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HomeMy WebLinkAbout2046-71520 - to It cn . + Y' 1510- OPF M+ 327k sawO /y7 N �. P� r �i moo to 0¢ 0 -- 4t -- '�- tD 00 •--of + -- .- it) 0 aD lt) N 0 o 9.08 + m 01 -- 0 to O -- •-. ^ 0 a0 0 Q 1520- 327k sawO RADIUS --- ----- .......... 0 N CO 0¢ 0 -- 250.00 N 7r� o0 tD 00 •--of + -- .- it) 0 aD lt) N 0 r 9.08 r + to h m m 01 -- t0 -- 1255.00 O -- •-. ^ 0 a0 to Q N r- ++ tt) N Q •-- 38.38 44.26 0 + 29059'15" 258,00 140.27 to r 1510- v tN�M^ 166.13 r w � 09010'20" I 11 k 1520- DELTA/BEARING RADIUS --- ----- .......... Q 0¢ O 250.00 O M '- D1 + 0049120" N 0 --- 471 9.08 01 m t[7 1//'�'' 1255.00 r ^ Q N 64047'05-W too --N 38.38 44.26 0 + 1510 + O PROFILE SCALE HOR I Z , 1"= 40` IVERT., 1"= 8' 10+00 11+00 DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q 0¢ 29059'15" 250.00 130.85 66.96 00 � � 0049120" 1265.00 18.15 9.08 MO nN hop ( 08021'00" 1255.00 184.35 92.34 Q N 64047'05-W too --N 38.38 44.26 Q + 29059'15" 258,00 140.27 71.78 r N 85013-40-E tN�M^ 166.13 r W > 09010'20" 1247.00 199.63 100.03 LL) N 85036'00"W 100' V. C. 320.92 Qj > N 85036'00"W 139.54 ON CB. 0.500% L = 121.42 ON CUR$ 0.500% - L= 130. 0.500% L = 140.27 ON CURB DATA 100' V.C. P•V.I.=1520.38 DELTA/BEARING RADIUS i+C� U) 113 t 0¢ CU to N 0%_ CU CD 00 � � 0 dam- N ttto tT97r C) N�^ MO nN hop ( -CU to 11) LO '"to + NO + f�N too --N t`;m..N0 44.26 30.55 + to LO DUO NJ L+ L NLN r r r tN�M^ 41 t+ ^ r W > 121.42 62.14 r c3 ! L= 35. C LL) Do 0 O 100' V. C. r+ Qj > t+nN E.� "� v'- ON CB. W -1520 CU �w co i to 100' V.C. P•V.I.=1520.38 P.V.I.=1520.15 00 oN DELTA/BEARING RADIUS i+C� U) 113 t 0¢ CU to N raCDM CU CD 00 N(l NO f?N rN C^ MO nN hop ( -CU to 11) LO '"to LO to In to 44.26 30.55 + 80023'50" 25.00 35.08 21.13 0 1NC1 N 85013'40"E + tN�M^ ^ » W > 121.42 62.14 + cote, CM LL) Do 0 O 100' V. C. r+ Qj > P.V.I.=1520.15 00 oN 12+00 13+00 Q DELTA/BEARING RADIUS i+C� U) 113 t 0¢ CU to N raCDM CU CD 00 25.00 NO 23.60 + . NO + • n MO nN hop ( + C00 ) to rnw 1283.00 '"to 70.33 --tN 0 to 44.26 30.55 + 80023'50" 25.00 35.08 21.13 0 1NC1 N 85013'40"E + tN�M^ ^ » 29059'15" 232.00 121.42 62.14 + cote, CM LL) -0 0 O N r+ Qj > t+nN E.� "� v'- 100' V.C. W -1520 CU �w co m to 14. LOt0 C , . + Qi 'h d• M � a cu Q1 PER CITY OF FONTANA STANDARD 104A CI' o 13 9 oo ^ o1ao+ N LO CD 0 �� CCU, CD ko LO + �N SEE STORM DRAIN PLAN �� r ^Mochti INSTALL STREET LIGHT - EA. 4 to N N ¢ �LO CU to^j hN N N N N N N N o+CU r� CU LO ^to 100' V.C. �� �" P.V.I.=1520.38 12+00 13+00 Q DELTA/BEARING RADIUS LEN./DIST. TANGENT t- 95005139" 25.00 41.49 27.33 tt 86042'41" 25.00 37.83 23.60 Q N 85°35'00"W v 95.15 ©`t L0 CU d- 06016'32" 1283.00 140.53 70.33 t� 101026'09" 25.00 44.26 30.55 + 80023'50" 25.00 35.08 21.13 0 1NC1 N 85013'40"E + -144.75 ^ » 29059'15" 232.00 121.42 62.14 + cote, CM LL) t1) 0 O If 04 LEFT TOP Or CURB 11.065 rr wxo) 0.970% oT OtN +oM NV ON h to N LO �/�. .. • • ,nay, W CU CU CU LO .ii t� + LO liJ t} ^ N r Ln CU L= 44.26 m co to ON CB. L 140.53 OM CURB FINISHED SURFACE - 0.970% O •0 •- tj -- t-- O to _.J ^ Lo N U O C; h + :fR LO 6 + . N m LO N LO N 0 O co -1530 9.4575 �y`4�. iii.� }1 t 1�� �_ `t� 10.3725 t- > L; + •-N • C3 CUA 2. 356, : W to Lo _•.i i � -- v 10 L0 ©`t L0 CU d- ^C%j -1530 a1 ,.. N hh LO + ap �- - + to N CU 2.356% 0 1NC1 ^ r j ^ + O ^ tL7 N 0 970'• 0co CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL + cote, CM LL) t1) 0 O N .-. > '- t+nN E.� "� v'- 100' V.C. W -1520 CU �w CITY OF FONTANA STANDARD DETAIL 109' �, to 14. LOt0 C , . + Qi 'h d• M � a cu Q1 PER CITY OF FONTANA STANDARD 104A CI' -ICU 13 9 oo ^ o1ao+ N LO CD 0 �� CCU, CD ko LO + �N SEE STORM DRAIN PLAN �� 4 ^Mochti INSTALL STREET LIGHT - EA. 4 to N �LO CU to^j hN N N N N N N N o+CU - CU LO ^to �� �" + to to to T r -- -- 100* v V. c C. W - 1520 ^ JffN_ m P.V.I.=1525.47 L= 37.83 ON CB. ON CB. -1530 CU O O �y`4�. iii.� }1 t 1�� �_ `t� n d- N t- > L; + •-N • C3 CUA 2. 356, L ; 202.50 (6" CURB)Q W to Lo _•.i i � -- v 10 L0 ©`t L0 CU d- ^C%j + a1 ,.. N hh LO + ap �- to 0 CU + to N CU m 0 1NC1 ^ r j ^ + O ^ tL7 N k 0co CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL -1530 P.V.I.=1525.24 1530 RICHT TOP OF CURB �y`4�. iii.� }1 t 1�� �_ `t� ITEM DESCRIPTION UNIT 20,0 - Z9� 2. 356, L ; 202.50 (6" CURB)Q PH.2 PH. o r. i- h � ¢ o 10 L0 ©`t L0 CU d- 0 as + a1 ,.. N hh 00 + + ap �- to 0 CU + to � N CU 1[y 0 1NC1 ^ r j ^ ^ CU � ^ CJ fl1 ^ _.. 1520 P.V.I.=1525.24 1530 RICHT TOP OF CURB �y`4�. iii.� }1 t 1�� �_ `t� ITEM DESCRIPTION UNIT 20,0 - Z9� 2. 356, L ; 202.50 (6" CURB)Q PH.2 PH. CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S.F. Uj 129365 AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATfVE SOIL LOCAL DEPRS66j r4 e STA. 13+37. IM CONSTRUCT CONCRETE CURB AND GUTTER L. 111110 11,111111111111111111l:C7 to 0 CU 0,97.0% . O 5964 ON Nttoo T�2 t0 + Othd-M + .- S.F. __.• I' 0 CU h� + SON k 0co CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL + cote, CM noN* O N l+D I� -- C .-. > '- t+nN E.� "� v'- 100' V.C. W -1520 CU �w CITY OF FONTANA STANDARD DETAIL 109' �, C , . m P.V.I,=1525.47 10 CONSTRUCT RAMPED CURB RETURN EA. PER CITY OF FONTANA STANDARD 104A I IUl N468 -ICU 13 9 CONSTRUCT LOCAL DEPRESSION #2 tt S.F. ,^ LO 14 L = 199.63 Oh/ CURB 14+00 15+ 00 N �• n �� ISI . �q`���� �. 1 17+00 18+ 00 19+00 lv', � } I 2 ° ° G j �9' ��`_..11 2 SO' g' LOCAL DEPRES10N (B GTA. 10+ � &4v• LOCAL. t?EP'RE-65I N 0 STA . !3}44.10 TIZACT I A-07-1& 1� __ S � -C _ z rT' _ -_ ___ �l/ �o• I SEE SHEET NO.9 h -- __ _-. __.- __ .�. " , _,_ 4, �� I 10+56.66 rn e ,Rq ,t� 7 7 / 14- 4 - 14 13 13+37.79 �. / ! / n � - 1 Q SEE SHEET iV0 , 'T'Z / / �4 C/L i4 C.B.#3 3 , r, V34 a 12 • �' - iia ati 11 tr r, L?'T �y`4�. iii.� }1 t 1�� �_ `t� ITEM DESCRIPTION UNIT 20,0 - Z9� .. Z_P` PH.1 PH.2 PH. CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S.F. Uj 129365 AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATfVE SOIL LOCAL DEPRS66j r4 e STA. 13+37. IM CONSTRUCT CONCRETE CURB AND GUTTER L. 1704 [8" CF PER CITY OF FONTANA STANDARD DETAIL 1011 . O 5964 CONSTRUCT 4" THICK CONCRETE SIDEWALK lv', � } I 2 ° ° G j �9' ��`_..11 2 SO' g' LOCAL DEPRES10N (B GTA. 10+ � &4v• LOCAL. t?EP'RE-65I N 0 STA . !3}44.10 TIZACT I A-07-1& 1� __ S � -C _ z rT' _ -_ ___ �l/ �o• I SEE SHEET NO.9 h -- __ _-. __.- __ .�. " , _,_ 4, �� I 10+56.66 rn e ,Rq ,t� 7 7 / 14- 4 - 14 13 13+37.79 �. / ! / n � - 1 Q SEE SHEET iV0 , 'T'Z / / �4 C/L i4 C.B.#3 3 , r, V34 a 12 • �' - iia ati 11 tr r, CIS0tW i2 z Crt I jl �'� - b + 11 + 1 11 h + 1 Q 52.52 + 2 _ / � �� 3 `2°• 2�'2 ''• E.C.R. °-._..0 1 11�2�6 11 I � r � ��•- !''� �� / // / r r 3e �, „ 1'� 10+36.1 1 �� 0 10 o / // Q! 1 r 9.�'D •38 C�r1.8r 3 Zh• L=56.62 L=47.39 L=37.61 1. 16 48.00 f 0 2• �2&; c�� 3 0 A41 / ¢°4r�. / 3 m 1 10 152 .92 }4 37.00 5 •' 10 4 + 176 , / / // / r r Cn ° f / t 4 N 81, 7 46.56 56-35 �'7�• - _ 9. �� e3 � 62' 03 4B.0 �'J cS 36.62 i/ r5 . p4 X19 L= 42.34 14.2 0 ,� �p �p . Pi 1522.44 1522.89 524.04 ! `- 19.06 . IF ' `'9 i i 1520 • 1520 `94 �o �v •�• ..� • cgy -' N 85° 35' 00 "W 1523 67 1523.99 1524.67 / �/ / t, i • S• 4 15 _ t 37.76 F/L F/L , F/L 9 t527.32' 17 166 13 1 1521 .10 1523. 12 16 519 • ap N _85° 13, 4fl..E 1519.71 151 9.27, - 20.77 1521.15 5 F. 152 .44 17 1524.22 N 85°36' 0"W 183.16 1 1527,09 1 /( (! ( 22 • 3e• 38 1519.29 -- F , 13 15 15 Q 18 l 1i (J?,• t 2 Q -1 1 .15 � 1519 - = . 22 L=48.22 L.=48.22 L=47.86 45. $5 1527.32 19 A � .,(1 1 �• .3 �# � 1519.2 _ 9t L 45.85 ((/ x W 42.05 45.00 39 L= 5 52 6 45, 85 45.85 45.00 r Cn 1`" 3 11 45.85 45.85 L=42.05 36.22 � ' ;y ! t t 4 6 45.85 Q7 2 L=42.05 SAB B. 1 19 �+Z,c� 1 �- 2 /Vo,� 3Y. r, 6 ,- 3 0 2 s T•1+ '' .4- 15+ 82.52 o -__ 'L 4'� -- -_- (p E. C. z LLJ UL - `�' 3 3 , +E� `�' m �� o- -opo 4- 3 F-- 10+ 00 . - 0 0 �O�'.,1�,�D_ SINE 2� 3$� c� i�.3 _ '' + F--�r =LJ 13+34.72 PHEASANT ' ---- 3.11 } �- 3 13+98.1_"a,/`[�C] C,E - -- -' r. DRIVE 3 14 13 13+40 10 = 10 a0 _00 . - c�, 10+94.94 4 �. } 28' C.B.#3 17+20.29= O.YFIE,G�I! _ _-� 10+00.00 BW/1.DT_ FC".Uj- LL1 164 Z07� o �,4­x) FOX -- 1 E L D LA N • /� 4 .nL. REVISIONSI j�I $ II_I--- ',•r'��-, _-I�+ !i� � Engineer City No: Disorlption: BENCHMARK. Approval Date: Approval Date: PLANS PREPARED UNDER THEDIRECTION OF. - 1 PHASE REVISlCVS 4?A.. l cy'- t� !i• ZI. 9.1 IN446',f ,C .SWef_ .T?fti+• �Wv,v _ � , 5 _' -?o_ 0,o ' 7-1'7-f5 -�� �• 9.9� FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY. 72015 t1PDATE T? -ACT PNASIMC., tt- i3 -eft, - --I �Z• t� 9 + SIDE OF BASELINE 220' /- E'LY OF CHERRY AVE. 11�r3. Flo : J . APP . C . E , # 2201 DATE 'E�OI�D AfAhV/NF' AO/? 7X&r-V .►�,e7d' -7 MY REGIS' TION EXPIRES 9-30-93 6CORD 2AWIN(o F-6p-M5/,qZ1 --i -2 _3 ELEVATION = 1313.04 13 LOCAL DEPREIC>ht STA. tC�t gr4.gq- NTS:. ,J.P. KAM & AS I RTES, INC. CIVIL ENGINEERS, LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 17141 276-8760 �& I Ai izecopu) PzAwto6 v --6R iRpa,5 nn(L ) - pzsgAze. 3 aY JEN5 'THIIELt1nt MM t RC6 25`7412. No. 257422 Exp. 12-31-Q 1 CIVIL 7/ Q RECORD DRAWING The information on this drawing is obtained from others and must he verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for fif underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that,/ intend to use same. RLLORI) h CITY OF FONTANA, CALIFORNIA PUBLIC CORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS wale: to R.B. TRACT NO. 14276 -?4-1- a Designed by: Date: R.C./R.B. F[ELD--LARE- _ SEPT.. 1990 Cheoked by: Dwg. No. 7 Approved:c,%c$-7-�3 10 M.O. � rJ� , CITY ENGINEER R.C.E. 25124 5HT. QUANTITIES ITEM DESCRIPTION UNIT PH.1 PH.2 PH. CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S.F. 129365 AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATfVE SOIL TONS CONSTRUCT CONCRETE CURB AND GUTTER L. 1704 [8" CF PER CITY OF FONTANA STANDARD DETAIL 1011 . O 5964 CONSTRUCT 4" THICK CONCRETE SIDEWALK S.F. __.• I' k CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL S.F. 37 PER CITY OF FONTANA STANDARD DETAIL 104 ADJUST MANHOLE COVER TO GRADE PER EA. CITY OF FONTANA STANDARD DETAIL 109' 10 CONSTRUCT RAMPED CURB RETURN EA. PER CITY OF FONTANA STANDARD 104A I IUl N468 13 9 CONSTRUCT LOCAL DEPRESSION #2 tt S.F. PER LACFCD STANDARD 2-D88; N = 2 14 SEE STORM DRAIN PLAN EA. 4 1 1 INSTALL STREET LIGHT - EA. 4 CIS0tW i2 z Crt I jl �'� - b + 11 + 1 11 h + 1 Q 52.52 + 2 _ / � �� 3 `2°• 2�'2 ''• E.C.R. °-._..0 1 11�2�6 11 I � r � ��•- !''� �� / // / r r 3e �, „ 1'� 10+36.1 1 �� 0 10 o / // Q! 1 r 9.�'D •38 C�r1.8r 3 Zh• L=56.62 L=47.39 L=37.61 1. 16 48.00 f 0 2• �2&; c�� 3 0 A41 / ¢°4r�. / 3 m 1 10 152 .92 }4 37.00 5 •' 10 4 + 176 , / / // / r r Cn ° f / t 4 N 81, 7 46.56 56-35 �'7�• - _ 9. �� e3 � 62' 03 4B.0 �'J cS 36.62 i/ r5 . p4 X19 L= 42.34 14.2 0 ,� �p �p . Pi 1522.44 1522.89 524.04 ! `- 19.06 . IF ' `'9 i i 1520 • 1520 `94 �o �v •�• ..� • cgy -' N 85° 35' 00 "W 1523 67 1523.99 1524.67 / �/ / t, i • S• 4 15 _ t 37.76 F/L F/L , F/L 9 t527.32' 17 166 13 1 1521 .10 1523. 12 16 519 • ap N _85° 13, 4fl..E 1519.71 151 9.27, - 20.77 1521.15 5 F. 152 .44 17 1524.22 N 85°36' 0"W 183.16 1 1527,09 1 /( (! ( 22 • 3e• 38 1519.29 -- F , 13 15 15 Q 18 l 1i (J?,• t 2 Q -1 1 .15 � 1519 - = . 22 L=48.22 L.=48.22 L=47.86 45. $5 1527.32 19 A � .,(1 1 �• .3 �# � 1519.2 _ 9t L 45.85 ((/ x W 42.05 45.00 39 L= 5 52 6 45, 85 45.85 45.00 r Cn 1`" 3 11 45.85 45.85 L=42.05 36.22 � ' ;y ! t t 4 6 45.85 Q7 2 L=42.05 SAB B. 1 19 �+Z,c� 1 �- 2 /Vo,� 3Y. r, 6 ,- 3 0 2 s T•1+ '' .4- 15+ 82.52 o -__ 'L 4'� -- -_- (p E. C. z LLJ UL - `�' 3 3 , +E� `�' m �� o- -opo 4- 3 F-- 10+ 00 . - 0 0 �O�'.,1�,�D_ SINE 2� 3$� c� i�.3 _ '' + F--�r =LJ 13+34.72 PHEASANT ' ---- 3.11 } �- 3 13+98.1_"a,/`[�C] C,E - -- -' r. DRIVE 3 14 13 13+40 10 = 10 a0 _00 . - c�, 10+94.94 4 �. } 28' C.B.#3 17+20.29= O.YFIE,G�I! _ _-� 10+00.00 BW/1.DT_ FC".Uj- LL1 164 Z07� o �,4­x) FOX -- 1 E L D LA N • /� 4 .nL. REVISIONSI j�I $ II_I--- ',•r'��-, _-I�+ !i� � Engineer City No: Disorlption: BENCHMARK. Approval Date: Approval Date: PLANS PREPARED UNDER THEDIRECTION OF. - 1 PHASE REVISlCVS 4?A.. l cy'- t� !i• ZI. 9.1 IN446',f ,C .SWef_ .T?fti+• �Wv,v _ � , 5 _' -?o_ 0,o ' 7-1'7-f5 -�� �• 9.9� FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY. 72015 t1PDATE T? -ACT PNASIMC., tt- i3 -eft, - --I �Z• t� 9 + SIDE OF BASELINE 220' /- E'LY OF CHERRY AVE. 11�r3. Flo : J . APP . C . E , # 2201 DATE 'E�OI�D AfAhV/NF' AO/? 7X&r-V .►�,e7d' -7 MY REGIS' TION EXPIRES 9-30-93 6CORD 2AWIN(o F-6p-M5/,qZ1 --i -2 _3 ELEVATION = 1313.04 13 LOCAL DEPREIC>ht STA. tC�t gr4.gq- NTS:. ,J.P. KAM & AS I RTES, INC. CIVIL ENGINEERS, LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 17141 276-8760 �& I Ai izecopu) PzAwto6 v --6R iRpa,5 nn(L ) - pzsgAze. 3 aY JEN5 'THIIELt1nt MM t RC6 25`7412. No. 257422 Exp. 12-31-Q 1 CIVIL 7/ Q RECORD DRAWING The information on this drawing is obtained from others and must he verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for fif underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that,/ intend to use same. RLLORI) h CITY OF FONTANA, CALIFORNIA PUBLIC CORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS wale: to R.B. TRACT NO. 14276 -?4-1- a Designed by: Date: R.C./R.B. F[ELD--LARE- _ SEPT.. 1990 Cheoked by: Dwg. No. 7 Approved:c,%c$-7-�3 10 M.O. � rJ� , CITY ENGINEER R.C.E. 25124