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HomeMy WebLinkAbout2047-12SEWER STATIONS 11+00 WATER DATA I 12+00 SEWER DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT 10 N 55005'00"W 16.74 0702854" 1005.00 13.1.23 55.71 13 C/L M. H. #13 11+04.53 SEE SHT. NO.6 rRAyVNT c�U$ RNA. 6 E / Q I 13+00 'oma tiN s� s C/L 8" WATER LINE z C/L_ 1h. H..* _13__A 12+52.50 ST. STA. 21+81.36 k PADDOCK LANE a?AT Gln. 22015 A �`. Y CT I +Z1 - Co =® ■ STREET STATIONS 10+00 11+00 WATER DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 58052100"W 18.00 n N 68052'00"W 123.22 12+00 00 N s r vc� �k RECORD DRAWING 'The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL &FOREMAN, INC. isnot responsible for 0 underground facility locations Or depictions. All above ground facilities can be readily seen and verified by the parties that 2+ 41 .22 FOX FIELD L ANE 1 intend use same, JOIN EXIST. 8" WATER I I I ( Z� 1 I I I I C/L 8" WATER LINE I I j I I t 75 06? 4 I Q ISI 1 I II28 Q >_ I I I I ®+88 S. S. CROSSING T10 ELMAM ENGINEERS rV_1 III I k >n LLJ I I v►. 4 cu I I DELTA/BEARING RADIUS LEN./DIST. TANGENT 11°26'20" 987.00 197.05 98.85 [,<C�3> N 66°49'35"W15.54 PADDOCK - FROM N 66049-3519W 23.00 SEWER DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT 10 N 55005'00"W 16.74 0702854" 1005.00 13.1.23 55.71 13 C/L M. H. #13 11+04.53 SEE SHT. NO.6 rRAyVNT c�U$ RNA. 6 E / Q I 13+00 'oma tiN s� s C/L 8" WATER LINE z C/L_ 1h. H..* _13__A 12+52.50 ST. STA. 21+81.36 k PADDOCK LANE a?AT Gln. 22015 A �`. Y CT I +Z1 - Co =® ■ STREET STATIONS 10+00 11+00 WATER DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 58052100"W 18.00 n N 68052'00"W 123.22 12+00 00 N s r vc� �k RECORD DRAWING 'The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL &FOREMAN, INC. isnot responsible for 0 underground facility locations Or depictions. All above ground facilities can be readily seen and verified by the parties that 2+ 41 .22 FOX FIELD L ANE 1 intend use same, JOIN EXIST. 8" WATER I I I ( Z� 1 I I I I C/L 8" WATER LINE I I j I I t 75 06? 4 I Q ISI 1 I II28 Q >_ I I I I ®+88 S. S. CROSSING T10 ELMAM ENGINEERS rV_1 III I k >n LLJ I I v►. 4 cu I I SEE SHEET N0.7 A\ P H E -ASA -NT DRIVE f1�2 (zGu 1516 A q 4 S p2eP+MtD i3Y ap SWIM 0 C A% -%'to �16Ns 'OtruirmfM N RCE 25;7zf2 /V %( Lr Cr✓ NsE k RX0 _5 rZ l3r W D Esr0 P�, _ SEE SHEET N0.6 `© HUNT CLUE DRIVE 1 ' § g3�§® �J X0 FOXFIELD LANE WATER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES A QUANTITIES H.1 PH. 2 PADDOCK - FROM DESCRIPTION UNIT /D 00.00 Fox FIELD _ LANE LF LANE + CONSTRUCT 8" EXTRA STRENGTH FOXFIELD LANE N I CML & C. 10 GAUGE MIN. 5+03.01 HUNT CLUB DRIVE13+21.21 9+46.95 PHEASANT 2 Owners Rzoi.�' ._ �s eery Records i I _ I I I I EA Z1DRIVE LL'' - ONSTRUCIr 4811 D IA . PRECAST CONCRETE MANHOLEPER CITY OF PONT-ANA STD.' COVER PER STD. DWG ON SHT.14 FOXFIELD --- U. O p I 12+98.21 .1 ' Con" actors 11,ac, ��� '� T���c R 27 jq5 10+00.00 LANE I CHERRY AVENUE I I I I I t I Nl�I 4" EXTRA 5TREN6TI.1 V.C.P. H OUSC L-AT6RAL5 PER CITY OF Fo NTAN A ® 8" S. S. CROSSING 5TA NAW DETAIL 125 1© REMOVE EXISTING 8" PLUG & JOIN EA g. �V I I I SEE SHEET N0.7 A\ P H E -ASA -NT DRIVE f1�2 (zGu 1516 A q 4 S p2eP+MtD i3Y ap SWIM 0 C A% -%'to �16Ns 'OtruirmfM N RCE 25;7zf2 /V %( Lr Cr✓ NsE k RX0 _5 rZ l3r W D Esr0 P�, _ SEE SHEET N0.6 `© HUNT CLUE DRIVE 1 ' § g3�§® �J X0 FOXFIELD LANE WATER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES A QUANTITIES H.1 PH. 2 P .3 NO DESCRIPTION UNIT /D CONSTRUCT 8" I.D. STEEL PIPE. LF 376 9 + CONSTRUCT 8" EXTRA STRENGTH LF CML & C. 10 GAUGE MIN. V.C.P. O CONSTRUCT 8" GATE VALVE WITH EA 1 LL'' - ONSTRUCIr 4811 D IA . PRECAST CONCRETE MANHOLEPER CITY OF PONT-ANA STD.' COVER PER STD. DWG ON SHT.14 --- U. O p I .1 O OCONSTRUCT 4" EXTRA 5TREN6TI.1 V.C.P. H OUSC L-AT6RAL5 PER CITY OF Fo NTAN A 5TA NAW DETAIL 125 1© REMOVE EXISTING 8" PLUG & JOIN EA 1 �V 14 CONSTRUCT 1" SERVICE LINE PER EA 4- DETAIL ON SHEET 14 U -I w U.I W; SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES 5H E E T QUANTITIES NO DESCRIPTION UNIT H. 1 PH.2 PH. O CONSTRUCT 8" EXTRA STRENGTH LF 140_ V.C.P. 0z O - ONSTRUCIr 4811 D IA . PRECAST CONCRETE MANHOLEPER CITY OF PONT-ANA STD.' EA --- U. p I .1 O OCONSTRUCT 4" EXTRA 5TREN6TI.1 V.C.P. H OUSC L-AT6RAL5 PER CITY OF Fo NTAN A 5TA NAW DETAIL 125 N w RECORD -D2AW1K6