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HomeMy WebLinkAboutWTR2702160.70 o+ o + Q 00 Q w v� U J � U W w O � O O O 0) PO N + O V W U U m > ::12. 0z LOW POINT ELEV = 402.83 LOW POINT STA = 1 +46.38 PVI STA = 1 +80 PVI ELEV = 401.99 l-- 100.00' VC — - 12 " - - 18" P T101 8" GATE VALE 8x8x8 TEE j $ L- DATUM I LEV 390. 0 N � O 0000 Ln O 0O Oco NO It d' It -.I- DATUM ELEV 1 +00 log U U W N U 00 CL O 06 00 N CD 00 rn w W % W W w J w O cp —J W J W rl- r7 � 00 N N Q (n Q (~ Q V PVI STA = 3+30 PVI ELEV = 417.30 ice® 80.00' VC —�- O O + U U N LJ N U O © m m + N O (!i Ld *0 cp > C) W Lv �4� ,t�� 6"� SS 18' MIN. SEPARAl10NI 6"7 - STA: 4+41.20 ELEV: 423.97 ROW EDGE / LOT 55 2: 11 SLOPE ��O�4+05 DEG ELBOW ---- � � 420 18" MIN. ARA11ON 0600 SS 6" SS VERTICAL- SCA—E: O 00 LC) N � L( T- C14 O 0 O D O, 2+00 3+00 S.E,� 10 1st SEE PLAN 410 I-- ----- t --1 400 7-5 O O �D N d mot' SHEET of EXISTING GROUND 3' MIN. COVER (TYp.) w CD w PROPOSED 97TH PROFILE u ' MIN. COVER g D.I. WATER NOTE: SEE SHEET OF FOR WATER PROFILE CONTINUATION ------------------------ ---------- 315 - ------ -------- I ------ ------------- I ------- -- --- - -- 1 295 NOTE: PROVIDE PIPE ANCHORS AS SHOWN SEE DETAIL ON SHEET 26 (SEWER NOTES) PIPE BETWEEN ANCHORS SHALL BE RESTRAINED JOINT DUCTILE IRON. ____-------_----------- -- - --- PROVIDE CLAY CHECK DAMS ON 40' MAX. SPACING. CHECK DAMS TO EXTEND ONE FOOT MINIMUM BELOW PIPE TO SURFACE AND BE FULL TRENCH WIDTH. c- w O 3' MI�l. _ ?VER Lc)tT��'P )J --------------------- -I--------- ---- ---------I------ ----- -- ---------I------------------- ----1 275 ---I- I - - I - _ --1 255 235 215 Wm2 160 --- --- ------ --- --------------- ----- - - --- - ----- -------------- ------- - - ------------------ ---- ------ FET SEE PLAN SH7 --of 0 0 0 VERT�CAL SCALE: 1"�10' EXISTING PAVEMENT VERTICAL CROSS FIRE HYDRANT I EXISTING PAVEMENT PROVIDE 1 @ 22.5 DEG BEND (MJx J) 3' MIN. F R DIRECTIONAL CHANGE ---------------------- -PRO-VID-E I-- 45-DEG -- N{3--{MAMJ FOR SLOPE CHANGE I PROVIDE THRUST BLOCS AT EACH BEND I -------- ---- _ 1 185.00 00 00 O Q0 Lc) Cn In 00 d m 00 N 00 Ln 00 r- rq N N 0) O p) p') O N N � 00 N N O O O N N N N N N N N �7 N r- � N N N � 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 HEM/L�S ELBOW TO S. E. 97TH 2 PER CITY REDLINES 1 PER CITY REDLINES w Ta i*,r- ale ap N0. REVISION 'Zcc0r tAVVWe 1;;K- �Q OPoE� W. qsF� 28477 p ss��Na .. •� . `�- Zo'gy EXPIRES 5- 13- 95 Cn CITY CIF' FZEN'T'(:DN DEPARTMENT OF PUBLIC WORKS I I WA TER PROFILES HONEY CREEK RIDGE DESIGNED: D WC DATE: 6- 1- 94 FILE NAME: WWJ D WC 7-20- 94 DRAWN: WWJ CHECKED: WDC SCALE: 1 "=40' vERT. 1 "=5' WWI p WC J 4/12/94 / BY APPR. DATE APPROVED: SHEET: J 3 OF: 45 DIRECTOR OF PUBLIC WORKS