Loading...
HomeMy WebLinkAboutWWP2703814.9W 0 O U w J LL 0 W z c� Ld 0 O U a 0 J W LL a a� V 12 a CD N M E i- a� 0 0 3 0 cn 00 a s d' 00 405 1 400 a 0 N R CONTRACTOR TO CUT INTO EXISTING SEWER AND INSTALL NEW SADDLE MANHOLE. CONTRACTOR TO VERIFY EXISTING 0 10 20 40 INVERT PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF CONFLICT EXISTS. CO pd A� 0+72 3 100 3 345 -L-38' RIM=386.60 IE=380.60 SLOPE-7: " O I i rf-W tQi C)g E Lo( 7 001 Or a 881"2 I V; 9 i I r e I € " r r e iCj c A " r � i A LO r O r r I " r € ' r32 .`.00 a; Go bi SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 12" STORM e 5 C14 ASBUILT SEWER PLAN AND PROFILE FOR COPPERWOOD PTN OF THE NW1/4, OF THE SE1/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON A CO CO CO 386 � 4 �FV �'F 2+45 * 2+91 0 CO 1 +90, 2 L=38' 41 L=38' 387.10 L=38 387.60 387.30 1 +06 RIM=386.90 "RIM=387.60 RIM=387.30 L=38' IE=381.10 IE=382.95 IE=382.70 SLOPE0A IES SLOPE=V ES RIM=386.90 SLOPE=7.3% IE=380.90 SLOPE = 7.3% a1.8" FOR a • o " 400 LF 8" PVC I GRAHM AVE BE 8" WATER N d o d a * NOTE: SEE DETAIL SHEET 32 FOR CROSSING OF STORM WITH SEWER STUB FOR LOTS 37, 40, 41, 42 AND BERGQUIST PROPERTY 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE 0 MAIN PIPE# 1 LENGTH & SLOPE IE 0 BEND PIPE#2 LENGTH & SLOPE IE 0 LOT BERGQUIST 380.16 8 LF 0 24.41 % 382.11 30 LF 0 2.00% 382.70 37 379.70 8 LF 0 27.03% 381.86 30 LF 0 2.00% 382.45 40 379.13 8 LF 0 32.20% 381.84 30 LF 0 2.00% 382.40 41 378.88 8 LF 0 38.74% 382.12 1 30 LF 0 2.00% 382.70 42 378.55 8 LF 0 44.72% 382.37 1 30 LF 0 2.00% 382.95 V 1 11..1 I 1 cRosswm ®IE 12" SD=384.23 T/P 8" SS=380.09 0 IE 12" SD=381.37 T/P 8" SS=378.60 ©IE 12" SD=381.83 T/P 8" SS=378.28 S=38141 0 NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2, MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES, IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. 4_ SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 ...� �- CO CO 0+69 e� 1 +1-5 2� L=46' " �8'........29... L=46' 386.60 RIM=386.60 386.60 RIM=386.60 IE=380.60 IE=380.60 SLOPE=6.2% SLOPE=5.7% 23+00 VERTICAL DATUM �� VERTI CITY OF RENTON CITY OF RENTON, NAVD 88 pEPARTMENT ®F PUSL_IC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY DATE CONIC MONUMENT W/BRASS NAIL SET 0.65' BELOW GRADE APPROVED BY DATE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL=391.016 (JUNE 2012) APPROVED BY DATE p O � o CO 30 L +46' 2015 387:tU"".RIM.=387.10 387.40 L=46' IE=381.10 RIM=387.40 SLOPE=6.2% IE=381.40 SLOPE =6.4% j BEARING PAD ELEVATION (TYP.) 4 REVISED WALL AT BACK OF LOTS 1 1-18 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NO. REVISION SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 32. *OFFSITE PROPERTY TO BE U PROVIDED SEWER SERVICE CO CO CIO 40 3+4037 ... 0+47 i`^'•' : �^,n^� 1 +63 387.10 L=38' 387.60 L=38'...... c:`'�%`'� L=38' RIM=387.10 RIM=387,60 . .......... wh RIM=387.70 IE=382.40 IE=382.45 IE=382.70 SLOPE=VARIE SLOPE=VARIEf SLOPE=VARIES O ■ ICU v v d 1" STOR0119-m a 4 4" SdOR ! W O 2 n v..._.. __ _..__. �. m� ■co �" � V 79 `LF 8" PVC C0 I W ■W L' ----- �. W Q ■Z . J p v p p o ■ / CO 0+ 15 CID•CO `• L=46' 32 2++64 33 2+64 ' ` ..• 3 � 35 RIM=387.40 0+74 36 VHF C® , 387.40 L=46' 387.30....:.::-1=46' 387.20 3+69 - 387.40 IE=381.40 L=46' 388.00 RIM=387.40 RIM=387.30 L=46' SLOPE=3.6% RIM=388.00 IE=381.40 IE=381.30 RIM=387.20 IE=382.00 SLOPE=5.8% SLOPE=5.0% IE=381.20 SLOPE=4.3% SLOPE=3.7% SURVEYED: BCE BJT 7/9/15 BJT DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT °�j� BJT 1 / 15/ 15 BJT I CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: HORIZ.: 1 "=20' VERT.: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FVA%ED - • • CITY OF RENTON Plonning/Building/Public Works Dept. i 1 23 p �� F F01 T NA L ECG\ 3/8/1!0 to �- z ® tin W a J Q z LL- W Q CN CD (V 00 Lx Z(ND 00 r-z 00 W CN W 3: U-) Ln z LO -�alL n �. W } W 00 Lu J Y .�.� U (N J z z +� s� I S' PER AS -BOIL T rTr- vl SIONS 3/8/16 8 ° coN ASBUILT SEWER PLAN AND PROFILE DATE:3/8/16 COPPERWOOD FIELDBOOK: PAGE: QUADRANT HOMES DRAWING N0: 14725 SE 36TH ST. SUITE 200 BELLEVUE, WA WW6 SHEET:29 OF: z 15- = C m 1 )2 m Z m m O D D n 0 � D .hJ � D O ~ c nn e z A cr, • O CD p z C ti D O z n it Uz m m m O D C� O o� t=i w 77 � b�0 N O (D � � d I N ®ra � nr y 00 l'-" D m n 0 C3 ;D°o D oc Cc ccn -u D ;mZ ..ten �����wmmm MCA