ------ TERA �_GONSTRUCT 202.101F OF:42" RCP --1350'D - _=4 f -"A LA L ra L_ A RNE 10+00 HOMM I ft w 11+00 12+09 10+09 12+09 13+09 14+00+ 10+00 Van ift 40 WALNUT AVENUE QW19C SCALE SEE DWG NO, 24150 12 40 0 20 40 80 160 SHEET 2 OF 16 L4 M r7 jrj7777777 7 10+00.00 LINEA' 86' Uj 47+60.00 72 S.D. Q -w 11 4 n n a __j 43' 31 CC fft inch 40 ft. JOIN EXISTING 72 STORM DRAIN zQ_ z CN 47+79.42 END PIPE 18' 25 25' 18, C a 1_120§! EARHAnT AVENUE o co 6 c, L__ co _-k M 1 j ca WQ=:5 an 2 3 5 6 Q:Q L3 It j 14: C� rl� REMOVE EXISTING MANHOLE + co LO Q C) L6 SEE SHEET 3 0i �, PROPOSED 8" SEWER PROPOSED STRUCTURE & REBUILD C> + G C-4 r, Z r� 0 (0 - 60' LU + + C,� PER DWG NO. 3378 R/W 60' + 0 + + 0 4 +91.41 CL MH #1 000:� -j 'S n 30' 3 8 CL C-) w A=30', B=42", C=1.6' 12' 18 1z RIC U 12' 8 0) It z - _j to "14C ��j it LO 7 Pt D1, D2=72" 7 L_ 20 T T_I�N ol� 1* 71 A t_n i REMOVE EXISTING 720 STROM DRAIN 4 1 M C1 �Q_ It �­,)STA. 47+90.88 TO STA. 47+93.74 _CN + 13 L 1 2 't 00 LO LLj On 6 0) ---- 81P CR 12 13 Q V(1389.20 INV) U 1) co (n CDP Q0 LO ;§ + C'4 X 47+93.74 BEGIN PIPE q0 ul C:� PROPOSED 8 WATER co Q Lu 0 C) it 14- 4�0 (1389.23 INV) 1/f 4, Z-0 \ 13Y OTHERS a N1 A co + + w wr 00 1-1 C14 Q PROPOSED R/W 10+27.28 BC C2 3 12+17.82 CL MH,12 13+85.48 13C C1 =10+52.34 SIR. STA. (11+78.00 ST) CL WA Y =10+52.34 0) (9+75.14 ST) CL WALNUT AVENUE 1 1 2 (11+73.00 CL -&4R ,4-- N 1 21 1402.06 FS m c-) C1 2 12+15.48 EC (10+00.00 ST) (;L.A1cVQVN&LL t Q END PIPE' WATER BY 1402.46 FS 00 OVE EXISTING PROPOSED 30" RCP STORM DRAIN OTHERS aw RIW �4 7 STA. 10+11.80 TO STA. 10+74.40 10 X 26 W I L2[ 2, De� 10 001 M (12+60.00 ST) CL_ -A YXCNelff Cq w z \1\ V (1+00.00 ST) CL EARHART AVE. 001 CN 3t C14 D _CN fl - :z M, 30' LU W C-4 L6 J OR (n C1 C) 2 22 C1 LO I I _L_ - rA_ 60' 1 n 14. a- 6 00 C-) to r*_ c. c1c + CN a- 5' CONSTRUCTION NOTIEM 6 01 _8j 26 1, 25 24 Z3 Q Uj n !2=Ui 61 0 -a -t PROPOSED INSTALL 18" RCP (135D -D) CLUj R/W 30[ RE C1 ]:1�2 18' 1_18'1� 1 PROPOSED 80 SEWER INSTALL 421- RCP (1350-D) SEE ]RIGHT co C,4 PER CITY DWG NO. 3378 C� P-- 11 __j Cq O� LU -: CL KLMUVL MILK VULAHLAU c� >. __j Cl 00 n - i§ �; n14 64 00 - to . (Z) jw- + + %.5 Q) CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1 + n q: C� C1 Of CN w C:) C> -.3 --a- -100 fRA y CONSTRUCT MANHOLE PER APWA STD. PLAN 322-1 _7 ni A "*,mMUM91 -A 1VZAAVJr r9 REMOVE EXISTING MANHOLE C\L CURVE DATA R L T C1 90*00,000 45.00' 70.69' 45.00' _C2 60*00'00" 45.00' 47.12' 25.98 # I PADOLE7 hNP AlbCIATIr , IAIC REMOVE EXISTING 72" RCP jqIr A-1TV M - PA . S01rF 200, 1 AtiVof c4. q1 761 ESS , VN CZ Z 01. t, 1 . 3 U 3 7 MR-A-i7ila Ovcc- BEARINGS. - BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89*47'11"W AS SHOWN ON TRACT MAP 15655-22, MB. 27011-3 RECORDS OF SAN BERNARDINO COUNTY. -11, L .5 IA. KtMUVt LA1b I INU JU KLX @-INSTALL 24- RCP (1350-D) @ 13 CONSTRUCT JUNCTION STRUCTURE PER APWA SID. PLAN 331-2 &_SAWCU`T AND REMOVE EXISTING AC PAVEMENT. REPLACE AC.PAVEMENT PER CITY STD. DWG. 131 ZQ 7 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: y nr FONTANA, 001 A 10 D SHOULD CONSTRUCTION OF REQUIRED BENCIEWARIC LOISLIFORNIA 0 PREPARED FOR: SS/0 9911OVEMUM NOT COMUENCE rATHIN- ALLARD ENGINEERING- PA CALTRANS BENCHMARK NO. 8-17 %orLIFORNIA LANDINGS SPECIFIC PLAN Civil Engineering - Land Surveying - Land Planning G) SHOWN HMON MIM CAREM FORM IN A WO YEARS OF THE DATE OF APPROVAL KB HOMt- 13RASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' DRAWN BY. 801 CORPORATE CENTER DRIVE 8253 Sierra Avenue Z SCALE. NIO HIGHLAND AVENUE, 0.2 Mi. WIO AE TRACT NO. 15655-19 E DBIGENT MAN= THE CITY FAGWM MAY Fontana, California 92335 Uj NO. 43976 'M" 1 40' 9) DIAL TWO WORKING SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE WWI STORM PLANS DATE: 0 SEV S7". IVAMRS -9. oc7o 1-/ ;r;rLE "RP - Exp. 6/30/05 DESIGNED BY. BEFORE DAYS BEFORE (909) 356 1815 Fax (909) 356-1795 YOU DIG' REQUME REVISIONS TO TIM PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG AE &A ip-Aft DECEMBER, 2003 YOU DIG WAY A^V 14"C -Al, -S C7. 7V1WC)7VA1A1_11:'jJ_ Akz - i - I � BRING Tf= INTO CONFORMANCE WITH (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE CIVI%_ CHECKED BY. k� APPR Qy. DRAWING NO.: ::I TOLL FREE 1-800-227-2600 PVe C Oc- oo/-- �# -2 008 72 Z3 , -2- FAX (909) 802-1111 �yj�p /1_ 12/ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALLKI CONDITIONS AND STAIWARDS IN EFFECT David S. Hammer, H.C.E. 43976 ELEVATION.- 1428.6090 (expires 6/30/2005) Mi 0 r, r* r -f 4 r_ e) j I Filenome: UAdwo\ 19202\S[)\ 15655-1,9-.qdn9_(fwn C\L LINE DATA BEARING L Ll NOO' 12'49 "E 70.39'_ L2 N89*47'1 I nW 170.00'_ L4 N75*00'OOV 23.78' L5 N59*52'41 "E 15.16' L6 N15*00 , 00 . E 13.52' L7 N15'09'56V 23.94' L9 . N60*12'49"E 27.28' C\L CURVE DATA R L T C1 90*00,000 45.00' 70.69' 45.00' _C2 60*00'00" 45.00' 47.12' 25.98 # I PADOLE7 hNP AlbCIATIr , IAIC REMOVE EXISTING 72" RCP jqIr A-1TV M - PA . S01rF 200, 1 AtiVof c4. q1 761 ESS , VN CZ Z 01. t, 1 . 3 U 3 7 MR-A-i7ila Ovcc- BEARINGS. - BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89*47'11"W AS SHOWN ON TRACT MAP 15655-22, MB. 27011-3 RECORDS OF SAN BERNARDINO COUNTY. -11, L .5 IA. KtMUVt LA1b I INU JU KLX @-INSTALL 24- RCP (1350-D) @ 13 CONSTRUCT JUNCTION STRUCTURE PER APWA SID. PLAN 331-2 &_SAWCU`T AND REMOVE EXISTING AC PAVEMENT. REPLACE AC.PAVEMENT PER CITY STD. DWG. 131 ZQ 7 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: y nr FONTANA, 001 A 10 D SHOULD CONSTRUCTION OF REQUIRED BENCIEWARIC LOISLIFORNIA 0 PREPARED FOR: SS/0 9911OVEMUM NOT COMUENCE rATHIN- ALLARD ENGINEERING- PA CALTRANS BENCHMARK NO. 8-17 %orLIFORNIA LANDINGS SPECIFIC PLAN Civil Engineering - Land Surveying - Land Planning G) SHOWN HMON MIM CAREM FORM IN A WO YEARS OF THE DATE OF APPROVAL KB HOMt- 13RASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' DRAWN BY. 801 CORPORATE CENTER DRIVE 8253 Sierra Avenue Z SCALE. NIO HIGHLAND AVENUE, 0.2 Mi. WIO AE TRACT NO. 15655-19 E DBIGENT MAN= THE CITY FAGWM MAY Fontana, California 92335 Uj NO. 43976 'M" 1 40' 9) DIAL TWO WORKING SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE WWI STORM PLANS DATE: 0 SEV S7". IVAMRS -9. oc7o 1-/ ;r;rLE "RP - Exp. 6/30/05 DESIGNED BY. BEFORE DAYS BEFORE (909) 356 1815 Fax (909) 356-1795 YOU DIG' REQUME REVISIONS TO TIM PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG AE &A ip-Aft DECEMBER, 2003 YOU DIG WAY A^V 14"C -Al, -S C7. 7V1WC)7VA1A1_11:'jJ_ Akz - i - I � BRING Tf= INTO CONFORMANCE WITH (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE CIVI%_ CHECKED BY. k� APPR Qy. DRAWING NO.: ::I TOLL FREE 1-800-227-2600 PVe C Oc- oo/-- �# -2 008 72 Z3 , -2- FAX (909) 802-1111 �yj�p /1_ 12/ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALLKI CONDITIONS AND STAIWARDS IN EFFECT David S. Hammer, H.C.E. 43976 ELEVATION.- 1428.6090 (expires 6/30/2005) Mi 0 r, r* r -f 4 r_ e) j I Filenome: UAdwo\ 19202\S[)\ 15655-1,9-.qdn9_(fwn