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HomeMy WebLinkAboutLarge FormatVicin19 itMap O`vner Renton. School District 300 SW 7th Street Renton OVA 98057 (425) 204-2300 (425) 204-2456 Fax Civil En ineer 7936 Seward Park Avenue South Seattle, WA 98118 (206) 725-1211 (206) 973-5344 Fax F_ -jeotechnical Engineer 911- 5th Avenue, Suite 100 Kirkland, Washington 98033 (425) 827-7701 (425) 827-5424 Fax Prirae CO-msuttant 1-1-L D,,A. Hogan & Assoc. Inc. 119 --1st Avenue South, Suite 110 Seattle, Washington 98104 (206) 285-0400 (206) 285-0480 Fax Electrical En, ' .�Y.jneer 720 Olive Way, Suite 1400 Seattle, WA 98101 (206) 224-3667 (206) 667-0554Fax Wong m _ r y sLO U"Ohoo :-.St-L - Lan d Use Permit -� a i f ,�, .E \�, ,ax �-,. � .., F� - ,. <. ... • ,,.. - -: � err ,� . e<. � ,. � � ...,. , �� , . �>, : 3 �,, � , a.,: ,. ti .,..,: : `T..3.;,:" i��. .,, ,::,..�.x ava�--__ m _ '•.�_ v��, a .�. Y ., x' �.,..Y3..;i: � ,. >,,,f §SttE: °, '" a �\�„ � �, ,.... _.. a' .. .. 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'•.., >.>a...., .. v , < .,. ,,.... ., . ... . ,... s� >es >-�__'=*,=as _;..,ny--, a s ., S..ov.,. .: � <au� "; :,. , ; � � _ R. ..,,..., .. 3„a �x a ,� ,e a , .. _.._. ..... <... >:.,: •�@;�fi .>... i..<.<. iv,..,. a ,-,. >.. -... -,. .., .a...,.^ �. ..., >, Y k U, .:.a � ., e � ,4.Na.,, ..\. �. x:,: -- sn..- .,;-'au�m .., > v ,,, , ... ..-;z'�m�i aa�ax % ,>: ,.> a �,: "_ --..->a_ ,.,,' ';r.>a'•, a a.. i, , ,, ,<. - ' , ,-. ,. x. ,...,.^ e , � �, .,, ,..,a� ... � ���`2r�a�•t� s ..,�. site M L 1jesc tion TRACT B, FAIRWOOD PARK DIV. 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 88 OF PLATS, PAGES 30 AND 31, IN KING COUNTY, WASHINGTON; AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 250' OF THE EAST 52T OF THE WEST 553' THEREOF; AND EXCEPT THE WEST 30' THEREOF CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 7206090477. Tract "B" Plant of Fairwood Park Division 9 and the SE 1/4 of the NE 1/4 of Section 28, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the south 250' of the west 553' thereof. Lindber,ah .School Plan Sheet LF-0.0 Cover Sheet LF-0.1 Site Survey w Phan. Q w a t. ".on - �� . _e:_ Notes s _.N �a _ S � e e:_ P.a. LF-1.0 Site Layout Control Plan (Upper & Lower) LF-1.1A Field & Tracy Layout Plan =- P LF-1.2A Field & Track Grading Plan �..... ^ e Y ..Y„ s .<,�,.<e . f \ iE JTm... F V>.Se,+:..Grading, $..d. xl..i. e - rye rCIL . ,� . �`°�.� p3 `�g 4 - _bg. J gyp Upper x� Field ld Tracl< Wasb.N a e,, I=" _ :tndard Sccdo n.s S tc wce. to Detai.Is V > D1an.age _e a_' . ; . ��-J--tio � r � s FeldEve. :ea1s Di -tails 7 Storage Shedl Dea s i .>.. » .s..d.&..L. etic T .R ,_>a�. ..fl.�. P�..�Bn ....> .... H. '.... _ ,.,..,....< Turt i,..1 j�€.. - e$.-_ a• Foot �t,\.6...-.. \.�.,.._`3d 3..—a .Jut � Details Synthetic 1 ._tr!. _Yo cer HeId.1--ayotit & eta ils LE-1.1 Electrical Plan LE-2.1 Electrical Details and Wiring Diagram ro y a 8 'a ; 1 p �-v a.3- € a - g "l 5 s c-d LE-SPL1 Spill Light Model — 70' Pole Height LE-SPL2 Spill Light Model — 30' Pole Height 1 li ER REVISION DATE 0- IR rn 1%i m O 1 C a I I N O 0 3 U v F L O U m •D ID 0 a - CD 3 -R t- z Li Of n 0 0 Of W m 0 z J 0 m o- 0 I LL hi L.L. SDCB 6140 U � REFERENCE BEN H M RIM 396.03 SURVEYOR'S NOTES: IE 410.25 SW 4" CPP IE 394.23 NE 4" CPP KING COUNTY SURVEY CONTROL PT.: N0. 3921 ELEV.=435.71' 'I-\ IE 410.24 NW 6" CONC IE 394.06 SW 4" CPP BRASS PIN SET IN 4"X4" CONCRETE MONUMENT, 0.8' BELOW 1-THIS SURVEY SHOWS APPROXIMATE PROPERTY LINES. THE „ A Portion of Lindbergh High School � SURFACE. (SEE NOTE BELOW) PURPOSE OF SHOWING THESE LINES IS FOR THE CONVENIENCE OF IE 392.32 NE 8 CONC THE REFERENCED BENCH MARK, KING COUNTY SURVEY CONTROL THE VIEWER. THIS IS NOT A BOUNDARY SURVEY AND SHOULD NOT SDCB 5321 IE 391.63 SW 8" CONC n the Southeast Quarter of the Northeast Quarter of " \ ^ BE RELYED UPON AS SUCH. THE SOURCE OF THE APPROXIMATE RIM 410.97 " C ^ n POINT NO. 3921 DOES NOT LIST AN ELEVATION ON THE DATA PROPERTY LINES ARE FROM THE AUTOCAD FILE PROVIDED TO D.R. IE 391.31 NW 18 CONC Section 28 Township 23 North Ran e E a S t W, IVI . / SHEET DOWNLOADED FROM THE WASHINGTON COUNCIL OF COUNTY STRONG FROM D.A. HOGAN & ASSOCIATES ON OCTOBER 13, 2008. IE 409.64 NW 4 CPP IE 391.22 SE 18" CONC ' ) ' � � ���' SURVEYORS DATA WAREHOUSE. THE ELEVATION 435.71', SHOWN NO ATTEMPT HAS BEEN MADE TO VERIFY THE ACCURACY OR IE 409.55 NE 4" PVC King County Washington � Qo o FOR THIS POINT IS FROM THE AUTOCAD FILE REFERENCED IN LOCATION OF ANY PROPERTY LINE SHOWN HEREIN. P \'t\ . SURVEYOR'S NOTE 1. THIS SURVEY ASSUMES THE SURVEY SDCB 6163 0 IIIIIIIII41 VERTICAL DATUM AND BENIGN MARK INFORMATION: HORIZONTAL DATUM: DATUM: NAVD 88 1-BASIS OF BEARING FOR THIS SURVEY IS ON ASSUMED DATUM. C ARK' SDCB 5099 RIM 411 39 nt, •`,,\``,,\'', \� � CONTROL POINT WAS CORRECTLY ELEVATED IN THE NAVD 88 2-EQUIPMENT: DC0RIM 396.19 \ \ `' * VERTICAL DATUM. THE SHOWN ELEVATION MATCHED THE 5" TOTAL STATION USED (ALL PHASES). RIM 397.89 IE 392.50 NE 6" CONC ,\ o`,\ \� :� \ VERTICAL RELATIONSHIP TO TWO ADDITIONAL TEMPORARY BENCH ALL EQUIPMENT MAINTAINED IN ADJUSTMENT TO MANUFACTURER " „ \ ' �', IE 395.32 SW 8 CPP , I \, ���_ R. ,, - , -} "'I� MARKS ELEVATIONS ALSO SHOWN IN THE SAME AUTOCAD FILE. SPECIFICATIONS. IE 392.12 SW 6 CONC ` oa�� `___;IE 395.28 SE 8 CPP I , I \ �,p ' `� --- / j i'\.- � 3-PROCEDURES: IE 392.82 NE 6" CONC 4�� `�; I I'�) o'�`\�/ /+ �\ s TEMPORARY BENCH MARK #1: ELEV.=398.09' FIELD TRAVERSE THAT MEETS OR EXCEEDS MINIMUM REQUIREMENTS SDCB 6181 �° N 1); I;'/ 1 jam`,, � / \ \� � SET REBAR WITH RED DRS CONTROL CAP, #101, LOCATED AT IN ACCORDANCE WITH WAC 332-130. IE 392.62 NW 6" CONC RIM 396.24 �, IE 391.70 NW & SE 6" CONC �v0 N 7:%/11''�' ' Q , \ 1 I ' /: : \� N THE NORTHEAST EDGE OF ASPHALT ACCESS ROAD, 33"f NORTHEAST OF CB 5875. SDCB 5534 co N I --' i- j,/' , / % % 0. I ; % / , 3 \ `,+ 4-SITE ADDRESS: _J -� /,� / ; \ - / \ \ 16429 128TH AVE SE %: �.�; ,'� I 'i , � \ N RIM 398.66 SDCB 6260 n - �' -, j-, \/ /- 0' k*-\ RENTON, WA 98058___-___ ';_ -- ; %/ TEMPORARY BENCH MARK #2: ELEV.=407.42' IE 396.69 SW 4" CPP RIM 396.49 = � �___- _ -i 2 / N , / \ SET REBAR WITH RED "DRS CONTROL" CAP #105, LOCATED 5-THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A IE 396.05 NE 8" CPP IE 394.61 NE 6" CMP \ J �� , d' ; ,rf ;¢ \ \ " ' CURRENT TITLE SEARCH AND DOES NOT WARRANT AGAINST „ `�_----- ----- - r f r o N SOUTHEAST OF EXISTING SCHOOL BUILDING, 55 f NORTHEAST OF \ * I � ;� * Q ,.� EASEMENTS, OR DEFECTS OF TITLE, THAT MAY OR MAY NOT AFFECT IE 392.85 SW 6 CONC \� \ / o� - ACCESS ROAD. SAID PROPERTY UNLESS OTHERWISE NOTED OR SHOWN. SDCB 5586 " IE 392.18 NE 8 CONC N o � RIM 396.00 ����-�_�_�--���_�1� d f "' / A; o M --__\\FN6-AS BUILT INFORMATION PER THIS DRAWING ARE SHOWN HEREON„�Q-, ��, �O \ AS SCREENED FOR WATER LINES, STORM BASINS, SEWER MANHOLES, IE 393.03 SW 6 CONC SDCB 6270 / IR ;/� Q , / \\\ ,,� IE 390.82 NW 8" D.I. (DUCTILE IRON PIPE) RIM 396.39 n_------, / �� POWER AND GAS. PROVIDED BY D.A. HOGAN &ASSOCIATES, DATED �_ G-- � U� y� * , \ 2-27-01. THESE ITEMS WERE NOT SURVEYED AT THIS TIME G --- L 11 I .,I* 'iI, // = \ �3, rr, IE 390.57 SE 18" CONC IE 390.16 NW 18" CONC ° Qr �.I I -A I A , ra �0' ° •� SDYD 5851 IE 390.12 SE 18 CONC r \ I.30 II \,II RIM 396.97 SDCB 6287 ' r / ` - IE 395.22 N 4 PVC RIM 411.18 j `�-� 0l ,'*, fr \\- ''a II \�\ +� IE 409.13 SW 4" PVC (FOUR LINES) -�- \ o // ¢ Q�P� \ \ - * . � \ \ SDMH 5874 IE 408.44 SW 6" CMP / _ � �, r N r \ \\ + RIM 396.02 ;� / `� \ \ ° \ \ r - _ r f M r�, IE 395.23 NE 4" D.I. *- ` - o' \ o SDCB 6311 Q \ RIM 397.03 o.P \Ill At �o r r �N SDCB 5875 IE 394.79 SE 4" CPP g'?� oo�' � * �` \ 30 r` \\\ ����vs� RIM 398.00 IE 394.42 SW 4" D.I. I 6r N , / ;, �? ��5 \\ `. \�� oo�d o-(, IE 395.11 NE 8 CPP IE 394.40 W 8" CPP ` ' ` � - - �e ¢ \ `` 00 N, \ `o IE 394.07 SE 6" CONC MONUMC-4NT IN CASE AS NOTED) f ss),, \ ,jam%_=�= � \ o`� �; O`'----,�. � \ �`�d�s-) SDCB 6119 ° N �- _-------- _ \ \ ,t, ���`�° moo\ \ �'/ b IE 394.07 NE 6 D.I. I f� �� ` �� , !!j - - - `�� N \ r I- ; IQ �w �� \ \ +�bti RIM 396.47 SE REB AR & CAP S __ i �� N', %''. - -__ _` ,�`� �, \ a o ��' \o \ III ' „ # I o `' / !�% - - - ��`�`. \ yo \ \ \� IE 394.36 W 4 CPP �o o I �� N N ;��,� i/ = - =, `%��`: `�� \ M Q� \ \ IE 393.13 NW 4" PVC SDCB 6343 ® STORM DRAIN CATCH B AS'N �� I `�' a ���"-_--_- '� \ \ RIM 387.27 ° I` 0 7'1 - ;\� �� %; \�\ \ \ �� IE 393.02 NE 6" CONC IE 382.39 NW 15" CMP %'I' ('; / ;.�,�� Imo"` ' a� �; \ -t-. IE 392.15 SW 12 CONC STORM DRAIN MANHO� E _ r , , , .I' , , 11,,; ,��`. ����`�v \ �; \ IE 382 20 NE 15 CMP ''1 k ' , 1,/' ; ,i1; IIIII; ; I; I; II I; ; I; ( I; I =?;; ` `� : a \ 1 `` \ IE 391.88E 18" CONC SANITARY SEWER MANHOLE r i' ,11 1I1 11 ���` ��: \ - \ 36 %,,AI y SDCB 6350 -t. M �, ', , , ' ' ' , , , , �`. 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TYPE 1 o CATCH BASIN INLET (C.B.I.) TYPE 2 REVISION DATE 1191st Avenue South, Suite 110 Phone (206) 285-0400 Seattle, Washington 98104 Fax (206) 285-0480 L �N of wAsy� �t#1 ONAL EXPIRES 8/1/09 DATE 01 -14-09 SCALE 1 "=30' DRAWN CPW CHECKED DLA/EJG COPYRIGHT O 2009 DA. HOGAN & ASSOCIATES e --------------- 1AF �- ST d .Car LAY-FOUTN"OTES t ry� { F £ { a ta` C r }� f Be i t l a 1 1 L. i YEA £ t _ y d • a @ C`- t =r @ f � r �gg "� a� < 4" <, 't t� ri x i w n � y { { 4 s S F f'S F, 5 j r' f $ $� a / f ` a `01\ GCS "X CHAINLINK FENCE AND SYNTHETIC TURF CONCRETE CURB X X CHAINLINK FENCE RUBBERIZED SURFACING A/C PAVING CONCRETE RECLAIMED CINDERS 9 -e REMOVABLE FENCE CONCRETE CURBING LIMIT OF SYNTHETIC TURF AND CONCRETE EDGE ANCHOR CATCH BASIN INLET (C.B.I.) TYPE 1 o CATCH BASIN INLET (C.B.I.) TYPE 2 REVISION DATE 1191st Avenue South, Suite 110 Phone (206) 285-0400 Seattle, Washington 98104 Fax (206) 285-0480 L �N of wAsy� �t#1 ONAL EXPIRES 8/1/09 DATE 01 -14-09 SCALE 1 "=30' DRAWN CPW CHECKED DLA/EJG COPYRIGHT O 2009 DA. HOGAN & ASSOCIATES n-Z", 4, 8 v- Al x > N X� 0, -Z X� ce" q 'z-v A, "S 'Y (� v A �3 j cb 5' j�) 33 C,13-12 C1 �0 4 13 'A 'T "N' tell "A A k�r go- '7k 3. g Al J, "P34 IN 4 Ej Al N 4�1 -- ----------- "I . ..... - ------------ _ck� . ......... -w3 "ZI ST - ST K�_ ----------------- C-� ^EV �41---------- ------------ &,v Ax -------- --------- ----- IV ............ "y' k r Q A BO R H 0 —m — - AD_ " t _TbN V7 ------ - RUBBERIZED SURFACING CONCRETE CURBING A/C PAVING LIMIT OF SYNTHETIC TURF AND CONCRETE EDGE ANCHOR CONCRETE CATCH BASIN INLET (C.B.I.) TYPE 1 SAND CATCH BASIN INLET (C.B.I.) TYPE 2 EXISTING CATCH BASIN INLET El (C.B.I.) TYPE 1 LIGHT POLE - SEE ELECTRICAL PLAN 7 REVISION DATE. P id v ➢ -AN 119 1st Avenue South, Suite 110 Phone (206) 285-0400 Seattle, Washington 98104 Fax (206) 285-0480 SCALE I 11 = 20' DRAWN cpw DATE POLE HEIGHT FLOODLIGHTS F1 80' 7 F2 80' 8 F3 80' 7 F4 80' 7 F5 80' 8 F6 80' 7 TOTAL 44 m a n C" Cl 0 M 0 r w x x c.D w m m z i ®n 0 0 a i 0 Lo m AKLING TOGETHER I STAND APART - DATE 12-03-08 SCALE AS NOTED DRAWN CPW CHECKED mu 3 SHEET I�� g m a co r r d ci N P� C tV W J Z C9 W m Z m CG m O O `Ne}' !17 n Ll L I N G IRK TOGETHER I STAND APART - DATE 12-03-08 SCALE AS NOTED DRAWN CPW CHECKED AAU OOPYRIGHT @ 2008 D A HOB & ASSOCATES .. -. _3J SHEET