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fil <br />Z <br />8 <br />Cn <br />Abandon and Plug <br />iq + + <br />++ S� VI <br />'� ci °4r oy <br />C; d d 1 ao + c <br />I {� N co N oo N i <br />oda do J 1C; EI: <br />Z =. � z. re <br />--- --- 11 -------- _ <br />07x Rt -0.12% Lt)-- -._ - z*' _ JI ," -I, <br />.2 I <br />_.- <br />II <br />_ _ , _ • - • _ _ _ _ 10 <br />Existing Gutter I I I <br />9 FL (Rt) <br />New Gutter, 1 y <br />Existing G <br />FL (RQ FL (Lt) <br />II <br />8 - E - New Guft r - - <br />I , FL (U) <br />7 1 <br />I I I S I I <br />-. <br />I I I I 1 <br />5 �I;I , , 27 <br />12' MN 5.965 SW ( <br />II 111 I I - ----."------- - ------ --- - - - - --- <br />SD 26 -- -~I--- Existing 30" Storm Drain Pipe <br />�'i I to remain in place <br />4 lli l <br />12" INV 5.3W W (OUT) i i 12'IV 5.2p E (OUT) <br />I_ _ :x.. - _--'---T' _ <br />3 -5N _ _ <br />L <br />SID Cco O <br />31 I t11 1 aO 1110 2 336 �E(( ) <br />36' INV 3.140 S (N) III I8' 1W 5.3 <br />5.339 SVY�[��L-- ` <br />2 36" INV 3.140 N (0 - - <br />12" INV 5.040 NW {IN <br />(IN) IIII 18 1 326 ------ ---- ---------- <br />140 1 <br />1z' INV 4.990E _ --- <br />1 -.-16 INV 4,390 NE (IN)------a4�---18"'1N�S�iryl PRS <br />H�4 <br />co 9.890 <br />� I <br />46 47 48 49 <br />DRAWN BY DATE <br />Cyprus Sommer 8/5/22 <br />DRAWER SHEET NO. <br />T 2`;1 <br />Plug ends of existing 24" <br />Dia Drainage Pipe at Misty <br />Lane intersection where <br />pipe sections are removed <br />New 8� Water Line <br />Install 1300'± 8" AWWA-C900 Pipe <br />See SJCo Std R-29 for <br />. . I- - I - <br />a <br />cd <br />n <br />L- N Gutter <br />FL (Rt) <br />I I EX13ting'1� „ I <br />pipe to Storrn Drain i "se <br />I L remain in place ° <br />Sap <br />12' INV 09 E OUT) <br />SDMH 12 <br />11 1 <br />co 10. cq 9..8879 pp S N <br />1;W8.70N(}"iiv6:04Wk1 <br />12' NV 6.70 SE ". INV A nA 1J 1 <br />12"INV '(114) <br />0 20 4Q Horiz <br />0 T-2 5 vert <br />50 51 <br />ik -Eo neve M9. <br />le rs m r. sD <br />i. a T . 2 <br />00 <br />0 <br />d <br />Prev CL n <br />-- - 6Fa­,Vr__ � <br />x.25% L -0.25% <br />New Gutter <br />FL (Lt) <br />PVC Pipe WWA a <br />IA: \. <br />we I I �- i tX1sU� 4+MGLM <br />I Existing 8" Sswsr <br />493• N <br />ew %2ti <br />7 Storm <br />52 <br />1NV 7.50 �Pe <br />_ 52+38. <br />INV 7.16 <br />SSMICO 10.21 <br />nil <br />12" INV 4. 0 6 N (IN <br />12" INV 4.590 NW (OUT <br />G�34 <br />9.289 <br />12" INV 4.73 N (C <br />Co" 10.078 SDMH#1 3 <br />10109 <br />12'INV 3.3010S N <br />A <br />-T� <br />IK, <br />52 53 <br />.1 <br />� n <br />R" <br />Location <br />CS <br />+ <br />Invert Eliniatiora <br />#SDMHB <br />o <br />Sta 46+42 14' Lt <br />nr <br />10.031 <br />I <br />3.140 <br />5.040 <br />4.990 <br />04 <br />a! <br />FLOWLINE GRADES do VERTICAL CURVE REVISION <br />Grade <br />947 <br />AMW- Z <br />� A <br />4 � <br />U 1 <br />QNew 8" Water Line shall cross the Existing 8" Sewer Main at least one foot above the pipeline. <br />Field locate Existing 4" Water line, Approximate location Sto 51+87. Tie in and connect New 8" <br />Water Line to the Existing 4" Water Line. Connect with a 6"x6"x6" Tee and the appropriate <br />reducers, <br />12 <br />11 <br />tt10 <br />---- <br />- <br />•' 3176 (Rt <br />9 <br />A <br />- 8 <br />�- - - <br />.54+50 7 <br />154+2 - <br />INV 7.40- <br />6 <br />5 <br />OR 9.720 <br />135 12" INV 5.362 S (OUT) 4 <br />r - -- <br />12' GR NV 5 I 3 <br />.000 S {0 <br />117'± New 24" <br />Storm Drain Pipe <br />2 <br />CO 10.150 1 <br />30' I? 548 E (IN) <br />54 <br />i <br />"ON 133HS I 83Mf/21® <br />STORM DRAIN MAINTENANCE HOLES AND STORM DRAIN INLETS SCHEDULE <br />R" <br />Location <br />CS <br />STORM DRAIN <br />Invert Eliniatiora <br />#SDMHB <br />Existing <br />Sta 46+42 14' Lt <br />Adjust to final <br />10.031 <br />3.140 <br />3.140 <br />5.040 <br />4.990 <br />FROM <br />- TD <br />FLOWLINE GRADES do VERTICAL CURVE REVISION <br />Grade <br />Loam <br />36" N (N) <br />I 38" S (OUT) <br />12- Nw (IN) <br />l 12' E (IN) <br />SDMH#9 <br />Existing <br />Sta 46+83 7.5' Rt <br />Adjust to final <br />10.276 <br />5.365 <br />5.339 <br />5.339 <br />s 4.390 <br />Grade <br />1r NE (" <br />18" E (N) <br />16" SW ( <br />1111• NE (NQ <br />SDMHJ9A <br />Existing <br />Sta 46+83 35` Rt <br />Adjust to final <br />Grade <br />10°1'10 <br />5.328 <br />14" w (Our) <br />5.350 <br />1e" E (N) <br />SDMH#9 <br />12" <br />SDMH#10 <br />Existing <br />Sta 49+51 17' Lt <br />Existing Maintenance Hole <br />SDI#34 <br />to SDMH#23 <br />12' <br />Dia High <br />Density <br />10 LF01 X <br />to remain in place <br />Polyethylene <br />HDPE <br />SDMH#11 <br />Existing <br />Sto 50+84 20' Lt <br />ExistingMaintenance Hole <br />to remain in lace <br />10.050 <br />6.700 <br />1r N (OUt) <br />6.700 <br />1r SE ft <br />6.700 <br />12" ave (N) <br />SDMH#8 <br />SDMH#12 <br />Existing <br />Sta 51 +80 19' Lt <br />Adjust to final <br />Grade <br />9.887 <br />6'000 <br />1r N (OUT) <br />6.000 <br />tr S (N) <br />6.000 <br />12 w (N) <br />Dia High <br />SDMH# 13 <br />New <br />Sta 53+62 18.5' Lt <br />Install new Storm Drain <br />10.078 <br />1.600 <br />1.690 <br />3.300 <br />4.040 <br />Maintenance Hole Type 1 <br />3O" w (art) <br />24" N (N) <br />12" S (N) <br />12" SE (N) <br />SDMH#23 <br />New <br />Sta 53+62.5 61' Lt <br />Install new Stone Drain <br />Maintenance Hole Type 1 <br />10.150 <br />1,548 <br />1.548 <br />5.192 <br />4,640 <br />Polyethylene <br />30" E(" <br />3O" w (our) <br />12- N (" <br />12- s <br />SSMH 4 <br />ExistingSta <br />46+93 25' Lt <br />Adjust to final <br />Grade <br />9.890 <br />1.282 <br />1.270 <br />1.266 <br />30" <br />Dia High <br />Density <br />48 LF <br />36" N <br />10" E W <br />36" s <br />SSMH#5 <br />Existing <br />Sta 51+90.5 0' offset <br />Adjust to final <br />Grade <br />10.227 <br />6.777 <br />6.774 <br />6.772 <br />S' E N <br />8" N <br />Ir w <br />SDI#25 <br />New <br />Sta 46+57 30' Lt <br />Install Curb Inlet Catchbasin <br />10.006 <br />5.240 <br />Re -connect Exist <br />(Type 1) SJCo Std D -13A <br />1r SE (art) <br />NW pi IN <br />SDI#26 <br />New <br />Sto 46+41 25' Rt <br />Install Curb Inlet Catchbasin <br />10.042 <br />5`330 <br />1 SJCo Std D -13A <br />1r w <br />SDI 27 <br />NewSta <br />47+44 25` Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />9.920 <br />5.965 <br />tr sw <br />® I & <br />Exiatins SDI to remain <br />6.790 <br />In ace <br />Existina SDI to remain <br />6.940 <br />n acs <br />twuli <br />SDI#32 <br />Existing <br />Sta 51 +65 31.6' Lt <br />Existing SDI to remain <br />9,485 <br />12' � 090 (Our) <br />in lace <br />SDI#34 <br />New <br />Sta 53+50 61.3' Lt <br />Install Curb Inlet Catchbasin <br />�TM1) SJCo Std D -13A <br />9.289 <br />4.730 <br />1r N (art) <br />SDI#35 <br />New <br />Sto 53+84 61' Lt <br />Install Curb Inlet Catchbasin <br />9.720 <br />5.362 <br />Mpe 1 SJCo Std D -13A <br />12 s (0uh <br />SDI#37 <br />New <br />Sta 53+47 551 F;ft <br />Install Curb Inlet Catchbasin <br />9.344 <br />4.700 <br />4,690 <br />12 7233 <br />1 SJCo Std D -13A <br />1r N (N) <br />1r M(our) <br />SDI 39 <br />I <br />New <br />Sta 53+81.5 55' Rt <br />Install Curb Inlet Catchbosin <br />(Type 1) SJCo Std D -13A <br />9.608 <br />5.000 <br />it s (our} <br />PROFILE LEGEND <br />--- Existing Ground <br />--- Finish Grade <br />-- • _ • -- New Gutter Flow Una (Lt) <br />- - - New Gutter Flow Una (Rt) <br />CO -Cover <br />GR -Grate <br />HPFL=High Point Flow Line <br />Gate Valve <br />Rtlt�CORD D OA WING <br />Corrections By <br />No Ch a.11903 By <br />Dole- <br />Any <br />ate <br />Any Penson Using This Drawing Should Verity <br />AN Infonnet[on By inspecting The Site Of Work <br />I No. 76379 <br />ri <br />ayna. Rutz <br />RCE 7'6379 <br />4 <br />8/5/22 <br />TRUNCATED DOME REVISION <br />CS <br />STORM DRAIN <br />PIPE <br />CONNECTIONS SCHEDULE <br />CORNER RAMP CASE REVISION <br />CS <br />FROM <br />- TO <br />7/1/22 <br />PPE TYPE <br />LE4K;1M1~t <br />AT <br />FROM <br />- TD <br />FLOWLINE GRADES do VERTICAL CURVE REVISION <br />PIPE TYPE <br />Loam <br />SDI#25 <br />to <br />SDMH#8 <br />12" <br />Dio High <br />Density <br />21 <br />LF01 X <br />SDI#35 to SDMH#23 <br />12" <br />Dia High <br />Density <br />18 LF01 X <br />Polyethylene <br />HDP <br />Polyethylene <br />HDPE <br />SDI#27 <br />to <br />SDMH#9 <br />12" <br />Dia High <br />Density <br />60 <br />LF01 X <br />SDI#34 <br />to SDMH#23 <br />12' <br />Dia High <br />Density <br />10 LF01 X <br />Polyethylene <br />HDPE <br />Polyethylene <br />HDPE <br />SDI#26 <br />to <br />SDMH#8 <br />12" <br />Dia High <br />Density <br />35 <br />LF01X <br />SDI#37 <br />to SDMH#13 <br />12" <br />Dia High <br />Density <br />LF01 X <br />Polyethylene <br />HDP <br />Pol eth lens(HDPE)67 <br />SDMH#12 <br />to <br />SDMH#13 <br />12" <br />Dia High <br />Density <br />194 LF <br />SDI#39 <br />to SDI#37 <br />12" Dia High <br />Density <br />30 LF01 % <br />Polyethylene <br />HDP <br />Polyethylene <br />HDPE <br />SDMH#23 <br />to <br />SDMH#13 <br />30" <br />Dia High <br />Density <br />48 LF <br />Po <br />et h lone <br />HDPE <br />PROFILE LEGEND <br />--- Existing Ground <br />--- Finish Grade <br />-- • _ • -- New Gutter Flow Una (Lt) <br />- - - New Gutter Flow Una (Rt) <br />CO -Cover <br />GR -Grate <br />HPFL=High Point Flow Line <br />Gate Valve <br />Rtlt�CORD D OA WING <br />Corrections By <br />No Ch a.11903 By <br />Dole- <br />Any <br />ate <br />Any Penson Using This Drawing Should Verity <br />AN Infonnet[on By inspecting The Site Of Work <br />I No. 76379 <br />ri <br />ayna. Rutz <br />RCE 7'6379 <br />4 <br />8/5/22 <br />TRUNCATED DOME REVISION <br />CS <br />AT <br />3 <br />8/5/22 <br />CORNER RAMP CASE REVISION <br />CS <br />AT <br />7/1/22 <br />REMOVED ERRONEOUS SDI DATA FROM PROFILE <br />CS <br />AT <br />7/1/22 <br />FLOWLINE GRADES do VERTICAL CURVE REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />8'Y <br />CH'D <br />REVISIONS <br />HEETI TOTAL <br />PROJECT ENGINEER DATE CHECKED BY DATE PERSHiNG AVENUE WIDENING SNO. SHEETS <br />Cyprus Sommer / 8 5 2 2 �wui 2aha 815122 �� OF JOAQUIN NO SCALE PLAN AND PROFILE (Meadow Avenue to Thornton Road) 8-R4 21 <br />/ <br />