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HomeMy WebLinkAbout3718-8www��� pammil ME 143 . 8"CF 1435.75TC 8"CF 5.08 FL 1435.98 �z ....... . . . - 77 7 _7 Q0 7� STA 23+62.46 - --------- -- =_ . . . ........ .. ...... - - --- ----- - - ---------- AF =7 1'.117 Orf 1435.77TC 436.00 FS 12"CF - ----------- 1434.7 7 I -L ,:_7_,___ 7 ------------ q, - - - - - - - - - - - - --:=, I -'= I : =4 --- ------ 435.66TC 1 ------ 7T - . ..... - ------ 1436.57 rc 12t*CF Li 7 ___7 - -------- -.7 - ----- 7:� -T4�35.01 X 1434.66 FL =7 �A= ---- -- PRO FTLE SCALES 1435.90 FS 77=* ----------- 5.64 TC - -- ---- 143 =D ------ --- ----- HORIZ. I =40 - - ---- - --- --- 12"CF 1436.55T ----------- 1434.64 FL 4 - - - ------ - - ----- -- ----- Q� - - - - - - - - - - 1435.88 F51"CF 1435.54TC AM 0 R=O. 17% 1434.84 1434.54 FL 12"CF Lj_j 20 21 22 .23 24 25 25. 26 27 28 29 m FL ------------- 10 �> V) ------------ - CONSTU CT STANDARD CURB SIDEWALK PER CITY OF RIALTO STD. NO. 426 & 427 52 TC CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 410 -1435-52TC12 CF CONSTRUCTION NOTES 0 00 1436.32TC 1434.52 FL do"`, VAR14,9�t CUR& 143 5.6 5 FS U %A CONSTRUCT 4" A.C. OVER 4" CLASS 11 A,B. OR C.M.B. (TAMARIND & WALNUT AVENUE) UO REMOVE EXISTING A.C. PAVEMENT CONSTRUCT 4" AC OVER COMPACTED NATIVE. 0 1435.41TC cr) 0 ---------- 12"CF 4 U) 8' ro F"A C�- --------------- 1434.41 FL 4 )CONSTRUCT CURB & CUTTER PER CITY OF RIALTO STD. NO. 400 REMOVE EXISTING CURB & GUTTER CONSTRUCT FOUR MODIFIED PARKWAY DRAINS TYPE 2 PER CITY OF RIALTO STD. DWG. 14 6.21TC 1435.39TC (D G 143 AF 12 C F /--N 307 (5' WIDE BY 8- HIGH OPENING). SEE DETAIL "D' HEREON. R= 1.06% 4.5 1435.54 FS 1434.39 FS CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD. NO. 422 U4 REMOVE EXISTING TREE /0-%, B FL - - GB 1435.32TC Q5JCONSTRUCT CURB TRANSITION FROM 0" CF TO 8" CF. - -4- L.L_ __ 1434.32 0 C3 0 \ STA 23+39 46 mc� U-) B (6 Ln U_r- \1 435.29fC 41 435.,07 0 0 G CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (TYPE C) PER APWA TMCT 1 6441 (06 CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, CONSTRUCT CURB TRANSITION FROM 8" CF TO 12" CF. STD, 110-1, MOD ' IFIED PER DETAIL ON SHEET 9. 0) D 6 SEE DETAIL ON SHEET 20, 11 (a 12"CF 00 Ql�bNSTRUCT_6",kt DIKE PER SAN BERNARDINO COUNTY STD. 111; EMOVE EXISTING�__DRIVEWAY 11-N i i L_ r-� (D r�_i �.q- I y 1434.29 U_ 7- U8 PROTE T IN PLACE % LAJ &R C GB 7- �SEE DETAIL ON SHt. 20',� 1434.99 r C) � i s I U_ j C� STA 23+33 46 46 C�) or U U) QO)RELOCATE EXISTING`4ATER METER (BY FONTANA ATER_,po.) r 8"CF D Ae-N 10 C)) Lij < ___) t i 1434.17 FL 10 A0` 0"CF 1436.19TC 0) UO UST TO GRADE V) ji 00 co CO U_ 0 D_ LLJ I U �00 __j ,, 14"CF \11 43 4.19 TC 00 j U- 00 U_ 0 1�r) W r u 1 "CF 00 Uj Uj 0; m z 434.11 FL 0 - - ------- --------- 2% C-) p ------- + O� + + DL -c F N:D <T 00 N :T 00 'iAJ f �O Z Lp __ - I < A R/W 0� -6 IS IN (0 co POI C N m 00 Lij 0 11 (0 F Ca CL 000 1\1 OT A 0 =14, 00 �r + + 0 (5 CL + (N 00 po m 0 0 0 1434.76 11% 1433.95TC 00 OD 0 Lj > X j 0 ! ! a 4 Z4 0 FS 87 F1 1 "CF 04 00 JRA T I /I A 1 1433. 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V) N LLJLJJ �N __ LIJ 00 J 4- cr: 4i s - -- ----- Z L.Li Z Lij D, mm v) -177 �r - , -__� '7 7T-- Ud :C 10 CL z 143390 CL U) + /Lj > m P1, �1 4 3 �19 3 0 y 7- M 0, 1432.71 F \Z 14. 0 SECTION "A -A" IN -1-435.4 N C , N.T.S. Lm, U_ L 0 m 42 co FS, 1 3.8 Cl- 000 m 0 m I " 2 ,,� VARIES FROM Ld TO 14- CF #4 REBAR C21- R/W 0 V) ro LL m < IN P 1\1 trp 2�1 0 @4" O.C. '01 -26 ----------- 1K < LU W q- m 0 40 D\ 2 C") 1 0. W @8" 0. 4" 0- 7 1 Up (3 _j #3 REBAR A UJ 7" UJ C_-,� C)uj 0 0 A p IN 02AO-201-A9 z EV) �y P 0 2 0 0 2 (_8 - 0 1 - CLEAR 8 - PROP. BIOSWALE 0 Li �E z CUT OFF 2 WALL 30" CUT-OFF 1 7� #3 REBAR 44 4 _UAftmpiK11m1j nvrrlur. Underground Service Alert FO E_ Call: TOLL FREE 1-800 227-2600 MARK TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: It I N , mm N, 143 . 8"CF 1435.75TC 8"CF 5.08 FL 1435.98 �z ....... . . . - 77 7 _7 Q0 7� STA 23+62.46 - --------- -- =_ . . . ........ .. ...... - - --- ----- - - ---------- AF =7 1'.117 Orf 1435.77TC 436.00 FS 12"CF - ----------- 1434.7 7 I -L ,:_7_,___ 7 ------------ q, - - - - - - - - - - - - --:=, I -'= I : =4 --- ------ 435.66TC 1 ------ 7T - . ..... - ------ 1436.57 rc 12t*CF Li 7 ___7 - -------- -.7 - ----- 7:� -T4�35.01 X 1434.66 FL =7 �A= ---- -- PRO FTLE SCALES 1435.90 FS 77=* ----------- 5.64 TC - -- ---- 143 =D ------ --- ----- HORIZ. I =40 - - ---- - --- --- 12"CF 1436.55T ----------- 1434.64 FL 4 - - - ------ - - ----- -- ----- Q� - - - - - - - - - - 1435.88 F51"CF 1435.54TC AM 0 R=O. 17% 1434.84 1434.54 FL 12"CF Lj_j 20 21 22 .23 24 25 25. 26 27 28 29 m FL ------------- 10 �> V) ------------ - CONSTU CT STANDARD CURB SIDEWALK PER CITY OF RIALTO STD. NO. 426 & 427 52 TC CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 410 -1435-52TC12 CF CONSTRUCTION NOTES 0 00 1436.32TC 1434.52 FL do"`, VAR14,9�t CUR& 143 5.6 5 FS U %A CONSTRUCT 4" A.C. OVER 4" CLASS 11 A,B. OR C.M.B. (TAMARIND & WALNUT AVENUE) UO REMOVE EXISTING A.C. PAVEMENT CONSTRUCT 4" AC OVER COMPACTED NATIVE. 0 1435.41TC cr) 0 ---------- 12"CF 4 U) 8' ro F"A C�- --------------- 1434.41 FL 4 )CONSTRUCT CURB & CUTTER PER CITY OF RIALTO STD. NO. 400 REMOVE EXISTING CURB & GUTTER CONSTRUCT FOUR MODIFIED PARKWAY DRAINS TYPE 2 PER CITY OF RIALTO STD. DWG. 14 6.21TC 1435.39TC (D G 143 AF 12 C F /--N 307 (5' WIDE BY 8- HIGH OPENING). SEE DETAIL "D' HEREON. R= 1.06% 4.5 1435.54 FS 1434.39 FS CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD. NO. 422 U4 REMOVE EXISTING TREE /0-%, B FL - - GB 1435.32TC Q5JCONSTRUCT CURB TRANSITION FROM 0" CF TO 8" CF. - -4- L.L_ __ 1434.32 0 C3 0 \ STA 23+39 46 mc� U-) B (6 Ln U_r- \1 435.29fC 41 435.,07 0 0 G CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (TYPE C) PER APWA TMCT 1 6441 (06 CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, CONSTRUCT CURB TRANSITION FROM 8" CF TO 12" CF. STD, 110-1, MOD ' IFIED PER DETAIL ON SHEET 9. 0) D 6 SEE DETAIL ON SHEET 20, 11 (a 12"CF 00 Ql�bNSTRUCT_6",kt DIKE PER SAN BERNARDINO COUNTY STD. 111; EMOVE EXISTING�__DRIVEWAY 11-N i i L_ r-� (D r�_i �.q- I y 1434.29 U_ 7- U8 PROTE T IN PLACE % LAJ &R C GB 7- �SEE DETAIL ON SHt. 20',� 1434.99 r C) � i s I U_ j C� STA 23+33 46 46 C�) or U U) QO)RELOCATE EXISTING`4ATER METER (BY FONTANA ATER_,po.) r 8"CF D Ae-N 10 C)) Lij < ___) t i 1434.17 FL 10 A0` 0"CF 1436.19TC 0) UO UST TO GRADE V) ji 00 co CO U_ 0 D_ LLJ I U �00 __j ,, 14"CF \11 43 4.19 TC 00 j U- 00 U_ 0 1�r) W r u 1 "CF 00 Uj Uj 0; m z 434.11 FL 0 - - ------- --------- 2% C-) p ------- + O� + + DL -c F N:D <T 00 N :T 00 'iAJ f �O Z Lp __ - I < A R/W 0� -6 IS IN (0 co POI C N m 00 Lij 0 11 (0 F Ca CL 000 1\1 OT A 0 =14, 00 �r + + 0 (5 CL + (N 00 po m 0 0 0 1434.76 11% 1433.95TC 00 OD 0 Lj > X j 0 ! ! a 4 Z4 0 FS 87 F1 1 "CF 04 00 JRA T I /I A 1 1433. AD R Z c) (Iq N Q _= - I + Z: a < (!)C)l N (wo JN 0_(-4 _0A m 0 Fx o A P 1\1 0 2 -lie 0':�­,J 8 1 0 5 AP -S ") `0 m =:' 0\ wz, U) m w N 0 < k Z: V) _j A " 1. \_ �- U_j Z: r- CY) CL 0 r) CL + n t� 0 - \, -I*- F ­o _J 0) r- L.L + LL_ Lo f_ _j W 03 U m U) m Uj O� p r- 0 0 LOT 7 0 < 14,-,4.68/ 00) U k-) 1 -, - L, - I'S "C2�_- < SEE DETA 4 1433. 8 -1 f- S C14 ,, i (14 0 D -0 �Lo 1434.48TC 1 1� - 7' Nt OMITS OF OFF-S�E GRADING LJ Lj 0) 1- N V) 8"CF Z CL I I fK 11, , 74 45) RIGHT TO GRADE LE 4 L- f P �L .PER, -OR TEMPORARY' _x 11 Z < D_ D /0 J! 2' TO C ......... . i + 0 -�ONSTRUGIIUN WEMEN�T REQUIRED 8 A, SEE SHEET Q/ ON THIS�,.�S EE�T Nl� ------ 77= T f7 7�� 1442,11 TC I Nz. >< SCALE 1"=10' 1441.44 FL + ON. WILL DETAIL D A 45 77, 1 "T 111�_ b� T D 9�5 TC '\,,l 431 J140, W 16 M 4", 7_1 4" O.C._/ 25.00' Lj_j U I + Lli C �7_ 8 U) V) -C 4 4. V) N LLJLJJ �N __ LIJ 00 J 4- cr: 4i s - -- ----- Z L.Li Z Lij D, mm v) -177 �r - , -__� '7 7T-- Ud :C 10 CL z 143390 CL U) + /Lj > m P1, �1 4 3 �19 3 0 y 7- M 0, 1432.71 F \Z 14. 0 SECTION "A -A" IN -1-435.4 N C , N.T.S. Lm, U_ L 0 m 42 co FS, 1 3.8 Cl- 000 m 0 m I " 2 ,,� VARIES FROM Ld TO 14- CF #4 REBAR C21- R/W 0 V) ro LL m < IN P 1\1 trp 2�1 0 @4" O.C. '01 -26 ----------- 1K < LU W q- m 0 40 D\ 2 C") 1 0. W @8" 0. 4" 0- 7 1 Up (3 _j #3 REBAR A UJ 7" UJ C_-,� C)uj 0 0 A p IN 02AO-201-A9 z EV) �y P 0 2 0 0 2 (_8 - 0 1 - CLEAR 8 - PROP. BIOSWALE 0 Li �E z CUT OFF 2 WALL 30" CUT-OFF 1 7� #3 REBAR 44 4 _UAftmpiK11m1j nvrrlur. Underground Service Alert FO E_ Call: TOLL FREE 1-800 227-2600 MARK TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: It I N , mm 143 . 8"CF 1435.75TC 8"CF 5.08 FL 1435.98 �z ....... . . . - 77 7 _7 Q0 7� STA 23+62.46 - --------- -- =_ . . . ........ .. ...... - - --- ----- - - ---------- AF =7 1'.117 Orf 1435.77TC 436.00 FS 12"CF - ----------- 1434.7 7 I -L ,:_7_,___ 7 ------------ q, - - - - - - - - - - - - --:=, I -'= I : =4 --- ------ 435.66TC 1 ------ 7T - . ..... - ------ 1436.57 rc 12t*CF Li 7 ___7 - -------- -.7 - ----- 7:� -T4�35.01 X 1434.66 FL =7 �A= ---- -- PRO FTLE SCALES 1435.90 FS 77=* ----------- 5.64 TC - -- ---- 143 =D ------ --- ----- HORIZ. I =40 - - ---- - --- --- 12"CF 1436.55T ----------- 1434.64 FL 4 - - - ------ - - ----- -- ----- Q� - - - - - - - - - - 1435.88 F51"CF 1435.54TC AM 0 R=O. 17% 1434.84 1434.54 FL 12"CF Lj_j 20 21 22 .23 24 25 25. 26 27 28 29 m FL ------------- 10 �> V) ------------ - CONSTU CT STANDARD CURB SIDEWALK PER CITY OF RIALTO STD. NO. 426 & 427 52 TC CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 410 -1435-52TC12 CF CONSTRUCTION NOTES 0 00 1436.32TC 1434.52 FL do"`, VAR14,9�t CUR& 143 5.6 5 FS U %A CONSTRUCT 4" A.C. OVER 4" CLASS 11 A,B. OR C.M.B. (TAMARIND & WALNUT AVENUE) UO REMOVE EXISTING A.C. PAVEMENT CONSTRUCT 4" AC OVER COMPACTED NATIVE. 0 1435.41TC cr) 0 ---------- 12"CF 4 U) 8' ro F"A C�- --------------- 1434.41 FL 4 )CONSTRUCT CURB & CUTTER PER CITY OF RIALTO STD. NO. 400 REMOVE EXISTING CURB & GUTTER CONSTRUCT FOUR MODIFIED PARKWAY DRAINS TYPE 2 PER CITY OF RIALTO STD. DWG. 14 6.21TC 1435.39TC (D G 143 AF 12 C F /--N 307 (5' WIDE BY 8- HIGH OPENING). SEE DETAIL "D' HEREON. R= 1.06% 4.5 1435.54 FS 1434.39 FS CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD. NO. 422 U4 REMOVE EXISTING TREE /0-%, B FL - - GB 1435.32TC Q5JCONSTRUCT CURB TRANSITION FROM 0" CF TO 8" CF. - -4- L.L_ __ 1434.32 0 C3 0 \ STA 23+39 46 mc� U-) B (6 Ln U_r- \1 435.29fC 41 435.,07 0 0 G CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (TYPE C) PER APWA TMCT 1 6441 (06 CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, CONSTRUCT CURB TRANSITION FROM 8" CF TO 12" CF. STD, 110-1, MOD ' IFIED PER DETAIL ON SHEET 9. 0) D 6 SEE DETAIL ON SHEET 20, 11 (a 12"CF 00 Ql�bNSTRUCT_6",kt DIKE PER SAN BERNARDINO COUNTY STD. 111; EMOVE EXISTING�__DRIVEWAY 11-N i i L_ r-� (D r�_i �.q- I y 1434.29 U_ 7- U8 PROTE T IN PLACE % LAJ &R C GB 7- �SEE DETAIL ON SHt. 20',� 1434.99 r C) � i s I U_ j C� STA 23+33 46 46 C�) or U U) QO)RELOCATE EXISTING`4ATER METER (BY FONTANA ATER_,po.) r 8"CF D Ae-N 10 C)) Lij < ___) t i 1434.17 FL 10 A0` 0"CF 1436.19TC 0) UO UST TO GRADE V) ji 00 co CO U_ 0 D_ LLJ I U �00 __j ,, 14"CF \11 43 4.19 TC 00 j U- 00 U_ 0 1�r) W r u 1 "CF 00 Uj Uj 0; m z 434.11 FL 0 - - ------- --------- 2% C-) p ------- + O� + + DL -c F N:D <T 00 N :T 00 'iAJ f �O Z Lp __ - I < A R/W 0� -6 IS IN (0 co POI C N m 00 Lij 0 11 (0 F Ca CL 000 1\1 OT A 0 =14, 00 �r + + 0 (5 CL + (N 00 po m 0 0 0 1434.76 11% 1433.95TC 00 OD 0 Lj > X j 0 ! ! a 4 Z4 0 FS 87 F1 1 "CF 04 00 JRA T I /I A 1 1433. AD R Z c) (Iq N Q _= - I + Z: a < (!)C)l N (wo JN 0_(-4 _0A m 0 Fx o A P 1\1 0 2 -lie 0':�­,J 8 1 0 5 AP -S ") `0 m =:' 0\ wz, U) m w N 0 < k Z: V) _j A " 1. \_ �- U_j Z: r- CY) CL 0 r) CL + n t� 0 - \, -I*- F ­o _J 0) r- L.L + LL_ Lo f_ _j W 03 U m U) m Uj O� p r- 0 0 LOT 7 0 < 14,-,4.68/ 00) U k-) 1 -, - L, - I'S "C2�_- < SEE DETA 4 1433. 8 -1 f- S C14 ,, i (14 0 D -0 �Lo 1434.48TC 1 1� - 7' Nt OMITS OF OFF-S�E GRADING LJ Lj 0) 1- N V) 8"CF Z CL I I fK 11, , 74 45) RIGHT TO GRADE LE 4 L- f P �L .PER, -OR TEMPORARY' _x 11 Z < D_ D /0 J! 2' TO C ......... . i + 0 -�ONSTRUGIIUN WEMEN�T REQUIRED 8 A, SEE SHEET Q/ ON THIS�,.�S EE�T Nl� ------ 77= T f7 7�� 1442,11 TC I Nz. >< SCALE 1"=10' 1441.44 FL + ON. WILL DETAIL D A 45 77, 1 "T 111�_ b� T D 9�5 TC '\,,l 431 J140, W 16 M 4", 7_1 4" O.C._/ 25.00' Lj_j U I + Lli C �7_ 8 U) V) -C 4 4. V) N LLJLJJ �N __ LIJ 00 J 4- cr: 4i s - -- ----- Z L.Li Z Lij D, mm v) -177 �r - , -__� '7 7T-- Ud :C 10 CL z 143390 CL U) + /Lj > m P1, �1 4 3 �19 3 0 y 7- M 0, 1432.71 F \Z 14. 0 SECTION "A -A" IN -1-435.4 N C , N.T.S. Lm, U_ L 0 m 42 co FS, 1 3.8 Cl- 000 m 0 m I " 2 ,,� VARIES FROM Ld TO 14- CF #4 REBAR C21- R/W 0 V) ro LL m < IN P 1\1 trp 2�1 0 @4" O.C. '01 -26 ----------- 1K < LU W q- m 0 40 D\ 2 C") 1 0. W @8" 0. 4" 0- 7 1 Up (3 _j #3 REBAR A UJ 7" UJ C_-,� C)uj 0 0 A p IN 02AO-201-A9 z EV) �y P 0 2 0 0 2 (_8 - 0 1 - CLEAR 8 - PROP. BIOSWALE 0 Li �E z CUT OFF 2 WALL 30" CUT-OFF 1 7� #3 REBAR 44 4 _UAftmpiK11m1j nvrrlur. Underground Service Alert FO E_ Call: TOLL FREE 1-800 227-2600 MARK TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: