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HomeMy WebLinkAboutzS-0458SetGRAJPHIC SCALE 100 0 50 100 zoo 400 52 A = 35 °45'3' R = 203,73' (IN FUT) A = 30*32'1' L = 127.12 1 inch = 100 ft. R = 138.63' 15, A = 20` R =384 L = 137, R = 88.13' L = 61,19' N.E. COR. LOT 47 PLAT OF VICTORIA HILLS, LINE — DIRECTI ❑N DISTANCE Ll S 79 °54'15' W 36.82' L2 S 74 °23'43" W 53,27' L3 S 15 °40'05' E 119,94' L4 S 77 °29'01' W 133,05'± L5 S 24 °31'09' E 103.86' L6 S 26 °43'10' E 95,02'± _ —� L7 N 71'43'25' W 55,51' L8 S 02 °22'16' W 20,51' L9 N 39 °24'03' W 28,50' L10 N 61 °34'53' W 122.70'± L11 N ' 75 °32'36' E 29.78' L12 N 27 °51'18' W 73.71'± L13 N 76 °04'06' W 71,65' L14 N 33 °06'26' W 103.24' L15 S 74 °33'07' W 10.76'± RECORDER'S CERTIFICATE . ............................... CURVE RADIUS LENGTH DELTA C1 400,00' 90,00' 12 °53'30' C2 138,63' 43.64' 18_ °02'10' C3 203.73' 83.59' 23 030'27' C4 47,00' 85.76' 104 °32`49' C5 47.00' 14.67' 17 °52'41' C6 480.00' 40,26' 04 048'22' C7 240.00' 76.90' 18 °21'26° C8 50,00' 36,45' 41 °46'19' C9 100,00' 113.32' 64 °5539' CIO 100,00' 512,82' 53 010'58' C11 129,43' 186.38' 76 °35'20' C12 100.00' 128,85' 73 °49'42' C13 100,00' 24,97' 14°18'26' C14 50.00' 80.00' 91 040141' SURVEYOR'S CERTIFICATE Filed for record this......... day of ............ 19 ...... at ........ M This map correctly represents a survey made by in book .................. of ......... at page ........... .at the request of me or under my direction in conformance with the requirements of the Survey Recording Act at the ................ Surveyor "s'Nam"o.................. request of ............................... in...............19..... .................................... .............. ............................... Supt. of Records .............. ............................... Certificate No... �3..r�...... i [ 1 -2� i 1 9 -17 1 -1 -11— -1-1/ 1 -// / Q � L-,- Te�l.l OU-5 I s�Y DAT . r, F1L Fe V I GTO f2 1 A `� 1� 1-I ✓ 3, 4 8,4>/; la, Il IG 13,14. i1 GM4 -1'S 1 1, 12,14—, Iii, I 4 12 0, 1-7, 1O 14— t l_ "_ NA W 41 to 5HT $ . zom � Z �F� Ez9 - Z O' 4 z 0 t .. 1. JOB NO. 87083 DATE 2/88 M 7'f S EwE E� O nJC L - SCALE 1 =100 DESIGN AL RK DRAWN SK CHECKED AL APPROVED . SHEET I OF 54 '/AA i.H. C, . rt' 12 "cnNC FOt�EJD P� J P� PEE, ;GN INT = 0 +73.90 (PUGET DR.) = 19 +18.34 (VICTORIA c" 7 Q 8 i O C3 b NORTH � p0 /• gx 2x00 %A- i UTILITY E SEMENT I i .%2� A 9• ,N29a �� I 1 5gj 6 SS 16 +10 — 71LT SMH# 4 a0 � �� SGQ F��� EXIST { 4,bp "E 1115 " A /vi 6 ❑LYPELINE GENERAL NOTES: 1,) All sewer pipe shall be ASTM D3034 (SDP,- -35) 6" or 8" and shall be installed per APWA Standard Specifications parts 60 -63, 66 and 68, except class 50 ductile iron pipe shall be required on grades in excess of 15% or as shown. 2.) All manholes shall be APWA Standard Plan 34, 48 inch N�29c�p' diameter with eccentric cone. 3.) All manholes shall be channeled smoothly and such that 0.10 foot drop is noticed through each manhole. -- 4.) All manhole lids shall be adjusted to finished grade including paved areas and flush with backfill in areas without paving. i 5�1= Ci I� G1 5.) All. side services shall be 6 inch PVC pipe - except -- -- - - - -- ��.:. where side sewer is not separated by at least 3 feet vertical and horizontal from water main. This will require Ductile Iron Pipe for at least 10 feet either 4OM side of the water main. 6.) All side services shall be extended to the building NOTE: pads at a minimum slope of 2 %. Energy dissipater manholes are required for steep slopes (over LSX). 7.) ALL side services shall be marked with 2 "x4" burned at the end of the side service extending from the E,%i I V �T 11i1 ' W w u� 1 J I d 4 X4 X1064_. sewer invert to 3 feet above finished ground level. WIME MESH Each market s hall be wrapped with 10 gauge locater -- - O2" •v¢ PIPE Fit. LEO 8.) CONC. (' ..._� __.__....._.. ......_....._.�..,.... ..a.e_......_e.. : MA I �11 SELJE� U IJ L �) or as approved by the City of Renton. atER � y L 9.) All manhole connections to be manufactured knockouts At } . 1= lrrPl p1vE -�-- — POPE our 11.) T.V. Inspection of sewer shall. be made prior to acceptance. CL 4 COHC, SECrI O►.l TYPICAL INT = 0 +73.90 (PUGET DR.) = 19 +18.34 (VICTORIA c" 7 Q 8 i O C3 b NORTH � p0 /• gx 2x00 %A- i UTILITY E SEMENT I i .%2� A 9• ,N29a �� I 1 5gj 6 SS 16 +10 — 71LT SMH# 4 a0 � �� SGQ F��� EXIST { 4,bp "E 1115 " A /vi 6 ❑LYPELINE GENERAL NOTES: 1,) All sewer pipe shall be ASTM D3034 (SDP,- -35) 6" or 8" and shall be installed per APWA Standard Specifications parts 60 -63, 66 and 68, except class 50 ductile iron pipe shall be required on grades in excess of 15% or as shown. 2.) All manholes shall be APWA Standard Plan 34, 48 inch N�29c�p' diameter with eccentric cone. 3.) All manholes shall be channeled smoothly and such that 0.10 foot drop is noticed through each manhole. -- 4.) All manhole lids shall be adjusted to finished grade including paved areas and flush with backfill in areas without paving. i 5�1= Ci I� G1 5.) All. side services shall be 6 inch PVC pipe - except -- -- - - - -- ��.:. where side sewer is not separated by at least 3 feet vertical and horizontal from water main. This will require Ductile Iron Pipe for at least 10 feet either 4OM side of the water main. 6.) All side services shall be extended to the building NOTE: pads at a minimum slope of 2 %. Energy dissipater manholes are required for steep slopes (over LSX). 7.) ALL side services shall be marked with 2 "x4" burned at the end of the side service extending from the E,%i I V �T 11i1 ' W w u� 1 J I d Z �i U1 H � r-a p Q � a P4 r�� x be- Cd le- ,°00 004 4a z U � I n !a v W� JOB NO. 87083 DATE 3/88 SCALE 1 =20 DLMGNED AL /RB DRAWN SK MEMO AL APPROVED . 3fllST 2 OF sewer invert to 3 feet above finished ground level. Each market s hall be wrapped with 10 gauge locater y•��. 1 wire below the finished ground surface. 8.) All connections to manholes will be made with couplings (' ..._� __.__....._.. ......_....._.�..,.... ..a.e_......_e.. : MA I �11 SELJE� U IJ L �) or as approved by the City of Renton. atER � y L 9.) All manhole connections to be manufactured knockouts At } /1 Z 9U 10.) or core drilled. Bedding shall be Pea gravel 6" over and under pipe. r 11.) T.V. Inspection of sewer shall. be made prior to acceptance. Z �i U1 H � r-a p Q � a P4 r�� x be- Cd le- ,°00 004 4a z U � I n !a v W� JOB NO. 87083 DATE 3/88 SCALE 1 =20 DLMGNED AL /RB DRAWN SK MEMO AL APPROVED . 3fllST 2 OF NORTH /gxp0 16' DIA OIL-- C PIPELINE - I 60" DIA SEATTLE WATER A N 0° * CO '� e0 Z / N 0 O oN C I Q�c� J 9 a o n r G N a�E r � � \ / 1 / v Ln sG° U 1� E°+ o. / to �, PRIG STA 11 +25 - 15'LT I �J} ° ° 2�2 LF 8 SMH# 5 I SC ° 16" DIA OLYMPIC PIPELINE 251 NOTE: r °r NOTE: The depths shown for 60" water Line and LV petroleum pipeline are only estimations. Contractor shall field verify Location Energy dissipator manholes are required for steep slopes and depth of pipeline prior co any construction within (over 15`.). existing pipeline easements. Contractor shall .iocif,. City J {�pnF S�� T of Sea ctie Water Depc. and Olympic Pipeline Co. (FN. 266 - �.,.J 5� 1 � 8880) prior to any construction in this location. SSE SHEET )4 701 NO.87088 DATE 3/88 SCALE 1_20 J vr,)La DESIGNED AL CHECKED AL anu_ APPROVED . SID;ST 3 OF 14 wil 0 11014o'spro wA R Z r_ Z rn X11, M r� L N rtA°e� LiNc SEE 5N°r, 3 N1 343 pp s NOTE: sloPes Energy dissipatox manholes are required for steep (over 15 %). �D 2 1 920E I L � -i°T', '� � i 'eoe--- 106 • °xi.scing pipeline easemencs. �oncractor snati nociry . tuicy of Seactle `dater Dept. and Olympic Pipeline Co. (PH. 266 8880) prior to any construction in this location. FDPANNSK AS OU r m A F! S �wEiZ D (Ii DAB Z. _ 90_ ..... a SHEET 4, OF 14- z_ �N, ORTH � r 13 +00 NO'T'E The depths shown for 60" water line ano 16" petroleum pipeline �2 +00 -'~ -- -- H--1 are only estimations. Contractor shall field verify ' and depth of pipeline prior to any construction within existing pipeline easements. Contractor shall notify City Pipeline Go. (PH. 266 - of Seattle Water Dept. and Olympic /'�� 8880) prior to any construction in this location. l/ !4 1�Xp0 V W O 60" DIA SCATT ATERMAIN ., a� I 1 ° ' °° 1 b� A SC[] ® . i� �0 a a Ill = TA 8 +30 - 8'LT Z Mxa MH# 10 Soo H Cos z i STA 8 +80 8'LT �, -� E-4 Vi" S M H # 9 4+00 � 3 0' R T l I y lc•4 _ Mff1 �i �r Q� SMH# 12 1`1�5}00 �Q /f '1/ n o 6 _ \/ LA 0p z5' 6„ SS SCD +06 �5 N,4 13o w NI 6x65 0 21, 9k�0 4 LF I 61 Z L 3' 6�gj�E 6 +0 w OorJ 5 L) � Ic a r� �C %D/� q \ e ® H ® 9 11 1 STA 7+06 8 LT SS 2 pia 0 SS S CD 30 5 �P 0 a/ p ITy F z LL- SC D - / SC �x 00 c'S, FM �T /dad B 01 _ -70 s4 ss sco SSA JOB NO. 87083 DATE 3Z28 SCALPS 1 =20 NOTE: Energy dissipator manholes are required for steep slopes �T �'� �� �`L1� v, DRAYN SK G 1 DESIGNED AL/RK (over 15X). � D ,• /�1aln► SEWER O/Jl� yy r I / _..c -' -_ �Of2 �!\L /F � � SSE r` CHECKED AL �"{i l.� 1 ( �" {... , 3 APPROVED . sum 5 OF 14 l•,�o BENSON ROAD S0. ODY BDY BOY / RIM-297,02 / IE M-281,75- I IELE I 604 WT-Z703 / / IsRH1z soig� PT N 13'46`559' E ®.r �° .�^ ---. \� QG \ C� 12 F '• -^'"_ ' ,`..^"' BDY OD �°�"j ..._/// \ �\ z i 1 , / Pi r ° �2 `�.. •3 -...........�- °RIN= 2B7,50 RIM•305.04- /` \j"� to .....��� Tr niirm2gaaa IE IN•271,92 v r ./ 80Y I I / IE OUT - 282.70 w, °� E OUT•271,79 BDY � Opy RPI- 279.58 g r 1 , �° c' A`O„ °� RIM-R88128 r s E OUi+27 K i -116-27.054 RIM+28425 \ 6 \ 1608 Y 1E 116-26940 \ ' y \ SE IN =273.05 \. / r IE CUT•269.30 \ `• SE OUT-272.98 RIM-302.13 'S S'� �� /, -" 1614 5 { IE i,UT�E6 "� \ IE IN =28849 / .70� _3M1Y NT \ 111 11 @8'!0'23' E �+ . " jC po \ `` 0 \ \ IE OUT-289.33 \ ,or�iy \ 1 OUT - 296619 Rpoe5C,75 !'Q / • IE 1/444543 i RDM26Ap0� `'�- �* 4 °\',x`14 \ 606 \ 1 901447BI 1(`rj� / / V / No IE IH§276.59 4'¢ ;_ / IE WT.24S35 � . I I E 116-246.42 % . � PC� IE OUT= z39i.72 �1 � ►,. .i'- _. IE I UTl 2236A,4 �2 ` " i _ _ I£ 11,••262.40 SOY ! .. �,� , RE D6-241a 4 IE DUI.246.'i0 46 \ �p \ 1 / _ 5026 { i r 0 , /' "£ a i IE DUT= 243,34 i . i X T..?= 248,L' ``` ' 1 \ 5 C �` \�_. o PC Q i r �.'' ! / r. 211 ..riE 1N= 241.87 I 8116-261.94\ $ Z� - _..- / / E II�276.77 / �'' It111 =242. i 1 { 3 IE OUT =24945 \ �- / / IE DUT =27G70 W 5019 i IE OUTWn72 i � - / 8 Pi Vol !�! �, "'- " ".E - 153 iE OUT = ,'.2343 z Y ~ -... ^ r / DY / 5 18 7 j 1621 OD 6 _ BDY / " BDY / / " RIN -2,.042 BOY BOY/ E (AIT -19III 8UT 7 5 .0.7 BDY 1 DOY ODY BDY P7.1 1IORI7 UM BASTING BLBVA0004( DDBSCRIPTION 3 10478.8900 1294. ---- ----------------- - _-'_---•.-_ _•.- 3333 ------ 4 10375.0100 1153.9800 3034 - 0.0000_ VOL --------------------------------- --5 - - 10293.5000 1L90.6500 0.0000 BDY_ -------------------------------------- »___6_- _:4206.3206' _ _1222.8400 0.0000 BDY ___._- _..- 0000__ '-- 7 12043.6800 1245.9S00 0.0000 81YY- ---------.------------------- _ ------------------------------------------------ .0-_ 9930. °600_ --'1291.1000 0.0000 DDY-' ------ 9 -. -- 9866.3100 2 1214 .4000 --- - -- 0.0000__- BDY.,. ----------------- 11 9779 5400- -- 1544.4500 !_--!_0X0000 8DY, ----------------------- I -. - -- ---- - - - - -- 12 9801.2400 1602 1800 0.0000 BDY -_ --- ------ ---- ----- ---- -- -- °- - ---- ------ -- ---- -- 14 9009.2700 1738.1.300 0X0000_, BDY_ - ----------------- ---------------------------- L5 9800..2500 1774.7300 ---0.0000 -- 8Da_- °--------------" 16 10684.7500 i284.6600 C.0000 BDY ------------------ °-_"------------------------------ 17 10681.2900 1214.7500 0.0000 , - -BDY -_ ------------------ °_ °18 - -_ 10837.9400- 1241.9200 0.0000 BDY- - - _- ----------------------------- -----------'----- 19 11168 -.7300 1151.2i00 -_ 0X0000_^ BDY _- _20- _- 11176.6600 _ - 1.311.0200 -! 0.0000 -- BOY__. --------------------------- __- 21 11576.7060 1154.7000 _ 0.0000 DDY - -. - -_ __.._..- _.. - -.'_ 3030__ 23 211512.3100 1275.2800 -- 0.0000 DDY 14 11455.1030 1363.2700 _ 0.0000 - BDY 25- -11009 3300_ - -_3537 4790 3300 0.0000 BDY - -- - 26 ^ 11016 6100 1556 1000 -y- 0.0000 BDY -,_ - - °2"'-- _1,06T6.5600� 1712.5300 0.0000 BDY » - -- ----------------------- -» -2_ --- .0340- 1360_5 - ---- _'0.0000 INT 1600 10416.3600 1565 - -- 0.0000 -- 5000 9999'0300 - - -- - - - - »- 222222 _ »_ - °__... PRC - 1500.2100 »m»» - » ---- Q.A900 SMH1iA 5001 10117.4700 1340-5800 »_ »9200 3099 0.0000 - !- °,- » „__2 »_ -- 1601 10474.0600 »».._ »- »------ „-- -- - - -. -- °--- -- -..-- ».. ».. »»..2 3339 1315.9200 0.0000 PT --------`--------------- 16022 - 10534.3800 1594.2904 0.0000 SMH10 - 5002 10288.5100 -5004 -10 0000- --------- . --------- °- -- - - -. -- 0.00002 SMH11D ]76.8600 3030 »Q - -PC -- 310-6000- 1603 10490.08-0 1 ------------- - - - - -. 3333° -,.- 9.339» -,... - ---- __-- - - - - -• ° -- °1367_1100!2 1393.99 0.0000 PT ------------------------------ -» 2----- 3333 -» ° - -.. 16:,6 10273.0100 1639.6800 0.0000 SHH12 ---- -- 5004 10438.1500 ------------------- __ - -__ -- PC ---- ---- - - - - ----2» 2'---- --- -- --- -------- •'------- 0.0000 SMH -3 430.9600 5005 10556.9800 1430.56 °-- __- 0000_ -_ °'0.0000 1605 10232.4500 1471.7400 - °__..- -- - ----- '3333--- ------------- 3333-'- PRC -------- ----»----- 2 » »_- » »- 2_»- °5300- 1593.5300 0333 -- 0.4000 SHH16 0 5006 10632.7800 °1441 75_-- '__ °__--- _-- __�____ 1607 10109.0000 _- 2--- - » -2_2 3390 -- ° -- --- ------------ --- ------ 1491.9900 0.0000 TNT ----------°-°---- 1608 9988.6300 1508.4500 0000^ SMH15 -5007- iGT48.8900 --------------- ----------- 0,0000 PC ------------------- °--------- » - -- -.. -, - -ii 1609 10335.0800 1339,9200 0.0000 SMH18 ----17 5008 10820.9240 1483.9400 -------- -- - --- --- ---------------- 3333-- .----- - - - -__ 0.0004 PT ------------------- --- ----------- ° - - - -0. 0000-- 5005 10908.4900 1464.0100 - - - --- --- 1610 10450.3600 1391.5100 -- --- ------- ---- °------- °----- - - - - -- --- -- -,,, -- 0333- 43_:------- ------------------------ - - - - - -- 1-34.020 ------ 0.0000 --------------- - - 1611 10573.8900 1452.2400 0.0000 SMHB 5410 11280.3900 --------------- - - - - - -- 0.0000 PC 0.0000 -- -- ---- ----- - - - - -° ------ --------------------------- 0.0000 SMHSA 5011 11444.2600 1284.6000 - - - - -_. 1G12 10574.2100 1462.2700 - --°---------- --- ----- -.------ .-- - -- - -' -----------------------------°-----°--------- 1559.1200 0 0000__ I_ -»--2°-------°- - },613 10740.0300 1442.3200 0.0000 SNH7 - - - --. 5012 10729.1100 3003 ----- _------------------ --° 2600 -- -- 0.0000 ..2-..-...°2°-- -2-» - -- - - » -14 42--20°- »--- --- '-------- 0.0000 5MH5 5013 10609.8200 1581.2600 0300 __ -----_ 1614 1(796.4709 1491.4400 - "- __ °-_2» -__2 _.._ -. . ....- _-_- _»--------'-.,__-_--'- 3303'. 0.0006 PC ---- ° °-- -- -- -°-- 4333 - °- 9444- --" 1401.4000 4.0000 SMH3 56 -4 10522.5200 1601.1104 - - --- 31334.00-------- ___________ _ 16-5 130 +3.7500 - 0003- °-- _ »- 2- 2 »__ °" ------------ ,-- _____. __ ______1041--- - 9900 00l 0 0.0000 IVIT °_ ° - ° - - °- 4330 1616 11285.5300 1315.6100 4.0000 ---- _- _-- 3000_. 5015 - -10411 - ___1574 - - ^_ --------------- - O 0000 PT 00----------------------- 1617- 10824.8600 1399.9200 ..--- 4.0000 56-1163 » »- V.. 501° 10211.2600 1425.7500 1618 1 10919.5600 1356.3200 _0.0000` SHHi -. 1619 11034.3500 1325.3200 0.0000 °- SMH2 -, _ 1620 11047.4700 1375 7800 , ------ 010000- SM112A_ _------------------ ------------------------- _- 1621 10889.2000 1228.3800 010000 SMHO °----»»-----»-»»-°»--°---------°----»-------------- S018 9954.0400 1491.0200 0.0000 PT --------------------------------------------------- 5019 11504.1400 1287.8500 -- 0.0000 -- °-- PT -- 5020- 10833 0300 -° -1627 8400 00000 IHT- ---------------------------------------------- 5021 10803.4700 1595.9800 00000- PC 5022 10665.6400 1551.8500 °-- 0X0000 -- ---- --------°-------------------------- 5023 10746.5200 1506.4000 0.00002- PC -- ------------------------°------------------- 5024 10704.9400 1444.7700 2 0.0000 PT ° - 5025 10673.0200 1442,6800 - -2 -- 0X0000 -. -PC -.. ------ -- --- -- ---- -- -- 5026 9575.6500 --- -- -- - ---- ° 1352.00002 3333- - -» 0.0000 ° PC - - - - -- -'-- 4343- --- - ^--- __- 22 5027 9915.3600 »-- --- 1390,8800 0.0000 PCC SEWEZ ON I- L ! 411�ew .5 w / 1 f'rjPt, aca w �'f dinaz(` _H 1D Vl � ® O Af0 lad 0 W �aa `_' I- 4 U ro SKM i OF 1 DA 25= 244 � N N tA�N� O MvNN W i-- 4 W w� Vl w O rvi A 10 -Fy 0 r, WI W � APPaovso . F---� of it t' , f�l m m N t� J Irl z U n� v N L N () I— 3t N J2 :d N n ,.. F -WrZiO N I ¶r~i�w rczz W i-- 4 W w� Vl w O rvi A 10 -Fy 0 r, WI W � APPaovso . F---� of it t' f Lt vJ aH FILLED P� PI Pte PLAN -' PIPE our 174 D MONHpLE _ // / koo % 2 qE nrESTi rr� S2 �3a6p� N-i 1z" rro PIPE FILLED \Y) - - _ �.Jj I WITH CL. *A' COPoC. ju 2 CL t TrPI IN PIPE � \\ u •�• � CL n CON(. �kpfl _ ��-- �_� �. INT = 0 +00 = 0 +00 TYPICAL r4 4 I bk 1g, J Qt O tic A s 5 g °18'p5� 1 ry —�i..v �— D7 0 ® UTILITY E SEMENT INT = 0 +73,90 (PUGET DR,) x No a = 19 +18.34 (VICTORIA WAY) cb L✓ + SS $ 16 +10 — 7'LT �~ 4b , ' ,� 5 t SMH# 4 � L3 . \ SG4 �o� EXIST Uy m z 6 Is.o o E-s ❑LYP4R IPELINE a O_ GENERAL NOTES- f I 1,) All sewer pipe shall be ASTM D3034 SDR -35) 6" or / I 8" and shall be installed per APWA Standard Specifications T parts 60 -63, 66 and 68, except class 50 ductile iron \'� I pipe shall be required on grades in excess of 15% or as shown. r , a h+� 2.) All manholes shall be APWA Standard Plan 34, 48 inch m / NZ 42g yp diameter with eccentric cone. 3.) All manholes shall be channeled smoothly and such v ` _VVV that 0.10 foot drop is noticed through each manhole. E"1 \ {�' ✓� 4.) All manhole lids shall be adjusted to finished grade °J / � including paved are and flush with backfill in � areas without paving. z w O13 y) � F �l ESE 5 �7I � 5.) All side services shall. be 6 inch PVC pipe except tiX - T` L.—:� ✓ where side sewer is not separated by at least 3 feet vertical and horizontal from water main. This will B` require -Ductile Iron Pipe for at least 10 feet either the water 4J side of the water main. NOTE: 6.) All side services shall be extended to the building pads at a minimum slope of 2 %. - Energy dissipator manholes are required for steep slopes (over 15 %). 7.) All side services shall be marked with 2 "x4" buried at the end of the side service extending from the sewer invert to 3 feet above finished ground level. Each marker shall be wrapped with 10 gauge locater 0. noire below the finished ground surface. � ' JOB NO. 87083 DATE 3/88 8.) All connections to manholes will be made with couplings 9 4, SCALE 1 =20 or as approved by the City of Renton. °^F. fglSTt ?:•: ""- DESIGNED AL /RA � + SK 4.) All manhole connections to be manufactured knockouts kAL DRA=17 't" CHECKED AL or core drilled. . APPROVED. 10.) Bedding shall be pea gravel 6" over and under pipe. 11.) T.V. Inspection of sewer shall. be made prior to acceptance. 3=2 OF -1-4 DATUM ELEV ,230.00 JtUU 4tVU JtUU VICTORIA LANE m 6 +00 W W W W N W Z f I� J �C �"j at tvNN N s� i� o >„�- + Z Z Z -Z W w U1 1--i da 0 67 m a rQ aA® to W -p 0 .4 a JOB N0.67083 "r` /' Y�lp'/g,G DATE 12/87 AS B ""4 S �r^7E1L Oaf I. DnVN SE i t I NOTE- Energy dissipator manholes are required APPROVED . no for steep slopes+ojer 15:.) mmT 14DF►4 I I 1 r� r 2 In ! EXISTING GR❑ ND cu 4 n „ ,1 11 � w "+' w ° PROPOSED GR Dom- > ° z ..Z I., H .X -X LF r 7 F a, DI CL - 50 S = I , /. I I p In N N Q N N ? (V N N m N N I s . N N N 0 u] 'i Mj N N CD N JtUU 4tVU JtUU VICTORIA LANE m 6 +00 W W W W N W Z f I� J �C �"j at tvNN N s� i� o >„�- + Z Z Z -Z W w U1 1--i da 0 67 m a rQ aA® to W -p 0 .4 a JOB N0.67083 "r` /' Y�lp'/g,G DATE 12/87 AS B ""4 S �r^7E1L Oaf I. DnVN SE U1 t /may cCE� Aty t& NOTE- Energy dissipator manholes are required APPROVED . no for steep slopes+ojer 15:.) mmT 14DF►4 JOB N0.67083 "r` /' Y�lp'/g,G DATE 12/87 SCALE i =zo DESIC2�D AL DnVN SE /may cCE� Aty t& APPROVED . no mmT 14DF►4 f2ENTD11 �U�Li tZ�CCMMELdGcD ',J"; T . l e � 6iti p1;�llG'1= I IIi� v I cl-Tr fpl I A l Vlll :-,' �N i '-j 4 •3, I� I i VIG°'iCt21�. �f�.IVS smi -4IS 1 1 12, 14- Iii I`A 12 1"7 Is5 Id ha G = i M�`. ` .. 2 U a�o ® G d U 6� iGi a E9 i �F� N a U) z W Jos NO -87083 DATE 9/88 SCALE 1=100 _ DESIGNED AL /P.K DRAWN SK CHECKED AL APPROVED . SHEET I OF NORTH I �� I /9k0U / 16' DIA OL C PIPELINE i 6k�o i 60' DIA SEAT1-E WATER A N koo C O � k0� i Pi� O i ®d � p zam � N �, 1i] ►Z °10 2 � N k b �H � o J - �x� r, M4 Z � U E--4 X IO r� 8 p�lG STA 11 +25 - 151LT I I I �fl LF SMH# 5 i I S�JpS �� 2�� 16' DIA OLYMPIC PIPELINE �. 5• 6 � V I � NOTE: r W NOTE: The depths shown for 60" eater Line and l6" petroleum pipeline are onl_, estimations. Contractor shall field ,erify location Energy dissipator manholes are required for steep slopes and depth of pipeline prior co any construction +ithin (over L5a). existing pipeline easements. Contractor shall notify City dY��rl� of Seattle Water Depc, and Olympic Pipeline Co. (PH. 266 - P� I t`L/f SEE �..�,,, 8880) prior to any construction in :his Location. EN L tea` ros NO, saosa `1 a DATE 3/88 f SCALE 1 =20 DESIGNED AL/RK DRAWN SK CBEMUM AL APPROVED , smw 3 OF 14 Di R L r_ Z fn ?T1 t�► 01 L NOTE= slopes Energy dissipator manholes are required for steep (over 15 %). LINr S-EE St-!T, 3 N1 0 43,00 _xi sting pipeline easements. Contractor shall nocity (icy of Seattle 'lacer Dept. and Olympic Pipeline Co. (PH. 266- 8880) prior to any construction in this location. �F t.p'pe� X1s v G 1 1 f r 1 r co a a �-0 tie Cd 0 a P., .4 A z w CIO a w z w 7011 NO. 117083 DATE 3/88 SCALE 1 =20 DESIGNED AL/RK DRAWN SK CHECKED AL APP VED . SHEET 4 OF I+ NOTE: The depths shown are only estimat and depth of existing pipelin OF Seattle Wate 8880) prior to ar NOT Ene (ov If W W U) W _7 J ,Q t�I � H O o A 00 o .}i rye 43 04 13 'r> 4 0 r W Z DATE 3/88 SCALE 1 =20 DESIGNED AL /RK DRAIYN SK CHECKED AL APPROVED . SHEET 5 OF `'f NOTE: The depths shpwn for 60" water line and 16" petroleum pipeline are only estimations. Contractor shall field verify Location N OR TN and depth of pipeline- prior to any construction within ixistinq pipeline easements. (,ontractor shall notify City of Seattle 'dater Dept. and Olympic Pipeline Co. (PH. 266- 8880) prior to any construction in this location. I Q STA 6 +30 - 15'RT CO oSMH# 8 LL_ Ln J � _j 1 v 60 LF 8" nI CL - 50 13 117+00 70Y00'04'W S CF 80 55.32' 0 F., - �, AN SS Sao A o. o o .10 \ /� NCO �� ► \ /" I F 1 s00 Ir. : z !g, 46485�.� STA 5 +00 - 8'LT SMH# 13 SS 1-7 6.. o STA 4 +95 - 51LT I I 4 SMH# 17 (� ' U' V �> S9- I U u i 60" DIA SEATTLE WATERMAIN 1S O NO2 °50'34'W 206.12' NOTE: Energy dissipator -manholes are required for steep slopes (over LS ±). v sue° '� No� STA 3+ - "L SMH# Z \ 16 FDfZ iii;? Pl EF SEE= SI47, I SS U1 o r 4 40 o �d zap n a 1 mm z Q���� N �Q �yvo 11 v oo"� a Zi H T� 0 U] V1 m JOB N0.87083 DATB 388 SCME 1 =20 t( ' DRA.IIA SK c?rvrsren AL APPBOPSD . sf=T 6 of i 4 NORTH / + STA 1 +95 — 8'LT SMH# 15 N(2-4 Q A, W0 1-9,9 = +t d I I O 6 „ r 1J 1 00 �`7g, ca 41 r-4 , tho Ul 2 +00 GIN STA 3 +02 — 8'LT SMH# 14 �� g ti o / a UTILITY EASEMENT zoo Y ®m wzm U ° o V`� o° cT , x z O S S \ h � E-1 go 9 i va N14 4b'SaOw X2 0 �� Sg \ �/ 1g5p3 ~ % / /` E--4 tD O�krjO / ice/ 12 z 00 O � I C r, L) Q u a N07 55'00 °W � � 164.20 / IAO9 �XJ l � 2 o` F042 1 ,POF:I LG SEA NOTE: Energy dissipator manholes are required for steep slopes JOB NO. 87083 (ever 15 %). DARE 3/88 SCALE 1 =20 DESIGNED AL/M[ DRAYN SK CHECM AL Sw 458 ..._. ✓ APPROVED . smw 8 oa 14- x f 161�;., M!N ON M J a, >- � _ w + M > — — -51 Z7 252 [�] 'Ff."4 O L ^�L' 244 MH# 3 W = AND LAYER f N h�o J N n Ifl 11 N !n ° 23 -J .- w �E> q �. ag93 275 22 r-4 w MM a� WE x NOrL: Energy dissipator ianholes are required Q Q for steep slooesfnver t5:.� V � q 267 220.00 PROPOSED G DE I o F Z ui �a F— N x R1 w 0 +00 1 +00 F1 v EXISTING GROUND N o 259 \ Jo_� 0 i o - - - -- „ M T ' Z O W i1--� A ¢�>> i V' z - -- > --- r — � ;. 'TC7 I F- N v 1 A O 96i i` =7 N V 251 _ I r'. V ` NO -i x `" ( i > ! i x f wL D — ' — - - -- ! - -- — EXIST NG MANHOLE � ' 214 LF �8'P EX TIS D.74/. 243 _ TO B LOWERED ❑ B REMOVED Ix Sg�Fl��St� Wit✓ iy_-- L Lp { F PVC 221E s � s n DATUM ELEV E t .235.00 - - 00 aD (p 00 O N 00 �.. O d) N O N p i08 NO, 87083 DATE N NN NN NN N� N < W a O "..,, SCAI 1287 N N N N N 3CG7B 1r20 12 +00 13+00 ! DEMINM AL RK 14+00 15+00 16+00 (, 5 -' BPAIM 3'b J'.l + ! ` -' VICTORIA WAY 8 zz I W 1 J �I >N.. F � N N � JSa :v � � Cu N N O n N tl i +� > w � "'F --fir❑ rx� cnw��� I EXISTIN REMOVE i i ry I I 0 N I 0 N W Q 308 a w~ i� I M \ O \ I ' 0 o o A N II --L,,' ° EXISTING GROUND H LD W m 292 W �„ � I J O7 o 11 n N 11 >11F It f-i i% UR.a 3 Z LD 1,j y. PROPOSED RARE z �mm aza 284 a All— Hw Li Z 1 C ` I E 4 Nykr0 z 6 o � � 276 -L9-8 = 1.957 I—� F ` ' PVC S'7.. Tr _ TOE LJ NI t+ 268 m v r*44� 280.00 O a0 M ua M uj M 't N 'n 'd N N » O 'i d C I -,6 co W N N 0 (� O N GOD N N 16 N 0 +00 1 +00 2 +00 3+00 4+00 5 +00 a• JOB NO. 87083 DATE 12/87 WAY V \ V I C T O R I A VV A I NOTE: Energy dissi ator :anholes arc required a f• SCALE 1 =20 DESIGNED AL RK nQARN SA ? for ateep scones over 15'..) 7 \\ w CFEC-"V+DAL/JM APPROVED . 15m 458 0.�• "'�� ^.a,LQ�� SM= i : OF 14-- 27 26 25 25 24� 23� W W S to w w w J 2 U M 219 V ELEV 0.00 V C 6 MOTE: THE DEPTHS SHOWN FOR 60' WATER LINE AND 16' PETROLEUM PIPELINE ARE ONLY ESTIMATL ONS. CONTRACTOR SHALL FIELD .1ERI FY LOCATIO14 AND DEPTH OF PIPELINE PRIOR TO ANY CONSTRUCTION WITII IN EXISTING PIPELINE EASEMENTS. CONTRACTOR SHALL riOTIFY CITY of SEATTLE WATER DEPT. AND OLYMPIC PIPELINE CO. IPH. 266 -88801 PP.IOR TO ANY CONSTRUCTION IN THIS LOCATION. VICTLORIA LANE NOTE: Energy dissipator manholes are required for steep sLooeS "0r0r 15:.) 87089 2 @? f =20 � = D AL RK kDRAWN SK AL/RK D . SHEET I 'OF ('-!' o_ V ' I I �Io v cd I N I i � I I I I I Oi I\ lD IQ I 4 \ - r' s i(l 1 I! ti `lt w ;�i I I I H I W H + +I QQ¢ I tnl° W ff W J L.r I I� I 3 o . I X U W ¢ Z.UI M �j co 1 f I I !I, nIJ I zD CD N if > II W (,' I I I SEE CDNC CR17SSING FLTEBRIDGE DETRIL ON ATER v�--i ' mN 4 x I la' SHEET 10 ❑(- 10 I L # Z `r fA ON CU =r r M M � (U (J C —!6U II N I 9 o p+W > H � W Z D Z ,. 3 u)!, 130 c ti _.. -,.. — I,Ig - c I ` L� — 8 cL sc, 5 °P I I I - I I I ` +vN VJ F � N �, r N U5 N tl " W �> wz� /�� Q cl � Q) ✓`°i d� •� jj �� `I ^� 4% I •..a q ® i �./ Bmm I �vo 2 N N 1- z W PD 120 LF 8 DI L - 0 @ S = 0, 8% EXIST 0 �o i I � ww I i I � M N N N N O w N N t0 N N O V.' N N O � d' N N d' N W N � N N t0 N 1n d: N N N N OI� MOTE: THE DEPTHS SHOWN FOR 60' WATER LINE AND 16' PETROLEUM PIPELINE ARE ONLY ESTIMATL ONS. CONTRACTOR SHALL FIELD .1ERI FY LOCATIO14 AND DEPTH OF PIPELINE PRIOR TO ANY CONSTRUCTION WITII IN EXISTING PIPELINE EASEMENTS. CONTRACTOR SHALL riOTIFY CITY of SEATTLE WATER DEPT. AND OLYMPIC PIPELINE CO. IPH. 266 -88801 PP.IOR TO ANY CONSTRUCTION IN THIS LOCATION. VICTLORIA LANE NOTE: Energy dissipator manholes are required for steep sLooeS "0r0r 15:.) 87089 2 @? f =20 � = D AL RK kDRAWN SK AL/RK D . SHEET I 'OF ('-!' APW,OVeD e�� 4,k� NTOW queLLIG oKRs - -DiRE,,--r©K �a-rl✓ 12;�Mi.rl�tetDED '`tip AP °�pa��,L. f5y LZZOU�ketll G L5fka � I iee o too 200 300 GZ�API -11 G SG4.LeE f i�1 FEET LE56j E ND ®®®®®! ° PtZdJ EG( tooU WDARY / i- a i � I f � I i5o . -L491z -YT; r 4 E a 0 ,A C as go 1 vi � N i SHEET j pill 21: 2191 Z %/ A -I A- 2 Cu�Nc(2` t2 "cah1L �1LtJd P\k- pipe F I PE, �46i F' �- Patel 48"0 MANHOLE NOTE: THE DEPTHS SHOWN FOR 60' WATER LINE AND 16' PETROLEUM PIPELINE ARE ONLY ESTIMATIONS, 4"X 4"X 10 GA. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF PIPELINE PRIOR TO ANY CONSTRUCTION WIRE MESH WITHIN EXISTING PIPELINE EASEMENTS. CONTRACTOR SHALL NOTIFY CITY OF SEATTLE WATER DEPT. AND 1211 OLYMPIC PIPELINE CO. (PH. 266 -88801 PRIOR TO CONSTRUCTION IN THIS LOCATION. PVC PIPE FILLED 12" PVC WITH CL. A' CONC. � . 2"CL. (7YP. ! F(PE -4-- PIPE OU7 A• J .'. CC CL. ON. �01� 20 SG,a.L� �EtaLA�(�G-t�M�NT L Energy dissipator manholes are required for steep slopes (over 15 %.) TYPICAL ENERGY DISSIPATING M.H. c,4 pip! , - - -- - - -- - - - - - -- - - - _ . -- — - — - - - -- - -- - -- - - - -- - - -- -- - -- -- -- -- -- - -� -- t + — t , - -a- « t , r $ f — — - r - k �= k - - _..- - - - i---- - _ - -rte. -. - — - __ - -a- �-- - - -- -- �- - -- 3t - - - --- ---- -- � -=_ - - — � - +- - - - , - I T + I : — - - - � - --- - - - - - I t _ : T t Y _ - - _ --- __ - I � - - -_.- - � .rte- — — .--- "--�: —� —�— _ _ —__ •--« � �— , _ + _ _ — : : _ _ _ _ _ _ _ t 911-5 U4, SVI } r - _ + t + r - r , I , _ + , 1 , , r , T T ' - - - - __ —.- a _ : T+ L i — - r TA , ` , - - ZtS' _ , S - -- - ._ _ —_ — —._ ___.. — -- - - -- — - — -- - - - - r - - - - -- -- - - - — - - - _ - - - - - -- -- — - — - - - - - - - T — - -- - -- —_�— • - -- - -- __ _._._._._____...._ ._ -_.:. _____ - � +- ti , .. —� _ _ — - __ —.� . -__. -_ t _ _. _ ___ __- __ _ —_ —_ —� --ter-- $} _ __.. __�_ —r - � -- —__ -- _ - _ _ _— - -- T _ S - _ —_ _ #- t - _ - - } i i �� x __ - _ _ -- - '. I CaJ �1�t[YARY SEWER -^ —` - -. i e se I 311 ( DESIGNED �(14 ►yC IQOJ T FILE No.�.�?LJ I c7 I� DRAWN � sir SCALE :[LD CHECKE _. -___._ .____ * —_ - --- - - - - -- : _ :. _. -.7- ---T -- __ -- —* _ -- ._ -- - + - _.. - - - —.. -._ —._ -- - _:T= 2.- ._- • - -... - -�__._ ....— —+ r . i RVSION Y APPR. I APPROVED DATE I h 1i!4`tORIA LANE VICTORIA LANE VICTORIA WAY ����i ,� 0— p R d ; , i <4— -jam `<� F NORTH I '�. i / r`;�p ``�:.>} - -�' _ �' ��1-iC ��°". -y1 �S� ���.• -� ... -_ L r^ ..ti'`_ .,- 7 J/ � `.5 4'uL�.w't `` : 'As � „vtai •_vim l m� y - ' .., '1 t' jP ^-- Q• //' Y� -1(. ♦ i;•7 l`I S\"7i' •.J ..�J T - y,• I i �3 .�S1Y J. S { ,� 3rd ��� a• a s� _ I f`i •' '(l� tdt � � !Ae� TO rte” ® 1/ Y' `. , _ r {® 'ti% ' s "\� \�•_ y (� r ® , \ _ i y � . VV V q VVJ 1r ° -- - - --Ilk 2 _ ttOT P MN' � �@�'•YiKTE tiI�N t!3- _6° _ _ � S�"C' � �... '�... � <A._, _'_ °■`- — `_,,n, .. P B TIMATIONS. r^ -. -2 x= / } -�-'4 ��/ 'Y.<Pt741( ALL 8 �LRH FYI LOCATION AND ,. Y PZPLLIN TION �A / K ' • THIN C I.. -' s cerrs. c CTOR TIFY CI Y TT a ATLR DEPT. "APiiQ - ^�` •�, _._ -._l -_ - + ' "� j l•._ $ . _""t _ ,= K OL IC PIPL4INL (FM- 26666"' - 3[:80) PRIOR TO ( -' t'� . - ANY CONSTRUCTItlN I THIS LOCATION.f,� T' 9 ETS 12, -A- 12 -C-1 Foy, SCALE E EME- ` t - - -- -- - -- - - - - - -- - — - - - - _ - — + — 1 - - - - I _ - t T _ .. l + !- 1 r t 4 ._ --r- r i _ _ T 3 - - e. _ y— + — — # Y � w I - i _ Y T - - t T D� T — - —T-- A4 _ T _ _ Y r — — _ t" + i z x — t �— f- x SANITARY S - ^- _ _ —t— - - --- - - ---- T--- -r � -- --`.— t=om - -- - - - + — -- — —+-- ' $ � _ _ 1 —_ N� 1 1 P NTofJ REVISION O N PROFILE PL A � Victoria Hills phase DATE FILE NO._s! 1� sCALS i tti DRAWN • �•tl� CHEC ED ricin es'�nr lw��_ APPR. � � ^DATE � APPROVED - �--- .. _� _ - — -- - ___ _. - -_ -__ _.... -- --- -- ._ - - -- _ •- - _�_ . --� -- -. - -- —_ — __ .. __ -_ -_ _._. _. _. —. ___�_._. - ___ - - r: $= f__ -_. - - _-- -+ — _ +— — �___� --+— - _. _. - - - ___ _ -- -t i- -1— - - - — � -• _-- - -��� _-�. -__ -_ -•_- - .-.- �. - •-- •- .______ -. . - -.. .._ -. ..- _•-_ +._. VICTORIA i,ANE ' °`°' csnren WAY VICTORIA WAY t. .. ,, �, OF R r� y �62 OF t r NOTE: THE DEPTHS SHOWN FOR 60' HATER LINE AND I6' PETROLI ".UM PIPELItE ARE ONLY ESTIMATIONS. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH ')F PIPELINE PRIOR TO ANY CONSTRUCTION WITHIII EXISTING PIPELINE EASEMENTS. CONTRACTOR SHALL NOTIFY CITY OF SEATTLE WATER DEPT. AND OLYMPIC PIPELINE CO. 1PH. 266 -8880) PRIOR TO ANY CONSTRUCTION. IN THIS LOCATION. MATGN LINE SEE �3�--T z ,i 144 ,okoo � �o 1N # j 510 95MA 'r14 LSD i I 'U► '� \ �0' ��l gyp` Q 7 GAIJT N 0 �p.5 a' °� L�- o X - I Nc_is -c c W N '� CL PE? CITY E OP tEATTLE a. W PERM 17 �" , ,•� _ % v pt L > 5� o 0 J CPU <�0 v �tl j 3 C 3 P \ \x0app1` y�� ,(p O a J Q { i h.► __ I C� � o \5P✓iH 3 �� � 1� � �� sD �,� s� o i > Lb P� 94c, SS Sd i i �� �'�• C .2 ,,�,,. mac, ss sib � _ � 00 � w ® p !t ,X 1 k EA c� �� EA � \ O �'' Cie ,` E�ESIQNEO L� i_ ' \ tw►eani� Ktv if AppmoEO Ai. - � AORRQVf01 8ME f i �� OF -7 OF I I ,�,��su�a; m •ter' � „ate m- __ ��- -a�E�" g o� I 1 5 0. I 9 ohm CL E a. .2 oC saw low JOB No SCALE 4, 9375 DE statmo A.L- AAA DRAWN S CHECKED lop APPROVED I i I 1, �C1idTy9 do = 2(7� 01 � I � 1 Itoo I I � i I � I � I SSA AQ 11 1 Amp, «,;, 'SHF ,eT I � 6F It