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S-91-6.6
n z W b' v Z g 3 u 5� i WESTBLU PUMP PUMP STA. \ P N 4 4y N \ \ / n N� 10 H#1 3 MH 14 / xOp \ 3R o ?, \ ss• 1 CANYON DR. 10 +46.05 S- \ \ S °o \ `O INT. SD &SEWER o o �4b �j a. 51.53 TOP SD '` x a ^' � 50.33 INV. 6�' -A y 46.53 TOP SEWER s 13 +11.33 INT. SD &SE WER '�s• 1 30.21 TOP SD \ \ 29.00 INV. s`o 27.43 TOP SEWER ..0 13 +45.36 S- C.L._MH 13 16 +25.52 S- C.L. MH#12 21.7 NG o \SF ;2 N 1$: ^o \ 2\ 4.g3 �\ 2525 6 34 +09.81 =18 +94.45 S 1 / / C.L. MH #10 O ^yo 20.0 NG oti qoo 85.45' 0 q7 Z co j W M _O O + co 0 n S '10'04" E ,. 0.010 55 35+23.81 - END OF 15" VCP N 4069.76 SEWER E 1000.48 18.4 NG 9.54 INV. v2 °z 78X8 rnn _ ^ _�� 1 1>>5�561 J \ 33 +20.36 C.L. MH 4 23.3 NG I PARK SITE--, / �<v" 4 \ / 24 +14- p N OC.L. MH 6 + 40.7 NG _ Z N r 27 +61.54- 3 42.8 NG Sao °y° X .iSSR SSR 3 yk c,,��' 3° 1 " eo h °. 30 +22.04- / C.L MH C 35.3 NG n c9 ZA G \ \ \ \ \ \ \ all PRESIDENT P•P- PUMP STA. EXIST. MH FUTURE MH 65.80 INV. FUTURE GRAVITY LINE p 11 +31.33 = 62.5 FG 58.91 INV. SEWER o X 57.86 TOP 30 o' W 54.36 INV. H 11 +51.08- O C . MH #2 EX. 42" SO 62.3 NG ti o %1�7� _ 343.00' S 38'27'363363*EE N. i i 10+21.41 - C.L. MH #1 3 ]� ±72.6 NG �g NP, �. 6 ti2 �� R Q r'o. \ s� �.�. \ Q F 0 C 1 <o NA \ \ \ \ 1 3 l 1 O 10 1 O 16 +88.67- � - - / / 3 C.L M H#4 53.45 G o - y z 20+67 - C.L MH 3 44.-8 NG 45.8 NG 14+79.60 - C.L.MH3 3 =n � .� N O / .a R6. • °R \ \ / MH #1 "',.4062.1T E4 1101.26 Q N 4057.30 N E 2962.59 MH #2 N 4027.81 N E 2836.32 MH #3 N 3720.35 N E E 2720.58 MH #4 N 3560.59 E E 2585.72 MH #5 N 3562.15 E 2207.40 MH#6 N 3833.86 E 1991.58 MH #7 N 4023.01 E 1700.02 MH #8 N 4020.42 NG ELEVATION E 1439.53 MH #9 N 4043.47 o E 1142.10 \\\ / CONSTRUCTION NOTES. CONSTRUCT 12" V.C.P. SEWER �2 INSTALL 15" V.C.P. SEWER ® S =0.010 AND PLUG �3 CONSTRUCT 48" I.D.MANHOLE PER CMSD STD. S -100 ® CONSTRUCT 48" I.D. DROP MANHOLE PER CMSD STD. S -100, S -102 O5 CONSTRUCT 24" STEEL CASING. © CONSTRUCT ANCHOR BLOCK PER CMSD STD. S -108. MH #10 N 4123.06 >A� LNG 1 NEE✓# N W V) O M \ C QUANTITIES E 1101.26 MH #11 ELIMINATED MH #12 N 4381.59 E 1027.21 MH #13 N 4661.74 E 1030.00 MH #14 N E 5666.65 i 647.68 ± N 4966.90 10 X EA. E 1045.64 >A� LNG 1 NEE✓# N W V) O M \ C QUANTITIES uw m Z w N U c O� 2 �a O E- 3,235 �.F. 1-4 O P 112 L.F. ��S103� *S� 10 X EA. 3 ,2' EA. 40 �ff L.F. 2 EA. NOTES E--4 1. MANHOLE RIM ELEVATION HAS TO BE 1' ABOVE o= W NG ELEVATION EXCEPT MANHOLES #1 AND #14 " AS BUILT 0 REVISED 07/05/91 REVISED 06/24/91 03/20/92 WON Kim go ro ham z I a W w 1 OF 1 E- 0 1-4 E--4 rn U o= W '-' a E-a o m O Z U (� Q 0 z I a W w 1 OF 1