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HomeMy WebLinkAbout2047-81500- PROFILE 500- PROFILE SCALE HORIZ. 1"= 40' VERT. 1"= 8' SEWER STATIONS 0-00 RFUFFR DATA TART F Q 2 DELTA/BEARING 0 LEN./DIST. TANGENT W N 54047'05"W CU 49.64 a H N .-o01 - - L.I� 38.38 4+98.69 0 3+23.48 U 255.00 133.45 68.30 000 N W.0- L0 166.13 Z:E + LLQ O F--4 . _j - - II 13.08 W J Q W cn W \ H 1520 PUQa` Q S=0.00570 LINE "D" N� INV. CIN)_ INV . COUT) = 1509.50 Qe 1510- -- 1+02.00 INV . CIN) = 1509.80 188.15 1500- PROFILE 500- PROFILE SCALE HORIZ. 1"= 40' VERT. 1"= 8' SEWER STATIONS 0-00 RFUFFR DATA TART F Q 2 DELTA/BEARING RADIUS LEN./DIST. TANGENT QI N 54047'05"W CU 49.64 a Q N 54047'05"W - - L.I� 38.38 4+98.69 0 3+23.48 29059' 15" 255.00 133.45 68.30 Q N 85013'40"E L0 166.13 CL 0 O 0035'41" 1260.00 13.08 6.54 0 cn 08034'39" 1260.00 188.53 94.49 Q N 85036'00"W 1278.00 132.76 CU Qe N 85036'00"W 1]> 188.15 d-> 1+00.00 4+29.01 PHEASANT DRIVE111/ Q� �i C/L M.H. #14 Q� 1+00.00 ON LINE "D" SEE LINE "C" mom U LO I CDD N - 1+00 WE, yVcLD ALL JOINT -6 SEE 5f! 2 &X,0) z Q Ln.w W Cr U Q1Q > I - F/L 8" WATER LINE S=0,0050 64047'05"W CU -- 83 a 0 175.21 0 - - L.I� ,o 4+98.69 . 3+23.48 In I0 o Ln 0 In 1`0 L0 59.15 CL •- O -- 0- Q 44 - -CU> �- cn 0048-'27" i1 11aN 9.01 INV . (IN) =151 1 .90 EACH U 1278.00 173.10 CU > CU> 85036'00"W 1]> 132:76 d-> Loc�w • o0 oL'In U Z ^b -U + .- Z ►-1 + .- CL • Lr) s Lo I In O .� � ' I •- 01 3 P� I I �� 5A 0 CONSTRUCT TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BOUNDARY .-01 OJ -0 L L LL • Ln --U-- 00 -OW LL) W O O 0 N N O I7 - J W CO • N -- LLQ W C71 O 01 , L0 = + LLQ t0 --- W • n • + � + J + --\ 3 OWd' ai, 2+ LC) VD - ' W (1,J t03 I '- O n • LC) II LO F-- O>Cll ^¢ co^^NLL --00 N cn> z II Old 010 2 0= J n Q ± Z + l0>ln +Z ©CONST. 1 +Z EACH + �•-� + J + CD '%, J<W Ol>3 --- O --- I Wh) J<W nQ Ln 00 ,t LL \E_ � II• W-- N0> \1_ • +.Z UU)W + Z d- Cf) - 111>0 UCnO d -'-'O - P) O -- • II S=0.9918 ± S=0.005465 S=0.0050 ~' S= 0.005376 I .. F 171.48 L. F. OF 8" V.C.P, ® S= 0.004 1510.70 Q10 rn dTOP OF PIPE 3+19.48 (D.0 Q; INV. LOUT) = 1510.80 +( S=0.9914 I - - Q S=0,0050 64047'05"W CU -- 83 S= 0.0045 0 175.21 (31 C71 - - L.I� (711 4+98.69 . 3+23.48 In I0 o Ln 0 In 1`0 L0 59.15 LA •- O -- 0- SEWER LINE "E" 44 - -CU> �- 48" DIA. PRECAST CONCRETE 0048-'27" 1278.00 ci4 41 -!�i 9.01 INV . (IN) =151 1 .90 EACH U 1278.00 173.10 CU > CU> 85036'00"W 1]> 132:76 d-> 0 N + - Z + •- Z a + .- Z ►-1 + .- Z Lr) r) VALVE ASMBL' Y PER DET. SHT. 13 814 P� Ln 5A 0 CONSTRUCT TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BOUNDARY EACH 1 PER CITY OF FONTANA STD. DETAIL 128 CONSTRUCT 8" PLUG PER STD. EACH S=1 .0086 -FINISHED SURFACE °10 1 m `� OVER SEWER ' wry N i CD ICU •LID N� �Ol" Q 0 I� _ CU CID "� � ^ � M ^ 1 - 1530 � n � II N�0 a Ln d- O N d > F- L0 11 O L0> + Z- 0 - UfJ)� >O Ole + Z + O S= 0,0169 . 5= 0.008954 S= 0.0240 - 1520 027 CD CD .�6 L.F, OF 8 CC) 186 r N 0 317.39 L.F_ OF 8" V.C.P. ® S= 0.0063 •il Oil 8+ 20.08 8+24.08 o z - 1510 INV (IN) = 1513 90 S=0.9914 I - ~' Q S=0,0050 64047'05"W SEWER LINE "F" 69.90 S= 0.0045 0 175.21 L.F. OF8" V C. - - L.I� L06 • 'L 1. x'°`1 4+98.69 5+02.59 3+23.48 t�r� INV . (OUT) = 1511 .70 INV . CIN) = 151 1 .80 INV. (IN) = 1510.90 !�` N i.��.�, 54. 59.15 Q 0036'15" 1278.00 SEWER LINE "E" 5.74 �- 48" DIA. PRECAST CONCRETE 0048-'27" 1278.00 ci4 41 -!�i 9.01 INV . (IN) =151 1 .90 EACH U 1278.00 173.10 i -I O N 85036'00"W to 132:76 • 0 N 1- 11) Co I� N I W Lr) r) VALVE ASMBL' Y PER DET. SHT. 13 814 P� Ln 5A 0 CONSTRUCT TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BOUNDARY EACH 1 PER CITY OF FONTANA STD. DETAIL 128 CONSTRUCT 8" PLUG PER STD. EACH 1 W 7 REMOVE TEMPORARY TERMINAL CLEANOUTF AT PHASE BOUNDARY AND JOIN CO W N l0 L0 O l[) O L0 N LL) CONST. SEWER MAIN CONC. ENCASEM'T. L F 12 ai, LA • - cn • - 6) -- n N -- n I � LO W N cn> 11 • d - d)> 11 O> 2 O> STD. ON SHT . 13. l0>ln +Z ©CONST. 1 +Z EACH +Z+Z 1 DETAIL ON SHT. 14. --- O --- � II• N0> . +.Z d- Cf) - -FINISHED SURFACE °10 1 m `� OVER SEWER ' wry N i CD ICU •LID N� �Ol" Q 0 I� _ CU CID "� � ^ � M ^ 1 - 1530 � n � II N�0 a Ln d- O N d > F- L0 11 O L0> + Z- 0 - UfJ)� >O Ole + Z + O S= 0,0169 . 5= 0.008954 S= 0.0240 - 1520 027 CD CD .�6 L.F, OF 8 CC) 186 r N 0 317.39 L.F_ OF 8" V.C.P. ® S= 0.0063 •il Oil 8+ 20.08 8+24.08 o z - 1510 INV (IN) = 1513 90 1 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+ 00 w © RECORD DRAWING '' . N Te information on this drawing is obtained from others and N must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for y i' nc nr de actions All above ground 1+24.50 unaergrounu laulitr 10Ca��10 „ v�,,�,�, � facilities can be readily seen and verified by the parties that 1+29- oo son- .mend to use samQ. TENCT 14Z1(v-7& 3D _ [Zi� )q 0 4 ` _CTILO o v N�- N y _j 0 %9 N9 N rt)' Li A/D O �Q 0In $ kr� + 00 3a �I d' 307 1+88.02 B.C. © ST. STA. 10+83.04 T IaI� N EINGINEEB13 AS L4; UATFR DATA TARI F Q DELTA/BEARING I NV. COU T) = 1513.80 - ~' Q N 64047'05"W SEWER LINE "F" 69.90 NO 0 INV. CIN) =1514.00 29059'15" - - L.I� L06 • 'L 1. x'°`1 n Pool 1 . t�r� -rtc�N 1��-�-tn�t � �La l��r' �-r•�N t���K Q !�` N i.��.�, 54. 59.15 Q 0036'15" 1278.00 13.48 5.74 0 48" DIA. PRECAST CONCRETE 0048-'27" 1278.00 ci4 41 -!�i 9.01 t I EACH 07045'38" 1278.00 173.10 i -I O N 85036'00"W to 132:76 OHOUSE 0 N c -G;1. SS I&.'00 I� N I + -14. co 170 . 15 STANDARD DETAIL 125 VALVE ASMBL' Y PER DET. SHT. 13 814 --- 5A 0 CONSTRUCT TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BOUNDARY EACH 1 PER CITY OF FONTANA STD. DETAIL 128 CONSTRUCT 8" PLUG PER STD. EACH 1 W 7 REMOVE TEMPORARY TERMINAL CLEANOUTF AT PHASE BOUNDARY AND JOIN EACH 1--cal-to 3 I 8 O CONST. SEWER MAIN CONC. ENCASEM'T. L F 12 ai, �4- . . ON SHEET NO. 14. U, N O CONST. 6" FIRE HYDRANT PER --�- q2w 46 2 STD. ON SHT . 13. ©CONST. 1 8" BLOW -OFF PER EACH 1 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+ 00 w © RECORD DRAWING '' . N Te information on this drawing is obtained from others and N must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for y i' nc nr de actions All above ground 1+24.50 unaergrounu laulitr 10Ca��10 „ v�,,�,�, � facilities can be readily seen and verified by the parties that 1+29- oo son- .mend to use samQ. TENCT 14Z1(v-7& 3D _ [Zi� )q 0 4 ` _CTILO o v N�- N y _j 0 %9 N9 N rt)' Li A/D O �Q 0In $ kr� + 00 3a �I d' 307 1+88.02 B.C. © ST. STA. 10+83.04 T IaI� N EINGINEEB13 AS L4; UATFR DATA TARI F Q DELTA/BEARING RADIUS LEIS./DIST. TANGENT Q N 64047'05"W UNIT 69.90 NO 0 UNIT 29059'15" 237.00 124.04 63.48 N 850 13' 4-0"E H. 1 106.97 PH Q N 850 13' 40"E 54. 59.15 Q 0036'15" 1278.00 13.48 5.74 0 48" DIA. PRECAST CONCRETE 0048-'27" 1278.00 18.01 9.01 O EACH 07045'38" 1278.00 173.10 86.68 O N 85036'00"W to 132:76 OHOUSE 0 N 85036-00"W I&.'00 I� N 850 361 00" w 1 170 . 15 STANDARD DETAIL 125 INFORMATION OBTAINED FROM Owners RPcor& `f Engineers Records ✓ Contractors Record8 Date 12'l2'`i (p +- 3�oa 3S A A& C/L M.H. #17 2 3+21.48 E.C. ST. STA. 12+13.89 - F LELD �. P�E� ' NO 25742 A , J�NS 's�i 11�•nn�� � t2G� 2r7'� 2. ,, Exp 12-31-97 y � 6+89.32 E.C. e N 14 1 I J 14 � t4 z ® 9 4 + '� J dNi- +N °1 U C/L M. H. # 19 e ~ 8+22.08 2 Q ST. STA. 17+15.29 A 5A O RECORD DROJING I 11+00 SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES _6Hr E T NO DESCRIPTION UNIT QUANTITIES NO DESCRIPTION UNIT CONSTRUCT 8" I.D. STEEL PIPE. CML L . F . q . 6 84=1 .9 8 C. 10 GAUGE MIN. H. 1 PH.2 PH OCONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 54. 1 COVER PER STD. DWG ON 8HT.14 48" DIA. PRECAST CONCRETE OCONSTRUCT MANHOLE PER CITY OF FONTANA STD. EACH EACH 40/ V DETAIL 112 CONSTRUCT THRUST BLOCK PER PER EACH to OHOUSE CONSTRUCT 4" EXTRA STRENGTH V.C.P. LATERALS PER CITY OF FONTANA L. F. 1 1 CONSTRUCT AIR RELEASE AND VACUUM EACH 1 N STANDARD DETAIL 125 VALVE ASMBL' Y PER DET. SHT. 13 814 --- 5A 0 CONSTRUCT TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BOUNDARY EACH 1 PER CITY OF FONTANA STD. DETAIL 128 CONSTRUCT 8" PLUG PER STD. EACH 1 W 7 REMOVE TEMPORARY TERMINAL CLEANOUTF AT PHASE BOUNDARY AND JOIN EACH VA I 8 O CONST. SEWER MAIN CONC. ENCASEM'T. L F 12 ai, PER DETAIL ONSHT. 1 . . ON SHEET NO. 14. WATER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES QUANTITIES NO DESCRIPTION UNIT H.1 PH.2 PH. CONSTRUCT 8" I.D. STEEL PIPE. CML L . F . q . 6 84=1 .9 8 C. 10 GAUGE MIN. OCONSTRUCT 8" GATE VALVE WITH EACH 1 COVER PER STD. DWG ON 8HT.14 d ® CONSTRUCT 8" X 8" TEE EACH V 1 CONSTRUCT THRUST BLOCK PER PER EACH 1 STD. DRAWING ON SHT . 13 1 1 CONSTRUCT AIR RELEASE AND VACUUM EACH 1 N VALVE ASMBL' Y PER DET. SHT. 13 814 1 CONSTRUCT 8" PLUG PER STD. EACH 1 W DRAWING ON SHT . 14 CONSRUCT 1 " SERVICE LINE PER DET. EACHit ON SHEET NO. 14. U, N O CONST. 6" FIRE HYDRANT PER EACH 2 STD. ON SHT . 13. ©CONST. 1 8" BLOW -OFF PER EACH 1 1 DETAIL ON SHT. 14. LM 0 ®11