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HomeMy WebLinkAbout5613-5AT CCC; I CC� ► • 1 1 1 , • o l •• • � CCS ■■•■ ; • o�N 16 LU M VV Ncli= ----------------------------------------------------------------------------------------- CCCCCCC O� --------------------------------------------- oo� Q U + U �C���C���C���CC��C���CC��CC��CC�CC����C��C���C���C���CC��C���CC��CC��CC�CC����C��C���C��� 42 2 Jr 9.32 co U U r � Q 8 1 Q 16.74 C/) _ U) i 1 c5 oil •': ■ 65 Q Q J 63 O INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) =�C�C�C�=���CCC�C�C�CCC�=...CCC.=.C=CCC.=�C�C�C�=�C�CCC�C���CCC�=...CCC.=.C=CCC.=�C�C�C • C...............CCC.=.C=CCC�����C�C�=�C�CC� CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC�CCCCCCC� ----------------------------------------- �CCCCCC�CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC�CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC� ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ------------------------------------------ ------------------------------------------ -------------------------------------------------------------------------------------- - ----------------------------------------- --------------------------- --------------------------- ----------------------------------------------------- ----------------------------------------------------- ------------------------------------------ --------------------------- ----------------------------------------------------- --------------------------- ----------------------------------------------------- ------------------------------------------ ------------------------------------------- -------------------------- •• • - --------------------------------------------------- CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC�CCCCCCC� �CCCCCC�CCCCCCCCC�CCCCCCCC CCCCCCCCCCCCCCCC�CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC ------------------------------------------ -------------------------- -------------------------------------------------------- CCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCC�CCCCCCC�POP- �CCCCCC�CCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC AT CCC; I CC� ► • 1 1 1 , • o l •• • � CCS ■■•■ ; • **NOTE: SEE TRACT 19962 WATER QUALITY MANAGEMENT PLAN STORM DRAIN IMPROVEMENT PLANS FOR ALL WATER QUALITY CONNECTIONS, INLETS, AND MANHOLE DETAILS. i1 II.; STA. 10+00.00 LAT. "C-9" =STA. 57+68.87 LINE "C" 10+00.00 WINTERCRESS =14+50.00 LANTANA ST. 14 U coo 32 6, 1 I10' 620' 10' LANTANA STREET SEE SHEET 2 I I � PROP. SEWER 41 o�N 16 LU M VV Ncli= = 6�+ O I� CCCCCCC O� Cl) oo� Q U + U 045° 00'00" 42 2 Jr 9.32 co U U r � Q 8 1 Q 16.74 C/) _ U) i 1 c5 oil •': ■ 65 Q Q J 63 O INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) **NOTE: SEE TRACT 19962 WATER QUALITY MANAGEMENT PLAN STORM DRAIN IMPROVEMENT PLANS FOR ALL WATER QUALITY CONNECTIONS, INLETS, AND MANHOLE DETAILS. i1 II.; STA. 10+00.00 LAT. "C-9" =STA. 57+68.87 LINE "C" 10+00.00 WINTERCRESS =14+50.00 LANTANA ST. 14 U coo 32 6, 1 I10' 620' 10' LANTANA STREET SEE SHEET 2 I I � PROP. SEWER 41 12 37 Mems®.®. o�N 16 LU M VV Ncli= = 6�+ O I� Sao O� Cl) oo� Q U + U 045° 00'00" 42 2 Jr 9.32 co U U r � Q 8 1 Q 16.74 C/) _ U) i 1 c5 12 37 Mems®.®. LATERAL "C-9" WINTERCRESS AVENUE NJ�7 z_I<r TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CD =v o �O O J r + UM o Q co 022' 1 I I V=6.07, W Curve Table LAT. "C-9-2 u " LU Q CID °. Z = 6�+ O I� C/? U l i C6 > Cl) oo� Q C2 045° 00'00" 42 2 O O 43 9.32 co U N60' 36'00"W � Q 8 � cn CO J LATERAL "C-9" WINTERCRESS AVENUE NJ�7 z_I<r TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CD =v o �O O J r + UM o Q co 022' 1 I I V=6.07, W Curve Table Curve # Delta Radius Length Tangent C1 030' 00'00" 22.50 11.78 6.03 C2 045° 00'00" 22.50 17.67 9.32 Line Table Line # Direction Length L1 N29' 18'50"E 7.97 L2 N60' 41' 10"W 16.74 L3 N62' 34'20"E 29.67 L4 N44' 18'50"E 17.55 L5 N60' 36'00"W 30.63 L6 N59' 18'50"E 16.74 REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 1710 30 STA. 10+00.00 LAT. "C-12" =STA. 60+15.87 LINE "C" 10+00.00 GRASSLAND AVE. =1F+07 Tr) I ANITAKIA CT 27 U' J ml W Ifs N LQ N N Cy') + 6 co O N O N rn WZz o' )TALL 138.05 L.F. 24" R.C.P. 2000-D LOAD NE "C" STA. 60+_15.87 FILE LATERAL "C-1 11 **NOTE: SEE TRACT 19962 WATER QUALITY MANAGEMENT PLAN STORM DRAIN IMPROVEMENT PLANS FOR ALL WATER QUALITY CONNECTIONS, INLETS, AND MANHOLE DETAILS. FS OVER SD _1 J M oil Of W=10'' V=7.63' � I 1 N 68 09 LOU Lqm W C'j" Mo O�t` N ~N CIA p>> 1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) O _ co co C0 _j Q + < ID rU J I- r cn CCC CC I � � .C. co o r CD PROP. SEWER u) 1 c5 i O3 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) 65 Q Q J 63 O INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) � I 1 N 68 09 LOU Lqm W C'j" Mo O�t` N ~N CIA p>> 1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) O _ co co C0 _j Q + < ID rU J I- r cn CCC CC I � � .C. co o r CD PROP. SEWER u) c5 � I 1 N 68 09 LOU Lqm W C'j" Mo O�t` N ~N CIA p>> 1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) O _ co co C0 _j Q + < ID rU J I- r cn Q I � � O2 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) co o r CD PROP. SEWER u) c5 8 gun E11=111 0' I 10' III F IF II I LANTANA STREET SEE SHEET 2 7C - o PROP. WATER O J d- I I Q U Cn SCALE IN FEET Z N r - "' BOO CONSTRUCTION NOTES C'j" Mo r o6 + � r > 1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) C0 _j ono= CN ID U) C) c)U -1 16 O2 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) o r CD cn U c5 8 O3 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) 65 Q Q J 63 O INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) LATERAL "C J (5 INSTALL 66" RCP STORM DRAIN (D -LOAD PER PROFILE) O6 INSTALL 72" RCP STORM DRAIN (D -LOAD PER PROFILE) O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 C2 O8 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004. GRASSLANDAVENUE O REMOVE EXISTING PIPE CLOSURE. 10 CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. PLAN 176. 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026. 13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011. BENCH MARK: # 6-7 BASIS OF BEARINGS: 14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022. SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS 15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009. A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. 16 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA QFtcF ESS/pay SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO ��°�� lwgTF� IN -TRACT STORM DRAIN IMPROVEMENT PLANS MADOLE QQ Z� SG Z 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT SCALE: W 3 No. 36637 C 1� � RANCHO CUCAMONGA, CA. 91730 • 09.481.6322 DM/EH ASSHOWN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO {r Exp: 06-30-18 ngineeri g Communities for Life FAX: 909.481.6320 DESIGNED BY: LAI. 'I WINTERCRESS AVE. STA. MOO TO STA. 11+2027 DATE: CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. q C/ V � \_ ��P WLI LAT. 'C-12' GRASSLAND AMIE. STA 10+00.00 TO STA. 1+44.75 OCT. 2016 TFOF CALF (%�, W DAT CHECKED BY: APP OVF9 °Y: DRAWING NO. G WEND L L. IWATSURO EXP.30-1 WLI �/_ ` s 6/8/17 J c,�z' 5613 6 CITY ENGINEER R.C.E. 51152 DATE r