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HomeMy WebLinkAboutLarge FormatVicini 11 Owner , Renton School District 300 SW 7th Street Renton WA 98057 (425)204-2300 (425)204-2456 Fax Seattle, WA 98118 (206) 725-1211 (206) 973-5344 Fax 911-5thAvenue, Suite 100 Kirkland, Washington 98033 (425) 827-7701 (425) 827-5424 Fax 40=1% Ri 0 F in f in k,.,iiton Uh '1Lj.1 Prime ant. D.A. Hogan & Assoc. Inc. 119 — tst Avenue South, Suite tto Seattle, Washington 98104 (206) 2855-0400 (206) 285-0480 Fax Electrical En2,ineer 720 Olive Way, Suite 1400 Seattle, WA 98101 (206) 224-3667 (206) 667-0554Fax H z Lnd Use Permit Submittal -+ a@4f;4�MP 2009 A*WO 0 1 _TP "!1IMIUM!, -N N �qp 4, NO n L =RC�ZERO% W1MR-IF "M M" 4d 01P 9 j 11 WN 41, R a m, "W J, g�4 n" *3 A M pgg­�M% F a tu 45-14 'pp - INE::Wth P1 1101K L 190W�:, 1 01 N t sk,_-ik 1h 4WN 0 Sit . e M L.egat uescri­-tion The East half of the Northeast quarter of the Northwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the North and South 30 feet thereof. ALSO The North half of the West half of the East half of the Northeast quarter of the Northwest quarter of Section 10 Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the North and, South 30 feet thereof: ALSO The North half of the West half of the East half of the Northeast quarter of the Northwest quarter of Section 10 Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the North 275 feet thereof, and EXCEPT portion conveyed to King County for street purposes by deed recorded under Auditor's File No. 6387732: ALSO The West half of the Northwest quarter of the Northeast quarter of Section 10 Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the North, South and East 30 feet thereof: Also EXCEPT the North 132 feet of the South 264 feet of the North three -fourths of the Southwest quarter of the Northwest quarter of the Northeast quarter and said Section 10. EXCEPTIONS: An EASEMENT affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For: Pole Line In favor of: Snoqualmie Falls and White River Power Company Recorded: July 31,1905 Auditor's No.: 347794 Affects: 10 feet wide over the West half of the Northeast quarter of Section 10 where present line is located. An EASEMENT affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For: Electric transmission line Recorded: October 23,1918 Auditor's No.: 1254827 Affects: The center line is 28 feet South of the North line of Section 10. An EASEMENT affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For: Electric transmission line In favor of: Puget Sound Power & Light Co., A Massachusetts Corporation Recorded: July 23,1943 Auditor's No.: 3324544 Affects: Center line along East line of the West half of the East half of the Southeast quarter of the Northeast quarter of the Northwest quarter of said Section 10. An EASEMENT affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For: Road and utilities In favor of: Harold U. Gragert and Ronald Roos, as trustees for the Kennydale Community Chapel, an unincorporated association. Recorded: November 7,1960 Auditor's No.: 5220834 Affects: The North 8 feet of the East half of the South 132 feet of the North three -fourths of the Southwest quarter of the Northwest quarter of the Northeast quarter of said Section 10. 1 EJ Hazen High School . --Ian Shee-&-- Index I F, HF-0.0 Cover Sheet FT ack Survey 11. ­0� 11A -If-r HF-0.1B Lower Field Survey _ESC Plan. '­Or'2 111--14- & X T Brosion'ontro[Denils ;NIIULC,�S 0 "k ti, Site Dernolit P.Ia-n ..i.on HF-1.0 Site Layout Control Plan (Upper & Lower) HF-1.1A T-rack.Lay,-,.--­t.!t.P1an. HF-1.1B Lower Field Layout Plan H-11.3-112A In"'LckGradhig HF-1.2B Lower Field Grading Plan 1- __ I Trac.._­ Drall.,ia.ge Plan. HFA-3-B t 'Fie'd Urld....11,"itics la-ri. I ower I ..t 1 P HF-1-4A, Track Was!-twater & 1_nd.,o-ation Pla.[.-i D Lo,,�N;,,er 1- iekil. Wasliwater I)Ian. HI -2.1 -ions Cat-i St Sect ...-dard HF-12 Sit,C,_ Detafls i1i age D(­!—ai H f - 2 _") -C-0 1"C' ILS HF-2.4 HF-1,"' 1"ield Eve -rat Pctails IJF­216 111-F-3. I S-ynthetic Turl'Cornt:)osfte Mar.1king'Plan r',� 'I . T " & s FIF-3.2 �)vn.t..h_etic Turf Footba.]] r"lle.1cl- 1--ovout Derail -XI Syntlae Ic I,, 1r.1- H1_ JJ t, ­,"'Ll .- �)Ocl chl .1--ayout & Details HE-1.1 Electrical Site Plan HE-2.1 Electrical Details and Wiring Diagram ltl-I-ricl I tls i. 1"'c.-ilfLaeu.iaind�)h-dtes C HE-SPL1 Spill Light Model — 70 Pole Height HE-SPL2 Spill Light Model — 30 Pole Height x— ,-- Cd Oj C/) ej 0- 0 N O, tr N cn 0 c 0 I ai 0 0 3 v_ F `o U T 0 n rn 3 z w It Ir 0 I z w 0 In r_ 0 LL 6 Li / ---- ------------ J -~ o / \ J x CONNECT AT EX. C-8- / D CONTRACTOR TO VERIFY INVERT m SAWCUT & REPLACE EX. CURB & / PAVEMENT AS REQ'D FOR INSTALLATION / m mv C z ---- v y -- - i z m m CIO \ m v m m m �m c � z C z m oa HORIZONTAL DATUM: SURVEYOR'S NOTES: 1-BASIS OF BEARING FOR THIS SURVEY IS ON ASSUMED DATUM. 1-THIS SURVEY SHOWS APPROXIMATE PROPERTY LINES. THE PURPOSE OF SHOWING THESE LINES IS FOR THE CONVENIENCE OF THE VIEWER. THIS IS NOT A BOUNDARY SURVEY AND SHOULD NOT VERTICAL DATUM: BE RELIED UPON AS SUCH. THE SOURCE OF THE APPROXIMATE PROPERTY LINES ARE FROM THE AUTOCAD FILE PROVIDED TO D.R. STRONG FROM D.A. HOGAN & ASSOCIATES ON OCTOBER 13, *NAVD 88 2008. NO ATTEMPT HAS BEEN MADE TO VERIFY THE ACCURACY OR LOCATION OF ANY REFERENCE BENCH MARK: BOUNDARY LINE SHOWN HEREIN. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH 2-EQUIPMENT: SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2-27-01, 2.2 60DD NAIL SET IN EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. 5„ TOTAL STATION USED (ALL PHASES). ELEV. = 46ET ALL EQUIPMENT MAINTAINED IN ADJUSTMENT TO MANUFACTURER SPECIFICATIONS. TEMPORARY BENCH MARK #1: ELEV.=459.76' 3-PROCEDURES: FIELD TRAVERSE BALANCED BY METHOD OF LEAST SQUARES. TRAVERSE CLOSURE MEETS OR SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT EXCEEDS MINIMUM REQUIREMENTS IN ACCORDANCE WITH WAC 332-130. THE SOUTH END OF THE SOCCER FIELD, 23f SOUTHWEST OF THE WEST GATE POST ON THE ASPHALT ACCESS ROAD. 4-SITE ADDRESS: HAZEN HIGH SCHOOL o _ C) TEMPORARY BENCH MARK #2: ELEV.=463.08' 1101 HOQUTAM AVE NE I - o a a SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT RENTON, WA -- z o n� z o b THE NORTHEAST SIDE OF THE TRACK, 25f NORTHWEST OF THE 98059 v a N " a � r-�, ASPHALT PAD EAST OF THE TRACK. -------------- -- a r-I* O r*, -' o Z m -{ N 5-THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE SEARCH AND DOES -- z *NAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM ABOVE NOT WARRANT AGAINST EASEMENTS, OR DEFECTS OF TITLE, THAT MAY OR MAY NOT AFFECT SAID n I v> s v REFERENCE PROJECT. THIS SURVEY DID NOT VERIFY THE ACCURACY PROPERTY UNLESS OTHERWISE NOTED OR SHOWN. >, ,"r, �--- I v� OF ORIGINATING BENCH MARKS. m 0 O Z 1 o v r APPROXIA8TFB01 0PI. (� TI EP YI�`bR ,g1TI�JG) ARE SHOWN HEREON AS SCREENED FOR WATER, m= _ (n z -i STORM DRAINFIELDS AND POWER CROSSINGS. PROVIDED BY D.A. HOGAN & ASSOCIATES DATED \ o APPROXIMATE PROPERTY LINE (SEE SURVEYOR'S NOTE 1) Jy E 2 CATCH BAIS! .1S 2-27-01. THESE ITEMS WERE NOT SURVEYED AT THIS TIME. W CONTROL STRI,/ _L: / SE DETAIL 1 C4.Nl 11 - - - - - - --- RIM 448.20 1 _ - - r !� 1. E. _ .20 I; I \ ��o `�--- ---- ------ - - - .�� ------ �-- x x'_'---yc. C.,HA---�.� FENCEcF ; ;(i;� ♦ --- - - - -- -• .,, `_-'"-' ,•... x SEE FLOW '`------------- �---- x CONTROL DETAIL 10 I \ ---------- --- BELOW ; , ,1,1 \\;, , . I I �� \ \ a 4 -n kit- --- ------------ '1,'' ', , ` \ o \ v. 0 �\�9 � VIPs� / J 9� a \ \� "Ilkz D TENTlO N -- ---------------- --------------- - m lye i I ` -• '• - ^-•• / \ (�� 'Y \ (�y x x ' \ i I it i `(1` ',, \ I \J /`!\ ; W A 1 N\ N%\0 `:\;� %�`. =+_- ''♦ x \`,\'; tfp Vill o \ �9? - / - ---- x \� ;' �'\ ?s;..•```1,\'`,\'``\'`\ \\ S 96 ``' J I '; I ; ! ; chi 71 ---------------- TYPE 2 CAFE , SEE ETAIL \ ; 1 1 �r RIM �• 450. ._:t \I `. �`, \',, \`;\,`,\''`� '` / l.E.= �441.20 I` =' P� , 9. o \ ------ Ng"SEE FLOW -i`>: \`, \'; \. 9, CONTROL DETAIL `� X, \`,\ ,\ ` R BELOW •� ♦'+. ,\ , ', 1';1';1 , ` p \ I `` \ �9> NIP 1 o m� u ; .�O .I. ,11 111 '; 1; 1 ` ; \ 9>� m 19 n I I , 1 ,, ', \' NO \ '' \ 1'` ; \ ' ��' .•e - -- - \ O A Z ; i ``` fn z 1 I '� ;\ ,�\', i ` , ; '� I i I / ;' i ' a •\Sr Z , CS] 'J X� I Z I I ; I ; ; \',,, , \'♦ ♦`.� ''`\ p �9>J I I ; I 1 i O \ -• ' 1 Z , Z �-' _ ,' , 2 �• I _; i I i ` '', `'', •C�\y\CQ , I / \ \ - i r0 m,,' tss i r'" Y i r�i i x ' ' i I ' \ ` `, \ ,, \ \ J % k NO 15r- ` - , BATTING CAGE NETTING I_ --' r 1 r 1 L ---- _ n fTl W t _ _ - err ♦ ' -'• ♦ 1 1 \ ` \ `\ __.....- �{ -3 __ c--- ---- _- �i• ti0 _ �- - - w--- ___ ______ ____-__-na__--_ _ --- _ _ __ _-_ _ __-- __ __ __ _ "- _ -J - _ ---------' - - - - - - - - -_ _- .� NUN0 - _ - - ----------------- - ----- ---�-- ----- - - 1 - -- -_------- --- -- ---- - --- - ------ / 1 _ - - - PARKING STALLS T' \ -------------------------------- ----------- - - ---------------- _ -, ate,\ -- _ _ __ _ '�- \ \ _ _ - _ -- --- ------------- I I Ac.�(,F 1� - - - ---------------------- - - --------- `'`----- ----- -- - - - - - - - - _ - - --------------------------------------------- --- - - \ ��- - --- - _ ----- _ _ �`- \ i I c 1 1 :G --- _ - - - - x X 3�IV3��?iMlN1YI,1�' if \ X' X jo O 9� /- - -= ---- - #I r mm p p m 6, ' ------ = x--R------ x - (r f,'--•x- - ''; � i i � > •�G •per S ' 6' � O , APPROXIMATE PROPERTY LINE (SEE SURVEYOR'S NOTE 1) m P---' P'-"' P-- 1 I II O\ 1 Zn m _ APPROXIMATE PROPERTY LINE (SEE SURVEYOR'S NOTE 1�� P� _ _ _ _ I P- p- P-- P- P P-- P-- P-- ' _ p-- P P P- P P-- 1 co O .. PE ( _�, P_..--- P- P- .o _ p_ P-- p P- P- P-- P--- I J r ....,...,..�,... _ P---' p---•- P P P_- per_ P P P P--- P--- P P P P--- P--- P L/ I 1 O) _{ P Pam- zmr-q . rL /I 1 0 G JL JL I T Na>� 1 I TOP RA JL JL JL � = z d I �o�� MONUMENT IN CASE AS NbTD <c7�a A Portion of Hazen High School m g acoz 0 SET REBAR & CAP, LS in the Northeast Quarter of the Norhwest Quarter and 1 - Northwest Quarter of the Northeast Quarter of mN ® STORM DRAIN CATCH BASIN 1 Section 10 Townshi 23 North Ran e 5 East W.M. ® STORM DRAIN MANHOLE City of Renton, King County, SANITARY SEWER MANHOLESyt qqg j �g Washington 1 I RA►LL 0 SANITARY SEWER CLEANOUt RIDGID PIPE _ _• I PER WSIDOT SDCB 8278 FIRE HYDRANT SDCB 6831 __- SDCB 5287 RIM 8273 I I . ' -- MAINTAIN 8" COVER RIM 476.96 RIM 458.34 1 , OVER PIPE IE 471.28 E 8" PVC IE 457.24 NW 4" I.P. (IRON PIPE) IE 456.42 W 10" CPP EL. 498.. IE 471IE 456.41E 10' CPP .26 S 36" CMP IE 456.84 SE 4" CPP WATER METER I I r I I SDCB 8279 I 1 -..__ " P E SDCB 5288 SDCB 6832 � WATER VALVE 1 � - °' � � 4-�-.. W� 1 �"�THICK RIM 475.69 RIM 458.50 RIM 457,74 I 1 IE 472.69 S & SE 6" CPP IE 457.38 NW 4" PVC IE 455.32 W 10" CPP I_ PIPE �,CORRUGATED GALVANIZED L "80" IE 455,32 E 10" CPP i 1 I PLATE W -�-�. -++� IE 471.31 N 36" CMP SDCB 6833 X�C YARD LIGHT i _ , ORIFICE OMEN TOP SEE ASM SDCB 5289 RIM 458.42 SDMH 8280 1 I RIM 473.43 IE 457.27 SW 4" PVC RIM 463.18 IE 46118 SW4" I POWER TRANSFORMER IE 471.83 S 8" PVC IE 456.87 NW 4 I.P. I 1 IE 471.11 W 8" PVC SDCB 6834 SDMH 8281 1 SDCB 5290 RIM 458.78 RIM 463.27 POWER POLE 1 RIM 476.22 IE 456.18 NE 4" I.P. IE 461.37 SE 4" I.P. IE 474.84 w 8" PVC IE 474.63 SW 6" PVC SDCB 7171 SDMH 8282 / C GUY WIRE I I 1 IE 474.27 N 6" PVC RIM 448.30 IE 445.45 W 6" CPP RIM 463.21 a IE 461.41 SE 4" I.P. / I C I i I I I SDCB 5291 IE 445.30 S 8" CPP SDMH 8283 a IRRIGATION CONTROL BOX RIM 476.15 IE 474.45 W 6 PVC IE 474.45 NE 6" PVC SDCB 7172 RIM 448.16 RIM 463,16 r/ IE 461.16 SW 4" I.P. / a 1 , ELECTRICAL JUNCTION BOX 1(T PI) IE 445.81 W 6" CPP / I SDCB 5292 n IE 445.80E 6 CPP SDMH 8284 RIM 463,25 a i 1 RIM 476.70 IE 475.36 E 6" PVC SDCB 7173 IE 461.15 SE 4" I.P. a/ / © 1 � I 1 GAS METER I 1 SDMH 5641 RIM 448.48 IE 446.33 W 6" CPP SDMH 8285 /a RIM 463,12 I 1 I RIM 463.12 IE 446.28 E 6" CPP IE 461.32 SE 4" I.P. v GV i I UNABLE TO OPEN / GAS VALVE 1 RMC448.59 SDMFI 8286 /a I IE 446.69 E 6" CPP RIM IE 461.33 a .33 W 4" I.P. I SDCB 7211 /D/ , I ROCKERY I RIM 449.02 IE 444.40 W 8" CPP SDMH 8287 RIM 463,22 / a I IE 461.47 SW 4" I.P. i 1 IE 444.17 N 8" CPP a / -u-- ROAD SIGNAGE I I 1 IE 444.12 S 8" CPP SDCB 8288 �A�p �DaP 4 E 460.02 E 6" CONC DECIDUOUS � ® R. STRONG CONSULTING ENGINEERS `S of WASy ' lq� ��`� �� RIM49.53 IE 443.58 W 8 CPP IE 459.97 W 6 CONC (CAPPED) \p 12 " S TREE , 1 \p ENGINEERS IE 443.53 N 8" CPP SDMH 8289 \p PLANNERS SURVEYORS SDMH RIM 463.10 \A i I EVERGREEN TREE 10604 NE 38th PLACE, SUITE 101 KIRKLAND, 7� RIM 462.2.46 46 IE 460.50 SE 4" I.P. \p t2' WA98033 o 41024 q `+' IE 460.96 S 4" I.P. IRON PIPE ( ) SDMH 8290 \ I I I 425.827.3063 OFFICE , 01 s'r 1, so I \ RIM 463.10IE 800.962.1402 TOLL FREE 425.827.2423 FAX �r� LAB SDMH 8277 RIM 462.46 460.68 SW 4" I.P. A \ A I I � I www-drstrong.com IE 461.26 S 4" I.P. \ I I I I REVISION DATE DATE 1-15-09 SCALE 1 "=30' DRAWN CPW CHECKED DLA/EJG COPYRIGHT 0 2009 D.A. 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Seattle, Washington 98104 Fax (206) 285-0480 U I Of FA 0 + , C'A , % � - 28976 1 0AW I - I EXPIRES 0190 -I DATE 1-15-09 SCALE 1"=20' DRAWN cpw DLA/EJG COPRIPHT @ 2009 DA HOGAN & ASSOCIATES I SHEET E=M bawc 11 11 F m 1 n 1 1SE03" ,Q�V_Qj OP 0/00w 0% IYA ,,,, &A3""Jlj1pVr11 A14R . , I- ly - ­ jj," , &V Uvq 1�,!",�-,_, w 4, IL /J Ij 04 f . � r f REMOTE BALLAST ENCLOSURE . ulr�rnnn�11s,1Y� 111k1^"^k1 nnv CONCRETE 3000 PSI MIN. PRECAST CONCRETE FOUNDATION, 1 S" DIA., MUSCO LIGHT STRUCTURE 2 r' 30" MIN. 1 STEEL POLE DETAIL HE2.1 SCALE: AS INDICATED x m id ry r o" 0 cV M c 0 N W W Q to O M 4 O METERING AND CT SECTION PER UTILITY REQUIRMENTS - 6" TYPICAL EACH SIDE 1 T 90 1 24" INCOMING i CONDUITS 2/0 BARE COPPER ---' SKYIJNE MFG.CO OR EQUAL --x PHOTOCELL. PROVIDE EXPANDED METAL COVER PANEL i i PANEL i i LIGHTING I A I I I B I I ICONTROLLERI I I I I i I I i I i� 25KVA XFMR I Cl I I I I I I I I LIGHTING CONTACTORS GASKETED AND SCREENED VENT TOP & BOTTOM 6" x 6" - 10/10 WWF 3/4 X 10' GROUND ROD OUTGOING CONDUITS AT EACH CORNER LIM,, SCALE: NONE in �- 30" 90" 31f I1 "I `- CONCRETE 3000 PSI MIN. 6" x 6" - 10/10 WWF L' SUPPLIER OF GALVANIZED STEEL POLE TO PROVIDE STRUCTURAL CALCULATIONS FROM A LICENSED STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. CALCULATION TO INCLUDE MIND AND SEISMIC LOADS PER IBC 2003. SUBMIT WITH MANUFACTURER SHOP DRAWINGS DURING SUBMITTAL PHASE OF THE PROJECT. ?� CONTRACTOR TO COORDINATE WITH PEDESTAL MANUFACTURER TO ENSURE PROPER SIZING FOR ALL ELECTRICAL EQUIPMENT. 1. CONTRACTOR TO REFER TO SOILS REPORT IN PROJECT MANUAL TO ASSESS CONDITIONS AFFECTING DRILLING FOR INSTALLATION OF POLE FOUNDATIONS. P��> ALTERNATE FOUNDATION DESIGN ALLOWED. PROVIDE MOW STRIP AT TOP OF FOUNDATION. SMOOTH FINISH CONCRETE AND SET AT GRADE. CONDUIT RISER SHALL BE INSTALLED FLUSH TO POLE PRIOR TO POURING CONCRETE. S PA YR" L I N G WORK TOGETHER I STAND APART- 720 Olive way, Suite 1400 Smtile, Washington 99101-1853 206.667A555 SW.667.0610 =W.epadkg C= DAHOGAN 119 1st Avenue South, Suite 110 Phone (206) 285-0400 Seattle, Washington 98104 Fax (206) 285-0480 -'o G - r- � 31353 �GI STERN SrONAL DATE 12-03-08 SCALE AS NOTED