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HomeMy WebLinkAbout3762-2_JEXISTING CENTERLINE ISURFACE� .... . . ........ ROPOSED FINISHED SURFACE--'-- 5'WEST OF CL I 'EAST OF C U RB FACE > W uj < + < 1470 Cf + CD < U) EXISTING QlAS -INE PROPOSED 24" STORM DRAIN LATERAL i 0 BY OTHERS T—_ BOTTOM OF PIPE 1463.10-1 t8. 0 % 14 6 0 + 2955 E)ll.TRA STRENGTH 8" VCP SEWER LI 2E CD > 0 —cD —1 co CD + cn 2 < CD A 480 470 UK _J_ 2.50V(--'_ 0 CD Cj > I-- -AL- 4— LLJ Lij 2'- 00 ry------ 4 ---------- 0 F if + _4_ ------ ...... 1460- co .... . ..... . . To' p A '001% ECO �2D d �,,l o;) REMOVE AND REPLACE EXIST. A.C. PAVEM, ENT, AND REPAR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. 0 z (0 . > co (0 > ALL RE -M -OVALS ANiD..RELOCATIONS IN FRONT YARDS Et U. 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AL C) EXISTING GAS LINE < Tj) W EXISTING 21" SEWER LINE CITRUS AVE m EXISTING RAISED MEDIAN F- X w uj EXISTING STRIPING STA 85+21.88 00 IV 7W rAOR 7V 45X 72�FW V EX -R 0 LOS(CEDROS STA 29+49.79 ISTING 16" ACP WATE. LIMS EXISTING ROW 4-1-14 7—;d -To I =-- Tm_'_ NOT -1 E*W--M&T-RW*4G uu- EXISTM,R-OW >- --,:- j -Z U) Z> c) 2E A-I'R m- 0 - "All -STREET *00 wl STA 10 0_ Im Ell ion ujil EXISTING­STRfiRM5 PROPOSED ROW c� u 0 U� W > PROPOSED ROW a-1 SEWER LINE STATION 10+00 c� 0 CONSTRUCT 60" SANITARY SEWER MANHGLE PER CITY OF FONTANA STANDARD DETAIL 112 4 rug x I < Cf) EX]STIN6 E.P. of +I Z OZ CITRUS AVENUE STATION, 85+17.89 A.. + ING E.P. 0 w Z5, (m ul w Im C� < z PROPGS OONSTRUCT 48"SAWITARY SEWER MANHOLE PER CITY OF FONTANA STMIDARID DETAIL 112 vj m z _E D STORM DRAiN 0 0, Ill 'x 0 > 8 - S_ To AMP0 - W RM DRAIN (f) Llj 0- rrx 0. 00 CONSTRUCT WEXTR A STRENGTH VCP SEWER LINE PER CITY OF FONTANA -STANDARD DETAIL 131 < Ci�TKUS AV N CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128 SEWER LATE Pr,�,AL STAT�ON TABLE COST 2,44�)-00 CONSTRUCT 4"VGP SEWE R LATE AL PER CITY OF FONTANA STANDARD DETAIL 125 To' p A '001% ECO �2D d �,,l o;) REMOVE AND REPLACE EXIST. A.C. PAVEM, ENT, AND REPAR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. 0 I lupw u ul ujilut v 0 V" EL. = 1467.5-9 Z ALL RE -M -OVALS ANiD..RELOCATIONS IN FRONT YARDS Et U. LOCATION: RR SPIP(E IN PP NO. > 0 > ARE SHOWN ON CITRUS AVENUE STREET IMPROVEMENT -T- Z PLANS - DRAWFNG NUMBER 325,11 5% 'PfXTkA STRENGTH #"VCP SEWER'LIN PROPOSEQ_T � I S,�i 35'WEST OF L 5'EAST OF CURB FA 2% 'EXTRA STRENGTH 8" VCP + Oil- < U) 2% co Z 0, fo) 00 > co 1, 4 8 0 4 7 0 + PROFILE 7 HORIZ V'� 40' 41 VERT I - Wi2 00. PLAN 1"= 40' Lu 11: +00 - 10d 71-:F,'t1_701l) /"A/0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2-0+00 21+00 22+00 23+00 c _6 43 42 41 40 39 55 54 5--1 52 1 51 5-0 49 4.8 47 45 5 56 APNI APN APN APN APN APN APN AFIN APN APIN APN APN _APN APIN APIN APIN APN APN APN 2p+, 0 22.8-333"3-07 228-333�06 228-33-3-05 2, -04 228-333-03 228-333-02 22�� "�-Ol 28-3_2$-�2 22--g-323-11 2-28-323-10 228-323-0-9 228-323-08 228-323-07 226-323-06 1 228-323-05 228-323-04 228-323-03 228-323-02 228-323-01 228-323-01 1 (0 WIff 0% —7:�-CEX\ISTING ULTIMATE ROW c ",�\OPOSED ROW PROPOSED FAGE:OF OL4 Yl &T W- 6 7GPROPOSED CURB AND GUTTER PROPOSED 8'SIDEWALK BY OTHERS EXISTING ROW _X_\ISTING 77F F uut Nd 5 51 D cy) cy) 00 C) -N 07 L 0 Cl 4D C) L_ i�j L T_ ;R 5 R__ "' It - I FAZ5p�] I I Irl- 0-1 0-1 (D cc 111.4 00 CIA wl 5 �7 07 t rm (D I �D _J c\j CD (Z) C) I�T �t 0') c) C:) C) 0 p L0 o 0 CD 00 0 C) CD 2 cl 0 V) C) 0 a) c� c)) tt :;! 1 12: ; � I c\j _j (D) _j Cl) 11 M m 0 __j _j IN _j EL _j (0 < + + -j ry cy-) 46 21 -i co 00 _j J cp j COD j �j -, f. I �- < + < + o- < + o- < + In 2 < + < + CL < + n L < n S 0 0� C'j of I:t a-, ie I I I (+ CL < + dL < + In I Of bl_ _. 1 w 0'-'0') 1 --c c) IL TI_ > ry, w w Lu > C) w > -c7) > cm c� Lu Ill > w > w > r 1 00 Lq k7 < Ill Pi Lu > C4 > I- < w < Lu < w t < all -I w 3 + CD er wt + c Lu _j _j < < < U) III w 9 + < < _j < < _j < _j < > < w < :< -j, L PJ < _j I _j CO uj _j CO uj Cn LU + _j _j U) W _j CO Lu _j U) W 0 c/) W _j 51 _j U) Lij _j U) _j cf) M I LLI of w + _j c/) W + _j U) c/) Ill < cy) C.0 U) W > V kJ _'7 < 77t --t-,, N701,01,51 2"- -7 co T _FT G010 T, it W 12 311 W N 000 15'23" W N 5 Z3 CD . .......... . . . . . . . . . . _GA& D 'A 4 3 7t Vt- 2 cy) tv,11H -- 77`77777 _.;7ll__7;r�/­-/7--,, -7 7 4_00 -77, 8 ou 97 + 0 0 98, 00 90+00 1 Jl "'54 00'," 85+00 86+00 88+00 89 ­4x'� �,, ---!-,, � � � ­, / ,77/ N 000 15'23" W /7 17 ZI 4 10 J f Af/ ----------- SWR SVVR t9n SIVvIR SWR MFI S'WR NIH MH 0 ell, - - - -- ---------- - - __ - _- ...... . ... . . ... . .......... z pp ��­c7�z_=:_­:-_:= . ...... AL C) EXISTING GAS LINE < Tj) W EXISTING 21" SEWER LINE CITRUS AVE m EXISTING RAISED MEDIAN F- X w uj EXISTING STRIPING STA 85+21.88 00 IV 7W rAOR 7V 45X 72�FW V EX -R 0 LOS(CEDROS STA 29+49.79 ISTING 16" ACP WATE. LIMS EXISTING ROW 4-1-14 7—;d -To I =-- Tm_'_ NOT -1 E*W--M&T-RW*4G uu- EXISTM,R-OW >- --,:- j -Z U) Z> c) 2E A-I'R m- 0 - "All -STREET *00 wl STA 10 0_ Im Ell ion ujil EXISTING­STRfiRM5 PROPOSED ROW c� u 0 U� W > PROPOSED ROW a-1 SEWER LINE STATION 10+00 c� 0 CONSTRUCT 60" SANITARY SEWER MANHGLE PER CITY OF FONTANA STANDARD DETAIL 112 4 rug x I < Cf) EX]STIN6 E.P. of +I Z OZ CITRUS AVENUE STATION, 85+17.89 A.. + ING E.P. 0 w Z5, (m ul w Im C� < z PROPGS OONSTRUCT 48"SAWITARY SEWER MANHOLE PER CITY OF FONTANA STMIDARID DETAIL 112 vj m z _E D STORM DRAiN 0 0, Ill 'x 0 > 8 - S_ To AMP0 - W RM DRAIN (f) Llj 0- rrx 0. 00 CONSTRUCT WEXTR A STRENGTH VCP SEWER LINE PER CITY OF FONTANA -STANDARD DETAIL 131 < Ci�TKUS AV N CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128 SEWER LATE Pr,�,AL STAT�ON TABLE COST 2,44�)-00 CONSTRUCT 4"VGP SEWE R LATE AL PER CITY OF FONTANA STANDARD DETAIL 125 AS -BUILT DESIGN STATION STATION p A '001% ECO �2D d �,,l o;) REMOVE AND REPLACE EXIST. A.C. PAVEM, ENT, AND REPAR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. 0 + PROFILE 7 HORIZ V'� 40' 41 VERT I - Wi2 00. PLAN 1"= 40' Lu 11: +00 - 10d 71-:F,'t1_701l) /"A/0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2-0+00 21+00 22+00 23+00 c _6 43 42 41 40 39 55 54 5--1 52 1 51 5-0 49 4.8 47 45 5 56 APNI APN APN APN APN APN APN AFIN APN APIN APN APN _APN APIN APIN APIN APN APN APN 2p+, 0 22.8-333"3-07 228-333�06 228-33-3-05 2, -04 228-333-03 228-333-02 22�� "�-Ol 28-3_2$-�2 22--g-323-11 2-28-323-10 228-323-0-9 228-323-08 228-323-07 226-323-06 1 228-323-05 228-323-04 228-323-03 228-323-02 228-323-01 228-323-01 1 (0 WIff 0% —7:�-CEX\ISTING ULTIMATE ROW c ",�\OPOSED ROW PROPOSED FAGE:OF OL4 Yl &T W- 6 7GPROPOSED CURB AND GUTTER PROPOSED 8'SIDEWALK BY OTHERS EXISTING ROW _X_\ISTING 77F F uut Nd 5 51 D cy) cy) 00 C) -N 07 L 0 Cl 4D C) L_ i�j L T_ ;R 5 R__ "' It - I FAZ5p�] I I Irl- 0-1 0-1 (D cc 111.4 00 CIA wl 5 �7 07 t rm (D I �D _J c\j CD (Z) C) I�T �t 0') c) C:) C) 0 p L0 o 0 CD 00 0 C) CD 2 cl 0 V) C) 0 a) c� c)) tt :;! 1 12: ; � I c\j _j (D) _j Cl) 11 M m 0 __j _j IN _j EL _j (0 < + + -j ry cy-) 46 21 -i co 00 _j J cp j COD j �j -, f. I �- < + < + o- < + o- < + In 2 < + < + CL < + n L < n S 0 0� C'j of I:t a-, ie I I I (+ CL < + dL < + In I Of bl_ _. 1 w 0'-'0') 1 --c c) IL TI_ > ry, w w Lu > C) w > -c7) > cm c� Lu Ill > w > w > r 1 00 Lq k7 < Ill Pi Lu > C4 > I- < w < Lu < w t < all -I w 3 + CD er wt + c Lu _j _j < < < U) III w 9 + < < _j < < _j < _j < > < w < :< -j, L PJ < _j I _j CO uj _j CO uj Cn LU + _j _j U) W _j CO Lu _j U) W 0 c/) W _j 51 _j U) Lij _j U) _j cf) M I LLI of w + _j c/) W + _j U) c/) Ill < cy) C.0 U) W > V kJ _'7 < 77t --t-,, N701,01,51 2"- -7 co T _FT G010 T, it W 12 311 W N 000 15'23" W N 5 Z3 CD . .......... . . . . . . . . . . _GA& D 'A 4 3 7t Vt- 2 cy) tv,11H -- 77`77777 _.;7ll__7;r�/­-/7--,, -7 7 4_00 -77, 8 ou 97 + 0 0 98, 00 90+00 1 Jl "'54 00'," 85+00 86+00 88+00 89 ­4x'� �,, ---!-,, � � � ­, / ,77/ N 000 15'23" W /7 17 ZI 4 10 J f Af/ ----------- SWR SVVR t9n SIVvIR SWR MFI S'WR NIH MH 0 ell, - - - -- ---------- - - __ - _- ...... . ... . . ... . .......... z pp ��­c7�z_=:_­:-_:= . ...... AL C) EXISTING GAS LINE < Tj) W EXISTING 21" SEWER LINE CITRUS AVE m EXISTING RAISED MEDIAN F- X w uj EXISTING STRIPING STA 85+21.88 00 IV 7W rAOR 7V 45X 72�FW V EX -R 0 LOS(CEDROS STA 29+49.79 ISTING 16" ACP WATE. LIMS EXISTING ROW 4-1-14 7—;d -To I =-- Tm_'_ NOT -1 E*W--M&T-RW*4G uu- EXISTM,R-OW >- --,:- j -Z U) Z> c) 2E A-I'R m- 0 - "All -STREET *00 wl STA 10 0_ Im Ell ion ujil EXISTING­STRfiRM5 PROPOSED ROW c� u 0 U� W > PROPOSED ROW a-1 SEWER LINE STATION 10+00 c� 0 CONSTRUCT 60" SANITARY SEWER MANHGLE PER CITY OF FONTANA STANDARD DETAIL 112 4 rug x I < Cf) EX]STIN6 E.P. of +I Z OZ CITRUS AVENUE STATION, 85+17.89 A.. + ING E.P. 0 w Z5, (m ul w Im C� < z PROPGS OONSTRUCT 48"SAWITARY SEWER MANHOLE PER CITY OF FONTANA STMIDARID DETAIL 112 vj m z _E D STORM DRAiN 0 0, Ill 'x 0 > 8 - S_ To AMP0 - W RM DRAIN (f) Llj 0- rrx 0. 00 CONSTRUCT WEXTR A STRENGTH VCP SEWER LINE PER CITY OF FONTANA -STANDARD DETAIL 131 < Ci�TKUS AV N CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128 SEWER LATE Pr,�,AL STAT�ON TABLE COST 2,44�)-00 CONSTRUCT 4"VGP SEWE R LATE AL PER CITY OF FONTANA STANDARD DETAIL 125 AS -BUILT STATION AS -BUILT DESIGN STATION STATION p A '001% ECO �2D d �,,l o;) REMOVE AND REPLACE EXIST. A.C. PAVEM, ENT, AND REPAR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. 0 I lupw u ul ujilut v 0 V" EL. = 1467.5-9 CONSTRUCT 6" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAtL 125 ALL RE -M -OVALS ANiD..RELOCATIONS IN FRONT YARDS Et U. LOCATION: RR SPIP(E IN PP NO. ARE SHOWN ON CITRUS AVENUE STREET IMPROVEMENT 9011 E - EAST S I DE OF CITRUS PLANS - DRAWFNG NUMBER 325,11 w rn ;a No. C 40964 AT INTERSECTION OF LOS CEDROS AS -BUILT STATION DESIGN STATION p A '001% ECO �2D d �,,l o;) REMOVE AND REPLACE EXIST. A.C. PAVEM, ENT, AND REPAR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. 0 I lupw u ul ujilut v 0 V" EL. = 1467.5-9 CONSTRUCT 6" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAtL 125 ALL RE -M -OVALS ANiD..RELOCATIONS IN FRONT YARDS Et U. LOCATION: RR SPIP(E IN PP NO. ARE SHOWN ON CITRUS AVENUE STREET IMPROVEMENT SPECIAL NOTES: RIM ELEVATIONS OF MANHOLES ARE APPROXIMATE. ALL MANHOLES TO BE ADJUSTED TO F,",SH GRADES ESTABLISHED WITH STREET IMPROVEMENTS. BENCH MARK: BM # 615 p A '001% ECO �2D d �,,l o;) REMOVE AND REPLACE EXIST. A.C. PAVEM, ENT, AND REPAR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. 0 I lupw u ul ujilut v 0 V" EL. = 1467.5-9 CONSTRUCT 6" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAtL 125 ALL RE -M -OVALS ANiD..RELOCATIONS IN FRONT YARDS Et U. LOCATION: RR SPIP(E IN PP NO. ARE SHOWN ON CITRUS AVENUE STREET IMPROVEMENT 9011 E - EAST S I DE OF CITRUS PLANS - DRAWFNG NUMBER 325,11 w rn ;a No. C 40964 AT INTERSECTION OF LOS CEDROS Exp. 3- 31 - CIVIL OF DESIGNED BY: DATE: FRAW SMITH PLAN AND WILE STA 4+44 TO STA 11 +94 12/22/04 0. AP'PRTVED - J, Date CHECKED BY: DRAWINC, NO.. D A H A Tk Q CITY OF FONTANA CALIFORNIA ALTERNATE SM REFERENCE: NAIL AND TAG W, TOP OF CURB -515, +/_ WES OF CIENTERLINE OF INTERSECTION ELEV = 1468.025 NOTE: 2% SLOPE BEGINS AFTER WYE AND BEND CONNECTION TO MAIN. 1.25 FT OF ELEV. ALLOWED FOR THE 8" x 4" WYE AND 4" 1/8TH B E Nm D. I lupw u ul ujilut v 0 V" Et U. COMMUNFY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION w rn ;a No. C 40964 DRAWN BY: SCALE: FRAW SMITH CITRUS AVENUE SEWER LINE EXTENTION ASSHOWN Exp. 3- 31 - CIVIL OF DESIGNED BY: DATE: FRAW SMITH PLAN AND WILE STA 4+44 TO STA 11 +94 12/22/04 0. AP'PRTVED - J, Date CHECKED BY: DRAWINC, NO.. 3762 2 REV. REMS-ION llt§CI*fbk DATE ENGR. CITY DATE FELIPE U. MOLINOS. R.C.E. 40964 6TY ENGINEER R.C.E. 51152 DATE: /�/