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HomeMy WebLinkAbout2047-6Jo AI 5 \�DSE'15 i i • -SEWER" m■■ IN ® ■ Syr!2 CryP) (30 • CU U m La _ .. co d- n Ol co > +z _ 1-� ).01045 * c \ 1+43.35 SADDLEPEAK 09010 INV . [I N] = 1499.-/ LINE "A" ON DRIVE � o cn INV.[INl EAST= 1499.50 0 cu + 1+39.35 O INV . (OUT) = 1499:67 1490- 37.36 L.F.- 8" V.C.P. LINE "A" TO EXIST. SEWER ® S = 0.0046 INV.(OUT) SOUTH = 1499.30 1+02.00 INV . (IN) = 1499.50 PROFILE SCALE HORIZ. 1"= 40' VERT. 1"= 8' SEWER STATIONS 1+00 SEWER 2+00 DATA t5�61 - -- -35 1 SACT 1=26 -Z �. I y s - - --- - - - - d? 2+15.95 B.C. ST. STA. 11+60.69 2 C/L M.H. #10 1+41.36 .� ST. STA. 10+88.84 �9 °> 15 v`D. �R SFME�/T 11D O tD O tD N TANGENT Q N 44058'45-W � J m� J Q N 0001'15-E 0'� 0 01 p O it Lr) 0 Lo z 2 0 2 ii + II � '- cu • _J ¢ Lei w \ : + z U) U U) cr_ U W 1510 u 4- ^ O N N cu ~ Lid W ¢. J S= 0.01044 OCONSTRUCT 4 i i • -SEWER" m■■ IN ® ■ Syr!2 CryP) (30 • CU U m La _ .. co d- n Ol co > +z _ 1-� ).01045 * c \ 1+43.35 SADDLEPEAK 09010 INV . [I N] = 1499.-/ LINE "A" ON DRIVE � o cn INV.[INl EAST= 1499.50 0 cu + 1+39.35 O INV . (OUT) = 1499:67 1490- 37.36 L.F.- 8" V.C.P. LINE "A" TO EXIST. SEWER ® S = 0.0046 INV.(OUT) SOUTH = 1499.30 1+02.00 INV . (IN) = 1499.50 PROFILE SCALE HORIZ. 1"= 40' VERT. 1"= 8' SEWER STATIONS 1+00 SEWER 2+00 DATA t5�61 - -- -35 1 SACT 1=26 -Z �. I y s - - --- - - - - d? 2+15.95 B.C. ST. STA. 11+60.69 2 C/L M.H. #10 1+41.36 .� ST. STA. 10+88.84 �9 °> 15 v`D. �R SFME�/T 11D O tD O tD N TANGENT Q N 44058'45-W � J m� J Q N 0001'15-E U lD jn 0 01 W_ Q W •00 820.00 264.19 0 z 2 + Ll) 2 + Ln J II � II W _ Q Lei _J ¢ Lei w \ L- \ L- U) U U) cr_ U U) w 1510 u 4- ^ O N N cu ~ Lid W ¢. S= 0.01044 OCONSTRUCT 4 N> 3 J¢W 3:+ Ltd S= t i i • -SEWER" m■■ IN ® ■ Syr!2 CryP) (30 • CU U m La _ .. co d- n Ol co > +z _ 1-� ).01045 * c \ 1+43.35 SADDLEPEAK 09010 INV . [I N] = 1499.-/ LINE "A" ON DRIVE � o cn INV.[INl EAST= 1499.50 0 cu + 1+39.35 O INV . (OUT) = 1499:67 1490- 37.36 L.F.- 8" V.C.P. LINE "A" TO EXIST. SEWER ® S = 0.0046 INV.(OUT) SOUTH = 1499.30 1+02.00 INV . (IN) = 1499.50 PROFILE SCALE HORIZ. 1"= 40' VERT. 1"= 8' SEWER STATIONS 1+00 SEWER 2+00 DATA t5�61 - -- -35 1 SACT 1=26 -Z �. I y s - - --- - - - - d? 2+15.95 B.C. ST. STA. 11+60.69 2 C/L M.H. #10 1+41.36 .� ST. STA. 10+88.84 �9 °> 15 v`D. �R SFME�/T 11D F 8" V•C•P• ® S=0.0186 334.78 L • F • O Q F/L 8" WATERLINE RADIUS 2 TANGENT Q N 44058'45-W � J m� J Q N 0001'15-E U lD jn U W_ Q L0 820.00 264.19 133.25 0 16004'10" • II o 229.98 CD > � S= 0.01778 F 8" V•C•P• ® S=0.0186 334.78 L • F • O Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 44058'45-W � J 41.35 cur) Q N 0001'15-E ---mO 74.59 W_ Q 18027'35" 820.00 264.19 133.25 0 16004'10" 820.00 229.98 115.75 Q 11043'00" 532.04 1 108.80 54.59 Q N 46016'00"E 4 1 285.61 I WELD ALL JOIA17'5 e BOG W Z V J I- z � � J d = 0 W •0� CIO ' X o ter- c� O o co _ + LO ,I- ^ •- II � 0 0 II 0 W ' 0>0 + z + y •C f,P . ®S= 0.0203 8+ 15.92 �8+20.92 334m78 L •F • OF 8 INV . (OUT) = 1512.90 INV. CIN) = 1513.00 FINISHED SURFACE OVER SEWER S= 0.0217 14+tib. 14 4+78.14 INV. CIN] = 1506. 10 INV . [OUT] = 1506.00 3+00 4+00 5+00 N� y � y FoXFIE•LD LA y 2 C/L M.H. #1 1 SH-� • NO* 1� 2 3 4+80.14 SEE ) I�{ j ly I`I ST. STA. 14+23.27 1 + 0 LA ly - - y _. k y 1 < HUNT N ��• 2 . > - -----12 33 8 33 y` U C/L M.H. #1 1+00.00 LINE "B" 1+12.45 7 10 1+89.48 B.C. \ HUNT CLUB DRIVE A. 10+ 53.32 - S. MATCH NE " SEE SHT 0.3 " \ \ 1 +00.00 \ \ \ =0 f1TE 2 IiAATrLi LI r vot \ W P W Z f TANGENT Q C.) � J 12.45 cur) •LLQ � V ---mO 77.03 W_ 0 WELD O S 802.00 Jo LA ALL co O CL 159.80 85.22 • -- CU 514.04 r) 52.74 2 + Lid 4 rn I •CD^ r° L"7 Ln d- • O V) z0 LLj'° � u 4- ^ O N N cu ~ Lid W ¢. o OCONSTRUCT 4 N> 3 J¢W 3:+ Ltd Ltd _ 11 L\� 3 UU)w J¢W S= 0.0217 14+tib. 14 4+78.14 INV. CIN] = 1506. 10 INV . [OUT] = 1506.00 3+00 4+00 5+00 N� y � y FoXFIE•LD LA y 2 C/L M.H. #1 1 SH-� • NO* 1� 2 3 4+80.14 SEE ) I�{ j ly I`I ST. STA. 14+23.27 1 + 0 LA ly - - y _. k y 1 < HUNT N ��• 2 . > - -----12 33 8 33 y` U C/L M.H. #1 1+00.00 LINE "B" 1+12.45 7 10 1+89.48 B.C. \ HUNT CLUB DRIVE A. 10+ 53.32 - S. MATCH NE " SEE SHT 0.3 " \ \ 1 +00.00 \ \ \ =0 f1TE 2 IiAATrLi LI r vot \ S= 0.025u5 1520 �V,O.P. ®S=0.0199 281.61 L.F. OF 8 11+06.53 11+02.53 7 INV. CIN] = 1518.7 INV [OUT] = 1512.90 - - 1510 5+00 7+00 8+00 9+00 7+10.12 P.C.C. ST. STA. 16+51.85 P.C.C. C/L M.H. #12 4 y 5 8+18.92 E.C. 2 N ly ly y 6 ST. STA. 17+59.62 7 00 �- kf) N 8 A In C6 OD y y � OD Iq 9 OD o 10 OD Q � m iia O � m Wawa ®s '8 •. 2 Iq 26 1 �' � 0 27 1 } I 25 24 U q m • tJ 2 Ll �o• m y 29 4 �} x , w s:- X_ 1� 6+72.81 P.C.C. 23 R� o y 3 Iy NUNCLUB y 22 N o s 31 5+03.011 DRIVE 4 10 + ly m I� = 1 +00.00 rOX FIELD LANE 7 77.93 E . C . i ST. STA. 14+79.30 21 m + + RIVE- O®4 37.13 t 4 61. oo HU NT C L U B D C/L 8" WATERLINE 32 = 1 1 +85.00 FOXFIELD LANE T TV.A.CT l -ZC/L WAER LINEIA STA. 2+25.00 10 13 Q B E W TF- D6coT v 42�� CONSTRUCT PORTION OF SEWER 13 _ +. IBL'CK14lZ'f(o-2 TO SERVICE '+ T TG_1"lN1PROVEMENTS. WATER DATA V W P W Z f TANGENT Q N 44058'45"W � J 12.45 Q V � V 77.03 7-3o 0 WELD O S 802.00 Jo 158.79 ALL 12007'50" CL 159.80 85.22 48" DIA. PRECAST CONCRETE I•- 514.04 105.12 52.74 ZZ N 46016'00"E 4 289.22 0=0 Q r° L"7 Ln d- 18.37 O V) z0 LLj'° �t 4- ^ O N 4" EXTRA STRENGTH V.C.P. cu ~ Lid W ¢. o OCONSTRUCT 4 HOUSE LATERALS PER CITY OF FONTANA 3 1318 3:+ Ltd Ltd H it ¢ ' aw_J 11 Lo 3 CONSTRUCT 8" - 45 BEND J¢W 2 + • SEWER MAIN CONCRETE L. F. F_ ozz ,1530 S= 0.025u5 1520 �V,O.P. ®S=0.0199 281.61 L.F. OF 8 11+06.53 11+02.53 7 INV. CIN] = 1518.7 INV [OUT] = 1512.90 - - 1510 5+00 7+00 8+00 9+00 7+10.12 P.C.C. ST. STA. 16+51.85 P.C.C. C/L M.H. #12 4 y 5 8+18.92 E.C. 2 N ly ly y 6 ST. STA. 17+59.62 7 00 �- kf) N 8 A In C6 OD y y � OD Iq 9 OD o 10 OD Q � m iia O � m Wawa ®s '8 •. 2 Iq 26 1 �' � 0 27 1 } I 25 24 U q m • tJ 2 Ll �o• m y 29 4 �} x , w s:- X_ 1� 6+72.81 P.C.C. 23 R� o y 3 Iy NUNCLUB y 22 N o s 31 5+03.011 DRIVE 4 10 + ly m I� = 1 +00.00 rOX FIELD LANE 7 77.93 E . C . i ST. STA. 14+79.30 21 m + + RIVE- O®4 37.13 t 4 61. oo HU NT C L U B D C/L 8" WATERLINE 32 = 1 1 +85.00 FOXFIELD LANE T TV.A.CT l -ZC/L WAER LINEIA STA. 2+25.00 10 13 Q B E W TF- D6coT v 42�� CONSTRUCT PORTION OF SEWER 13 _ +. IBL'CK14lZ'f(o-2 TO SERVICE '+ T TG_1"lN1PROVEMENTS. WATER DATA V DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 44058'45"W DESCRIPTION 12.45 V N 0001'15"E 77.03 0 22023'55" 802.00 313.53 158.79 Q 12007'50" 802.00 159.80 85.22 48" DIA. PRECAST CONCRETE 11043'00" 514.04 105.12 52.74 Q N 46016'00"E 4 289.22 Q N 46016'00"E COVER PER STD. DWG ON SHT.14 . 18.37 Q ®4�pfE5SIp`\ 141.22015 1 Exp 9-30-93 a CIVIL OF LSE NT CLUB DRIVE, TMLMAM EN 2 ' 2,ej 151 o IJ.s 4 5 MEPAar-D a`r 12-12-`l(0ID A- S B u EffORNAM(Piq OED QOM �� � a� (5r4s T I E L rnr�NN RCG 25?'�2 i�$��'-27-�5®� ���®� Y'n`/ LICENSE�12ES IZj3L1R 7 0,9,4A4 /A. DA,_.4 1.-Z_ f4k\f U CeN5 q y 20 y 19 9+ 95.33 I . 10+00 19 y )I SWR. STA. 11+04.53 2 C/L M.H. #13 00 ST. STA. 0+39.67 Mti Li .� 12z, ti� . , I . - 11+00 SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES SHEET QUANTITIES N0. DESCRIPTION UNIT - H. 1 PH.2 PH. OCONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 988 8' 48" DIA. PRECAST CONCRETE .5 iL OCONSTRUCT 2 MANHOLE PER CITY OF FONTANA STD. EACH 4 p DETAIL 112 COVER PER STD. DWG ON SHT.14 . Q 4" EXTRA STRENGTH V.C.P. o OCONSTRUCT 4 HOUSE LATERALS PER CITY OF FONTANA L. F. 1318 ` STANDARD DETAIL 125 W O CONSTRUCT 8" - 45 BEND EACH 2 N' OCONSTRUCT 8 SEWER MAIN CONCRETE L. F. 10.5 LU ENCASEMENT PER DETAIL ON SHT. 1 © CONSTRUCT 8" - 22 1/2 BEND EACH 1 tU u' ui 0 O I � I I 18 WL I �? cu - 15 SEE SHEET NO.12 PADDOCK LANE RECORD DRAWING & DI WATER CONSTRUCTION NOTES & ESTIMATE OF QUANTITES QUANTITIES NO DESCRIPTION UNIT H.1PH.2PH. C CONSTRUCT 8" I.D. STEEL PIPE' L.F. 98 CML a C. 10 GAUGE MIN. .5 CONSTRUCT 8" GATE VALVE WITH EACH 2 COVER PER STD. DWG ON SHT.14 . o ® CONSTRUCT 8" X 8" TEE EACH 1 ` O CONSTRUCT 8" - 45 BEND EACH 2 N' _w © CONSTRUCT 8" - 22 1/2 BEND EACH 1 tU 0 9 0 CONSTRUCT 8" - 11 1/4 BEND EACH 1 OCONST. 5" FIRE HYDRANT PER STD. EACH 2 DWG. ON SHT. N0,. 13. V' CONSTRUCT THRUST BLOCK PER Fl EACH STD. DRAWING ON SHT. 13 . 14 CONST. I" SERVICE LINE PER EACH 1 DETAIL ON SHT. NO.14. j 3 CONSTRUCT 8" PLUG EACH 1