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12-105004 PLANSTWIN LAKES ELEMENTARY SCHOOL -PARKING LOT IMPROVEMENTS A PORTION OF THE SE 1/4 AND OF THE SW 1/4 OF SECTION 11, T. 21 N., R. 3 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE; ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CONSTRUCTION SPECIFICATION CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 2010 STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. AN AUTOCAD DRAWING FILE IS AVAILABLE FOR HORIZON-1-AL SITE AND UTILITY LAYOUT. SEE SPECIFICATIONS FOR RELEASE OF ELECTRONIC DOCUMENTS. CALL TWO BUSINESS DAYS BEFORE YOU D14 1.800-42475.555 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. CHAPTER 49.17 RCW. DATUM NOTES HORIZONTAL DATUM WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83 VERTICAL DATUM CITY OF FEDERAL WAY - NGVD 29 REFERENCED TO THE FOLLOWING PUBLISHED CITY OF FEDERAL WAY BENCHMARKS: 2167-50-1 MONUMENT IN CASE IN CENTER LEFT TURN LANE OF SW 320TH AT INTERSECTION OF 30TH AVE SW ELEVATION=220.14 2168-58-1 MONUMENT IN CASE AT INTERSECTION OF SW 320TH STREET AND 21ST AVENUE SW ELEVATION=326.43 UTILITIES/SERVICES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY TELEPHONE: QWEST SITE DATA EXISTING PARKING STALL COUNT: 51 PROPOSED PARKING STALL COUNT: 62 APPROX. PROJECT AREA: 1.73 ACRES (75,197 SF) EX. SITE IMPERVIOUS AREA: 3.39 ACRES (147,472SF) NEW IMPERVIOUS AREA: 0.20 ACRES (8,600 SF) REPLACED IMPERVIOUS: 0.38 ACRES (16,690 SF) APPROX. PROJECT SITE CUT: 20,650 CF PARCEL 1121039098,1121039096,1121039099 PARCEL AREA: 9.04 ACRES (393,781 SF) SITE ADDRESS 4400 SW 320TH STREET FEDERAL WAY, WA. 98023 FEDERAL WAY SCHOOL DISTRICT 210 31405 18th AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 CONTACT: ROD LELAND PH. (253).945.2000 CIVIL ENGINEER AHBL, INC. 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 CIVIL CONTACT: BILL FIERST CRAIG SCHOENBERG PH. (253).383.2422 FAX (253).383.2572 ARCHITECT. GREENE-GASAWAY ARCHITECTS, P.L.L.C. P.O. BOX 4158 FEDERAL WAY, WASHINGTON 98063-4158 CONTACT: TONY MATIATOS PH. (253).941.4937 FAX (253).941.5122 LEGAL DESCRIPTION PARCEL I: THE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, LESS THE NORTH 20 FEET THEREOF, IN KING COUNTY, WASHINGTON. PARCEL 11: THE EAST HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT THE SOUTH 42 FEET THEREOF AS DESCRIBED IN DEED TO KING COUNTY RECORDED MARCH 30, 1966, RECORDERS NO. 6007616. PARCEL III: THE WEST 118 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE WEST 118 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN; LESS THE NORTH 132 FEET THEREOF, IN KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 42 FEET THEREOF AS DESCRIBED IN DEED TO KING COUNTY RECORDED MARCH 30, 1966, RECORDERS NO.6007616. SITE BENCHMARKS ESM CONTROL PT. NO 107 HUB WITH TACK N: 119125.52 E: 1254910.43 EL: 235.48 ESM CONTROL PT. NO 108 SURVEY NAIL WITH WASHER N: 119410.14 E: 1255003.07 EL: 239.95 SURVEYOR ESM CONSULTING ENGINEERS, L.L.C. 181 SOUTH 333rd STREET, SUITE 210 FEDERAL WAY, WASHINGTON 98003 CONTACT: DAN RAHE PH. (253).838.6113 FAX (253).838.7104 LANDSCAPE ARCHITECT AHBL, INC. 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 CONTACT: DAN WOJTALA PH. (253).383.2422 FAX (253).383.2572 LEGEND y 0 pt EXISTING PROPOSED 4Y 3x5iN sw 32ft P1. 11i'f BIKE RACK VICINITY - MAP BOLLARD NOT TO SCALE { HANDICAP RAMP -;-;- INFORMATION SIGN a)s SANITARY SEWER CLEAN OUT SHEET INDEX SANITARY SEWER MANHOLE SURVEY ! STORM DRAIN CATCH BASIN ■ SHT. # DESCRIPTION @ STORM DRAIN MANHOLE Q B1.1 TOPOGRAPHIC SURVEY - BY ESM B1.2 TOPOGRAPHIC SURVEY - BY ESM YARD DRAIN CIVIL LUMINAIREW/ARM SHT.# DESCRIPTION LUMINAIRE C1.0 COVER SHEET C2.0 GRADING AND STORM DRAINAGE PLAN xi - LANDSCAPE LIGHT C3.0 HORIZONTAL CONTROL AND SURFACING PLAN 0 GAS METER C4.1 NOTES AND DETAILS @ GAS STUB MARKER POST C4.2 NOTES AND DETAILS -LANDSCAPE I� GAS VALVE SHT. # DESCRIPTION ape ELECTRICAL JUNCTION PULUBOX L1.0 PLANTING PLAN, NOTES AND SCHEDULE ELECTRICAL METER L2.0 IRRIGATION PLAN, NOTES AND SCHEDULE POWER VAULTIMANHOLE SIGNAL JUNCTION BOX TRAFFIC SIGNAL POLE TELEPHONE JUNCTION BOX (UG) FIRE HYDRANT LR..I IRRIGATION CONTROL VALVE ' WATER MANHOLE WATER METER MONITORING WELL c• WATER VALVE WATER VAULT :x HANDICAP DECIDUOUS "0.3,18 SPOT ELEVATIONS _.• - X .--- FENCE, CHAIN -LINK --- --°n — FENCE WROUGHT IRON GAS ._. D . _. STORM D -- — ------ IS— SEWER -- — — — --- T ­ TELEPHONE, BURIED - W- WATER w - RECEIVED - -- -- -- P--- POWER LINE NOV 01202 L WA PERMIT NO.: CDs THESE DRAWINGS ARE NOT TO BE APPROVED USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY DATE Civil Engineers Structural Engineers g Landscape Architects F I - Community Planners Y x , Land Surveyors Neighbors ? y IHIR TACOMA • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267.2425 TEL Protect Title: TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Client: FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 Jab No. (253) 945-2000 211604.12 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 NOTICE ALTflAM w M DOwMw spot 8wMIE TEE PRGi�SIONAt six Ate 51GpAtURE PI�JCI" IF �s DoarExr DOES pOR DFIIeQATE F� o oNuaof NM N ioem a°0 mEan Me S poi TO. at USED Pop WAR NOM OR AMU 70 IMT POW at wp AW OM PRAM A A A A Revisions: Sheet Title: COVER SHEET Desioned by: Drawn by: Checked by: WJF FAK / MJS SMC Sheet No. C1 no 1 of 9 Sheets A PORTION OF THE SE 1/4 AND OF THE SW 1/4 OF SECTION 11, T. 21 N., R. 3 E., W.M. CITY OF FEDERAL WAY. KING COUNTY. WASHINGTON DATUM NOTES SITE BENCHMARK HORIZONTAL DATUM ESM CONTROL PT NO 107 WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD HUB WITH TACK 83 N 119125 52 E 1254910 43 VERTICAL DATUM EL 235 48 CITY OF FEDERAL WAY - NGVD 29 REFERENCED TO THE FOLLOWING PUBLISHED CITY OF ESM CONTROL PT NO 108 FEDERAL WAY BENCHMARKS SURVEY NAIL WITH WASHER N 119410 14 2167-50-1 E 1255003 07 MONUMENT IN CASE IN CENTER LEFT TURN LANE OF EL 239 95 SW 320TH AT INTERSECTION OF 30TH AVE SW ELEVATION=220 14 2168-58-1 MONUMENT IN CASE AT INTERSECTION OF SW 320TH STREET AND 21ST AVENUE SW ELEVATION=326 43 SURVEY NOTES 1 LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO NCS-542217-WA1 DATED MAY 8, 2012 IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L L C (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 2 THE BOUNDARY AS SHOWN HEREON IS APPROXIMATE AND WAS BASED UPON THE BEST AVAILABLE RECORD INFORMATION THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY BY ESM CONSULTING ENGINEERS, L L C ESM DOES NOT ASSUME ANY LIABILITY FOR THE BOUNDARY AS SHOWN HEREON. 3 PER REFERENCED SUBDIVISION GUARANTEE, SITE IS SUBJECT TO A 10 FOOT WIDE EASEMENT FOR COMMUNICATION UTILITIES, PER INSTRUMENT RECORDED UNDER RECORDING NO 8407240324 THE LOCATION OF SAID EASEMENT COULD NOT BE DETERMINED FROM AVAILABLE INFORMATION IT IS NOT THE INTENT OF THIS SURVEY TO DEPICT ALL EASEMENTS OF RECORD THE POSITION OF SURFACE FEATURES (CATCH BASINS, LIGHTS, BUILDINGS, ETC) ARE FROM ACTUAL FIELD LOCATIONS THE DEPICTIONS OF UNDERGROUND UTILITIES ARE BASED UPON ACTUAL FIELD LOCATIONS OF VISIBLE FEATURES, PAINT MARKINGS BY AN UNDERGROUND LOCATIONS FIRM AND AVAILABLE CONSTRUCTION PLANS 4 SITE CONDITIONS SHOWN ARE AS OF MAY, 2012 SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAG-332-130-100 THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED FIELD TRAVERSE AND GPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 LEGAL DESCRIPTION PARCEL 1 THE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, LESS THE NORTH 20 FEET THEREOF, IN KING COUNTY, WASHINGTON PARCEL II THE EAST HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON EXCEPT THE SOUTH 42 FEET THEREOF AS DESCRIBED IN DEED TO KING COUNTY RECORDED MARCH 30, 1966, RECORDERS NO 6007616 PARCEL 111 THE WEST 118 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSIP 21 NORTH, RANGE 3 EAST, WILLAME17E MERIDIAN, IN KING COUNTY, WASHINGTON, TOGETHER WITH THE WEST 118 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, LESS THE NORTH 132 FEET THEREOF, IN KING COUNTY, WASHINGTON EXCEPT THE SOUTH 42 FEET THEREOF AS DESCRIBED IN DEED TO KING COUNTY RECORDED MARCH 30, 1966, RECORDERS NO 6007616 VICINITY MAP (NTS) CALL TWO BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 MATCH LINE - SEE SHEET 2 OF LEGEND r-- GENERAL DIRECTION OF PIPE - OPPOSITE END NOT DETERMINED HANDICAP RAMP STUMP D MAILBOX SET HUB & TACK -- BORE HOLE + SET PK NAIL �- INFORMATION SIGN 3[ FENCE, BOARD FENCE, CHAIN -LINK STREET/TRAFFIC SIGN Q SANITARY SEWER MANHOLE FIBER OPTICS FO ® STORM DRAIN CATCH BASIN GAS G 000 STORM DRAIN CLEAN OUT POWER, BURIED P 2- C STORM PIPE INLET/OUTLET SEWER 5 © STORM DRAIN MANHOLE TELEPHONE, BURIED T ® YARD DRAIN WATER W ® CABLE TV RISER D STORM LUMINAIRE W/ARM PB ELECTRICAL JUNCTION PULL/BOX ❑0 PAD MOUNTED TRANSFORMER ® POWER VAULT/MANHOLE Ill SIGNAL JUNCTION BOX Cj::�TRAFFIC SIGNAL POLE FIBER OPTIC MANHOLE —"- Q TELEPHONE MANHOLE LEGAVRDEN 11 TELEPHONE RISER i l 6" CONC WALI Q FIRE HYDRANT HOSE BIB ® WATER METER D4 WATER VALVE LEFT TURN ARROW STRAIGHT ARROW ALDER CEDAR ( DECIDUOUS DOUGLAS FIR HEMLOCK J MAPLE MADRONA N 88°32'55" W 65419' SDCB RIM=237.84 IE 12" CMP=233.6%NW) IE 12" CMP=23�.64(SW} IE 12" Ct�P=233,67(}T1 SDCB RIM=237.66 IE 12" CMP=234.681(NE} IE 12" CMP=23516(SW)--� / SCALE: 1"=20' HORIZ. CONTOUR INTERVAL = 2' 11 20 10 0 20 40 THESE DRAWINGS ARF NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY Azni 3l I a. WLAGCPOLE ON o ONC PAD 1 I J 1' HIGH CONC { WALL l 4 SDCB RIM=236.11 11E 4" DI=234.62(N) { CAPPED I, a_ 4" 4" 'L / Q IR r { SDCB RI 236.06 { 4" CONC=234 55(W) ,0� { ASS MED { DRAI LINE 3 GRASS Q ROO OVERHANG { (TYPI AL) J N PARCEL II { //!/1�%/�!1"►►/I�%�/y//////�G�I�G� IE 15" CONC=227 57(S) I II�i1�01i11/i�/l I/ I,Ui/i 1'Illllillliill I%�I�II�! SSMH �- REM=235 38 D D IE MID-CHANNEL=224.68 "NO PARKING" GATE POST_' zW SDMH a- I a- w o 1 RIM=23619 b a j IE 12" CONC=229 32(N) GATE POST p IE 6" CONC=229.39(W) IE 12" CONC=229.26(E) "DO N T---- � ) ' P.ICK UP & 19 UNLOADING THIS 51DE" "HANDICAP_ PARKING" { "PICK P 30" UPtL0A0 NG THIS SE E" • `\ + SDCB RIM=233 56 o IE 8" C0NC=231.21 10" r 1 -S CB M=236.23 6" CONC=234.16(E) CHAIN NK FENCE 1 25" "PICK UP & UNLOADING THIS SIRE" F0 12 U GRASS 6 J ESM CONTROL POINT NO 107 RIM=2 IE 8" CONC=230 ' IE 8" CONC=230. PARCEL GRASS "YIELD" 6" 6" 5O WATER LINE EASEMENT RECORDING NO c� 1 v 66.29365 1 jP0 }: 20' 20' ' 23" 1b� �" 12" 14"Q GRASS 0 SDCB l 0 SLOPE EASEMENT RIM=233 25 I 1 " SDCB IE 12" CMP=230 23(NW) RIM 234.31 zo" IE 12" CMP=23 64(S) IE 12" CMP=23015(SE) t" •, ; GRA AREA DEFINED IN RECORDING NO \ DRIVEWAY 8608290402 �,% , ti CONSTRUCTION I (WIDTH VARIES) a� 15 AGREEMENT ORDING STREET SIGN 1 14" o "TWIN LAKES" E 86082 0403 . 1 " SIGN #106 sin SW 320TH STREET STOP BAR I 1 1./2" ALUMINUM DISK WITH PUNCH SET IV 88'32'58" W 13.08.75; ON ROAD SURFAGI= `:p 87 28' N 88'41'04" W 118 00' _ �.. © SDCB SOGB w © RIM=234 71 RIM=232.47 IE 12" CMP=230.75(N} IE 12r' CMP=228.08(NY+i) IE 12" CMP=230.f0(W) IE 12"' CJ+ P=227 85(W) © IE 12" CMP=230,3>.�(E) I 1" CC =2.227 7 s E) IE 12" CMP=230 63(S) J>v 12 CMP�227 T2(E)SMH h RIM=232 91 V� rE MILD -CH NNEL=222.00 e p� 1 /4" NAIL WITH UJ ZSTOP AR PUNCH IN CONC 75' r^� DOWN IN CASE I VJ TRAFFIC CAMERA N NaGr zsg CO SURVEY PERFORMED BY ©�i�' oy CONSULTING ENGINEERS LLc 10 181 S 333rd St, Bldg C, Surte 2101 ® I # I Qf Federal Way, WA 98003 O1 FEDERAL WAY 253)) 838-6773 46� 97 '_V:RETi �425) 297-9900 ' www.esmcivil.com I0L�r6L LAB � Civil Engineering Land Surveying Land Planning Public Work. I Project Management I Landscape Architecture la-2�-2�f2 DATE � I LOT 306 1 "NO PARKING sE5 DURING SCHOOL 4Y URS" T fl- �t- N N i� LOT 307 � r- O "NO PICK UP OR ^ DROP OFF THIS SIDE" �f It SDMH RIIM.=2� IE 15" IE 12" IF- 12" IE 15" !E 15" 6' BOARD FENCE LOT 308 SDCB -RIM=233.24 IE 6" CMP=228 72(SW) LO O O� Z N d- U) CID Li Y � �O _zz 0 Z L.L_ 00 LJ ar- LOT 309 SDCB RIM=233.13 /_IE 12" CMP=229 60(SW) r N' Y S B p ',--- S_ CJ o' t z' r t D' D 12 4 =274.70(14) C C 228.37(NW) =228.99.(NE) =224 76(S) NC=224,70(F) SDMH I RIM=231 35 IE 15" _ IE 12" CMP=226.40(W) IE 12" CONC=225.82(NE) IE 36" CMP=222.85(E) IE 12" CONC=225.83(SE) Protect Title TWIN LAKES ELEMENTARY SCHOOL PARKING LOT Client FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 945-2000 Job No Issue Set & Date PERMIT SUBMITTAL NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT /A A A Revisions Sheet Title Designed by Drawn by Checked by Sheet No B1 *1 of Sheets Project Title TWIN LAKES ELEMENTARY SCHOOL PARKING LOT Client FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 945-2000 Job No Issue Set & Dote PERMIT SUBMITTAL NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMOSHP RIGHTS IN IT PIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENRFlED IN THE TITIE BLOCK AND IS NOT TO BE USED FOR REPAIR REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT A A A Revisions Sheet Title Designed by Drawn by Checked by Sheet No Bl *2 of Sheets 1 ,:t \ \ .e'.a'• a.'.,. wN' .•...., i �'f`{li _ ,(.'rr i f! $ \ i /`r t 3 it N5 4 � { � fit&„ I _. : •5 8.,.^".f`.".,. ' I N'� "t `si { [_"'_'w."..-,-..� # #- .Af .i ,� I IF \ � lie ; �� it MATCH EX. GRADE '# •#` } # I I _ - i --' 'iF 1 { _ P 3 = jam' _. # I j ' x in t Q F4y`� , \ €. "j .,w.r '-""S' 't f "'. _ ^}. T,...,» ._.,,.,, diP c-..:.m • A f i # fi\ ter: i�\ s{1 t RIt0=2.33,5i� ;�, -- / 6" CONC=2 31,51(W) �\ `�-' I. I '� t ! TC 236.00 OONC=231.2 {tM \ TC�, 5 BC235.50 ! \ 6234.75 I ` 11 b - ' CB TYPE 1 ✓ �~� { ! 1 { ) 1 M f. MATCH EX. GRADE } s (' �« f t c r RIM=234.50 \ y # i`\ ..,,a,°`' i � . # ✓' {. ., � ;i-` 'r � � � \ \`tea. \ . : : j ff 1- i IE=231.16 (8 EX) 1 rz ! t _#' RAIN GA RDEN . i �( ATE PPRO IM . Tj ��\ ��� � \ \•- ' �. �\ \`. 00011 t rCE AREA 140 SF € ;\ \ E3 OM ELEV = 231.00F DB �., t TOP ELEV = 232.5 ,�'"f � � � �-'� � i � :`� off 1 _ `. i•: �.. TOP OF M_ \ To _ {. # ,.~�" --. _ - r-•-•--' .\'t,. POND TYP AB `N,DON EXISTING 3 1117177 f } CB TYPE 1 I- \ \N, PIPE $T [1/IWATER DETENTION POND , CB TYPE 1 _ ` i`� RAGE VOLUME = 14 375 CF =' "' I - ( ) \ E Nj . i , \.Q �. IE=232.50 iO _ �_. / -~ RIM=233.07 \ ,BOTTOM ELEVATION = 228.2Qg I ,I IE=231.07 \ ,� TOP ELEVATION = 233.2Q ' _ f , TC 234.80 \ \� #�# it BC 23�#.2Q ( TC :s50 r BC 234.90 1 Z _ l OVERFLOW STRUCTURE _ R1M=231.00 ` f A - II . OVERFLOWS RELOCATE EXiSTiNG -- - - . - -__ ST �TU � IE=238:69-. %-� FiR.E't-iYDRANT ? � .. �. ...... REI1/�=231.5Ii2�72' I Cfr` }- r CONP TO Xr ,5 1 /2 Ulv�klU fm PU iM T ON QD R FAC E� i ' /A .x IE= ;? f C (TYPE 2-48„) i _ £ 1 RIM=236.00 :; O EA #3Ei7NEta ��' " r _, _ f LOW I - " iE=228.09 i CONTROL STRUCTURE U A` E i , RIVE iAY # i j' RIM=233.20- ' f3NSTRLIGTi31v }-` �ONNECT TO #. i ` f, 2 233, - t, 1 s I° / j +: EXISTING: IE=228.20 IE=228.50 �r ` $"� �. RIM= 2.50 GREEivtENT _� __ _ _ _ r 0 -_... �r--- ------ -==--- " STORM , :IE�-- } 08290403 A R LINE 1�� -�£� j ( - - i r W¢ ' ° I i < CURB CUT EAEMENT E �. ;E . WATER LINE `. { \`\ BC=237.00 RECORDING NO. r ! `s � � t� � � � -- EASEMENT °� �� � I�LOCATE 2_9365 _ / IE=228.10 ~ -�--RECGRDMG-NO. -- ` G i � f� T .�_. �..,_._. ._._ .._.._ _. __ ,......, `_� � ._._ i ��, •--_ __ ._._ � I - ..... 6�29365 I EXI `TAN IF - (TYPE 't)- ,- �..--.-• m ?-- _ _ .. C _ _ - , _.,_ _.... _. - - _ u- _ w �, 1� ± YDRANT - Rl 23# O(3"C 234 - __ _ I TC 235.50 s _ BC 235.00 _ x (^p RAIN GARDEN _�_ _ __ _ _.-- K- L�...- -_ y� APP-.ROX1t1*M-aUB�ASE _ _ J tr = ...._w ' CB {TYPE 1) -23 AREA 400 SF ° w __ __ _.._ �_ 2 \ . _ _ _� _ W___ CB (TYPE 1) - _ E.sd:.�.a .24.,:._ - . MP E�232.00 - - ; _ - n __`` w � _ ---� RIM 235 40 _ � `"`"� - D,_. _.._ _ , l,M. _ _ .w _ D. __ ._ , _ _ _ _ D� �� _ _ - __..____.__..._._.-._ ..ID M D D ._ _ - -_ D f STORMFILTER N1' 17' 52'E 1243.17 fi -- #, r .._.._ STORMFILTER r� CATCH BASIN O r \ _� t' i : 1 i #{# 1t 1 T443.90 BC 233.40 la { 3 -20' ENT i; I RECORDIN NO3 {[ t 3 W LINEj I -E,SE�fIT RAI GARDEN 1 A R l---REt ING N AP ROXIMATE f 66293 SU FACE£AR. 240!§P BOOM E E_ A,'TII NI = � �`- 23.001- CURB CUT f i _ - BC=238.10 �$ -- _,TC 24325%-CBJ YPEZ - 4 -R1W2.U0- ,_. _ BC-24 = _ IE=231,L00�`- f ,u 0 r- CATCH BASIN I RIM=233.13 W RIM=234.57 r IE=229.60 0 PLAT OF "TWIN LAKES NO. 5" •I(, RFC:nRn(N#; NO &. R477n 2 no�Z 0 I CALL TWO BUSINESS DAYS BEFORE YOU DI 1-800-424-5555 &J w O CD O a - Co �� J rim 2 z S 2� vlL bAlm 2,n•,5 p 232• � � /* 2w Txese onnwINas ARE NOT TO BE, USED FOR CWISIAUC110!! UNLESS* SIGNED BY THE REVIEWING AGENCY cl rA Z x A C r� M GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET PERMIT NO.: APPROVED DATE I 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 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Protect Title: TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Client: FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 945-2000 211604.12 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 N0110E ALVATO OP M OWAUr suu. MYAaoMN K PWEWAL WL AM SSNArtAiE PUtNl I N OP seas DOdW OM NOr OtRS M E PROP R69iR'{kD OtSMW ip6tiiS M 21}tS DOCUttENT 6 NR UST O LY PoR S PROAOCf tOE MFO N RE AOE a= AND is NOT TO K USED FM IWAR Ofll M Ott AOO U lD WT PRQW O t FM ANY OW PRO = A A A A Revisions: Sheet Title: GRADING AND STORM DRAINAGE PLAN Designed by: Drawn byChecked by. 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I I . 4 . . I '� \\\- \1 I ;I \ \ J I I i . � - .", - \ I : _.�. � �7__ -1 _-_,� � � I- I I - - - I . . I �> + 9 9 9 1 , I , - 1� , .. z Z Cj I ." -3 :,, + � tz . � � I . 04 . . t . M CALL TWO BUSINESS DAYS BEFORE YOU D11 1-800.-424-5555 . THESE -DRAWIN S ARE. NOT TO BE . . . . �. USED FOR CONSTRUCTION UNLESt. . . � ­ . . : SIGNED-VY THE.REVIE . . ING- AGE . I - I—. W � NCY . 1. . . . . .. . . GRAPMC SCALE I 0 .10 20 ! , � i = , M * lw-_� . . I" = 20 FEET I PERMIT NO.: . I I I I I . 15A-T-E . - - I Civil Engineers , ,_ z Structural Engineers 0- 7 - 0 N Landscape Architects U "j , Community Planners V 11 %w - Land Surveyors �M_ 1 . Nzg , , 11 Neighbors . � - . . . . . I'll . = . . . . . . I . . I �+. , . . 0 . � . . TACOMA . - SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1.620, Seattle, WA 98101 206.267,2425 TEL Prolect Title: TWIN LAKES PARKING LOT IMPROVEMENTS ClientI FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 Job No. (253) 945-2000 211604.12 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 I N0110E ALWAIM OF M DONOff Via WMMlE M PWUWK VA AM SWW RUMIN OF ==WMW=MXflWFW0 00MV WM N fr IM DOMW 6 FM USE OKY fm 1w NMI MGM #I 1w MM a= AM 5 WF TO K USM FM FeAR MM OR wam M IMT Mw at FM MY am Fin= "M A A2 A Revisions: Sheet Title: HORIZONTAL CONTROL AND SURFACING PLAN Desianed by: i 2 �n b�. Checked by: WJF FAK / MJS SMC Sheet No. C3v0 5 of 9 Sheets TWIN LAKES ELEMENTARY SCHOOL -PARKING LOT IMPROVEMENTS A PORTION OF THE SE 1/4 AND OF THE SW 1/4 OF SECTION I I , T. 21 N., R. 3 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON `—SEDIMENT *3003 SEDIMENT ONLY ACCUMULATION PROVIDE CATCH BASIN SEDIMENT INLET PROTECTION NOTES: PROTECTION WITH STREAMGUARD BASIN 1. FILTERS SHALL BE REMOVED AND INSERT #3003, FROM CLEANED OR REPLACED AFTER EACH BOWHEAD MANUFACTURING CO STORM EVENT. 1011 SW KLICKITAT WAY SEATTLE, WA 98134 PHONE: 1-800-909-3677 1 CATCHBASIN SEDIMENT BARRIER " NOT TO SCALE SYMBOL xLkW TYPE 18 TRAFFIC ARROW P—,. AREA FT. TYPE 2SR(RFGNT) TRAFFICARROW M OR IMAGE OF TYPE 2SL iRAFFiC ARROW ($KO'Mi AT REDUCED $GALE) 1•-4' 1'. 2' SYMEOL&LANE i CEWERJN£ EWPSE A �i...Y EILPSE'B' CENTER PDNJF -/r j - -� -- OFE PDINT q MARMNG AMA g• S� T.73 SOFT. A=.A. 1P+EWFSE'S•NU8 TYPE 28L ".M TRAFFIO ARROW CALL TWO BUSINESS DAYS BEFORE YOU DI 1.800-424-5555 , 6fUD Ri 4' SQUME � TYPE43 TRAFPICARROW E, i i - b � _ h CENTER POINT .� ... -..;, ... OF ELUPSES 4I h GWD,S4 SQUARE - MMMN6AREA I .✓p• 14.43 SQFT. 1'•2' 1'•8' JEWFSE A 10•-ELLWSE'E"AMS AMS TYPE ESL (LEFT} TRAFFIC ARROW j MARMNGMFJ, U 14,M. TYPE 3SR (FF�Fn TRAFRC ARROW Mr" IMAGE OF TYPE 3SL TWM ARROW (SH" AT RMOEO WAUa TRAFFIC ARROW MARKINGS NOT TO SCALE IT - ELLIPSE Nr AM EXP,RES AUCOST S. 2007 @�J SYMBOL MARKINGS TRAFFIC ARROWS FOR LOW SPEED ROADWAYS STANDARD PLAN M-24.4"I SHET I OF 2$KETS ADPR04E0 FOR PUELICATNXN HarGld`J. Petwfeso 05-31-0 owwn•quas. w�.p.+ sa. o.co>a.velrweoa.wke 1/4" EDGED GROOVE 0.02 FT/FT 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACING BASE COURSE, WSDOT 9-03.9(3) VARIES NOTES: 1. CEMENT CONCRETE SHALL BE CLASS 3000. 2. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS. 3. PROVIDE BROOM FINISH FOR CONCRETE SURFACE. CEMENT 1 NOT TO SCALE )NCRETE SIDEWALK HMA CLASS 2 INCH, PG 58-22, MEETING WSDOT 5-04 BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, WSDOT 9-03.9(3) 95% COMPACTION, 6" MAXIMUM LIFTS. NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL FILL AND COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING, 90% COMPACTION, 12" MAXIMUM LIFTS. NOTE BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE ZONE BEDDING CONFORMING TO WSDOT 9-03.12 (3). CRUSHED SURFACING TOP COURSE, MEETING WSDOT 9-03.9(3) COMPACTED SUBGRADE 95% COMPACTION NOTES: 1. DEPTHS ARE COMPACTED THICKNESS 2. CONTRACTOR SHALL PROOF -ROLL SUBGRADES, YIELDING SUBGRADE SHALL BE OVEREXCAVATED AND REPLACED WITH 6 INCHES OF GRAVEL BORROW MEETING WSDOT 9-03.14(1) ASPHALT CONCRETE PAVEMENT STRUCTURE NOT TO SCALE RIGID FLEXIBLE (D.I., CONC.) (CPEP, CMP, PVC) SUBGRADE ELEVATION PIPE AS / SPECIFIED ON PLANS 4�_ � F � O -d Ln o Z_\. 4" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING I.D. + 30" PER WSDOT 9-03.12(3), 95% COMPACTION BEDDING & BACKFILL PIPE IN TRENCHES NOT TO SCALE PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT, TACK & SEAL EDGES EXISTING STRUCTURAL —� SECTION BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING BASE COURSE, 9-03.19 95% COMPACTION, 6" MAXIMUM LIFTS. NOTES: 1. BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL FOR PIPE ZONE BEDDING CONFORMING TO 9-03.12 (3). GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. 9-03.12, (3) 95% COMPACTION RIGID 1 FLEXIBLE (D.I., CONC.) (CPEP, CMP, PVC) 3" COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - CLASS 1/2, PG58-22, WSDOT 5-04 8" TYP BEDDING & BACKFILL PIPE IN TRENCHES TYP. FLEXIBLE PAVEMENT RESTORATION NOT TO SCALE THESE DRAWINGS .ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY PERMIT NO.: APPROVED DATE Civil Engineers Structural Engineers fl Landscape Architects s3 Community Planners Land Surveyors Neighbors TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Protect Title: TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Client: FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 945-2000 211604.12 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 No11C£ AL1F 410 ff TO pOdi M MOLL L HVAtDATE T E FROf1SSdtAL SEAL AIO 51GNAlUE FU73UCAl ff 'tHS DOpIIEMT DOES NOT OFROGAIE PROIt R =UAW MIM It ff. AIS QOtii W IS FM UM OKY FOR W PR W tODtM ii W MM a= A!O is t10T m iE ttsF4 FOR RFPAR R9100FJ. oR At:OIOON TO IMT FR W OR IM AW OttE3t ff*= A 0 A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked bv: WJF FAK / MJS SMC Sheet No. C4v1 6 of 9 Sheets WHITE ON BLUE BACKGROUND co 2" DIA. G.I.P. SCH 40 I LOME, 12" RESERVED PARKING PEPUT REWIRED 12" slid • - At • - - M AM rh N 6' z 8"MIN. BARRIER FREE PARKING SPACE SIGNAGE NOT TO SCALE A RAIN z 01 F BOTTOM OF RAIN GARDEN ELEVATION = PER PLAN of 1 AREA = PER PLAN H n NOT TO SCALE CALL TWO BUSINESS ,DAYS BEFORE YOU DII 1-800-424-5555 ------------- 18" AMENDED SOIL SEE LANDSCAPE ARCHITECT SPECIFICATIONS FOR MATERIAL 6" PERFORATED PVC PROVIDE 6" FILTER GRAVEL ON ALL SIDES (PER WSDOT 9-03.12(4)). PROVIDE NON WOVEN FILTER FABRIC (REEMAY TERRAM 1000, TYPAR SF40, OR APPROVED EQUAL) COVERING FILTER GRAVEL. RDEN DETAIL OUTLET CB SEE PLAN 3 (TYP.) SD OUTLET - SEE PLAN FOR INVER- ELEVATION 12" r-1 —r12" WALKWAY MARKINGS NOT TO SCALE SOLID WHITE 4 MIL THICK PAINTED LINES 6'-0" 4" 2 1/2" {2} #3 BARS — O - II LJ � 13116" DIA HOLES 3:1 SAND &CEMENT GROUT 1" DEPTH 10" MAX. NON -SHRINK GROUT 2" CLEARANCE 2 #6 BARS (TYP) ( ) r 0o PRECAST CEMENT CONCRETE WHEEL STOP NOT TO SCALE THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY PERMIT NO.: APPROVED DATE Civil Engineers Structural Engineers Landscape Architects l Community Planners Land Surveyors �Eg y .axe Neighbors Jy TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title: TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Client: FEDERAL WAY SCHOOL DISTRICT 210 3140518TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 945-2000 Job No. 211604.12 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 v NOTICE ALWATIW OF TNs MAW SFIU wYNLNTE M PROFiSSONAF sFA{ AM151(ilAi4iE FI�ICATON OF DDa�xr oo�s �aT OEIi00ATEWe OwAr1Il61iFs w ff. = DOCIJiE a is fm VX *LY Fit RE FROEiCf IJFN M N TIE UU BOCK me is WT TO K U0 FCit IwA k RF]M at AMMO TO MY Pq W OR FM W OW FRO M A A A A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked by: WJF FAK / MJS SMC Sheet No. C4W2 7 of 9 Sheets Civil Engineers iP als Structural Engineers Landscape Architects TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Community Planners •• leE Land Surveyors�� E1/4AND O F THE SV1l 1 /4 O F SECTION 11 T. 21 N. R. 3 E. W. M. Neighbors ­MU= APORTION OFTH SE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ft-1 P LA N T S C H E D U L E TREES CODE BOTANICAL NAME COMMON NAME OCONT SAL 9LY NS NYSSA SYLVATICA SOUR GUM B&B 2' CAL 18 GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT REMARKS STY AU ARCTOSTAPHYLOS UVA—URSI KINNIKINNICK 1 GAL 0 30" OC 82 Fal CE CAREX ELATA 'BOWLES GOLDEN' BOWLES GOLDEN SEDGE 1 GAL ® 24" OC 210 CK CORNUS SERICEA 'KELSEYI' KELSEYI DOGWOOD 2 GAL 0 36" OC MIN 18' HT 101 FL FRAGARIA CHILOENSIS 'LIPSTICK' BEACH STRAWBERRY 1 GAL ® 24" OC 243 JP2 JUNCUS EFFUSUS PACIFICUS 'QUARTZ CREEK' PACIFIC RUSH 1 GAL 0 30" OC 165 JE JUNCUS ENSIFOLIUS SWORDLEAF RUSH 1 GAL ® 24" OC 370 LS3 LAWN MIX SEEDED SEEDED LAWN MIX N/A 13,385 SF PA PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 1 GAL 0 30" OC 352 PA2 POTENTILLA ANSERINA PACIFIC SILVERWEED 1 GAL ® 30" OC 42 SC SALIX PURPUREA 'CANYON BLUE' ARCTIC BLUE LEAF WILLOW 2 GAL ® 30" OC MIN 18" HT 192 VD2 VIBURNUM DAVID DAVID VIBURNUM 2 GAL ® 42" OC MIN 18" HT 114 E X I S T I N G TREE SC H ED U LE EXISTING TREES TO REMAIN • 12" CAL. DECIDUOUS • 25' CAL. EVERGREEN • 18" CAL. DECIDUOUS TREE REMOVALS" • 7" CAL. DECIDUOUS • 12" CAL EVERGREEN • 4",5" CAL DOUBLE TRUNK DECIDUOUS • 5" CAL, DECIDUOUS • 13" CAL DECIDUOUS • 7",7" CAL DOUBLE TRUNK DECIDUOUS • 5",5",4",4' CAL MULTI -STEM DECIDUOUS • 6",5",5" CAL MULTI -STEM DECIDUOUS • 6", 6" CAL DOUBLE TRUNK DECIDIOUS • 5" CAL DECIDUOUS • 11 ", 10", 12' MULTI -STEM DECIDUOUS • 9", 9" CAL DOUBLE TRUNK DECIDUOUS • 4", 5", 6" MULTI -STEM DECIDUOUS • 9" CAL. DECIDUOUS • 10" CAL DECIDUOUS • 11" CAL. DECIDUOUS • 13" CAL DECIDUOUS • 8" CAL. DECIDUOUS D R O U G H T 0 LE R A N C E > 78% OF LANDSCAPE MATERIALS ARE DROUGHT TOLERANT. TOTAL PARKING LOT PLANTING = 10,262 SF TOTAL DROUGHT TOLERANT PLANTING =8,064 SF THE FOLLOWING SPECIES HAVE A HIGH DEGREE OF DROUGHT TOLERANCE: • ARCTOSTAPHYLOS UVA—URSI • CORNUS SERICEA 'KELSEYI' • FRAGARIA CHILOENSIS 'LIPSTICK' • JUNCUS EFFUSUS 'QUARTZ CREEK' • JUNCUS ENSIFOLIUS • PENNISETUM ALOPECUROIDES • VIBURNUM DAVIDII c �y jr.,rj y 5 GRAPHIC SCALE 0 10 20 40 FEET MEMEL 1" = 20 FEET GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. IF A DISCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLARIFICATION IMMEDIATELY. 2. SEE CIVIL DRAWINGS FOR GRADING AND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY LOCATE PRIOR TO EXCAVATION (800.424.5555). CONSULT WITH GENERAL CONTRACTOR PRIOR TO EXCAVATION. 4. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. 5. SEE SPECIFICATION FOR SOIL DEPTHS IN ALL LANDSCAPE AREAS. 6. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM TO PROVIDE COMPLETE UNIFORM COVERAGE TO ALL NEW PLANTINGS. REFER TO SHEETS L2.0 7. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. CALL TWO BUSINESS DAYS BEFORE YOU DI 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY PERMIT NO.: APPROVED DATE "Hj FiA B] L TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Protect Title: TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Client: FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 945-2000 Job No. 211604.41 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 ,+�p�'��► STATE OF �O WASHINGTON REGISTERED LA SCAPEEAARCHITEC G- DANIEL E. ALA LICENSE NOW EXPIRES ON 10/08/2013 NOTICE ALTERATNN OF THS DOQNENf SHALL I AVIAN THE PROFENOM SEAL AND SWIM RIA CATION OF THS DWAiBR DOES NOT DOWN FROM RE9FRVED Ott OOP RNN15 N IT. 7HS DOCIABir Ai FOR USE ONLY Fat 1FE PRAECT WOMM IN 7HE 7111E BI= AND IS NOT M BE USED FOR NMAIK REMODEL OR ADDIRON TO THAT PM= Olt FOR ANY UM PMW. A 0 0 0 Revisions: Sheet Title: PLANTING PLAN NOTES AND SCHEDULE Designed by. Drawn by: Checked by: MM MM DEW Sheet No. Ll ■ 0 of Sheets > TWIN LAKES ELEMENTARY SCHOOL - PARKING LOT IMPROVEMENTS A PORTION OF THE SE 1/4 AND OF THE SW 1/4 OF SECTION 11, T. 21 N., R. 3 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON H «4"'® </�$ �„�`..,,ANi ..Fi'.v I s.'z• ey e A ! rasp dR i awom i+'a H s d x = g yg l x o < �. a sF 8 ; i \ k \ :, •�.. a, ,,ate i � d„ � :>.. X � .. e S 9 ✓ ��8�9021 V _.� I d` f 6f j Mc ^> 4e Y H n >-..",.^..C�,.,,.,,.,.,.,.,..........w.".,.,.,.....................,......,...... ...'..,.,,,. .aw,.>.>.> ".<°,e "a 1. . <d ,«.>.">.. 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USE WITH 1/2" MPT THREADED RISERS. B e ® O RAIN BIRD 1800-PA-8S 12 SERIES MPR 30 Q T H TO F SHRUB SPRAY ON FIXED RISER WITH THE PA-8S PLASTIC SHRUB ADAPTER. USE WITH 1/2" MPT THREADED RISERS. O O d • • RAIN BIRD 1800-PA-8S 15 SERIES MPR 30 Q T H TQ F SHRUB SPRAY ON FIXED RISER WITH THE PA-8S PLASTIC SHRUB ADAPTER. USE WITH 1/2" MPT THREADED RISERS. O O RAIN BIRD 1800-PA-8S AW 30 12 HE -VAN 15 HE -VAN SHRUB SPRAY ON FIXED RISER WITH THE PA-8S PLASTIC SHRUB ADAPTER. USE WITH 1/2" MPT THREADED RISERS. d CF, 0 0 0 RAIN BIRD 1800-PA-8S ADJ 30 4 6 8 10 18 SHRUB SPRAY ON FIXED RISER WITH THE PA-8S PLASTIC SHRUB ADAPTER. USE WITH 1/2" MPT THREADED RISERS. SYMBOL MANUFACTURER/MODEL/DESCRIP110N PSI GPM RADIUS 10 RAIN BIRD 2045-PJ-08 LA 35 4.00 29' SHRUB IMPACT, ADJUSTABLE AND FULL CIRCLE ARC, 1/2" MALE THREADED INLET, LOW -ANGLE NOZZLE. PRECISION JET TUBE MINIMIZES SIDE SPLASH. SYMBOL MANUFACTURER/MODEL/DES:RIPTION RAIN BIRD PEB-PRS-D 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. R R I G A T 10 N N 0 T E S 1. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THE LANDSCAPE ARCHITECT (LA). 2. IRRIGA11ON DESIGN BASED ON AN EXISTING 50 PSI STATIC PRESSURE AT THE SERVICE MAIN. CONTRACTOR SHALL VERIFY EXISTING STATIC PRESSURE AT P.O.C. AND SUBMIT WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT AND NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES GREATER/LESS THAN 5 POUNDS OF DESIGN PRIOR TO INSTALLATION OF ANY IRRIGATION EQUIPMENT. 3. THIS SYSTEM IS DESIGNED AS A TEMPORARY IRRIGATION SYSTEM FOR PLANT ESTABLISHMENT. 4. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS AND IN UNDERGROUND SLEEVES. 5. INSTALL ALL EQUIPMENT PER STATE AND LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 6. CALL FOR LOCATES PRIOR TO DIGGING; AT 1-800-424-5555. SEE SURVEY AND CIVIL DRAWINGS TO VERIFY UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR AND LA, AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 7. ALL SLEEVES SHALL BE SCH. 40 PVC AND BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES. TEMPORARY SLEEVE SIZE ARE SHOWN ON PLAN. 8. INSTALL ALL SPRINKLER HEADS ABOVE GROUND AS DETAILED. 9. ADJUST RADIUS AND ARC ON SPRINKLER HEADS TO MINIMIZE OVER SPRAY ON HARD SURFACES. ANY IN -HEAD ADJUSTMENTS SHALL NOT EXCEED 10% OF DESIGN OR MANUFACTURER'S ADJUSTMENT RECOMMENDATIONS. 10. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 11. INSTALL FIXED BODIES FOR ALL IRRIGATION HEADS AS SPECIFIED IN THE IRRIGATION SCHEDULE. 12. CONTRACTOR SHALL WARRANT THE IRRIGATION SYSTEM IN EVERY DETAIL FOR A ONE YEAR PERIOD FOLLOWING THE DATE OF ACCEPTANCE. CONTRACTOR SHALL PROVIDE SPRING START-UP AND WINTERIZATION FOR THE FIRST YEAR. CALL TWO BUSINESS DAYS BEFORE YOU DII 1-800-424-5555 THEE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY CrG � rc a �r s GRAPHIC SCALE 0 10 20 40 FEET V = 20 FEET PERMIT NO.: APPROVED DATE Civil Engineers\ 3 \ Structural Engineers Landscape Architects "p � H Community Planners �ffff s a6�S Land Surveyors Neighborsno gE Qa E:` IIIH hH f jg T A C O M A S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Prolect Title: TWIN LAKES ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS Client: FEDERAL WAY SCHOOL DISTRICT 210 31405 18TH AVENUE SOUTH FEDERAL WAY, WA 98003 Job No. (253) 945-2000 211604.41 Issue Set & Date: LAND USE SUBMITTAL OCTOBER 2012 p'`��► STATE OF \Of WASHINGTON REGISTERED LA SCAPE ARCHITEC DANIEL E. ALA LICENSE N0. 5131 EXPIRES ON 10/08/2013 NOTICE ALTeATION OF THS DUMMIT SKI. NYAIIDATE THE PROFT39OK six AND SI IVITUIE PUdIG1nON OF In DDcul w Dom wr DEIpSATE FROM RESERVED DRTFRSHP RIGHTS N IT. THS DOC IMW S FOR USE ONLY FOR THE PRI T IM(IM N TTE T IM ILM AND IS NOT TD BE USED FOR NPAW. REMODEL OR AMTION TO 1MT PAMI OR MR ANY MM PIRIM. L 0 A 0 Revisions: Sheet Title: IRRIGATION PLAN, NOTES AND SCHEDULE Desioned by: Drawn by: Checked by. JN A DEW Sheet No. L2nO of Sheets