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Home My WebLink AboutW-370001U W 3 a - _ r -,_ -,�� x RIM = 373.60 `�- ... = -�►- 1. �J''�. .`..,. \ \\`� \� a.\\\ ^ \ \\�,, - �� ' VV1 - - �. ; - x„ ° :: \ \, 12" E IE= 370.90 -�;_� \\ =v__ 1 L�� y°` x,� ;� 10 LF OF 12" DIA. 12" W IE- 370.80 _. - - _ _ - - _ _ -- _�;__ _ �-1- _ HDPE PE 0 1.OX SEE STD. PLANS 200.00, .a _ - -�.-- - _ _ �-_ - _ rt _ X376.11 126 U= OF 12 DIA % ,� _ -�� _ _ s _ , � HDPE PIPE 0 4.0% 12" E IE ALL PAVING AND TRENCH RESTORATION % If �, . = _ _-.; `, - _ - \ x 203.00 , . III _ _ _ �� 12" W IE= 375.94 =�4 SHALL COMPLY WITH THE CITY OF -� - _ �;�� SEE , - =� f `.`.. x" ", , ", STD PLANS 200 00 SANITAR,*' SEWE MANN & - '� �� - \x RENTON STAND S 11 -- :��' ��` ' 31 LF OF 8" DIA. 203.00 A� RII= 359.39 :: M -- -� _,`::: �� \\\........` HDPE STORM PIPE \.. i . E. = 350.14{ 8 ,rC I -- I ``��s��,\ 0 -*-T1�5.2X 83 LF OF 6" RI�I = X390.23 11 i.E.= 350.4 {8 V� W, ��...........,.. � ��„ ,,.�,..,...,.... ,::::, - � UNDERDRaN 0 5.3X 12' E IE= 398.25 (EX)387.63 LADDER c _ .. .` „�� '� ' 152 LF OF 12 DIA. • 12" CULVERT END „ °��:�:��' 12 W IE= 388- fs387.58 \ \\ \\ a\��' • ;. \ \� \,�. . \ �� HDPE PIPE 0- -7.5X SECTION WITH��,.:,:: ,�,� ��: OP ate' ,``�� . SEE STD PUNS 2 TW15f CATCH BASIN T EX. 8" SAN!- _ `�� RIPRAP, IE= 3 3 �� 11 \ ,.......�� \� ��,`, ., 203 00 \: \ ,� \ INTO NEW CU�BLINE 11 �� , oo�� \ 237 LF OF 6 "I 11111 RIM= 3173.54 6 IE- 380.40 . , , � •. ` ` \ ' ` \ C`� ` `�� `\ �� •• P ;� ,� :::.. • . • , ERFORATED #2 ELEV 400.69 11 .E.= 365.39'E PV; pn • • .. = SPIKE �� _ • . UNDERDRAiN 0 0.4X RIM 393.64 E. - 365.44{ N O F PF �� \ =��__ • . _ E. =365.32(8 PV - _ • . • 9 11A_ r.g ::,�.. F` \, 2 9,3.,3 12" E IE- 391.5 P " _ SEE STD. PLANS � RIM = 377.46 `�=� 201.00, 204.40, 260.10 ar \`�~_ 8" E IE= 374.56 �:. v v`,� ___� v �� v , , \ 8" S IE= 37+.4&, ,s _. 11 t ' j 12 lT1rPF 11) _ RIM = 379.01 SEE STD. PLANS 200.00, , _ 33 LF OF 8 DIA. DUCTILE 203.00 �=-- 6 E IE= 376.50 IRON PIPE 0 0.5% \ ,.. 8" W IE= 3�fr.8�•376.17 ` \ a \�\ v v v v �...t y�y� ��yv , �� : SEE STD. PLANS 200.00, 'z EL', m �- sm, ." \�, -.. \\\.... \ \\ 203.00•• T. f` 'A� /\ \ \ a * 1 ._ \\\ 1� CONNECT TO EX. ,�,. \\\: AFN 566 ° , \: \.. � CATCH BASIN, ��, ASSUMED IE= 391.42 t" \\ \ \� \\ \ ., \ \\ ?\ \\ - CD 11 I .. PROPOSED McD's' \ `1 \ ,,`� O \ ",x sg v . ° �\ RI�I = 3 it ...... �� 185 LF OF 8" DIA. ;P \ �' � \\ , 11 I \ " • T M PIPE " '�� 8 N IE= X372.4 x � -�0 \ HDPE S OR 11 8 E IE= 3R:.4l .47 .. � .F 0 -8 -711 X .... �\ ti �. HDPE STORM PIPE ; 12 S IE= 3�!�3g372.37 �I FUTURE ROOF DRAIN 0 1.0% � v SEE STD. PLANS 201.00 ` , °� 1 8" IE= 377.33,: 204.40 � PLACE CAP AT END A ° o , U^ , I \\\ 23 LF OF 12" DIA. RIM = 388:96381.04 vy °y " � , HDPE STORM PEE �� " 6 S IE= 3-7t377.79, 0 1.0% �� ; 113 LF OF 8 DIA. 8" E IE= 36+0376.44 = RIM = 398~46380.41 �� HDPE STORM PIPE " _ 6' IE 381.30 8" SE IE= 377.50 11 11 8 N IE= 376: +376.89 �� I 11 ' 0-3• 8" W IE= 36.376.3® 8" W IE= 3fi7.#6377.46 �v PLANS SEE STD. PLANS --------------------------..................................... ............................... SEE STD. � -r 201.00, 204.40 200.30, 203.00 PARS: ": :..' I'll Ir SEE LEGAL ?;.5'Rl m \�\ r -� 4 IE =375.29 - 1 " I °` 96 LF OF 6 - - - _ _ �� ±3, _ 11. PERFORATED ti :� "may -- UNDERDRAIN 0 0.5X I 11 " \... I 97 LF OF 8 DID►. 11 ,r _ F 71 LF OF 6 DIA• 33 LF OF TRENtI I 11 � ............. ORM PIPE imE I.............,. STORM PIPE 2.6X I DRIIMI _ HDPE ST 122 LF OF 8" DIA. 0 RI�I = 377.00 I 0 3.8X °: a �: ° HDPE STORM PIPE \ :: �: �\ @ F jo \ ' 1 " 12" E. I.E.= .24 a , �. w. 12" IE= 372.09 01-90-x - -,--T --r ' S LF OF 6 ----------- - - - - -- --- ._ ................__", - I,,...,....,,...,.,,.,- � �_ UNDERDRAIN THRU `; 11 EASEMENT FOR "INx ' WALL 0 S.OX CIRGU Ai10ty AND T M " v LANDSCAPING AF�N 90091.0446 " 6 IE= 380.75 11111111 I 12 IE= 370.12 25' GAS ,� ...v,. �,........ SYSTEM SWILL BE CONTECH CMP g� �..;� f�:� A� , ..:s= s �,`� .._.: "' I = 38.382.89 ': ,.x. 11 (REFER TO CONTECH PLANS do DETAILS SHEETS C1.9 dC C1.9A)�� R M ' . 11 6" E iE= 395:56380.40 `` -VOL PROMDED-- 48 957 CFT D " � \ , \ i \ 11 - OUTLET ELEV. = 370.12 ,� `�� E _ 8 NW IE= 380.00 ._ , _ ,,,.E= ROOF DRAIN CONNECTION ;,�.,�.I �\` ' a Q " SEE STD. PLANS 200.30, -TOP ELEV. = 374.62 �� . 6 IE= 380.40 11 203.00 - S'1r5TEbl �= 369.62 6" =x _; A C..•R..`L :Q`. (.. • PROPOSED PLAINS _,..c REFER TO CONTECH DETAILS ON S \C WE �..:�S=..�F�a. " II x�. 11 t �� y • TE WITH ISLAND LIGHT POLE LOCATIONS; �,. �.:�... \_.a a.. v." ,. cn 0 �, -SHOP SHALL BE SU8ir11TTED To E"EER ._ � ...... 16 270 sf + �` 113 LF OF 6" \ 6 INt�K_:. ,S, j,,..�g�li...a S �....AS�:k EN"I 1.71 Ac. PERFORATED i ...5.,,,..,. a 909 't • _ • - ZONED: Nt1E (�►) UNDERDRAIN 0 1.8X r. �. RIM = 4.43 +I �� ACCESS MANHOLE TYP. • LNG PARK REQUIRED: 41 8 W IE (EX.)= *37118 : �a_._,. ,_.. ............ • 0 CONTECH D: 69 (REFER T ING PROVIDE SEE STD. PLANS 201.00, DETAILS) PARK ' ; M 11- s .,o 203.00 ,_. " _ ♦ „ MMryry i x. M I'— 12 IE- 372.11 - 25 LF OF 6" SOLID Rlbl = 3�8:6t f ` ° a\ UNDERDRaN 0 0.25X 175 LF 6" fl� 12" N IE= 370.10 i PERFORATED UNDERDRAIN 0 0.25X ROOF DRAIN CONNECTION 12" W IE= 370.00 12" IE= 370.12 -� 6" IE= 382.40 , SEE STD. PLANS 201.00, , A�� K DAYLIGHT INTO ��' 6 IE= 380.40 111111111111 ,-l' `� ••50 AND DETAIL ST4 x a xF\i,' �+ \F" +\` 2? UD - -LID ' x , HOLE _..._, N �� } 29 LF OF TRENCH RIPRAP 6" IE= UD � ,\ :� \ ;� _. r.a.. uDa v�� t �_v �.; .. t 382.33 UD �. RIM -370 6 ' `; Z. E = 362.23 6 »u NE = i a� <: � , __ _ r = _.. '.E - 3+61.0 3(8"P VC - a s x a , 11 \\ , , ` .. i ..� \ \ 1 \ \ E.= 36C�.53�?2 PV, �; x 8" - 3__ ; . _. __ L NE zc, z/o n�,� r =�t1 \ z :i-` - ..a.:. ROPE . P HDPE STORM PIPE \ " \ \. 6 IE 382 84 a:_ :: `\ F STORMFILTER STRUCTURE \\ .� ,a \ x WITH CSF MEDIA a �� z �, �,3,.c `\ . \ ...�; d "ms's, _ a,� i i �� ..\ \ i �: .... - __ _..._ ...r" 111, �M - 377.5 �� ` _ \ �- ,� \ . \... �•' ice+ E >,n• \.., ti. x x ` `\ _.. ,.. H.. \ \' j..: v 2 vv ; : �_ F = 8.70.60.00 - - 1f_ "11vv " �� , x SECTION - _ .- _ .. _ ( ) .... c_�� 4__. 1-1 \ , .: 12 E IE 366:31BS.�3��. t _ _ is _�r • _ y. DIA. HDPE TiH RIPRAP, IE ` OF 12 r,,x.,. = 74 LF i \ %. __ 111. . 12 SW IE= 366.28 � � � £ .,. \�.... .__ \ - ..,, .3X '" STORM PIPE 0� 1x u ,.� y •\ CUL END SECTION _...� T y ; 11 '\��\ \ \ \ \ \ \� \ _ # { //��' R 11 " V 1 �` . . =a=... .. .. ,. .. f. �. L ` <: \ _ _ ',v .. r , w » W 8.70.60.00 RAP, _ �... , .. " (B.70.60.00) RIP � � � � � 2 :,� � \, _. _ - SECTION FLARED END ::. RIM 376 00 HDPE STORM PIPE IE 38382.9 11 ,F��, _ ........ "� �,� \\ wftw ....... _ IE= 36.8. " ... . 8 N IE 372 5 4x � ALL PAVI �tG AND TREN �S N __�.__ __ . ; STORMFILTER _ 0= STRUCTU " �, 7 ,� �' �. _....... .,,....... 4 NW IE 3 3.00 \\ . -gym... _._ _ "N CH R T \ - , , _ \ \ I 11 ,z 21 LF OF 12 DUl RCP Y IT S LL COMPL W H �` WITH ZPG MEDIA ,.� .. - _ �� SEE STD PLANS HA � . 11 PIPE 0 •$59 . . ` R1M 378 00 � � �� v� °�� -,�'• '� �� -� 201.00, 204.40 \' ��' \ r. �-- L \` IE= 369-9637011 17�T - 1-1 \ \;�� \ \ \ \\ \ \\ SLRIEEO X \ _I�_L 1 E "� \�� \� \ 11 N:16 542' .12 \� ... ..._._. __ __ 12 W IE= 368.18 - .... "` „',mss \ "ll tt_l ""' _...._ ........ 2 37 ADT , 1',\ _, 1 'IV 302592.3. F (2012) , '': I I I _. -, -, I , -%\w"w I , �, , _ 1 DW. HDPE ___ -- - 52 LF OF 2 \ -- - -- �L 3 v.52 \, 11 ,x , 11 t _ :� : 1, N STORM PIPE 0 e.5% .2X C, 0 _ _. a.. _ _ VE ) F t - . v RIM � (SOLID CO R � \ \.F> a 11 _ R K, _ � , , , 12" E IE= 370.65 (�) I �� RIM • •95 .. a,,.\° \,\ ,� " \ .\.��.. i.. a ,\\� \ "_ NE IE- %M%;*U�366.03 I 12" E IE= 365.61 366.07 . 12" W IE= 365$7365.93 12" W IE= 365-61365.95 _....�..... .. ..... \. ; ; .. SEE STD• PLANS 201.00, r..-......._........._ ao: 204.50 SITTS AND HILL 1 "= 30' RECORD DRAWINGS - UPDATED TRENCH DRAINS AT DRIVES RECORD DRAWINGS - ADDED TRENCH DRAINS AT DRIVES RECORD DRAWINGS NO. I REVISION ONE Na a MAL =%I F 1r ONE Mw SCALE AOOOIpMY manctL N" H01121L HAD 1° 1° 10 W1901 DATUM �j KEITH OCONNELL 1501 4th Ave, Suite 1400 Seattle, WA 98101 -3655 (206) 438 -2700 '� Z SITE � UTILITIES LEGEND �� 3 i r.- r K -� m Xj ,�_� "_�� MANHOLE M HJ�4D� D GRAPHIC SCALE CATCH BASIN 0 30 0 15 30 -�� CLEANOUT OO VALVE (WATER) FIRE HYDRANT ASSEMBLY T UTILITY CROSSING O NUMBERED NOTATION WATER MAIN w SANITARY SEWER SN UNDERDRAIN -UD UD- STORM SEWER 1. ALL TEXT do FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHAM BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD /DESIGN DRAWINGS do ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. SURVEY BY Stirs & IRU MVGlNZZ3tM DW. 4815 CMVM S77aW TACOMA Na 984M TEL= (259) 474 -9448 TAX (253) 474 -0159 WNCEDIAR c i All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" (350' SE OF INTERSECTION - COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384-�� (CIVIL) 384.36 DURING CONSTRUCTION, A CONTECH REPRESENTATIVE MUST BE ON -SITE AND PROVIDE A FINAL INSPECTION OF THE DETENTION SYSTEM AND FILTRATION UNITS IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Dais: BY: Dais: BY: Dais: BY: Dab: W- 310001 VELMEIR RETAIL PHARMACY UTILITY PLAN -SITE (RECORD) 1__4c.0 � " I I) - - Z- 7 o o 0 1 09/10/14 RM C1.3 8 M T 9 it 2' _' :n 4 *_ s _ - _. 2 41 D v D :E Z G1 Z C 3 to M M -!� 1- oFSaNIIU ET JEV 01/08/15 =' - _ tJ - - J EV 12/04/ 14 -!j °""sft ET JEV 09/10/1 aH 0 BY DATE APPR m�EV ONE Na a MAL =%I F 1r ONE Mw SCALE AOOOIpMY manctL N" H01121L HAD 1° 1° 10 W1901 DATUM �j KEITH OCONNELL 1501 4th Ave, Suite 1400 Seattle, WA 98101 -3655 (206) 438 -2700 '� Z SITE � UTILITIES LEGEND �� 3 i r.- r K -� m Xj ,�_� "_�� MANHOLE M HJ�4D� D GRAPHIC SCALE CATCH BASIN 0 30 0 15 30 -�� CLEANOUT OO VALVE (WATER) FIRE HYDRANT ASSEMBLY T UTILITY CROSSING O NUMBERED NOTATION WATER MAIN w SANITARY SEWER SN UNDERDRAIN -UD UD- STORM SEWER 1. ALL TEXT do FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHAM BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD /DESIGN DRAWINGS do ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. SURVEY BY Stirs & IRU MVGlNZZ3tM DW. 4815 CMVM S77aW TACOMA Na 984M TEL= (259) 474 -9448 TAX (253) 474 -0159 WNCEDIAR c i All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" (350' SE OF INTERSECTION - COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384-�� (CIVIL) 384.36 DURING CONSTRUCTION, A CONTECH REPRESENTATIVE MUST BE ON -SITE AND PROVIDE A FINAL INSPECTION OF THE DETENTION SYSTEM AND FILTRATION UNITS IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Dais: BY: Dais: BY: Dais: BY: Dab: W- 310001 VELMEIR RETAIL PHARMACY UTILITY PLAN -SITE (RECORD) 1__4c.0 � " I I) - - Z- 7 o o 0 1 09/10/14 RM C1.3 8 M T 9 it 2' _' :n 4 *_ s _ - _. 2 41 D v D :E Z G1 Z C 3 to M M -!� 1- om - 1 - - ;c ^_ a =' - _ tJ - - ' ^ E r.J-N _ -!j - -�- =? r= x ,;cK ^W � ,. %*Oj 0 0 In P a _� M -!j D - = I- :4 * 2 _ -