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HomeMy WebLinkAboutWWP2703804.2Li Q z U w 0 w Q w J L� O 00 0 I CL SSCO ` RIM=461.08' 5 IE=456.72' I 31.8' LT TOP OF PUNCH IN PLUG CONCRETE MONI CASE 1 N = 169,032.05 I SSCO RIM=457.61' SSCO RIM=460.05' IE=456.69' I f I 30.8' LT RIM= sco.28' IE=460.10' 25.6' LT- SSCO I , Y RIM=463.05' I IE=459.66' - _ - �I 37.7' LT E 1,303,127.20 o E EV = 461.80 AVD 88 Z 0 IE=453.99'- 30.3' LT } , V JoW RECONNECT EX/ST/NNN�LDE I - nSEWER ( SEE CONSTRUCTION—M 1#2� Lij X \ NOTES ON SHT 3) _ _ _ _ - - SANITARYSEWER 5 0 W �� H #,I-- 312 LF 8" PVC O J _T SE 165TH ST 0 r zzz w \� _ � --7— — - v J TOP BRASS DISC CONCRETE MON IN CASE I s� I / / o N = 169,018.52 E = 1,302,677.13 ELEV = 453.06 NAVD 88 �� � ss --� --_�� \ -- RIM= 63 95O' SSCO IE=459.70' RIM=463.78' 20.1' RT IE=459.23' SSCO T SSCO 20.1' RT Z RIM=459.32' I E=455.17' RIM=461.57' I E=456.84' 21.3' RT 21.4' RT Q W I �y /w rr U) L J I T rLu V J WORKING HOURS: PER SPECIAL PROVISIONS 1-08.0(2), THE NORMAL WORKING HOURS FOR THIS CONTRACT SHALL BE MONDA Y THRU FRIDA Y, 7."00 A. M. TO 4: 00 P. M. ........ .....- ........... ....... ...... ........... .... ......... .... ...... ....... .... ......... ..... ....... ...... .. ......... . ...... ..... w ....... ALL EXISTING UTILITYLOCAT/ONSAREAPPROXIMATE CD (SEE NOTE 2 OF "CONSTRUCTION NOTES" ON SHEET 3 �: �. caw �w z0 z0 ........................................ 465 � .......... w. ................... ....... Q � ..................................................� �- > �. .cn r .... 465 ....... . I— w Q CDw xw xw w cn w cn �w : Q �' �� w C) CD CD ROAQWAY x w w cn 460 o x w Q.. CD I' I v > EXISTING � �......... °... 460............. cn �. .Q_ .�. .w�. > W� (� N W. CD C^ zU X w w ! z z 0 0u �> z � 1= I= z F= > x w 1= . 455 x X cn . w cn MH #� 455 w.Q wv .............................. N 169,023.69 E 1, 303, 042. 06 @ 31% INSTALL NEW 48" MH 312 LF OF 8,1 PVC RIM= 463.55 450 1E 8" ...55. 77 450 0 1E 6" E = 455.85 MANHOLE #> CONSTRUCT/ON SEQUENCE. 1) EXCAVATE, TO LOCATE EX/STING SANITARY 445 AND STORM SEWERS AT PROPOSED ....... ..... ... ........ ....................... .... ............ 44 ......... ....... ......... . ............. ....... ............. MH # ....... L OCA TIO�N( :OF MANHOLE. 2)�i�!-A f9AA//ter rV/C�T[� 14//TI / CONNECT Z O E 1, 302, 725.89 „ INSTALL NEW 48" MH EXIST 8 ............. RIM= 453.58 WITH 8 x 8 WYE ....... DETAI-E SHEET-3). ...... .................. ........ ... ..................... ....... ................................ /E - 445.58+ lE 8" W = 445.73 3 /F MANHOLE CAN NOT BE INSTALLED ON ) 1E 8" NE = 445.90 (PLUGGED) EXISTING SEWER, THEN LOCATE EXISTING lE 8" E = 445.80 WATER AND GAS UTILITIES TO THE EAST (SEE MH #1 CONNECTION AND INSTALL MANHOLE #1 PER OPTION B DETAIL, SHEET 3) AT LOCATION TO BE APPROVED B:Y ............. ........... . .......... .... ......... ......... ......... ... ...... . OWNER. 4) INSTALL REMAINING 8- PVC AS DESIGNED AS -BUILT S E P T E M B E R 2 015 SURVEYED Stantec SCALE DATE APR 2015 HORIZONTAL: "-20' AD 119 3/1991 /1 CITY O F AS -BUILT INFORMATION PROVIDED BY LANKTREE LAND SURVEYING INC. DRAWN: MAB RENT 0 N SE 165th STREET PAGE OOK: PAGE: DRAWN: 1 MAB AS -BUILT MAB 11/15 CHECKED: ONE INCH De t. SANITARY SEWER EXTENSION DRAWING NO: s-2 DMC AT FULL SCALE Planning/Building/Public Works P IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 2 3 LH 3eo402., I m Y/ E� Z to C Emm I m- a) Nz m m m 0 D D n 0 mp I �0 I°C-) mcn ;m I � . ID m I zm IC i m0 37 m m- ° Con K N2 z cn 0 D m Z 0 C 9 m m CA tTi tTj y CD 0 N � a CD 1 W � O cn 0 z T c 4 mp m °c D C an m4