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HomeMy WebLinkAboutLarge Formatt tA s �r / yam--_423 SEE SHEET 3 { � A , INE / { MATCHLINE i' Sz / { I \ AS HALT II CONC. WALK T LAWN `r P { All I �C�lTEPS // I \��-------(/ Q { { �'' N2i� AND WALL �/ I HANDICAP 1 r--I------T---�D ASPHALT { { 1 STORY WOOD / --- I ---PARKING- I --- �T----- % { FRAME BLDG. I % I I / o { 1 { g - r - '*__1CONC. / FIN. FLOOR `\j \ STORM MANHOLE CURB { / EL. = 426.07 /G RIM 424.05 E 418.92 (8" PVC S.) { WOOD PORCH FIN. FLOOR IE 414.89 (8" CONC. S.) Q { / { AND STEPS x EL. = 431.00 IE 414.62 (8" CONC. W.) 8° WILLOW 3- O { 424 q{ LAWN x IE 414.30 (8" CONIC. SE.) b �{ c, CATCH BASIN IE 413.96 (8" CONC. NW.) z I { RIM 423.33 ov x (CAPPED DOWN TURNED � N SAN. SEWER MANHOLE D--------- -- --D 6" D.I. TEE, W.) D - CATCH BASIN 421.40 (TOP TEE) RIM 424.08 - _ D - - - - { { RIM 423.32 420.40 (BOTTOM TEE, INLET) W 413.75 AT CENTER OF - - - - - W z CHANNEL (8" CONC. S.,NW.) O (CAPPED DOWN TU CUED x { � 6 D.I. TEE, NE.) W _ CONCRETE { IDCO 421.70 (TOP TEE) _ { 1 420.78 (BOTTOM TE , INLE ) ATCH BASIN RIM 423.40B 2 .401N M 423.2go �J I (CAPPED DOWN TURNED CAPPED DOWN TURNED T 421 43 TOP yTD TEE) x 42156 (TOP TEE) (_1,_f Q 20 0 10 20 40 FIN. FLOOR / { I c EL. = 425.02 -'� { I{420.44 (BOTTOM TEE, INLE) CONC. 420.58 (BOTTOM TEE, INLET) { II CURB CATCH BASIN RIM 423.33 SCALE: 1 " = 20' { I i x (CAPPED DOWN TURNED { I 6" D.I. TEE, W.) CATCH BASIN { {{ 421.37 (TOP TEE) RIM 423.45 { - - - - - - _ - - _ 420.37 (BOTTOM TEE, INLET) (CAPPED DOWN TURNED - - - -" - - - - - - - - - _ 6" D.I. TEE, E.) D--------D-- 421.69 (TOP TEE) Q { i - - D 420.77 (BOTTOM TEE, INLET) x IF---------- - - - - - - - --- { I I{ CATCH BASIN I RIM 423.26elf �. CATCH BASIN { I{ x (CAPPED DOWN TURNED RIM 423.36 { I{ 6" D.I. TEE, N.) IIq (CAPPED DOWN TURNED { 421.69 (TOP TEE)to Of 6" D.I. TEE, N.) { i{ 420.73 (BOTTOM TEE, INLET) rn ul 421.72 (TOP TEE) o { { 3 Sri 420.84 (BOTTOM TEE, INLET) Q o { I) r7 N O NELSEN { { �' I{ 8' CHAIN w { I \� LINK FENCE 'r 1n J 1 STORY WOOD o 0 I{ FRAME BLDG. N MIDDLE _ { I RCATCH IM 423.39BASIN + 423-- 0 I { FIN. FLOOR (CAPPED D A z S C I u I 0 0 L. -� - - W - - - - - {� D I EL._ 426.49 + 2Q .I. TEE, NW.) WOOD PORCH - D ---D 422.14 (TOP TEE) { { AND STEPS 421.15 (BOTTOM TE L N x { �{ 1 POPLAR FIN. FLOOR { I{ CATCH BASIN / EL. = 424.99 { RIM 423.33 0 x { I{ (CAPPED DO N TURNED { I { 6" D.I. TEE N.) LAWI 421.80 (T P TEE) 420.82 ( OTTOM TEE, I /T) { CONCRETE i IiDOUBLE 14' PINE CATCH ASIN 6" PO LAR RIM 42 .74 x w { I{ (CAPP D DOWN URNED { I{ 6" D.I. TEE, NW.) N 421.4 (TOP T E) ` �- - { ` _• � � - - - 420. (BOTT M TEE, I ET) OLD PROPANE TANK SC01l ` D ENCLOSED BY 4' x ci " { 8" POPLAR 1 CHAIN LINK FENCE x o �0 I U x CATCH B C ■ o { I RIM 423.51 1 ' POPLAR FIN. FLOOR I (CAPPED DOWN TURN D A EL. = 431.11 3" POS1� { I6" D.I. TEE, N.) CAT BASIN x �S 11421.40 (TOP TEE) RI 423.73 (TYP. ) COLUMN J tK { 11 0.4 OTTOM TEE, INLET) ( APPED WIN TURNED - 1\---- S------ - { D.1. T E, N,) ___-L_-----5- - 421.47 TOP TEE) 27 426 425 { t CATCH BASIN 420.4 (BOTTOM TEE, INL ) J�------ -_D-- L--- D ❑ CONC. RIM 423.44 �26 I COVERED I \ - �-D---------\-D--------- --D ----- - CU I (CAPPED DOWN TU 0 AREA ` ))� �^ -' -D--------_____--D-----------D--------- ���, D.. E, NE.) 2-8" POPLAR CATCH BASIN - \ 1 _ / /- - - - - D - - - - - - - - - - - D LAWN AND TREES 6'� 0 RIM STORM25.70 HOLE { I ` 421.67 (TO ) x RIM 429.15 � � - D - - - - TCH BASIN 420.64 BOTTOM ,INLET (CAPPED DOWN TURNED a L - --- D - - „� 0 { I ( ) 6" I RI 423.46 �,°` o IE 420.33 (8" P W.) I{ � 6" D.I. TEE, S.) OCO n BENCH LJ ji a (CA PED DOWN TURNED IE 415.87 ($" C NC. S.) DCO 427.66 (TOP TEE) L` CONCRETE (TYP.) 1 ! 6" .L TEE, N.) IE 415.90 (8" C NC. N.) 426.71 (BOTTOM TEE, INLET) I 42 .16 (TOP TEE) { ASPHALT 4 f �H 428 RAILING AT l x 2.22 (BOTTOM TEE, INLET) CATC BASIN ASPHALT { \ � 423.45 { I 10" POPL R EDGE OF �`;I. A (CAPPED DOWN TURNED { R{ / CONCRETE . { !\ C NC. x -��DCO A 6' D.I. TEE, N.) � o{ - - - - - - - - - - LAWN {l\ M PLE 6" MAPLE 423.01 TOP CONIC. 14" POPLAR I CA FI�13 TC ASI 425 (BOTTOM TEE, INL ) { I LAWN CURB { 429 x �'BIKE RACK I \TZIQ-42CATCH BASIN I I %SCARPED -1�OW 426 MAPL { { +� (TYP.) CATCH BASIN U '1 '}Sl N�E(6 6:lr..IEE S. 6" MAP RIM 429.25 CAPPED DOWN TURNED 427 i{ � ;�8. 4 (tO9 TEE) 6" D.I. TEE, S. { (CAPPED DOWN TURNED `�-- 6" D.I. TEE, SE.) ` �--'.HEFT 42 OTIOTiT 4 8 E 428 NELSEN F { \ 430 x 428.04 (TOP TEE) .31 BOTTOM TEE, INLE 429 SIGN �` { I{ 6" PO LA 430 427.05 (BOTTOM TEE, INLET) 430 SSO\O RCAT IM 4 9.89IN (CAPP DOWN TU N D CONIC. x - �-° --� CONIC. WALK { � 6" D.I. E, N.) a CURB 428.24 ( P TEE) 427.23 (BO TOM TE , I LE<) RIM 430.06 ASPHALT (CAPPED DOWN TURNED I I { \O o 6" D.I. TEE, S.) 15' WATER MAIN EASEMENT ( { 3 10" PO AR ] D ) J CONIC. WALK ~-' --=ti I 428.89 (TOP TEE) TO CITY OF RENTON PER I D o -i --- "-� --- 427.91 (BOTTOM TEE, INLET) AND EASEM O T A.F.N. 99002 - x 430 - -- I --_----- BUS 8501030454 ASPHALT \ - - D VISI QR D�0 D o LOADING { { \PARK ING LAWN D-------_ DCO I TOR 20' PO LAR __ NO CATCH BASIN .KING \ .._ I 0 `� i { --CONC. WHEEL STOP (TYP.) I CONC. FLAG\> \1 0 _ _ _ --- PAARKING { I RIM 430.21 ` �� POLE BASE { � (CAPPED DOWN TZAR ED \ �� --- CONIC. ----- 430 - - - - J. { 6" D.I. TEE. N.) x CURB ------------- --------------=W=-----' { 42 8 (BOTTOM TEE, INLET}\ - ASPHAI T - - _._ - - - - - - - -- __------- -v �Ae EXITS 22" PLAR ------ - - - - - - -- - ---- _-----P� -- 430 _--- 1 - --°-G--- EDGE OF x -- ---- -- _ -- --- ��---sue _._ VV--� -----G------G -- ---- -� �ST�/q�T ASPHALT,. _ '�` ___ _ --------W---- -`EXIT. 429 - ��_--- -- ---G----__-- G--------- ------ -- ---_ --- �3, -D 5 MPH wA1k !�% _ -----G------- -'-_---------- - --- C ITCH BAS --- - - --- --- 435 SIN - '�\ 2 --G------- -- -D-__ --- -- t�=l x _ _ _ - _ _ - .-- - ---- _ - - - - - - QA�TEH-B�tStN- - --D-- �4 - �ATG`f P BASIN - CAS _BAS 4M #-29 40 OW NED 431 �(C-frPRE (TO � \ EE::S62 I:- FEE 4 A--) i-2 �M�E T) 435 .0(1- fvt -- -.-_-- -- 450- 453 x-- x-- ----x- ---- 453 x--,.-..-x x x___----x -x 8' CHAIN x- -x�l LINK FENCE / --__=--x DRAINAGE CHANNEL (HALF DIAMETER 18" CONC. PIPE) NEAR TOP OF BANK CHAIN \ INK FENCE U MATCHLINE A ---A SEE THIS SHEET ►N i 1 01 L1 °' (rt NW. CORNER SEC. 29 cn z CALCULATED POSITION cO PER CITY OF RENTON SURVEY CONTROL w o o un N 87'09'45" E 2637.84' N 87-09'45" E 824.69'(R) N 18'50'46" W 50.24'(R) N 01'44'32" W 191.65'(R) N 88'16'27" W 47.19 (R) SMEETA4 1 SHgET 13 J - '1P SHEET LAYOUT I x cn w x x 8' CHAIN LINK FENCE 4' CHAIN LINK FENCE n a i CONC /Z CURB CATCH BASIN RIM 449.82 1 IE 448.00 (12" CONC..) IE 447.91 (12" CONC. q.) 164.53'(C} 2 Q ',R i O N 1 /4 CORNER SEC. 29 9p. `V FOUND 3" BRASS DISK Arp• �PJ STAMPED "TOWNSEND AND ASSOC. LS 9634. CITY OF RENTON SURVEY SEE SHEET 3 FOR MONUMENT #895. �F BOUNDARY AND EASEMENT DETAILS IN THIS AREA S 88'13'31" W 30.06'(R) 3 O v � d- cD HI) 0 00 Cd o S 88'13'31" W- 949.06' ------ S 88'13'31" W 979.11'(R) BOUNDARY DETAIL SCALE: 1 "=200' -CONC. CURB EDGE OF ASPHALT. �RR XQ� \ J \ S I CONC. 8' CHAIN CURB t INK FENCE EDGE OF ASPHALT p i S 88113'3"EW� ' 30.06'() 1 1I { 1{f I� t I C� -W p " STOP 4 I AS HAL { T G + G A o t l I -45451___� ED E OF ASPHALT { ` x LEGEND W GAS VALVE ❑ CATCH BASIN STORM MANHOLE DCOO STORM CLEANOUT SCOO SAN. SEWER CLEANOUT 0 SAN. SEWER MANHOLE -0- UTILITY POLE GUY ANCHOR LUMINAR -¢ STREET LIGHT ® POWER J-BOX ❑ TELEPHONE RISER * SIGN AS NOTED --- cl WATER MAIN MARKER o BOLLARD FIRE HYDRANT D4 WATER VALVE f� IRRIGATION CONTROL BOX W MONITORING WELL PAINTED HANDICAP STALL SYMBOL 20" FIR CONIFER TREE, TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE 20' POPLAR O AND DIAMETER AS NOTED UTILITY LINES D STORM DRAIN LINE S SAN. SEWER LINE (PER RECORD DATA) -----G-- GAS LINE -----D-- STORM DRAIN LINE - - - - -S - - SAN. SEWER LINE -----W-- WATER MAIN BASIS OF BEARING WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83/91 CITY OF RENTON SURVEY CONTROL POINTS #895 FOUND 3" DOMED BRASS DISK STAMPED "TOWNSEND AND ASSOC. LS 9634. N 1/4 CORNER SEC. 29 N 170706.004 (52031.294m) E 1303177.356 (397209.253m) ELEV. 408.87 (124.625m) #1863 FOUND 1 /8" COPPER PIN ON CONCRETE POST MONUMENT IN CASE LOCATED AT SE. 168th ST. AND 116th AVE. SE. N 167989.621 (51203.339m) E 1305752.846 (397994.264m) ELEV. 139.927m VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCH MARK: CITY OF RENTON SURVEY CONTROL POINT #895. (SEE BASIS OF BEARINGS NOTE FOR DESCRIPTION) ELEV. 408.87 (124.625m) ECRU I PM EN T USED 3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING, N OTES 1. BOUNDARY AND SANITARY SEWER EASEMENT SHOWN HEREON IS BASED ON NELSEN MIDDLE SCHOOL SHORT PLAT RECORDED UNDER RECORDING NO. 8107299002, RECORDS OF KING COUNTY, WASHINGTON. THIS TOPOGRAPHIC SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY BY AHBL, INC. 2. REFERENCE: NELSEN MIDDLE SCHOOL WATER LINE LOCATION MAPS DATED 3-16-81 AND 5-14-81, 3. THIS SURVEY DOES NOT NECESSARILY REFLECT ALL EASEMENTS OF RECORD THAT MAY AFFECT THIS SITE. SURVEYOR'S CERTIFICATE I, JOHN W. BECKER, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN JANUARY AND FEBRUARY 2004 AT THE REQUEST OF THE RENTON SCHOOL DISTRICT. JOHN W. BECKER, PLS 13670 DATE Client: RENTON SCHOOL DISTRICT 1220 NORTH 4th STREET RENTON, WA 98055-1539 JOE LAMBORN 203562.50 Issue Set & Date: MAY 06, 2004 of w B 0; tt',,s . d'13670 �G STEg�'9• Q4�� TONAL LA10 5 EXPIRES SEPT. 3, 2005 REUSE OF DOCUMENTS THIS DOCUMENT HAS BEEN SIGNED EIECTRONCkLY N ACCORDANCE NTH NAG 196-23470 AND CHAPTER 19.34 RCW. RNAUT101ZED ALTERATION OF ANY OF TEE IWORMIATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CTRTFICATIOH ANO "AR E. THE IDEAS AND DE"S NCARPORATED HERR4SN, AS AN INSTRUM;NT OF PROFESSIONAL SERHC:, tS THE PROPERTY OF AHEIL AND IS NOT TO BE USED, N WiOtE OR N PART, FOR ANY OTHER PROJECT WTHOUT ►PoTTEN AUTHORIZATION OF A EL 0 A -- Revisions: Designed by: Drawn by: Checked bv: DGP JB Sheet No. bEVELp'MENT PLANNING 1DITY OF r FiNf "+`_ ..N AUG I r 1 of 4 Sheets LEGEND M GAS VALVE ❑ CATCH BASIN 0 STORM MANHOLE DCOo STORM CLEANOUT SCOo SAN. SEWER CLEANOUT Q SAN. SEWER MANHOLE -0- UTILITY POLE '�- GUY ANCHOR x LUMINAR - STREET LIGHT ® POWER J-BOX ❑ TELEPHONE RISER m SIGN AS NOTED -u- WATER MAIN MARKER o BOLLARD FIRE HYDRANT D4 WATER VALVE �{ IRRIGATION CONTROL BOX 0 MONITORING WELL PAINTED HANDICAP STALL SYMBOL 20" FIR CONIFER TREE, TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE 20' POPLAR AND DIAMETER AS NOTED UTILITY LINES D STORM DRAIN LINE S SAN. SEWER LINE (PER RECORD DATA) -----G-- GAS LINE -----D-- STORM DRAIN LINE -----S-- SAN. SEWER LINE -----W-- WATER MAIN SEE THIS SHE T k MATCHLINE B B k EDGE OF ASPHAL k X rF x x X Nx x X x N x N d- -0- x o� N x N x x x x x X x N a� N O x a ; Q 4' C AIN LINK FENC 0 ° x YI LD \NO °j HORSES N \ tl- DGE OF ASPHALT i NO OUTLET IW 0 S s SAN. SEWER MANHOLE RIM 431.51 421.37 AT CENTER OF CHANNEL (8" GONG. E.,W.) N 88'16'27" W 47.19'(R) w w 0 cl- Ld I I � rn .5■1I x Q I z v' 12 x �A Gi N x c0 J 0, x ul WATER VAULT � x 8' CHAIN LINK FENCE V) RIM 415.44 IE 413.91 (6" PVC E.) IE 413.83 (6" PVC N.) IE 413.82 (6" PVC S.) �D D SAND PIT SEE SHEET 4 MATCHLINE 5'INTE Al ESMNT { OCI F E T N E i ( P RC.N . 102902---I F- N E S ME T 85 1 30 54 I I tl• N N N N N co { J (A I LAWN 1. dN 41 0 �t { EDGE OF ASPHALT D DCO ( o { WATE / °Q o VAUL ST R M H LE R 30 40 24 5 8" V N .) { { FIRE LANE -- --_--D---------'- 41 .6 A CNTR F I A N ( N .,NW.) I O W f-- { ASPHALT 2" PIPE W jIDGEOF I/ INTO BLDG. W I cn / I U Il30 W CATC B I o { { RIM .2.33 { FIN. FLOOR (C PP DE ONN E l0 I EL. = 431,11 )U { Oc 01, 4 .7 OR T ) i I. CONC. PAD O'��,AT.CONC. 2 8 (B TT M E I E .. I I ASPHALT { FIN. FLOOR S R N 0 CURB O { I EL. = 431.01 IM 43 .2 4 .8 N R F I I-- I �-D ----- H L 0 C. E i I_ 430 IH ^� lot 7 SAN. SEWER MANHOLE �� �4� RIM 430.12 I I �ry`o p 418.97 AT CENTER OF I CHANNEL (6" CONC. S.,SE., I 8" CONC. N.) I I { I i I NELSEN MIDDLE I S CATCH SIN � M I it I SCHOOL RIM 42 .99 PPE (CADOWN TURN D- 6" D.1, ITEE, E.) 427.73 (TOP TEE) 426.7 (BOTTOM TEE, INLET) - D - - - -" - - D 1 CONC. WHEEL D------.- - - - - - -- -D-- I O STOP (TYP.)�; CATCH BASIN I , I ` RIM 429.51 CATCH B SIN (DOWN TURNED o RIM 429.4 6".D.I. TEE, W.) { (CAPPED OWN TURNED o 427.97 (TOP TEE) I I 6" D.I. TE SE.) HMO 426.99 (BOTTOM 427.57 (T P TEE) TEE, INLET) 426.98 (B TTOM TEE, I T) ASPHALT ACIPHALT Z. I I T{ I i - -_P- -` FIN. FLOOR o I EL. = 431.16 II CATCH BASIN \� CONC: PAD RIM 428.02 SC I (CAPPED DOWN TURNED CATCH BASIN 6" 0.1. TEE, SW.) RIM 429.65 426.57 (TOP TEE) 0 (� (CAPPED DOWN TURNED 425.60 (BOTTOM I 6" D.I. TEE, SW.) TEE, INLET) FIN. FLOOR 427.41 (TOP TEE) EL. = 431.06 D- - -- - - - - - - - - - D - - - O �` - D - - - - - _ _I- I 426.42 (BOTTOM TEE, INLET) I FIN. FLOOR CATCH BASIN j I I EL. = 431.13 RIM 429.35 � i I I A ClA I (CAPPED DOWN TURNED / I OLD PROPANE ONC. CATCH BASIN IM 4 Z .0 6" D.I. TEE, _.E.) / I TANK ENCLOSED LOADING RIM 428.88 / I I DOCK (CAPPED DOWN TURNED ( P E 0 ILI N D 427.78 (TOP TE , I BY CHAIN LINK 6" D.I. TEE, S.) D. E. 426.81 (BOTTOM T IN T) i I I FENCE 2 6 (T P E / , I � 427.50 (TOP TEE) 2 9 (B 0 I) / I I I 426.52 (BOTTOM TEE, INLET) TE N E i� FIN. FLOOR EL. = 430.94 i CONIC CURB I I I CO a L- �- Y WALL � CONC. CONC. CURB CURB W:*,TEST WELLS I CONC. WALK I -- IN CONC. P D I O DK O I I i; I 429 ASPHALT 0 GONG. CURB ALT I �' ,• I I I I I /, O '- I I I "�CONC. WHEEL D I STOP (TYP.) � 0 D CATCH BIAE IN // A STORM MANHOLE I I I D D� RIM 426 6 2g RIM 429.51 I I I' D - CATCH BASIN O I(CAPPE D N T R E I �� 422.29 AT CENTER I I- I RIM 428.94 STORM MANHOLE 6" D.I. EE W. I Q CATCH BASIN OF CHANNEL (8" I I I (CAPPED DOWN TURNED _ RIM 429.94 0 425.78 T TE) /� RIM 427.50 CONC. N.,E.) I I 6" D.I. TEE, S.) (� - 1 IE 426.53 (6" PVC W.) 424.85 (B T E I L T) , (CAPPED DOWN TURNED I.; 427.46 (TOP TEE) I ( IE 423.59 (8" CONC. S.M.) 6" D.I. TEE, SW.) 429 \ I 426.52 (BOTTOM TEE, I LET) I LAWN / 4 \ I I I RIM CH Al IN PARKOING 9 CHANNEL (12" CONC. .,N.) ,� ASPHALT \R2 424.01 (BOTTOM TEE, INLET) \ \ I � 8 ASPHALT \ I ( { (CAPPED DOWN TURNED x \ 0 I 6„ D.I. TEE, S.) eATe RIM 4 6. / \ I CATCH BASIN ( ST P �2 TOP TEE) v 8' CHAIN (CAPPED DO At- NE `I RIM 428.26 I 425.58 (BOTTOM T x LINK FENC �6I:-TEE, S (CAPPED DOWN TURNED 417 SAN SEW MANHO 2g:4}-(� P T /� CATCH BASIN 6" D.I. TEE, S.) ( CONC. RIM 427.5 \ I� 427.62 (TOP TEE) I I ASPHALT CURB Lq 418 423. 425. TTO INL - - - - - - - - ENTER F CHAN CAPP D DOWN TURNED WAT I \ 426.63 (BOTTOM TEE, INLET) O _ _ - - - AIN U G 15 WATER MAIN EASEMENT „ _ _ _ _ J 419 8" CONC. E.> 4' CHAIN � � 6 D.I. TEE, S. LTS ( - w 420 NCE 12" CONC. N. LINK FENCE ';, TO CITY OF RENTON PER ) 42S `- - - - `- - - - - _-421 EAS ) x x x- S.P. REC. N0. 9107299002 427.17 (TOP 426.22 (BOTTOM )TEE, INLET) I - -& W -------x - - - - - - - - - � EST x _ _ - - � x x x �. O CONC.---.------- / � �_ -- G----G2� -.- -- d ��� ASPHALT WEDGE �� ------ c6 ---- ------BUR$ - ----F ----_ -G =_-.------ --_ o ° N AT FACE OF S --------- / __ ----- D ---L- -D-----------D---- Z o --- ---- - CONC_CURB �� _ --- SCUD--- --- - --D-- - _ SAN. SEWER MANHOLE A}30 -- - - - -�=fix--- --�-D------- - _.'--,-429 RIM 427.94 o N --- -----x---yG --_----- -- TIN 8' CHAIN ---- 430 - N C8P! . - - - - - 435 --- ------ o------�� - ---- ----- -- ---------------------- DRAINAGE CHANN- - - - - - - - - 0 k2g (HA ETER 18" CHAIN LINK o / g --4'JO NC. PIPE) NE 10.00- 440 - i CATCH BASIN ASPHA FENCE, 4' N5� TOP OF B� I~ -'I TO SOU T NOTE: 10.00 FOOT UTILITY EASEMENT A.F.N. 5562366 CALLS FOR THE l a RIM 421.96 8' TO AST CENTERLINE OF SAID 10.00 EASEMENT TO RUN DUE EAST FROM THE WEST LINE M 0 (CAPPED DOWN TURNED OF THE PROPERTY A DISTANCE OF 400.00 FEET, MORE OR LESS. IT APPEARS X I I 6" D.I. TEE, N.) FROM THE LOCATION OF THE EXISTING UTILITIES THAT THE INTENT OF THE l 419.89 (TOP TEE) EASEMENT WAS TO RUN IN THE DIRECTION SHOWN ABOVE. YOU ARE ADVISED / 418.92 (BOTTOM TEE, IN ET) TO CONSULT YOUR TITLE INSURANCE COMPANY FOR CLARIFICATION. po I I x K x x 1n E x X x x x x x X X a x CONC. PAD x SAN. SEWER MANHOLE RIM 416.42 413 79 AT CENTER OF pil / X -`-x x N MAT LINE B - B NOTE: 10.00 FOOT UTILITY EASEMENT A.F.N. 5801097 CALLS FOR THE % CENTERLINE OF SAID 10.00 EASEMENT TO RUN SOUTHERLY PARALLEL WITH TF ( I x k WEST LINE OF PROPERTY BEGINNING AT THE TERMINATION POINT OF THE / I 400.00 LONG EAST WEST EASEMENT DESCRIBED IN DOCUMENT RECORDED UNDER A.F.N. 5562386. BECAUSE OF THE QUESTION AS TO THE INTENDED "��I Nn `�` 4' CHAIN `tip S�F�E THIS SHEET �� ° I N w P d �r �+ LINK FENCE LOCATION OF SAID EASEMENT A.F.N. 5562386 NOTED ABOVE, YOU ARE ' ' ti � ' ' � � � � I ' ( I ADVISED TO CONSULT YOUR TITLE INSURANCE COMPANY FOR CLARIFICATION. Proiect Title: NELSEN MIDDLE SCHOOL Client: RENTON SCHOOL DISTRICT 1220 NORTH 4th STREET RENTON, WA 98055-1539 JOE LAMBORN immikim 203562.50 Issue Set & Date: MAY 06, 2004 V. o w$k C� 5.: o2 o� 0 o13670 �.. �cPs���'C STER�'9•�•Q'�,cy I�NAL LAls� 0 EXPIRES SEPT. 3, 2005 REUSE OF DOCUMENTS THIS OOQ ENT HAS BEEN SIGNED ELECTROCALLY IN ACCORDANCE WIN WAG 196-23-070 AND CHAPTER 19.34 RCN. UNAUTHORIZED ALTERATION OF ANY OF THE PFORYAITON ON THIS OOWYENT WWL INVALIDATE THE DOCPOL MY CERTIFICATION AND SIGNATURE THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRIIENT OF PROFESSIONAL STRNCE, IS THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN WIOLE OR IN PART, FOR ANY OTHER PROUT W➢MT WbTTEN AUTHORZATO OF ARBL A A 0 A A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP JB Sheet No. AWL 2 of 4 Sheets to +r 10 20 • 9 =� LEGEND M GAS VALVE ❑ CATCH BASIN STORM MANHOLE DCOO STORM CLEANOUT SCOO SAN. SEWER CLEANOUT Q SAN. SEWER MANHOLE -O- UTILITY POLE E — GUY ANCHOR LUMINAR STREET LIGHT POWER J-BOX a TELEPHONE RISER SIGN AS NOTED -�- WATER MAIN MARKER o BOLLARD FIRE HYDRANT DQ WATER VALVE IRRIGATION CONTROL BOX y MONITORING WELL PAINTED HANDICAP STALL SYMBOL 20" FIR CONIFER TREE, TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE 201, POPLAR AND DIAMETER AS NOTED UTILITY LINES D STORM DRAIN LINE S SAN. SEWER LINE (PER RECORD DATA) -----G-- GAS LINE - — — — -D — — STORM DRAIN LINE -----S-- SAN. SEWER LINE -----W-- WATER MAIN Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: NELSEN MIDDLE SCHOOL Client: RENTON SCHOOL DISTRICT 1220 NORTH 4th STREET RENTON, WA 98055-1539 JOE LAMBORN Job No. 203562.50 Issue Set 8 Date: MAY 06, 2004 BN C� 13670 Eg�9•tij4a� jCNAL LAN' EXPIRES SEPT. 3, 2005 REUSE OF DOCUMENTS TNS DOMOT HAS 80 SUED ELECTRWA LY IN ACCOROka NTH MAC 196-23-010 AND CHAPTER 19A RCM. UNAU"ZED ALTERATION OF ANY OF THE PVORMAOON ON INS MM04T I&L INVALUATE THE D000T, MY CERTIFICATION AND SIGNATURE THE UFAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRMUT OF PROI'MONAL SERHCE, IS THE PROPERTY OF AHOL AND IS NOT TO DE USED, IN MOLE OR IN PART, FOR ANY OTHER PRO,ECT ➢UHOUT WRITTEN AUTHORIZATION OF MOL A" a Designed by: Drawn by: Checked by: DGP JB Sheet No. 3 3 of 4 Sheets • LEGEND GAS VALVE ❑ CATCH BASIN STORM MANHOLE DCOo STORM CLEANOUT SCOo SAN. SEWER CLEANOUT O SAN, SEWER MANHOLE -O- UTILITY POLE E- GUY ANCHOR LUMINAR --¢ STREET LIGHT ® POWER J-BOX ❑ TELEPHONE RISER SIGN AS NOTED -o- WATER MAIN MARKER a BOLLARD FIRE HYDRANT DQ WATER VALVE I� IRRIGATION CONTROL BOX Q MONITORING WELL PAINTED HANDICAP STALL SYMBOL 20' FIR CONIFER TREE, TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE 20' POPLAR' --,'AND DIAMETER AS NOTED UTILITY LINES D STORM DRAIN LINE S SAN. SEWER LINE (PER RECORD DATA) -----G-- GAS LINE - - - - -D - - STORM DRAIN LINE -----S-- SAN. SEWER LINE -----W-- WATER MAIN Project Title: NELSEN MIDDLE SCHOOL Client: RENTON SCHOOL DISTRICT 1220 NORTH 4th STREET RENTON, WA 98055-1539 JOE LAMBORN Job No, 203562.50 Issue Set & Date! MAY 06, 2004 �� of WBN �o rs1 13670 : w ��s ��GISTEg�9'�j4a EXPIRES SEPT. 3, 2005 REUSE OF DOCUMENTS THIS OODMT HAS BEEN SIONED ELECTRWAILY N ACCCROANCE NTH NAC 196-23-070 AND CHWTER 1134 RCN. UNAUTHORIZED ALTERATION OF MY OF THE RFONAiION ON THIS OOCUYENT WLL INVALIDATE IRE DOCLLIENT, MY CERTIFICATION AND SIGNA%M THE IDEAS AND DESIGNS INCORPORATED HEIU. AS AN INSTMOT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN YHOEE OR IN PART, FOR ANY OTHER PRUCT WT1017 WRITTEN AUTHORZATION OF ANBL n A" I&I An A Revisions: Sheet Title: �Mi W U1110 -0- Designed by: Drawn by: Checked by: DGP JB Sheet No. 4 of 4 Sheets _ , -. ,.,., :, � /,: (}-'----'-...__-"�__ f 1 _ '_�.o.„-e--, -._��- ::raa-:,...- ( •ax _ crc. 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I :.-:.-_, :». r` ! f ', y r � i � l , ...��� i, __ 'r..i'j 3-.__ �i'',1+,,n ,,,,/t,.• t.,� 1; ,. -_.. -_ _.._. .."._. r �• I •- { i J/ _t F• 4 w>, 4 y _ I f I , I -• i„ : � .,l r, ,. d.t1 �! j \ < _-._.... _ ---- --- _ '�-'T""__-_. - t S — / 3 'w i �.Cy�y 1, t • .y . ::, .- -u , e _' . ` -- -.. _ i— -- tsd --. _ .. -: _._ - 41 ---.._, - - tix .:.-:'�-.. _ , U Q%,�:: _- - -- __ . __ 7f= ...".... _...{ . -1_ �7 , • I III , -..c :, L. .. ..t� ._..,., ( �.,: •• i x':. i - <_re -t .Y£u_-_ ,=l � ~$f) ,-4 1.: 1 !t 1 G 7cr 15 , a �,. ,+J, � '�. I t Cr £Yl� � aV ,J i , . Js. I,F - .,, _ . .: ., •.,,>I:: li � 1 ( SCALE: lit = 30' 30 15 0 30 60 CONTOUR INTERVAL = 2' ]SING COUNT',', WASHINGTON, SURFACE WATER DESIGN MANUAL DRAINAGE NOTES- .-- Proof of liability insurance shall be submitted to DDES prior to the construction of the drainage facilities, preferably at the preconstruction meeting. (2) All pipe and. appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT specifications. This shall in elude leveling and compacting the trench bottom, the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base (3) Steel pipe shall be alumini7f3d, or galvanized with asphalt treatment #1 or better inside and outside. tie (4) Ali drainage structures, such as catch basins and manholes, not located within a traveled roadway y or Sidewalk, shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids- (5) All catch basin grates shall conform to KCRS, which includes the stamping "OUTFAL.L. TO STREAM, DUMP NO POLLUTANTS' and "Property of King County", except that private drainage systems shall not have the words "Property of King County".: (6) All driveway culverts located within tong County right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge e of the driveway to the of ditch.Cu Culvertsshall have beveled end sections to match the side slope KCRS. (7) Rock for erosion protection of roadway ditches, where required, must be of sound quarry rack, placed to a depth ° ° of •1 foot, and must meet the following specifications: �# -8 /40%-7Q% passing; 2"- 4 rock/30/0-40 /° passing; and 2" rock/10%-20% passing. Installation shall be in accordance with KCRS. (8) Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub -outs shall conform t the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future reef i n downspouts and fooling drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free -flowing, positive drainage to an approved stormwater conveyance system or to an approved outfali location: b) Outlets on each lot shall be located with a five -foot -high, 2" x 4'r stake marked "storm' 1 "drain". draintr . The stub -out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdraln specifications described in KCRS and, if non-metallic, the pipe shall contain wire or other acceptable detection.. d) Drainage easements are required for drainage systems designed to convey flows through individual lots. lines with e) The applicant/contractor is responsible for coordinating the locations of all stub -out conveyance II s h respect to the utilities (e.g. power, gas, telephone, television). f) All individual stub -outs shall be privately owned and maintained by the lot home owner. (9) All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR, Amended soil shall be added to maintainthe moisture capacity . (10) Seasonal clearing is limited between October 1 and March 30 inclusive, unless otherwise approved with a written decision by the Reviewing Agency.. (11) Improvements and/or buildings shall not be installed until drainage facilities are "in operation", (KCC 9.04). z .1Izlas DEVELOPIVI ,IT PLANNIINIG t,i-rY rtr. REVISIONS NO, DESCRIPTION/DATE BY I�o v 3 ao ,n E N dN•,o Cr Q E �C. 0 0 a " W J a J J ww N D 0 W W _ 1paa,J�� 41 4.mU C C JJ z W W� * O CO 0)0 E > �� � cn Q U Lo U U c !a) E — 3 .L 3 °' Y 0 DZ C w� 5 0- z O z LJJ z ® J IvL�. (50 W O 0 z Q z W LL� z LIL o 0 0. W Cl) W z .Z w X tL O U JOB NO.: 246-018-006 DWG. NAME: SD-01 DESIGNED B Y : SLS DRAWN BY: JAT CHECKED BY: DATE: 07/06/06 DATE OF PRINT: SD-01 OF SHEETS 0 H o ..,.. 1 — - -- _ Yfv--- r- t y -_..L .-., • Q �•- .., - - V ,,.:u -:,- ::., ,�,..,.. .,,:;.. _ .. _ - 4 s - m 5 a 3 _ ! _,_... _._ ♦il )(-77 - a: ! ...'�., - ._-.� --: + < .... ..___.. .... ....... ..... f...._ __.- ____ - -_. ASS- j , j) MAWL 4?j IT r� cmvm s S ` fi ✓ i I r P-4 N 169574.39 11 $ 1' -:ti•C r E 1303087.15 IN 169562`89 -F.H. ASS YE 130273095 _ , 1-F.H. ASS'Y aiI ?Y Is ; 11 , 1 83 L.F., 8 W.M I. i ✓ I� z i 5. 1 i, P-2 I P 1 I saw i' 356 L L-`c ----- --------- ------i------------------ --z-----------_ -�" -,3_ ----- �8 WM I r - -----' -- ------'------------------------ - - - - -- ----- - - ---f f:-- 1 N 169540.19 X ' I E 1302649.22` i� I I I 1 { r- \ .d t I r 1-8 99 BEND (MJxMJ) CONC. BLOCKING . I ' N 169543.01 E 1302731.85 1-8"x8"x6" TEE (MJxMJxFL) SPRING GLEN ELEMENTARY SCHOOL ` ` s 1-6 GATE VALVES (FLxMJ) CONC. BLOCKING _ I :I rJt- _.c WHEEL,sra+s'. 239 L.F., 8" W.M. n Jr 1 kZ a - t; �w ,...,,.. I I •.I - 7 s —Wr �f I 3..•.• a4i' .., .., .,"._.. i'f� f j .-_., �-_ _"'__ _ W— —6' QL Y— —W—?— _ rx>'W_ "0T` — _ Jr—�— -_-� _x _ _ , w, __ N 169301.66 E 1302655.48 1-8" TEE (FLxFLxMJ) 2-8" GATE VALVES (FLxMJ) CONC. BLOCKING 0 E. GENERAL NOTES 1. Ali work shall be performed in accordance With the specifications of Soos Creek Water and Sewer District, also referred to hereinafter as "District'. 2. The Developer shall furnish the District a copy of the commercial and/or subdivision plans approved by the governing agency prior to any water main construction. 3. Pribr, to constructing any water mains, the appropriate streets and lots shall be cleared, graded, and staked by the Developer and all existing utilities shall be located by the Contractor. 4. Following water main construction, any revision of roadway or easement grades requiring the mains to be reconstructed shaff be made at the Developer's expense. Reconstruction shall conform to the specifications of the District. All costs for inspecting suqh reconstruction shall be charged to the Developer in addition to the Standard charges, and shall be paid before acceptance by the District. 5. No water service connections shall be made to the existing system until completion of the Bill of Sale and all easements. Make application to Soos Creek Water and Sewer District for water meter installation for each water' service connection prior to making connection. Bill of Sale will not be processed until Puget Sound Energy has Installed their vaults, hand holes and light standards. 6. Ail costs of water main re -staking shall be paid by the Developer. 7. Property corners shall be pinned with reference tack on curbs by the Developer. 8. Contractor shall notify Soos Creek Water and Sewer District at (253) 630-9900 to schedule a pre -construction meeting at the District office. After the pre -construction meeting the Contractor shall notify the construction review representative for Soos Creek Water and Sewer District at least 48 hours (regular working days) before stariing work. 9. Contractor shall obtain all required final inspections to meet permit requirements. Inspections roust be scheduled at least 48 hours in advance. J t•= 4 N 169555.18 E 1303088.01 1-8" TEE (MJxMJxFL) 1-8" GATE VAL`✓ES FLxMJ CONC. BLOCKING fil u 112 L.F., 8" W.M. 50 25 0 50 100 1L CONTOUR INTERVAL = 2' it f3 fi ° r- ra N 169445.02 E 1303150.51 1-8;' TEE (MJxMJxFL) ;• 2-8 GATE VALVES (FLxMJ) CONC. BLOCKING � I 5 '--73 L.F., 8" W.M. N 169443.05 E 1303093.07 1-8' 90° BEND (MJxMJ) CONC. BLOCKING WATER ATE R GENERAL NOTES: (REVISED 09126/01) 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SODS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT". 2 THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL ANDIOR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION 3 PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED. GRADED, AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR- 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL 13E MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 5 NO WATER SERVICE CONNECTIONS SHALT. BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION Or THE BILL OF SALE AND ALL EASEMENTS MAKE APPLICATION TO SODS CREEK WATER AND SEWER DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. 6 ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER 7 PROPERTY CORNERS SHALL HE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER. H CONTRACTOR SHALL NOTIFY SODS CREEK WATER AND SEWER DISTRICT AT (253) 630-DWO TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR SODS CREEK WATERAND SEWER DISTRICT AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK 9 CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS INSPECT IONS MUST BE SCHEDULED AT LEAST 4B HOURS IN ADVANCE. S 00S CREEK WATER & SEWER DISTRICT APPROVED CONSTRUCTION DRAWINGS: DATE: VICINITY MAP NTS RE\/ISIONS NO. I DESCRIPTION/DATE BY V M a in ��m J nm to n ao�m c� N y rMrn N V N S i oc— < M =Q 00 °_ W W W La n Z �� p�W POD U = J J _ o Z w o 0 00 jG) W z o �� E H E �� if :2 ,. (n O V V) 0 o a; (� Z T e C O o Z5 c a E _ U co U 3 L 'L 3 3 Q)L �o 0)3: C WU U0- Z O Z S a U VJ O CL d'_ Z V z � < CY/� J AMW LL Z 0 0. Z W cc Z OO Z W LL Or U JOB NO.: 246-018-006 DWG. NAME: VIA-01 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 07/06/06 DATE OF PRINT: WA-01 OF SHEETS (E) GRASS (r\ -^ Ll�AJ_. SITE PLAN SCALE 1 = 20 N W E�T 0 20' 40' S NO. P75 (P-2) 120/208 VOLT 1-PHASE 3-WIRE LOCATION: PORTABLE RSD#75 BUS: 200 AMPS MAIN BKR ENCLOSURE: FLUSH 10,000 AIC ASSEMBLY DESCRIPTION VA BKR CKT PHASE CKT BKR VA DESCRIPTION NO. A B NO. LTS 1,085 20/1 1 1,085 2 SPACE LTS 985 20/1 3 985 4 SPACE RECEP 900 20/1 5 900 6 SPACE RECEP 900 20/1 7 900 8 SPACE COMPUTER 600 20/1 9 6,232 10 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 11 6,232 12 5,632 COMPUTER 600 20/1 13 6,232 14 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 15 6,232 16 5,632 IDF 400 20/1• 17 400 18 SPACE SPACE 19 0 20 SPACE SPACE 21 0 22 SPACE SPACE 23 0 24 ISPACE 14,849 14,349 1 LIGHTING 2,070 VA 1259 LIGHTING 2,588 VA REMARKS: TOTAL RECEP 1,800 VA RECEP OVER 10KVA 0 VA ' NEW BKR IN EXST SPACE MOTOR 7,528 VA 25% LARGEST MOTOR 941 VA MISC 17,800 VA REMAINDER 27,128 VA TOTAL CONN 29.20 KVA TOTAL CALCULATED 30.66 KVA 140.38 AMPS 147.39 AMPS NO. P76 (P-1) 120/208 VOLT 1-PHASE 3-WIRE LOCATION: PORTABLE RSD#76 BUS: 200 AMPS MAIN BKR ENCLOSURE: FLUSH 10,000 AIC ASSEMBLY DESCRIPTION VA BKR CKT PHASE CKT BKR VA DESCRIP11ON NO. A B NO. LTS 1,085 20/1 1 1,085 2 SPACE LTS 985 20/1 3 985 4 SPACE RECEP 900 20/1 5 900 6 SPACE RECEP 900 20/1 7 900 8 SPACE COMPUTER 600 20/1 9 6,232 10 80/2 5,532 HEAT PUMP COMPUTER 600 20/1 11 6,232 12 5,632 COMPUTER 600 20/1 13 6,232 14 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 15 6,232 16 5,632 IDF 400 20/1 17 400 18 SPACE SPACE 19 0 20 SPACE SPACE 21 0 22 SPACE SPACE 23 0 24 SPACE 14,849 14,349 LIGHTING 2,070 VA 125% LIGHTING 2,588 VA REMARKS: TOTAL RECEP 1,800 VA RECEP OVER IOKVA 0 VA MOTOR 7,528 VA 25% LARGEST MOTOR 941 VA MISC 17,800 VA REMAINDER 27,128 VA TOTAL CONN 29.20 KVA TOTAL CALCULATED 30.66 KVA 140.38 AMPS 147.39 AMPS NO. P73 (P-3) 120/208 VOLT 1-PHASE 3-WIRE LOCATION: PORTABLE RSD#73 BUS: 200 AMPS MAIN BKR ENCLOSURE: FLUSH 10.000 AIC ASSEMBLY DESCRIPTION VA BKR CKT PHASE CKT BKR VA DESCRIPTION NO. A B NO. LTS 1,085 20/1 1 1,085 2 SPACE LTS 985 20/1 3 985 4 SPACE RECEP 900 20/1 5 900 6 SPACE RECEP 900 20/1 7 900 8 SPACE COMPUTER 600 20/1 9 6,232 10 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 11 6,232 12 5,632 COMPUTER 600 20/1 13 6,232 14 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 15 6,232 16 5,632 IDF 400 20/11 17 400 18 SPACE SPACE 19 0 20 SPACE SPACE 21 0 22 SPACE SPACE 1 1 23 0 24 SPACE 14,849 14,349 LIGHTING 2,070 VA 125% LIGHTING 2,588 VA REMARKS: TOTAL RECEP 1,800 VA RECEP OVER IOKVA 0 VA • NEW BKR IN EXST SPACE MOTOR 7,528 VA 25% LARGEST MOTOR 941 VA MISC 17,800 VA REMAINDER 27,128 VA TOTAL CONN 29.20 KVA TOTAL CALCULATED 30.66 KVA 140.38 AMPS 147.39 AMPS NO. P74 (P-4) 120/208 VOLT 1-PHASE 3-WIRE LOCATION: PORTABLE RSD#74 BUS: 200 AMPS MAIN BKR ENCLOSURE: FLUSH 10,000 AIC ASSEMBLY DESCRIPTION VA BKR CKT PHASE CKT BKR VA DESCRIPTION NO. A B NO. LTS 1,085 20/1 1 1,085 2 SPACE LTS 985 20/1 3 985 4 SPACE RECEP 900 20/1 5 900 6 SPACE RECEP 900 20/1 7 900 B SPACE COMPUTER 600 20/1 9 6,232 10 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 11 6,232 12 5,632 COMPUTER 600 20/1 13 6,232 14 80/2 5,632 HEAT PUMP COMPUTER 600 20/1 15 6,232 16 5,632 OF 400 20/1 17 400 18 SPACE SPACE 19 0 20 SPACE SPACE 21 0 22 SPACE SPACE I 1 23 0 1 24 1 1 ISPACE 14,849 14,349 LIGHTING 2,070 VA 125% LIGHTING 2,588 VA REMARKS: TOTAL RECEP 1,800 VA RECEP OVER 10KVA 0 VA MOTOR 7,528 VA 25% LARGEST MOTOR 941 VA MISC 17,800 VA REMAINDER 27,128 VA TOTAL CONN 29.20 KVA TOTAL CALCULATED 30.66 KVA 140.38 AMPS 147.39 AMPS GENERAL NOTES A... SEE ARCHITECTURAL DOCUMENTS FOR PHASING -� o EVUM 24 DEC 06 ...................... PLAN NOTES- MECHANICAL y O RELOCATE NATURAL GAS LINE CONTACT & COORDINATE WITH PSE. vtlilz' ........................... Q ��04 VJ O PLAN NOTES- ELECTRICAL O O EXISTING SIMPLEX NON -ADDRESSABLE FIRE ALARM PANEL. RADIONICS SECURITY V ) CONTROL PANEL LOCATED ABOVE. U O EXISTING RAULAND INTERCOM WITH MCI 210 MASTER CONTROL PANEL. O3 REMOVE EXISTING MAST, WEATHERHEAD, METER ENCLOSURE & METER BASE, PROVIDE ..�� NEW NEMA 3R J-BOX. SEE DISTRIBUTION DIAGRAM. 1 ® 1"RGS-F.A. CONDUCTORS W O PORTABLE POWER FEEDER. SEE DISTRIBUTION DIAGRAM. © 18"x18"x6" NEMA 3R SIGNAL J-BOX + 4"x4%2" NEMA 3R J-BOX FOR CLOCK. W O7 SIGNAL RACEWAYS & CABLE 2"PVC- 2INTERCOM CABLES ~' 13 INTRUSION CABLE 3) PHONE TRUNK CABLES (4-PAIR CAT 5 EACH) LL. 2 RG6 CABLES 1"PVC-(2) CLOCK CABLES. ® 2"PVC-(1) 1" INNERDUCT WITH 6-STRAND INDOOR/OUTDOOR FIBER CABLE. ® 2"PVC-(1) 1" INNERDUCT WITH (2) 6-STRAND INDOOR/OUTDOOR FIBER CABLES. ® 2"PVC-(1) 1" INNERDUCT WITH (1) 6-STRAND & (1) 12 STRAND FIBER CABLES. ® SIGNAL RACEWAYS & CABLE 2-PVC-(4 INTERCOM CABLES 2 INTRUSION CABLE i 6 PHONE TRUNK CABLES v 2 RG6 CABLES 2-PVC-1) 1" INNERDUCT WITH 6-STRAND INDOOR/OUTDOOR FIBER CABLE. U) 1"PVC-CLOCK CABLES. ` ram/ NEMA 3R J-BOX & SURGE PROTECTORS FOR F.A. CABLES. 10 STUB SPARE CONDUIT UP 15" & THRU WALL CAP IN PLUMBING CHASE. 11 EXST UNDERGROUND PRIMARY POWER EXST MAIN DISTRIBUTION FRAME (MDF) & TELEPHONE TERMINAL BOARD (TTB). W 13 EXISTING ACCUMASTER MASTER CLOCK. mi 14 MODIFY SIGNAL CABLING. M 15 SIGNAL RACEWAY & CABLES- J (1) 2-PVC-(8) INTERCOM + (4) INTRUSION + (2) RG11 (TV) + (12) 4-PAIR CAT 5 UTP INDOOR/OUTDOOR PHONE CABLES Uj O z (1) 2"PVC-SPARE (1) 2-PVC Z U (1) 1" INNERDUCT WITH (1) INDOOR/OUTDOOR 12-STRAND FIBER (DATA) (1) 1"PVC-CLOCK CABLES W 16 NEW IDF. TERMINATE PHONE TRUNK CABLE ON PHONE LINE SURGE V) r) PROTECTORS & PATCH PANEL. 17 EXISTING IDF (VERIFY EXACT LOCATION). TERMINATE PHONE TRUNK J O O n CABLE ON PHONE LINE SURGE PROTECTORS & PATCH PANEL. r 18 SIGNAL VAULT -UTILITY VAULT CO#303OLA WITH GALVANIZED DIAMOND PLATE COVER WITH 77 L U) LOCKING LATCH AND EMBOSSED "SIGNAL", H-20 LOAD BEARING PROVIDE SEPARATE z WEATHERPROOF BOX WITHIN VAULT FOR FIRE ALARM. PROVIDE SEPARATE WEATHERPROOF BOX O WITHIN VAULT FOR CLOCK CONTROL. I- 19 STUB -UP WALL APPROXIMATELY 15" TO CONDUIT `EL' & STUB THRU WALL INTO t1 W ( n PLUMBING CHASE. ® COREDRILL & SEAL OPENING AT EXISTING MAIN DISTRIBUTION SWITCHBOARD ('MDS'). c~o 21 (4) PORTABLE FEEDERS, SEE DISTRIBUTION DIAGRAM. 0 12"Wx4'H WIRE BASKET TRAY AT 10'-0" AFF FOR: 0 8 I.C. CABLES N CM 8 PHONE TRUNK CABLES INTRUSION CABLES 1) 3/4" INNERDUCT WITH (1) 12-STRAND INDOOR/OUTDOOR FIBER CABLE. V 2) RC11 (COIL 100 AF OF EACH IN ELECTRIC ROOM) 3/4" EMT-(2) CLOCK CABLES LLJ Cp H Q M 1 EMT -FIRE ALARM CONDUCTORS. N ® PROVIDE SLEEVES THRU CONCRETE WALL FOR SIGNAL CABLES. a 4 1"-FIRE ALARM CABLES >- W 1 3/4"-CLOCK CABLES �1� 1 1/2" IMC-(8) INTERCOM + (4) INTRUSION Q 0 I,1 Uj M Q (1) 2"IMC-(8) PHONE TRUNK CABLES + 3/4" INNERDUCT WITH (1) 12-STRAND FIBER a co ROUTE ABOVE ROOF & ALONG CLERESTORY WALL. W qc M © POWER VAULT -UTILITY VAULT CO#303OLA WITH GALVANIZED DIAMOND PLATE COVER WITH W 0 N LOCKING LATCH AND EMBOSSED "POWER", H-20 LOAD BEARING. LLI Co W W O CD 0. DATE: 28 JUL 2006 HULTZ gr BHU+- CROSS consulting engineers, inc, M/El 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@huttzbhucross.com Job Number: 06-092 SPRING GLEN ELEMENTARY SCHOOL PORTABLES 2006 Y r . r / t [ / C _ r ` 3 y irl / T /t ` Y vto , Y J^ x c s Fk r < r t ..A t iJ � f r t X l i l r I 4 C J . •Ct .. - C r i 2V t / J I l r �' II#II#II#II#N#III�I#II#II®1�#II®N#II11#11 r r J SE 1 62ND ST ' r l L [ r I > 3 II# x rc �i 11 ( V> l F r 3 t / J x , x > \ r v > n r Ai Pi l � N 5 >eE�Wf 6 ' Y l 4 ! •^,' J r lN. ,:. GL err LEENT V _ , • t c [ r > Z i SE 64TH ST ✓ % C , i 3 �G f r ^ v + S 27TH ST APRAll _® w LU co wLU ��i � �11f11#II . II#II#II HIMI/ II II# 1H1#I Q co n S 28TH ST 77- N �II®II�N#II®III „.„ IlIl#IIII#il#h Renton City Limits CONTACTS OWNER RENTON SCHOOL DISTRICT NO. 403 1220 NORTH 4TH STREET RENTON, WA. 98055 VICINITY MAP N NTS 4- PROJECT SITE SITE S 27TH ST cn ----------- S 28TH ST J�s So Yv Rp Uj 7 Ul) SE 166TH ST W E 41 S SE 21ST Si' LSE122ND� PL T SE 160TH ST 0 V) w LU SE 162ND ST (A V) Ld > Uj W Uj T_ U-) F (D 2 0 Oco SE 170TH ST Uj V) 0 Uj > > < < F-- _j_ SE 168TH ST SE 169TH ST F-1- ARCHITECT GREENE—GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063-4158 CONTACT: CALVIN GASAWAY TELEPHONE: (253) 941-4937 FAX: (253) 941-5122 IIII*ORTABLE CLA ROOMS 200jr CIVIL ESM CONSULTING ENGINEERS, LLC. 33915 1ST WAY SOUTH, SUITE 200 FEDERAL WAY, WA 98003 CONTACT: TELEPHONE: (253) 838-6113 FAX: (253) 838-7104 PROJECT DATA SITE ADDRESS SPRING GLEN ELEMENTARY SCHOOL 2607 JONES AVE RENTON, WA 98055 LEGAL DESCRIPTION SEE ATTACHED PARCEL NUMBER 292305-9061 SCOPE OF WORK INSTALL FOUR PORTABLE CLASSROOM BUILDING, RAMP, SIDEWALK & RELATED SITE ELECTRICAL WORK LAND -USE ZONE SF SITE DATA SITE AREA 419,020 SF IMPERVIOUS SURFACE AREA 111,204 SF DECREASE OF IMPERVIOUS AREA 16,208 SF TOTAL PROPOSED IMPERVIOUS 94,996 SF SURFACE AREA PARKING STALLS 12 EXISTING SCHOOL DATA AREA 31,3ob SF CONSTRUCTION TYPE V—B USE K-5 SCHOOL EXISTING PORTABLE DATA EXISTING PORTABLES TO BE REMOVED HULTZ / BHU 2407 N 31st St., Suite 200 TACOMA, WA 98407 CONTACT: SERI HAMM TELEPHONE: (253) 383-3257 FAX: (253) 383-3283 PORTABLE CLASSROOM ENGINEER — PORTABLE FOUNDATION WILLIAMS SCOTSMAN BRIGGS ,ENGINEERING 14407 SMOKEY POINT ROAD PO BOX 447,81 MARYSVILLE, WA 98271-8904 BOISE, ID 83:711 CONTACT: STEVE YANTZER CONTACT: DEAN BRIGGS TELEPHONE: (253) 826-0332 TELEPHONE:;_(208) 871-0200 FAX: (253) 891-9871 V PORTABLE DATA ACP ASPHALT CONCRETE PAVEMENT AREA (4) X 1,792 SF BLT BUILT. AREA (TOTAL) 7,168 SF HEIGHT 15 FT CONC CONCRETE CONSTRUCTION TYPE V—N DN DOWN USE E FIRE ALARM NO (E) EXISTING FIRE SPRINKLER NO FH FIRE HYDRANT VALUATION FT FEET PORTABLE (FOUNDATION, $100,000 LOC LOCATION RAMP, STAIRS) ELECTRICAL $100,000 LT LIGHT $200,000 P PORTABLE R RADIUS SD STORM DRAIN SF SQUARE FEET T THICK W/ WITH WWF WELDED WIRE FABRIC INDEX Gl.O GENERAL INFORMATION & OVERALL SITE PLAN Gl.l LEGENDS & NOTES DA1.0 SITE DEMO PLAN Al. 6 SITE PLAN A1.1 PARTIAL SITE PLAN & DETAILS C1.0 CIVIL COVER SHEET C2.1 CIVIL UTILITY & PAVING PLAN C2.2 CIVIL DETAILS & NOTES E1.0 ELECTRICAL SERVICE PLAN E2.0 PORTABLE ELECTRICAL PLAN DISTRIBUTION DIAGRAM & LEGEND E3.0 ELECTRICAL SPECIFICATIONS 0.0 PORTABLE COVER SHEET 1.0 PORTABLE FLOOR PLAN 2.0 PORTABLE BUILDING SECTIONS 3.0 PORTABLE LIGHTING/POWER/MECHANICAL PLAN 4.0 PORTABLE EXTERIOR ELEVATIONS 4.1 PORTABLE INTERIOR ELEVATIONS 5.0 PORTABLE RAMP & STAIR PLANS Sl PORTABLE FOUNDATION PLANS S2 PORTABLE FOUNDATION DETAILS S3 PORTABLE FOUNDATION DETAILS MF ZONE N 87-09'45" E 824.69'(R) ---------- � I . — — — , \. 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MODULAR • C LA5J' R00 M fo f : - TITLE: Elevation THIS MAlliRIAL IS T11P. EXCLUSIVE PROPERTY Issue Date: 4-1 G-03 OF BLA7,IM INDUSTRIF,S, INC. AND StIALL 25 X 64 NO'I' kill REMODUCHD, USEDm , OR DISCLOSk:I) '' DRAWN BY: TJl TO OTHERS EXCEPT AS AUTHORI7ED BY THE �� ;, !NC. DATE: 4-1 G-03 REVI510N BY WRIT"I'M PERMISSION OF BLAZER INDUSTRIES. BE P,O. 13OX 499 9 AUMSv!LLE, OR 91325-01,89 WA GOLD WILLIAM5 5COT5MAN federal Way, WA. Joe No: DEVC _OMT..rr rl A�,!m' IG IEXPIRES: 7/14/2004