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HomeMy WebLinkAboutWTR2702953.29A g C D E F G H J K M N 0 P co NETTING O LO -� N B ASPHALT ROAD 10 I\ CV FILL c4a FINISHED GRADE D NETTING STRCTURE BELLOW GRADE ► NETTING EL=86.67 I NETTING POLE TYP. © EDGE B ASPHALT ROAD , NETTING POLE 1 J J OF BLDG. NEW BUILDING NETTING - c48 POLE Q J CORNERS POLE w C o } N m F/F EL=87.00 0 `L 90 G 90 0 9 90 0 2 CONC SLAB w FINISHED GRADE Y J U c49 ON GRADE FINISHED GRADE � Q m U Q m 0 N o O0 y L- Y 6' C CART PATH Q o EX. GRADE 48 m m C CART PATH �OQ 80 80 g 80 80 EX. POND BOTTOM_ MAX EL= 74.5f ---------- - - 12 WATER �------------•-- --- --- i „ --------- 8 SANITARY. ------ c0 WELL #12 ( l ---------------- I N SEWER WHEEL STOP - r J it 18 STORM PIPE TO STMH #2 J 12 W TER N , „ PIPE 11 � '---------- WELL EX. GRADE 18 STORM STMH #3_ _ 70 770 16 W� TER 1 RETAINING 70 70 POND BOTTOM EL=70.W 1 RIM=85.52 Ln WELL #17 C44 WALL C29 18 WATER 15" STORM o VAULT COld00 rn o co o BCW LINE PIPE TO STMH #4 edC26 0Ln ` o; O � 65 0+00 0+50 1 +00 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 1 „= 5, ROAD CARTH PATH 1 �, _ 5, 1 STH FAIRWAY SECTION AND ROAD NOTES: 6 1 „_20, SECTION A 1„-20 B _ SECTION 1 REFERENCE SHEETS N1, N2, N3. 6 O C42 C42 i 70.00' VC I I I I L40 0.i I I 50.00 VC 30.00 VC 0� Ln o O co u7 co � 20.00' :V:C] 95 95 L °' 5 K 1 r o �� + +�� CO+0 co �0 M0 5 (g - g) �00 �w w� +� �� +4 w 2 1 U w U w � 00 0 U 90 i I U U w cn U U>� m U w 0> w w w 90 96.00 VC > m w > m W �'' m w > °� > U LOW POINT ELEV = 76.00 m °° °° > �`' U m > �'' LOW POINT STA = 12+55.19 __-_ O 4,10, _56 50 �`' m w °' PVI STA 13+03.19 LC) -2.007 2 I- - 6------,-���--- - 85 85 oo PVI ELEV = 76.00 "� 1,23% - 0� - O----r--- -\ ------------- ---- / + co A. D. - - 4.50 w 4.5 /O ----- 4 4 cv K = 21.33 > ------ HIGH I50TIRfi ELEV = 86.40 > w HIGH POINT STA 17+04.69 LOW POINT ELEV = 83.77 w HIGH POINT ELEV 86.17 chi > w HIGH POINT STA = 15+53.35 LOW POINT ��'EV = 84.80 PVI STA 17+07.69 LOW POINT STA = 18+04.55 80 80 > m PVI STA = 15+39.89 LOW e�fi' STA 16+40.74 PVI ELEV 86.88 PVI STA = 17+51.94 PVI STA = 18+09.87 °° O PVI ELEV==-8€�6----------------------------- -PVI STA 16+49.50 A.D. = -9.78 PVI ELEV = 84.39 PVI ELEV = 83.68 K = -4.09 A.D. _ 4.39 A.D. = 5.25 ----A. - 6.50 PVI ELEV = 84.46 K = 6.83 = 3.81 _---------------------------------------------------------------------'----- ---- A.D. - - __- K K = -10.77 A.D. = 6.16 75 75 K = 8.12 3 3 70 r0 cn o co �n Ln Ln u7 N o , ,� 0 6, 70 O d 17 CD (0 I� CO OJ p d 00 to f� 0) (0 CC)N O 0 d N u • to O u7 c} M 00 p p i r- N t� d- �n � 7 � d- d- pp 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 V m `� CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 2 information contained in addenda, change orders, or VERTICAL CURVE DATA other available construction information, and information provided by the Contractor, and by others. HDR has not DE TAIL =2953 E verified the accuracy or completeness of the information 1 „=5' DE 1 AIL 1 provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this C45 C46 information shall be solely responsible to verify any and o all information represented herein prior to any such use 1 =20 of the information. 0 c> w SURVEYED: - SCALE: AS SHOWN c: Try D r� �T '- C I CITY O F R E N 1 O DATE: OCTOBER, 2003 1 DESIGNED: J.E. VERTICAL. NAVD 1988 Plannin Buildin Public Works Dept. ECONOMIC AND ENGINEERING g/ g/ p DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT No. 3-01-358 ' CHECKED: G.P. Consultants SERVICES, INC. AT FULL SCALE TH STREET, SUITE 1110 MAPLEWOOD REVISION No. APPRovED: 1090o NE 4 s WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 2 2 RECORD DRAWINGS RB 1/06 GP DATUM a IF NOT ONE INCH.. Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA ROAD SECTIONS/DETAILS SHT N0. 1 ISSUED FOR CONSTRUCTION RB 10/03 GP SCALE ACCORDINGLY DWG NO. C47 W No. REVISION BY DATE APPR J A B C _jGANNEU OCT 2