Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Planning 2020-07-23 Item 4 - Attachments - Greenwood Heating Design Review
T-30' 0 15 30 60 LEGAL DESCRIPTION: HORIZONTAL DATUM: DATE OF SURYLY: (PER FIDELITY NATIONAL TITLE COMPANY OF HORIZONTAL DATUM FOR THIS SURVEY IS NAD THIS SURVEY REPRESENTS VISIBLE PHYSICAL WASHINGTON COMMITMENT NUMBER 611222796, 83/91 PER WSDOT. WSDOT CONTROL POINT IMPROVEMENT CONDITIONS EXISTING ON COMMITMENT - SECOND, DATED OCTOBER 24, N0. 5272 (IS17161) WAS HELD FOR POSITION, DECEMBER 12, 2019. ALL SURVEY CONTROL 2019 AT 8:00AM) AND A LINE BETWEEN SAID POINT N0. 5272 INDICATED AS "FOUND" WAS RECOVERED FOR (IS17161) AND CONTROL POINT NO. 5285 THIS PROJECT IN DECEMBER OF 2019. PARCEL A: (IS1 ]174) WAS HELD FOR ROTATION, BEING LOTS 14 THROUGH 18, BLOCK 8, HILLMAN'S SOUTH 18'39'11 EAST. SURJEDI NOTES ALL SEATTLE GARDEN TRACTS, ACCORDING TO THE VERTICAL DATUM: ALL DISTANCES SHOWN HEREON ARE PLAT THEREOF RECORDED IN VOLUME 11 OF VERTICAL DATUM FOR THIS SURVEY IS NAVD GROUND MEASUREMENTS IN U.S. SURVEY FEET. PLATS, PAGE 24, RECORDS OF KING COUNTY, 88 PER WSDOT. WSDOT VERTICAL CONTROL THE BOUNDARY CORNERS AND LINES WASHINGTON; POINT NO52]2 (151 ]161) WAS HELD FOR DEPICTED ON THIS MAP REPRESENT DEED . EXCEPT THOSE PORTIONS THEREOF PS ELEVATION, BEING 173.723'(NAVD 88) LINES ONLY, AND DON'T PURPORT TO SHOW CONDEMNED FOR INTERURBAN AVENUE SOUTH OWNERSHIP LINES THAT MAY OTHERWISE BE (SR 181) BY DECREE ENTERED IN KING LOT AREA: DETERMINED BY A COURT OF LAW. NO COUNTY SUPERIOR COURT CAUSE NUMBER 73,500 B S.F. (1.687 AC f) IMPLIED. OF OWNERSHIP IS EXPRESSED OR 09001. UNDERGROUND UTILITIES AND FEATURES PARCEL B: ADDRESS: DEPICTED HEREON ARE BASED ON FIELD 14027 INTERURBAN AVENUE SOUTH, TUKWILA, OBSERVATION, MARKINGS, DEVELOPMENT PLANS, LOTS 19 AND 20, BLOCK 8, HILLMANCORDING T WA 98168 PLAT GARDEN TRACTS, ACCORDING TO THE AND/OR AVAILABLE RECORD DOCUMENTS ONLY. PLAT THEREOF RECORDED IN VOLUME 11 OF TAX PARCEL NUMBER: THE TRUE LOCATION, NATURE AND/OR PLATS, PAGE 24, RECORDS OF KING COUNTY, 336590-0830 EXISTENCE OF BELOW GROUND FEATURES, WASHINGTON; 336590-0830 DETECTED OR UNDETECTED, SHOULD BE EXCEPT THOSE PORTIONS OF SAID LOTS 19 VERIFIED. AND 20 AS CONDEMNED FOR INTERURBAN 336590-0855 THE LEGAL DESCRIPTION AND SPECIAL AVENUE SOUTH (SR 181) BY DECREE ENTERED 336590-0855 EXCEPTIONS SHOWN HEREON ARE PER THE IN KING COUNTY SUPERIOR COURT CAUSE REFERENCE SURVEYS: ABOVE REFERENCED TITLE REPORT UNLESS NUMBER 109001; OTHERWISE NOTED. RECORD OF SURVEY AM. 9904129001 (R1) THIS SURVEY HAS DEPICTED ALL VISIBLE AND EXCEPT THAT PORTION OF SAID LOT 20 CONVEYED FOR INTERURBAN AVENUE SOUTH OCCUPATIONAL INDICATORS (IE. FENCE LINES, (SR 181) BY DEED RECORDED UNDER BUILDINGS, WALLS, ETC. - SEE MAP FOR RECORDING NO. 1013509. PARTICULARS) PER W.A.C. 332-130. LINES OF SPECIAL EXCEPTIONS: (PER FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON COMMITMENT NUMBER 611222796, COMMITMENT - SECOND, DATED OCTOBER 24, 2019 AT 8:OOAM) 1. ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING MATTERS DISCLOSED BY SURVEY, RECORDING DATE: APRIL 12, 1999 RECORDING NO.: 9904129001 MATTERS SHOWN: A GARAGE APPURTENANT TO THE SUBJECT PROPERTY IS 0.6 FEET OVER THE SOUTHEASTERLY LINE OF PARCEL B (SHOWN HEREON) SAID GARAGE NO LONGER EXISTS 2. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SEf FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: NOVEMBER 30, 2017 RECORDING N0: 20171130002195 (NOT PLOTTABLE) CREATES USE RISTRICDON EXISTING LEGEND COVERFSHEET GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON OCCUPATION, AS DEPICTED, MAY INDICATE z AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED w THE RELATIONSHIP BETWEEN LINES OF S W OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS VJ SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC. THIS IS A FIELD TRAVERSE SURVEY. p W SPECTRA PRECISION FOCUS 30, TOPCON GR5 w CPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE O ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION V AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED In g IN W.A.C. 332-130-090. ALL INSTRUMENTS p AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' i SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. �e°"°n INTERURBAN AVENUE SOUTH ,,„, v� a • w,.. we 1 m®m m n — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m,,Tn - - - - — o Al ah- - - - - - - - - - - - - - - - - - - - ON SUBJECT PROPERLY ITEMS 3 THROUGH 8 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR THE CONSTRUCTION SEQUENCE DETAILS ON THESE ITEMS. 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF TUKWILA OFFICIALS. 9. ASSIGNMENT OF RENTS AND LEASES: ASSIGNED To: READYCAP LENDING, JUG 2. FLAG AND FENCE CLEARING LIMITS. ASSIGNED BY: W.S. CAPITAL VENTURES LLC A LIABILITY COMPANY WASHINGTON LIMITED NY 3. INSTALL TESC MEASURES INCLUDING SILT FENCE AND CONSTRUCTION ENTRANCE RECORDING DATE: NOVEMBER 30' 2017 RECORDING NO.: 2017 1 130002197 PER APPROVED PLANS AFFECTS: PARCEL B (NOT PLOTTABLE) 4. CITY REPRESENTATIVE TO INSPECT AND APPROVE INSTALLATION OF TESC MEASURES BEFORE SITE WORK AND GRADING WILL BE ALLOWED TO BEGIN. ITEMS 9 THROUGH 12 ARE NOT SURVEY T RELATED. SEE THE TITLE REPORT FOR THE 5. CONTRACTOR TO MAINTAIN FIRE AND EMERGENCY VEHICLE ACCESS TO THE EXISTING DETAILS ON THESE ITEMS. BUILDING TO THE NORTH AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO MAINTAIN AND PROTECT ACCESS TO EXISTING FIRE HYDRANTS. 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKWILA AND MANUFACTURER'S RECOMMENDATIONS. m POWER JUNCTION BOX © POWER VAULT o-o STREET LIGHT FAI POWER TRANSFORMER 0 TELECOMMUNICATIONS RISER ® TRAFFIC SIGNAL BOX O SANITARY SEWER MANHOLE ❑ CATCH BASIN OSTORM DRAIN MANHOLE C CULVERT FIRE HYDRANT m WATER VALVE P WETLAND FLAG a SIGN SET BENCHMARK ® FOUND MONUMENT IN CASE O FOUND REBAR AND CAP AS NOTED EXISTING WALL 12'A ALDER 12'COT COTTONWOOD 12R1 MAPLE CONCRETE PAVING GRAVEL SURFACE DITCH LINE SS— SANITARY SEWER LINE SD-- STORM DRAIN LINE P POWER LINE FO FIBER OPTICS UNE FL FORCE MAIN SEWER UNE W WATER UNE �1—M--N— CHAIN LINK FENCE UNE 7. CONSTRUCT SITE UTILITIES AND THE BUILDINGS. B. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF TUKWILA. - \ 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 10. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. V 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. PAVE THE SITE AND PROVIDE LANDSCAPING. 13. CLEAN STORMWATER SYSTEM PRIOR TO USE. DO NOT FLUSH CLEANING WATER DOWNSTREAM. I'I 14. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMP'S\ ��❑ AFTER APPROVAL BY A CITY OF TUKWILA INSPECTOR. — — — — — — — — ------=—=�-' PROPOSED LEGEND CONCRETE P POWER LINE PARKING — T TELEPHONE LINE AREA CONCRETE W WATER LANE SIDEWALK SS SANITARY SEWER LINE - - - - - 150------ CONTOUR STORM DRAIN SWALE STORM DRAIN PROPOSED GRADE ELEVATION CATCH BASIN MATCH EXISTING • STORM DRAIN STORM CLEANOUT 35335�TA ELEVATION ELEVATION AT STORM \ TOP OF ASPHALT MANHOLE ELEVATION AT • SANITARY 1 TOP OF CURB SEWER CLEANOUT SANITARY ELEVATION AT SEWER MANHOLE TOP OF WALL ISOLAN 35.0 BW ELEVATION AT VALVE1ION \ BOTTOM OF WALL ® RETAINING ADA RAMP WALL EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTE: CERTIFIED ALTA SURVEY DATED DECEMBER 12, 2019 PERFORMED BY BRIAN D. GILLOOLY (REG. NO. 46315) OF BARGHAUSEN CONSULTING ENGINEERS. SITE DESIGN HAS BEEN BASED ON ABOVE REFERENCED SURVEY. e d > PROPOSED BUILDING FF=21,5 �•Q I �y \_X i N kT4l'l2'W 350. J WE y.�- ------ J �� �� i Tormsx mo7 CIVIL SHEET INDEX Cl OF 9 COVER SHEET C2 OF 9 EXISTING CONDITIONS MAP C3 OF 9 PRELIMINARY DEMOLITION AND TESC PLAN C4 OF 9 PRELIMINARY TESC NOTES AND DETAILS C5 OF 9 PRELIMINARY GRADING AND STORM DRAINAGE PLAN C6 OF 9 PRELIMINARY WATER AND SEWER PLAN C7 OF 9 CONSTRUCTION NOTES AND DETAILS C8 OF 9 CONSTRUCTION NOTES AND DETAILS C9 OF 9 CONSTRUCTION NOTES AND DETAILS LANDSCAPING SHEET INDEX L1 OF 5 LANDSCAPE NOTES AND REQUIREMENTS L2 OF 5 CODE COMPLIANCE PLAN L3 OF 5 PLANTING PLAN L4 OF 5 PLANT SCHEDULE AND DETAILS L5 OF 5 IRRIGATION PLAN OWNER GREENWOOD HEATING 825 S STACY ST SEATTLE, WA 98135 CONTACT: MICHAEL PORTER ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: DAN BALMELLI I_1GA:II1*01 HELIX DESIGN GROUP 6021 12TH ST E, SUITE #201 TACOMA, WA 98126 PHONE: (253) 922-9037 FAX: (253) 922-6499 SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: BRIAN GILLOOLY Z W 2 a O J w w 2 O (n Z Q m w D w `W r Z V Z It M L1J��00 � ONLq � cn Z In LiJNQN NN Lw (n V P 5 C m N N L W C 5 c LA L C g C WIm c C QGo0) mO U) C m U °r°Y 19 H 24 EXISTING CONDITIONS MAP FOR GREENWOOD HEATING Lu /4lr*=2CO' z PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, 2 0 10 za 40 a TWP. 23 N., RGE 4 EAST, W. M. O CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON _ < w z W O z 0 O � U - ? m og CB STD GRATE Y RIM=21.05 RI STD GRATE 'ADS IE NW=16.45 RIM= 23 ° ADS IE SW=16.50 12" S I W W ADS E NE=17.97 N r CB STD GRATE OS 12" ADS IE SW=18.04 o z RIM=21.92 CB STD GRATE T-1 SSMH 8" DI IE W=19.97 RIM=21.69 CB SOLID UD T-I RIM-2 .90 CB STD GRATE c 8 12" ADS IE NW=16.32 RIM=22.11 6° INC IE NW=12.03 RIM=22.10 CB SOLID UD LIGHT STANDARD (IYP.) 8" CNC IE SW=16.57 12" AD IF HE 6° CUD IE 5E=12.08 8" DI IE SW=19.10 RIM=22.70 N (CONNECTION TO NW IS UNCLEAR, 12 ADS IE NW=18.16 (NOTE: PIPES ARE 8" 12" ADS IE SW=1890 NW PIPE DOES NOT CONNECT TO 12" PDS IF SE=18.29 PER C.O.T. SEWER 8" DI IE NE=19.27 F _ _ _ - --SDiUCTURES IN SIDEWALK)= _ _ _ - - - 12" CMP IE 5=18_22 = _ _ _ - COMPRE_HENSfvE PUN) _ _ _ _ _ _ _ _ = 12" ADS IE 5=18_92 V CASE W/9'lD FND MONUMENT INCASE W/9iD I -�- -�- c-c- TELTEL. M/H INTERURBAN AVENUE SOUTH -1 � �% 4, PAGED) LP. FlLLID W/CNC MD W/COPPER TACK M/H - - _ - - - DE O.M. BELOW GR40E _ _ _ _ =s = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - = s = - o - -s -s -y -� -s -s _ -� -j -s -s -< s -s = _ _ _ _ _ _ _ AN E OF INIERURBW AVE (DECEMBER 2019)_- I CB SOLID LID ��-(OG,) RIM=22.12 % (PUBLIC R/W) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8° DI IE E=19.27 366' - - - - - - - - - ♦♦ - - - - - - - - - - 12- ADS III���IFFFE SWWWE====11118.82 D/W T(UG) T(UG) N(Uy" T(YG TUG TUG WATER TUG " --- --T U 17 12' ADS 1 97 r-y�r _ .I/ r T(UG) (LAG) ____- ---__ - -_-- - _ _ __ - ___ _ _36.6' D/W i.) e ( ) - ( ) ( ) _ _- 1 ) - - _ _- I____)o/ """____ "'_ a _ 33_6_ �/W __ z M BO M_ _ ___ _ _ __� --- _ X _ �x� _ _ s __ _ e �Y N } t > OS F y05' aS OS� OS' b� nSDye �Y'SD �^fi'Yn > `� e« °SD Y y °B > Q F - Q) 00 N -- _ _ B(3�'=eFsty a(st�3-IROy afa>fS' `PowER PDLe� ' -�' 1- =r w,,,1--wo�1 nog mm- . GAS VALVE (TYd) III )IJ II _ n POWER P� P °X on QD VAU T ^L w/METER P - _ - 1 " REfl4t 3. E .. W ER METER O ~ 00 GUY ANCHOR - �, ECOB,ocKsW/ CAM' - 66�� S O in W POWER POLE ` (3) JB a ___- ___ _ J HYD NT XRZ 2D19) J OECEMBER T019 �! BOLLARD �\ ( ) i W/TRANSFORMER k/ N UG WIRE DROP {I�h{M�� O CB STD GRATE T-1 \rU'b )°".i F�� .��SiBPS / - O z Li) RIM=21.69 / �;�\ '\ P Ii� \ \ �� ill'l) W C W 12" ADS IE NE=18.94 /a` I, CB STD GRATE FF=23.14 " SDMH T-2 AB" RIM=20.66 N '^ d 1 RIM=22.18 Ll. v! \/ p RAMP WITH LANDING & DI IE E=18.31 8' DI IF SW-18-28 BIDG HT=19.8 �I Cl IE SWTIH 41 12' CMP IE NW=1823 W/RISER a -� 'C7 'w p TOP OF RISER IE=1923 --- / I BTM OF RISER IE=17.28 8 845 ICI `) -J EXISTING p a ------ ao I soco � I - Tr -BUILDING ---RO -- Y FF=23.03 i GAS METER v Il d \ BIKERACK JBO% (IYP.) I -- R4 ---- -- ="'f-- 1O ---- $�3.5 SE p \ B SIR OCRATE - .0 / 52-3' ROOF DRAIN \ -1988 l 0 aln("q/ y IF SW-18.72 - - - --- _D ROOF DRAIN I,I � ECOBLO�CK PILE a d RIM=19.65 III I'-...:-�_i CB STD GRATE of TOP OF ELBOW-18.60 III _ -- 8° PVC IE NE=17.93 UM OF TURNDOWN=1 ].65 2 lu- ! m- r(u�, N) - vN�) _ -- a �C�' s;TD GOIL' -- � P a � >��m P7 01- .s �F NJ 2085 0 \,\\�\\�\`vV n w a a l'OP OF EEOOW'-,9.50 , z ELM OF TURNDOWN=18S5 -.-.-- > 8" PVC IE NE=18.83 SIGN (NP) BUFFER EH. WETLAND o P C J c I 9 BOUNDARY i a I " P \ 7 i yx z - - J SIT f EcoBLocK � o, � � � --Tm - -' - -- --� I. I , ,� � �� y� . y y , y � y doe � p'� � - � � W I N Of > rRR q < o o�do CHAINUNK FENCE NW EO C Q -U- - 50 �-(DEveIDATED) m ------�Ln _ a - 54541'72i 350.00' o �i w cLq \ N C _ off° in u �- FWD REA W/ORANRAN CAP t0E OF SEg=pE_ � ECE'KrrER 2019) (DECEMBER 2019) M � \ 15 U 26 PRELIMINARY DEMOLITION AND TESC PLAN FOR /4lr*20' GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, 0 10 20 40 TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON ALL CATCH BASINS IN THE VICINITY OF CONSTRUCTION. PER II DETAIL SHEET C4 m CB SOLID LID RIM 8" DI IE E=19.2] 12" ADS IE SE=18.82 12" ADS IT` 8T�,97 W GAS ALVE (TOP) POWER P( (TRANSFORMER UG WIRE OF CB STD GRATE RIM=: ' ADS IS NE - CB TOP OF ELI 8" PVC A BTM OF TURNDI CB STD GRATE RIM=21.05 CB STD GRATE 18' ADS IE NW-16.45 RIM=21 99 12" ADS IF SW=16.50 12" ADS IE NE=11.0 CB STD GRATE as 12. ADS IE SW-18.04 RIM=21.92 CB STD GRATE T-1 8" DI IE W=19.97 RIM=21.69 CB SOLID LID T-1 12" ADS IE NW=16.32 RIM=22.11 8" CNC IS SW=16S7 12' ADS IE NE=18.21 (CONNECTION TO NW IS UNCLEAR, 12: ADS IE NW=18.16 NW PIPE DOES NOT CONNECT TO 12 ADS IE 5E=18.29 STRUCTURES IN SIDEWALK) 12" CMP IE S=1&22 EXUBM -`- AS CONSTRUCTION ETIIRANCE TO ENQ-�TEL. M/H COIAL.0 -c=�c TRACKED WTBNL 6 TTiACI®OFFSIIE KEDO = _ _ _ _ _ - _ _ _ _ EX. DRNEWAY UU) TO BE IMPROVED _ LIMITS OF -� D/W DEMO' Y(»G� _ TO CITY STD RS-D9 SHEET C7 36 6' T(UG) D�/ (UG) t(UG) o A T(UG) (UP 36.6 /W T G) T(UG) SRMH IM= CB STD GRATE RIM=22.10 CB SOLID LID 6" CNC IE 203SW=19,10 CNC IE E=22.90 5E-12.08 RIM=2230 (NOT PIPES ARE 8" 12 ADS IE SW=18.90 PER C.O.T. SEWER 8" DI IS NE=19.27 COMPREHENSIVE PLAN) _ 12" ADS IF S=18.92 - NEW DRNEWAY - WATER 1 PER CIN STD RS-09 SHE ET C7 - ED X,ES _ - T(UG) TUG/ ( T®� ) D/� I- f 33.6' D/W s a yas 55 1 °as as> w y' `soy° so ��° sD 2 o a _. - Sb4LS= S(st9 = 8(Sty a(a3 8f3 1 PowE�R P ��-� IIfIII POWER ° Li �a2 POLE 1�P" REBAR O VAULT .E A 0' pr 3 METE 'X�\ ( B R ___ / METER U AN OR HE 1 3 "RANGE ECOBLO Sw "RAN G CAP 16915"y SE `1P & IP / 1 I �y $ - - "\ \ B �3� ( ( \ (DECEMBER 2019) / �T 3.94 CB DI E 7RIM-20.66 R MM 2218 6 8" DI 48"$" SW=18.28 8 DI SW=18.41 12" CM TOP OF IE NW=18.23 W/RISER RISER IE=1181 I I oil OTV �r RISER IE-1728 R 2 L GAS /F m M TERIuc1 �PI 1 T >Nc) Wes)-PNa1-PfW - - 1 I " - _ - - 35' SE JBOX (TYR \\I R y 2 B ST D¢'RAT, 6 / �/ NE=18.66 I �� 5 ,& IS SW=1872 2.7' SE i M1.a a 5 3 Rai 2- R � 5 _ I d = ECOBLOC, f PILE 1.4' NW 2IM =19.65 d DW=18.60 NE=1].93 NN=17G5 P(W)-v(UCJ-H9� PCB STD G��->N � Wys) RIM=20.85 OR OF ELBOW=19.50 >(uy wu l sNW alWl > ) 3, BTM OF TURNDOWN=18.55 Ifl � 8" PVC IE NE=18.83 / r SIGN (NPJ T MONITOR WELL (TYP.) I CATCH BASIN PROTECTION ON / ALLCATCH BASINS IN THE VICINITY OF CONSTRUCTION. PER / ` / \ ti � A, h oQ� c =�\ / INJ /' -------- _ y DETAIL SHEET C4 y COBLOCK 0 5 y NJ SE NJ�6�10'S� `VCHANLINK J,j j/ Q! FENOE (DEIAPK ATED) L � ��LBT-LUWT (IYP.) �✓ /� FND 1 /2" RECAP J TOE OF SLOPE - W/ORANGE CAP � 'KITZ 2011" (DECEMBERER 2019) i DEMOLITION KEYNOTES O1 EXISTING CURB TO BE REMOVED O EXISTING LIGHT POLE/JUNCTION BOX TO BE REMOVED 03 EXISTING ASPHALT TO BE REMOVED ® EXISTING TREE TO BE REMOVED 0 ^EXISTING CATCH BASIN/CLEANOUT & ASSOCIATED PIPING TO BE REMOVED/ABANDONED ©EXISTING MONITORING WELL TO BE ABANDONED PER DEPT. OF ECOLOGY REQUIREMENTS, & COPY OF ABANDONMENT DOCUMENTATION PROVIDED TO CITY OEXISTING GAS LINE TO BE RELOCATED, COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION ® EXISTING BOLLARD/BLOCK TO BE REMOVED Og EXISTING BUILDING TO BE REMOVED EXISTING UG POWER TO BE REMOVED OR RELOCATED, COORDINATE WITH UTILITY 10 COMPANY PRIOR TO CONSTRUCTION EXISTING POWER SERVICE TO BE SAVED FOR NEW BUILDING OR ABANDONED 11 IF NOT NEEDED O EXISTING CONCRETE TO BE REMOVED T.E.S.C. LEGEND DESCRIPTION PROPOSED TREE PROTECTION FENCING SILT FENCE PER DETAIL SHEET C4 TEMPORARY CONSTRUCTION ENTRANC CATCH BASIN PROTECTION PER DETAIL SHEET C4 EXISTING ASPHALT TO BE REMOVED E o: o O V Z � M W O U) W ti cnz In H W N Q N Lu Co ''Lu ^^ w v! V 1 '81 1 a o U a o u F C F� Yl Cy G1 L W C 7O t N La C C W C N -N M Qdooiy 7 Y O1 N M - CQLp t 'A Of >` C Ln «r m 0 I4 m U °rY't w PRELIMINARY TESC NOTES AND DETAILS EROSION AND SEDIMENT CONTROL NOTES: 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON ()CT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPTEMBER 30). 7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13, WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. 1. SEED MIXTURE SHALL BE EROSION CONTROL SEED MIXTURE, AND SHALL BE APPLIED AT THE RATE OF 120 POUNDS PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADER, AND SEDIMENT BASINS. 5. THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS' RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. SEED MIXTUFIE FOR EROSION CONTROL NAME PROPORTIONS BY PERCENT PURITY PERCENT WEIGHT GERMINATION REDTOP (AGROSTIS ALBA) 10 PERCENT 92 90 ANNUAL RYE (LODUM MULTIFLORUM) 40 PERCENT 98 90 CHEWING FESCUE (FESTUCA RUBRA 40 PERCENT 97 80 COMMUTATA)(JAMESTOWN, BANNER, SHODOW, OR KOKET) WHDE DUTCH CLOVER (TRIFODUM 10 PERCENT 96 90 REP ENS) NV IC,,J 1. SEE WSDOT STANDARD SPECIFICATIONS SECTION 7-08.3(3) FOR PIPE ZONE BACKFILL. 2. SEE WSDOT STANDARD SPECIFICATIONS SECTION 9-03.12(3) FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3. SEE WSDOT STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. RIP RAP SPECIFICATIONS ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: ( PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" {C PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" STOCKPILES 1 INSTALL BIO BERM OR SEDIMENT FENCING/BARRIERS AT TOE OF SLOPE. 2 STOCK PILES ON SITE SHALL BE COVERED WITH POLYETHYLENE PLASTIC SHEETING 6 MIL MINIMUM THICKNESS. 3 COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12" OVERLAP OF ALL SEAMS. FOR SEAMS PARALLEL TO THE SLOPE CONTOUR, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL SHEET. NO RUNOFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING. 4 CONSTRUCTION MATERIALS CONTAINING TOXIC CONTAMINANTS SHALL NOT BE STORED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 5 DEBRIS, WASTE AND GARBAGE PILES SHALL NOT BE PLACED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 6 LOCATION OF CONSTRUCTION MATERIAL STORAGE AREAS AND DEBRIS, WASTE AND GARBAGE PILE AREAS SHALL BE PROVIDED BY THE CONTRACTOR AT THE TIME OF THE INITIAL ESC CONTROL INSPECTION. FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS 9,p USE STAPLES OR WIRE RINGS TO ATTACH FABRIC Op0 TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC Fi RS O o I I I BURY BOTTOM OF N I I I I FILTER MATERIAL IN I I GROUND I I o I SURFACE I I 8"x12" TRENCH 19 O \�\\\�\�\\i\�\\ C R = 25' MIN. --rr------------------rr --- I 6' MAX. o II II 12" MIN. DEPTH I I uu � 2"x2" WOOD POSTS. STANDARD OR BETTER 4` TO 8" QUARRY SPACES OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA BE LOCATED ON THE DOWNHILL 1 SIDE OF THE FILTER FABRIC) 1 io FILTER FABRIC MATERIAL 0 I PROVIDE WASHED GRAVEL\ BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES\ OF FILTER FENCE FABRIC ON THE SURFACE T6" MIN. E� BURY BOTTOM OF FILTE MATERIAL IN 6"x8" TRENCH - AND LEAVE 2" EXPOSED 2"x2"x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT SILT FENCE NOTES: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 8 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUN WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 1DO FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. 4j�1:J � •� TEMPORARY "V" DffCH II��ii�.:�:iT�Z�7�6�1:1 �TL�3Ti►��►� iinC�3��C����^. 1. MATERIAL SHALL BE 4-INCH TO 8-INCH QUARRY SPALLS AND MAY BE TOP -DRESSED WITH 1- INCH TO 3-INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDRIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. CATCH BASIN - GRATE SOLID -III OVERFLOW WALLS CIA TERING _- POROUS BOTTOM CATCH BASIN INLET FILTER NOT TO SCALE NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. C�9 9 9-1W,II9I141#iiIT, L1I\11: C,I1ZrA4&1f1\ID7_1il111113 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY NOT TO SCALE TEMPORARY DIKES AND SWALE& 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPIATE TO DRAINAGE AREA SIZE. MULCHING; 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 1 BALE PER 200 S.F. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MUCLCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. / ORANGE MESH PLASTIC � � i.nvcnav�a.o°iO"O a y.vr,o,v vmwvn v n�m.n sz vas v.,m� v�"�.R mmr��rua TREE ROT N FENCE DETAIL 0 Z -e M LU T 0 U) Lq 00 �cn�w W N Q N w Tn 0 C m N L" L C O c 0 Lm Im i j C WIm c C Q000 0) eo O rv3 c m U °r°Y 19 30 ,NO MONUMENT IN CASE W/9"LID I.P. FILLED W/CNC AND W/COPPER TACK O 58 BELOW GRADE (DECEMBER 2019) _ CB SOLID LID RIM-22.12 B.,DI IE E=19. 1821 12' ADS IE BE- .82 REMOVABLE WATER -TIGHT COUPLING ELBOW DETAIL MAX WS EL=f18.0-;7;i LL = -- ORIFICE DIA. = 1/2" EL = ±16.25 ORIFICE DIA. = 1/2" PIPE SUPPORTS: - 3"x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL MAX. 3'-0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8"DIA. SHEAR GATE IE=f11. / 2' MIN l 12" ADS I SW-1 97 ss 7�- G45 PLVE (11.) PRELIMINARY GRADING AND STORM DRAINAGE PLAN FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON CB STD GRATE RIM=21A9 12" ADS IE NE=17.97 CB STD GRATE OS RIM=21.92 12" ADS IE SW=18.04 8" DI IE W=19.97 RIM SOLIDI LID T-1 21 12" ADS IE NE=18.21 12" ADS IE NW=18.16 12 ADS IS 5E=18.29 SDMIT T-2 48" RIM=I M RM- . 12" CARP IE 5=18.22 - _ __ __ __ __ __ __ -0- -c- -EX. DRIVEWAY - - ---°-0-°-0-c-0-c- - --- c-c _ _ _ - _ = FE S_- SN�18.28 - - - - - - - - - - 12" CMP IE NW=18.23 W/RISER TOP OF RISER IE=19.83 ^ i�-' 4, _ TO BE IMPROVED M/H TO CITY STD RS-09 SHEEr C7 )NTERURBAR ENUE SOU �� _ BTM of RISER IE=, 7.2e F17 _ ���-` � �(o�� PROPOSED _ CB cTn ranTF °G�NEW DRIVEWAY -� RIM=22.10 CB STD GRATE T-1 - fPUBL.IC �` _ _ 1 BU ) a �_ PROPOSED _ -ASPHALT- - - - - - - - - - ASPHALT - _ _ PER CRY STD RS-09 SHEEF C7 _ _ _ _ _ e" DI IE SW=19.10 _ _ _ _ _ - 12" ADS IE NW=16.�T T(UG) �(u PAVEMENT PAVEMENF CB SOLID LID r(uc) (uc) esi `UG) T( G) T(UG) RAISED CROSSWALK c) T(UG) T(UG) T(UG) _ . O ____----___ ___ _ _ ..,.� - _ _- _ _ _- - D -_w___ - --_ AR A PARKING _ - _- - _- _ - -________________________ta=ADSJE-SW-1890___---_____________ _ > OS OS ii rv,i " �� or9�si n rF?`n Lil SD SDI n SD°.S°0 D . 5 B " 12"OADS CIE 5=18.92 CIIAL.RYIIIiE • s CB STD GRATE T-1 RIM=21.69 1 " ADS F NE=18.94 EXISTING ASPHALT PAVEMENT CB ITS GRATE W90TOP OF ELB8 8 PVC IE NE=17.93 TM OF TURNDOWN=17.65 FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS HANDLE MUST BE ACCESSIBLE FROM THE SURFACE WITHOUT ENTERING THE VAULT. `12" MIN. 2" PVC 2" SD IE=f 11.5 RESTRICTOR PLATE WITH ORIFICE EL = 27.5 DIA. = 1/2" FLOW RESTRICTOR RISER NOT TO SCALE �PROPOSED� AS - _ PAVEMENT RR� A C PNC RDOF mN om MIN P I I - - I \� r PROPOSED BUILDING FF=21.5 3 C PVC RDOF DRAIN f 1 om MIN - - a. 1', ^ ce'sTD c1.11 RIM=2 TOP ELBOW=19.50 I ` II I BT OF TURNDOWN=18.55 Z EXISTING --___I' ASPHALT PVC IE NE=18.83 I PAVEMENT � � I A/ / I �1To -.�LF 12--CPEP , -BpiNr } I o1 CB;ID GFar� f-.... IM= 066 _ - FLOW CONTROL RISER PER DEfA1L THIS SHEET MAXIMUM WS = 18.00 DI .1DI IE E 18.3s =18.41 .91 I STATIC WS = . 20.80E M 7 I BOTTOM OF WA11LL =50 11.00 _ - ASPHALT PAVEMEM \ 1.31 } - - O / 2 [EXISTING-Z Imo_/ I o1W�-PcW>-w�e1- PROPOSED cns M - - - - Q PVC IIOCF DPM - - - PA EMENT 20.68E M PROPOSED PAVEMENT PROPOSED \ BUILDING /---- / / r FF=21.5 .7<t _ 7 16 LF 12° CPEP I I -----F CPEP - 12 1� ---�- \ \ �-/ 1 ________ -----L5 CBI¢ y y I J \ \ PROPOSED ASPHALJ , , PAVEMEI�I` t 1 y y y I i \ I �\ y J \� FED 1/2" REBAR W/ORANGE CAP EZ (DECEMBER ER 2019) 2019) z gz z a Q O c J w c w O � co _ o D Q O m z z 0 Q m C) w - � w A cz z G - 8 ai J F 0 z I* M w >. co � r o L) O U) w 3:(n-i� W N Q N w v/^^ ,, 0 32 V CASE W/9'LD FND MONUMENT IN CASE W/9"LID " (DAMAGED) I.P. FILLED W/CNC AND W/COPPER TACK DE 0.58' BELOW GRADE ANE OF INTERURBAN AVE (DECEMBER 2019) I \ \ \7_1 ------------ —7 F PRELIMINARY WATER AND SEWER PLAN FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON Ds —`—`—c—c—°—°— —c——`—c—c—`—`—°—c—c—c—o—c—`—`—o _ /� EX SSMH C% V v M/H TEL M/H1��1�TCppp1� ��pp �L t�,11 w`� 11C RIM=22.90 dl\kG�VBBl11�k AdlENUE _ _ _ _ _ _ _ _ _ _ _ -6' CNC IE NW-12.03 _ _ c c _ _--c—c—c—c 6' CNC IE 5E-12.08 � - U - �(u.) c �(vc� -NEW 6' PVC IE 5=12.18 r(oc)— _ - T(»Gi _ _ _ — $ EXISTING WATER -METER WALL TO BE USED _ _ _ _ _ _ _ _ _ E p-/W _ o L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DI. RRE_ 1-12'X6' TAPPING TEE (MJcFL) _ _ _ _ _ _ _ _ _ _ _ _ _ — {PtJBtIC n/ •I) - 1-6' GATE VALVE (FLcMJ) FOR IRRIGATUON T(UG) ( T(UG) (u) T(UG) T(UG) T(UG) H1�RANr T(I-G) —CONCRETE BLOCKING - T(uc) - _wEr TAP EpWjTER MAIN .. 0 z It M W T QQ�o OU)Wti � cn z In W N Q N X (1) 0 3 1 Qs M 0I U 34 CONSTRUCTION NOTES AND DETAILS GENERAL NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBUC WORKS UTILITY INSPECTION AT LEAST 24 HOURS 1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL RAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBUC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING UMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: -PROTECT STOCKPILES AND STEEP CUE AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. -STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. �L,NOTES TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES S IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. PAVERAM RESTORATION 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILUNG OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT : -ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. • ON OTHER STREETS WITHIN 7 CALENDAR DAYS B. FOR WORK PREVENTED DUE TO WEATHER: • PROVIDE A TEMPORARY PATCH. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. I CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON WM IN Ri(3Hf-0E-WAY 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITME OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170A. 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBUC PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DRECTOR'S PREAPPROVAL A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBUC. STORM DRANAOE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTEAND EITHER 'DRAINS TO STREAMS', "DRAINS TO WETLANDS", OR 'DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 4. SINGLE FAMILY RESIDENCES CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5-FOOT 2'X4'STAKE, BURIED 4-FEET AND LABELED STORW OR 'GRAIN". SANRAW SEWEiNOMS 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED. 2. THE CONTRACTOR SHALL MARK THE END OF THE SIDE SEWER, INSIDE THE PROPERTY LINE, WITH A 4 FOOT PRESSURE TREATED 2 X 4, BURIED IN THE GROUND 4 FEET. THE BURIED END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1-FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PANT. 3. INSTALL SANITARY SEWER LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHES BELOW THE BOTTOM OF A WATER LINE. WATO SUPPLY NOIE8 1. THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE LINES, AND METERS. THE CITY OF TUKWILA WILL INSTALL THE METERS. 2. PRESSURE TEST ALL WATER MAINS AND APPURTENANCES. 3. FLUSH AND DISINFECT NEW, CLEANED, OR REPAIRED WATER MAINS AND PROVIDE BACTERIOLOGICAL TESTING RESULTS TO CITY. 4. INSTALL RESTRAINED JOINTS AT ALL BENDS, TEES, AND OTHER DIRECTION CHANGES. 5. ALL WATER MAINS SHALL HAVE A BLOW -OFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 6. INSTALL FIRE HYDRANT ASSEMBLY SO IT STANDS PLUMB AND SO THAT THE LOWEST OUTLET IS AT 18^ABOVE THE FINISHED GRADE. THE ASSEMBLY SHALL HAVE A CLEAR ZONE AROUND HYDRANT OF AT LEAST 36"AND THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 7. THE INSTALLER OF A FIRE LINE BACKFLOW PREVENTION DEVICE INSTALLED OUTSIDE THE BUILDING AND UNDERGROUND, SHALL HAVE A LEVEL III CERTIFICATE OF COMPETENCY OR A LEVEL U CONTRACTOR'S CERTIFICATE OF COMPETENCY. IF THE INSTALLER IS DIFFERENT FROM THE BACKFLOW PREVENTION DESIGNER, THE INSTALLER MUST STAMP, SIGN, AND DATE THE PLANS, IN ADDITION TO THE DESIGNER'S STAMP, SIGNATURE, AND DATE. 8. INSTALL WATER MAINS CROSSING SEWER LINES SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. LOCATE FULL SECTION OF WATER PIPE SO THAT ITS MIDPOINT IS ABOVE THE SEWER PIPE AT THE CROSSING. THIS INSTALLATION MAY REQUIRE SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPE. 9. INSTALL WATER SUPPLY LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED SEWER AND AT LEAST 18 INCHES ABOVE THE TOP OF A SEWER. is</\ V1a \ I E m. �N1 rvPIG�IED " A `s 5%A a ve causxEnaocx # i�iaHi"se Px _j �10,� SECTION A -A CURB DETAIL NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC. 2. DRIVEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAYBE APPLIED BY THE CITY ENGINEER. 4, CONCRETE SHALL BE CLASS 4000- 5. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. 6. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6' THICK. 7. WHERE DRIVEWAY WIDTHS EXCEED 15', A3/8" X 5-112" EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAPASDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 9. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB. EXISTS. 10. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. COMMERCIAL. DRIVEWAYmTO City Of RS-08 Tukwila x g°x w: D8.03 -r+Ens - D4.08 BOB GIBERSON, CITY ENGINEER SIDEWALK WIDTHS '�xe xwi w.e cnoino A oaF iOwvs Evears wi°E Exo�.:xixx uanxD° 1-T PLAN VIEW taus«e°aecx� � moExsre^oE�sclaE�axrs 1e SECTION q-p cx wwius V NT j NOTES: ELEVATION laa 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER 2" OF 5/8' MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWA/WSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. 'SEE TMC 9.48.040 m SIDEWALK City Of sx�T: RS-11 Tukwila xevim°xw: 08.03 ue.rsevlxi 04.08 BOB GIBERSON, CITY ENGINEER MINOR PRINICIPAL TUKWILA ARTERIAL' ARTERIAL' URBAN CENTER (SEE NOTE 1) 5` 8' 6' NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE T' 13". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991)& ASTM C 89U UNLESS OTHERWISE V SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. -aa sux«°oP 3. REBAR WELDED WIRE FABRIC HAVING A 6" RISER SECTION MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC' SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAYBE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUT$. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES - WITH MAXIMUM DIAMETER OF 20". ns azwxwes KNOCKOUTS MAY BE EITHER ROUND OR 0' 12" RISER SECTION SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER - SECTION SHALL NOT EXCEED V2" PER FOOT. c°axEa 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD 1 SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL 51°« SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE '`� T'r \�i NON-ROCKINGFIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. m eaa eacx wnv 10. VANED GRATE, REFER TO DS-D6. PRECAST BASE SECTION IMEA513xENENTATTOP OFTHESASE) 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. �W r L;AI L;FT HAWN City of TYPE 1 ✓ J os-01 P Tukwila 96.D3 B. SHELTON F 0 Z It M W T ONLq ���� z In W N Q N w � I l J w 0 V C H L 7 c 7 JC C C Lu C N N M N fr Q do Y U 0Y M - C Q t 'A 01 m O N m u °r Y't19 c) 36 RINEROUB COVERNT9ECTIgN COVER 2,-DIaM TER" �EPERNR �GB E.NzMAxl. I TIN PucE i PREC I i I G FFILLET ,:� 6.OI� _ so E�ic oRF (vaRlEsl ___ evsr ease wn'x HrEc GRAI—CACRF LL FGEFT, F- NG. LACTIN PULE PaPATE ueilN 'SEPPNATE PRECgSTMTEG GEPTH. FORPRECACT N-RING a u�ISTEEL,FGR=EPARA,EeaGEGNL1, G IN1 lxu o111011.11ORewe: D.L�e55G INIFT IN EnG, DIRECTION FOR B V NOTES: 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3"MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN 'W IS 4' OR LESS. REFER TO DS-1 DC AND DS-11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 3W FOR 48' CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS-06 FOR VANED GRATE AND CATCH BASIN MARKINGS, 4 r CATCH BASIN Nm �tp City O7 TYPE 2 (48"154'760") � ✓ J DS-02 m .4. Tukwila aou 08,03 LneT REOE;IoN! 04.08 APPI W BOB GIBERSON, CITY ENGINEER CONSTRUCTION NOTES AND DETAILS FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON AL El FIN GTOBERECESCED1- llmu QI B 7 ✓ Vie. D"aL"OTw TOP VIEW SLOT DETAIL VANE DETAIL LOCKING LID EE.sEt—o _F_it�a IL SECTION B"B SECTION CC SECTION A -A NOTES: M�N1All—E.. xnosawO 1. WELDING IS NOT PERMITTED, 2. DIMENSIONSSHALL HAVE A±1(16'TOLERANCE. s 3. EDGES SHALL HAVE 118" RADIUS AND I W CHAMFER OR COMPLETE DEBURRING. D�xOguMPLNmG Tos 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. CATCH BASIN MARKING LETTERING TO BE RECESSED 1I18'. 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATGH BASIN MARIONG TO BE IN5TALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS', ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER Aft 8. LOCKING UD REQUIRED. a4 `� CityO` I.AIun OAalm 41NLGI / VANED GRATE +. ✓ DS-" m Tukwila B6.B3 usTREvtsl 64.D6 BOB GIBERSON, CITY ENGINEER 3W' OR 1" PARTS LIST: 1-1"COUPLINGS MUELLER 110 X ANGLE STOP -BALL 1 -1" OR 314" CORP STOP -BALL 1_ TAILPIECE WITH FEMALE IRON PIPE THREAD NOTES: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 50 MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. cs ae� Mt It: �s City of 3/4" OR 1" WS-01 Tukwila ION OB.B3 w'RweLH B, SHELTON —�r� aaELEGLG. ono o� o PLAN VIEW II T u ELEVATION CAST IRON RING AND COVER ataae SANITARY SIUE SEWER City Or` CLEANS ur .L ✓ ✓ SS-0 P �~ Tukwila 08-03 B.SHELTON 0) z J W Q 2 IL Q J Lu z W Qco p r O 0 z O z z a D c, ly O — F V z It M WN (7) p a o O in La oto- 3:NHTa W N Q N LLI co W of N V C c L N W L W "C 3 t to C 7 C W C N VI C < Do tNV 7 -p O)N M cQ�' 'A C Ln.;� N O cv M IN co 0 3 w A A �A A � PMN rtnu�,[ A CAPPED CROSS 9W BEND TEE WIPLUG TEE W/O PLUG THRUST BLOCKING SIZE ®®®®® ao©ao amm ®© �0®00 ®�®00 �®0®0 �m0®® ®®0®0 ��00© C PiP C n � A A D 4� 45°BEND 22.112'BEND M EARINGAREAOFCONCRETETHRUS BLOCKMSEDONM E PSI RI PRESSURE AND SAFE SOIL BEANG 00 LOAD OF 1E POUNDS PER SQUARE FOOT 2. A—ST BEARINGAREA FOR OTHER PIPE 62ES, PRESSURES ANcoNCRCETENUiF— MINIMUM AREA OF 114 SQUARE FOOT BEARII.NG AGNNST THEE A 4� CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CDNTINUOUSLY WRHSTAND OPERATION PRESSURE UNDER ALL axomoxs'oPSERVICE. 11-114° BEND H GNTOFTHRusr xLacKMusT eE EGUALTO ORLEss THAN 1l2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE S. USE GALVANiCLA ORASPHALT-CRATED SHEEL, THREADED CIA RODS AND PIPE MPS. � REFER To cHAPTERTOF THESE STANDARDS. „ BLOCKING HORIZONTALNm City Of CONCRETE WS-12A 1 OF 2 �~ Tukwila 08.03 B.SHELTON CONSTRUCTION NOTES AND DETAILS FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON TOPOFTRENCH 1.3 X'DEPTH'(MAX. WIDTH) PAYEMENTPATCHING (SEE R&U3) uALrti ILL MIN. 3SMAX.6 ir IN. BEDDING — PIPE OU R DIA. 0 DIA. k.24'(MPX. 1W0 ) 4" i N: BOTTOM OF TRENCH NOTE: 1.. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90%MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS-03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. TRENCH Nm C717J Of BEDDING AND BACKFILL -✓✓ WS-18 m Tukwila 08.03 LAST REVISIox: 04.08 BOB GIBER$ON, CITY ENGINEER TYPICAL PATCH FOR RIGID PAVEMENT l= FPw�N DB N BH �S ___ 1HERMI Ay _ _ /l TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1. ALL WORK TO CONFORM TO THE CURREM WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY. OR AS DIRECTED BY CITY ENGINEER. �4I -AVCMCNI KCSIUKAIIUN City Of RS-03 $` Tukwila I B B.. SHELTON 9" 6" MIN 1" ASPHALT EXTRUDED CONCRETE CURB DETAIL co z J W Q 2 EL Q J Ld z W Q p co O 0 z U) z z Q it co ly z F- O z s �U 0 z It M WN 00 � � 0 L) O co W 010- N H � WN Q N W co W of N V m ul Know what's below. Call before you dig. Dial 811 POWER VAUL�E 237 SQ FT PARKING LOT, LANDSCAPING PROVIDED (BACK OF BLDG) a� PROPERTY BOUNDARY STRUCTURAL SOIL CELLS, TYPICAL. SEE ADDITIONAL INFORMATION THIS SET 523 SQ FT PARKING LOT LANDSCAPING PROVIDED (BACK OF BLDG) LANDSCAPE and IRRIGATION SET FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON 10' WIDTH TYPE I LANDSCAPE - PROPERTY BOUNDARY 10' WIDTH TYPE III LANDSCAPE EXISTING WETLAND AND WETLAND PROPERTY BOUNDARY BUFFER REQUIRED BUFFER Z F w 0- w Q � a i LU 1"=20' z o c Q 0 10 20 40 Q F Oco u- w PARKING LOT LANDSCAPING z 20 SQ FT OF LANDSCAPING REQUIRED FOR PARKING J STALLS ADJACENT TO STREET $ w w i1 � a - 42 PARKING STALLS PROPOSED ADJACENT TO STREET i1 U I 20 x 42 = 840 SQ FT LANDSCAPING REQUIRED C/) L F 1,397 SQ FT PROVIDED Q 15 SQ FT OF LANDSCAPING REQUIRED FOR PARKING 8 ai J STALLS AT THE BACK OF THE BUILDING r PARKING STALLS PROPOSED AT BACK OF BUILDING 15 x 17 = 255 SQ FT LANDSCAPING REQUIRED 642 SQ FT PROVIDED V Z It 114 SQ FT PARKING LOT LANDSCAPING F- PROVIDED (ADJACENT TO STREET) W U) rn � 282 SQ FT PARKING LOT LANDSCAPING = U Q 00 PROVIDED (ADJACENT TO STREET) 10' WIDTH TYPE III LANDSCAPE BUFFER REQUIRED Z U) � p N N 114 SQ FT PARKING LOT LANDSCAPING W 00 W PROVIDED (ADJACENT TO STREET) x U) C9 165 SQ FT PARKING LOT LANDSCAPING PROVIDED (ADJACENT TO STREET) 142 SQ FT PARKING LOT LANDSCAPING c PROVIDED (ADJACENT TO STREET) LL EXISTING WETLAND AND WETLAND BUFFER PROPERTY BOUNDARY x C r C D r C w C N U, cN M a' 00 7 N 0 N Q l0 of C m O N N m U °r Y 19 M W) 4 J 42 ul Know what's below. Call before you dig. Dial 811 LANDSCAPE BED >12' WIDTH. NO STRUCTURAL SOIL CELLS PROVIDED. 'SMALL' TREES ARE PROPOSED AND WILL HAVE ADEQUATE SOIL VOLUME WITHOUT STRUCTURAL SOIL CELLSr`TE I M/H MEDIUM -LARGE TREE PROPOSED. PER PER 18.52.070, A--� MINIMUM OF 750 CUBIC FEET OF SOIL CELL VOLUME IS REQUIRED. LANDSCAPE BED PROVIDES 711 CUBIC FEET OF SOIL VOLUME. 750 - 711 = 39 CUBIC FEET OF ADDITIONAL SOIL VOLUME REQUIRED MEDIUM -LARGE TREE PROPOSED. LANDSCAPE BED PROVIDES 619 CUBIC FEET OF SOIL VOLUME. 750 - 619 = 131 CUBIC FEET OF ADDITIONAL SOIL VOLUME REQUIRED MEDIUM -LARGE TREE PROPOSED. LANDSCAPE BED PROVIDES 405 CUBIC FEET OF SOIL VOLUME. 750 - 405 = 345 CUBIC FEET OF ADDITIONAL SOIL VOLUME REQUIRED LANDSCAPE and IRRICATON SET FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON • MEDIUM -LARGE TREE PROPOSED. MEDIUM -LARGE TREE PROPOSED. LANDSCAPE BED PROVIDES 414 CUBIC FEET OF SOIL VOLUME. LANDSCAPE BED PROVIDES 846 CUBIC FEET OF 750 - 414 = 336 CUBIC FEET OF ADDITIONAL SOIL VOLUME SOIL VOLUME. NO ADDITIONAL SOIL VOLUME REQUIRED REQUIRED WATER wl — N .Ns) — TNc) — Nc) — *Na) — r(w1N TNcI — r(�c) — T(.) — TNc) — *Nc) — *Nc) *Nc) — Wc) ttM41T'� T(�c) — TNc)--t(o)—=. uc) — rNc) JBOXE, 5 17 Wf t ) - -—=o o——=P—=o—=o—=o—�—�— —=o o—=—= — —/T1—=o——=o—=�;—�——=o a'►`�i!' " _ .�i14'Y%ii "i�Wdi ri/ry' -A�l' .dry:E�iJi�tiWf. �...rJ.iiJ'.�9iYJi� '�i� �..0 h'iiivae'u ®�::.r'f"": i:'.�,a. " �/��CT _..._+" v .l". �G �II�D�Q�r �:7 r� .A,-���@ice _Q'oitrr_�iI/.ZVI f�:� 7r Y r-- ��%/ �`A�fl/%I/I t �'//tJ+� poi ■■ h� '_ ■■_ �� Ili ii'�1n _ ! o / 7 i' i 1" _ •N� �-,J•�ip� �N Ire __ ��r �CJ17• li�('�w HE �.�.EN - u97 P WARE 2—STORY OF710E BUILDING �l M 1_ � � �4Y1� ��_, .1c-i",MOVIE M01T i:\- I' �I BUF FIR EX WETILAND sr� _ BOUNDARY F HD LAPIDATED) wiiicur- .) FND 1 2" REBAR / W/ORANGE CAP (OE OF SLOPE KITZ 16915-1" / (DECEMBER 2019) 2"-3" DEPTH WOOD CHIP MULCH SPLIT RAIL FENCE. SEE DETAIL THIS AROUND BASE OF EXISTING TREES SET. INSTALL SENSITIVE AREA PROPOSED TO BE RETAINED SIGNAGE PER CITY REQUIREMENTS EXISTING STREET TREE TO BE RETAINED, TYPICAL. DASHED LINE IS SURVEYED DRIPLINE MEDIUM -LARGE TREE PROPOSED. LANDSCAPE BED PROVIDES 225 CUBIC FEET OF SOIL VOLUME. 750 - 225 = 525 CUBIC FEET OF ADDITIONAL SOIL VOLUME REQUIRED SPLIT RAIL FENCE. SEE DETAIL THIS SET. INSTALL SENSITIVE AREA SIGNAGE PER CITY REQUIREMENTS 0 LL x 0 Z M W >. 0) � Q L OU)Wti z In CD W N Q N C9 ul Know what's below. Call before you dig. Dial 811 LANDSCAPE and IRRIGATION SET FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON PLANT SCHEDULE LARGE TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE • FRAXINUS PENNSYLVANICA'PATMORE' / PATMORE ASH B & B 2" DBH LOW NATIVE DECIDUOUS PICEA SITCHENSIS / SITKA SPRUCE B&B, 7' MIN. HT. LOW NATIVE • ZELKOVA SERRATA'GREEN VASE' / GREEN VASE SAWLEAF ZELKOVA B & B 2" DBH LOW EXOTIC DECIDUOUS MEDIUM TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE • ACER RUBRUM'BOWHALL' / BOWHALL MAPLE B & B 2" DBH DECIDUOUS • PRUNUS CERASIFERA'KRAUTER VESUVIUS' / PURPLE LEAF PLUM B & B 2" DBH LOW EXOTIC DECIDUOUS SMALL TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE (3 MAGNOLIA X'GALAXY' / GALAXY MAGNOLIA B & B 2" DBH LOW HYBRID DECIDUOUS 0 PARROTIA PERSICA / PERSIAN PARROTIA B & B 2" DBH LOW EXOTIC SHRUBS BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE Cx CISTUS X HYBRIDUS / WHITE ROCKROSE 18" HT MIN LOW HYBRID EVERGREEN © CORNUS SERICEA'KELSEYI' / KELSEYI DOGWOOD 18" HT MIN MEDIUM NATIVE DECIDUOUS 0 LAVANDULA ANGUSTIFOLIA'HIDCOTE' / HIDCOTE LAVENDER 18" HT MIN LOW EXOTIC EVERGREEN ® MAHONIA AQUIFOLIUM / OREGON GRAPE 18" HT MIN LOW NATIVE ® NANDINA DOMESTICA'MOON BAY' TM / HEAVENLY BAMBOO 18" HT MIN LOW EXOTIC EVERGREEN ® PHILADELPHUS LEWISII / WILD MOCKORANGE 18" HT MIN S POLYSTICHUM MUNITUM / WESTERN SWORD FERN 18" HT MIN LOW NATIVE EVERGREEN RS RIBES SANGUINEUM / RED FLOWERING CURRANT 18" HT MIN LOW NATIVE DECIDUOUS ® ROSA GYMNOCARPA / DWARF ROSE 18" HT MIN 0° VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 18" HT MIN LOW NATIVE EVERGREEN O VIBURNUM DAVIDII / DAVID VIBURNUM 18" HT MIN LOW EXOTIC EVERGREEN GROUND COVERS BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE ERICA CARNEA'SPRINGWOOD PINK' / PINK SPRING HEATH #1 LOW ADAPTIVE ® MAHONIA REPENS / CREEPING MAHONIA #1 LOW NATIVE EVERGREEN QTY REMARKS 5 NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET. 7 FULL AND MATCHIGN, UN -CUT LEADER, NUSERY GROWN 3 NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET. QTY REMARKS 9 NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET. DIAMETER AT BREAST HEIGHT SHALL BE MEASURED 4.5 FT ABOVE GRADE. 1 NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET. QTY REMARKS 5 4 NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET. SPACING QTY REMARKS 60" o.c. 21 48" o.c. 32 36" o.c. 19 54" o.c. 14 36" o.c. 60 48" o.c. 4 48" o.c. 68 72" o.c. 15 42" o.c. 11 54" o.c. 11 48" o.c. 27 SPACING QTY REMARKS 18" o.c. 109 FULL AND BUSHY 18" O.C. 2,146 FULL AND BUSHY SCALE: TYPICAL TREE PLANTING ISLAND IN A N.T.S PARKING LOT WITH CU—STRUCTURAL SOIL® DRAWN BY. BRD VARIES, 8' MIN 3" THICK BARK MULCH. NO SHREDDED BARK OR WOOD CHIPS TO LAY AGAINST TRUNK. SOIL MIX UNDER ROOTBALL SETTLED WITH WATER OR GENTLY TAMPED BEFORE TREE IS PLACED CURB PLANTING SOIL MIX AS SPECIFIED 4 VARIES I POROUS ASPHALT DESIRABLE BASE COARSE (6" TYPICAL) VARIES---- PRIZE 3644j. CU—STRUCTURAL SOIL® PREPARED SUBGRADE DRAINAGE PIPE TO STORM SYSTEM A TYPICAL 36' x 8' PARKING LOT ISLAND WITH 3' DEPTH OF SANDY LOAM SOIL CAN SUPPORT: WITH NO CU—STRUCTURAL SOIL® • 2 SMALL TREES (<30' TALL AT MATURITY) WITH 150 CU FT CU—STRUCTURAL SOIL® (EX. 36' x 4.25' x 31 • 1 LARGE TREE (30'-50' TALL AT MATURITY) WITH 1215 CU FT CU—STRUCTURAL SOIL® (EX. 36' x 12' x 3') • 1 VERY LARGE TREE (>50' TALL AT MATURITY) SMALL TREES LARGE TREE VERY LARGE TREE I CU—STRUCTURAL SOIL® LU a C Q L) LU fn J 0 D z o v O LL C z_ z � J e - :i a c c 16 a n Gi F 0 z It M 00 C14 LU U)0) 0 Q o O U) L ti LU (14Q C14 LU 00 W x U) O LL • f <I 0 o x C Iq y � N t 7 CD t C 1i C LU C N U, c4> M a' 00 7 N 0 N CO — C Q l0 C i3 m O N C m U °r Y 19 m ul Know what's below. Call before you dig. Dial 811 LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EOUPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERRCER, STAKING, MULCH, CLEAN -LP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGABLE N THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATKR8 WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IFRIGATKKR SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER REPAIR OF EXISTING PLANTINGS DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHP)G FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. IRRIGATION SYSTEM: LANDSCAPE CONTRACTOR TO VERIFY AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK ON THE PROPOSED IRRIGATION SYSTEM. PROVIDE WRITTEN RESULTS OF WATER PRESSURE TO LANDSCAPE ARCHITECT REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 60-DAY MAINTENANCE - CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS SUBMIT FIVE (5) COPES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) OUART SIZE OF TOPSOIL AND MULCH, E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: FLANT MATERIALS PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERCAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. 'B + IT INDICATES BALLED AND BURLAPPED'00NI INDICATES CONTAINER BR` INDICATES BARE ROOT:'GAU INDICATES GALLON. A) SPECFED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) OUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLD AND FIRMLY HELD TOGETHER SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED: HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS LACK SYMMETRY, HAVE MULTIPLE LEADERS OR CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO OUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REWIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDOOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. P PLANING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL INSHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. P:vh w 0N4e.rcau mUwreert. epkr..am, lenekigee4lrte�Nerte�IS y'oNN[eG None . No CnepterFleece �wtl me W or Nrnfie M xoarsl-aeou Iarmorelmomeauon. CRITICAL AREA SIGNAGE LANDSCAPE and IRRIGATION SET FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON SOIL PREPARATION TOPSOIL, AMENDMENT, AND BACKFLL, ARE GENERAL REOUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR RBDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTLTY AND AGRICULTURAL SUITABILITY ANALYSIS AFTER ROUE( GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECT® BY THE LANDSCAPE ARCHITECT, TO A SOIL TESTING LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HEREIN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WNTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 113 BY VOLUME COARSE WASHED SAND OR EGUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN 'C'. C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,OD0 SOUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NTROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 4D-POUNDS DOLOMITE LIMESTONE 6. 5-OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. D) PLANTING BACKFLL FOR ALL TREES, SHRUBS, AND GAOUNDCOVERS: t 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2.0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NM30FORM (38-0-0) 4 I -POUNDS AMMONIUM IUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION t VERIFY SUBGRADES TO-71NCHES IN LANDSCAPE AREAS AND-181241NCHE3 IN PARKING LOT ISLANDS BELOW FLASH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER SCARIFY AREAS INACCESSIBLE TO MECHANIZED ECUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS 4. REMOVE SOL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GiHADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL- 5 REMOVE ANY ASPHALT EXTENDING BEYOND 6 NICHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. T7 TOPSOIL PLACEMENT: 1. PROM DE A TOTAL FINISH COURSE OF 41NCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 181 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTLL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 21NCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 NCHE3 N PARKING LOT ELANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REOURED TO MEET FINISH ELEVATIONS. ORGANIC MUCH ROPDIRESSING: ONE -HALF -INCH (1/2) SIZE, TO ONE-OUARTER (1/41, HEMLOCKIFIR BARK. FIVE TEXTURED AND DARK BROWN IN COLOR STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES OR, 3/8' DIAMETER RUBBER. NO WIRE LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER NSTALLATION. ANTI -DESICCANT 'WILT -PROOF; 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEM BER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (EG, PAINT, SEALANTS, SOLVENTS, OILS, CREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANINGN BED AREAS AND 1-CH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS FINISH GRADE REFER TO GRADES PRIOR TO NSTALLATION OF MULCH OR LAWN ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINQ3 AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SH11 UBS: ARRANGE TREES AND SHRUBS ON SITE N PROPOSED LOCATIONS PER DRAWINGS EXCAVATE PT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PT SPOILS. SETTLE BACKFLL USING WATER ONLY. NO MECHANICAL COMPACTION. GOUNDOOVERS: EXCAVATE PITS TO A MI MUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-NCH DEPTH. UTILITY CLEARANCES FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS N AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. T 2) SPLIT CEDAR RAILS TOE -NAILED TO POST (16d) — 0 6' MIN. SPLIT CEDAR POSTS - PRE -BORED TO RECEIVE RAILS - PRE -TREAT 3' FOR GROUND -i CONTACT. - DIRECT BURY POST. CLEAN MINERAL =� SOIL BACKFILL COMPACTED TO 95%. I FINAL GRADE —III—I II LJ NOTES: 1. RAIL FENCE TO ALIGN WITH LAND GRADIENT 2. TREAT WITH CLEAR PRESERVATIVE UPON COMPLETION OF ERECTION 3. ALL FASTENERS TO BE GALV. STEEL SPLIT -RAIL FENCE DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE N VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USNG WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES +CONTAINERS, REGARDLESS OF MATERIAL PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING MAINTAIN 4- RADIUS MULCH -FREE RING AROUND BASE OF TREE — WHEN INSTALLED IN LANDSCAPE BEDS LAWN PLANTING PROVIDE 3' H'NO GRASS' TREE RING AND T DEEP MULCH LAYER IN WELL FLASH GRADE PREPARE PLANTING BED PER SFEC'S AT MIN, LCOSEI AND MIX SOL TO 1Y OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TES, AND CONTAINERS — SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED M UNDER BALL DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE MAX TOP OF CURB TOP OF MULCH MULCH AT CURB DETAIL NOT TO SCALE SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT J_ W Q a � Q w U � U) in C Z (a J W W 0 LLO Q Z Z LU � Q W cn a Z Z Q J MAMAIN 4' RADIUS MULCH -FREE RING AROUND BASE OF SHRUB u S d FOLD MULCH FROM STEM _ MULCH LAYER �I F 4' SAUCER FOR WATERING BACKFLL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL REMOVE TOP 1/3 OF BURLAP ON B+B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTS LL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP Y OF PLANTING MIX PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF FT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE LAYER 1CTED DEPTH) T MULCH AT CROWN 1/2' ABOVE GRADE T ABOVE GRADE — NOTE:.h— REMOVE CONTAINER + WORK ROOTS 1ti. FREE OF SOIL BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANT ED BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE OVERALL TOPSOIL DEPTH OF 3 FEET (24' DEPTH TOPSOIL + 12 SUBGRADE) BERM HEIGHT 6' MIN. SOIL LINE 3' N MULCH, T N LAWN SUBGRADE REMOVE EXCESS GRAVEL 0 AND PAVING COARSE TRANSITION FROM TOP80L TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE PARKING LOT PLANTER DETAIL NOT TO SCALE SETTLED :TED CONDITION) -1-1/2DRAIN AT LOW POINTS+ 1P SPADING MAXIMUM + —r PAVING (SEE CIVIL PLANS) MAX LP 0 Z It M W >. 0 Q0 CD O U) W ti W N Q N W 00 Lu x U) 0 O LL x _ > B m ul Know what's below. Call before you dig. Dial 811 IRRIGATION POC LANDSCAPE and IRRIGATION SET FOR GREENWOOD HEATING PTN OF THE SE 1/4, OF THE SW 1/4 OF SEC. 14, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON IRRIGATION SCHEDULE DESCRIPTION d i= w a Q U Z m Q � J Z a J Z 0 a LL o Q z 0_ J � W a DRIP IRRIGATION: NETAFIM LANDSCAPE DRIPLINE COMPONENTS WITH NETAFIM TWIST LOCK FITTINGS AND ADAPTORS NCZ-IS 1 INCH NETAFIM CONTROL ZONE KIT WITH SCREEN FILTER, 50 PSI TLCV4 18025 DRIP TUBING TLSB TUBING STAPLES, 3' ON -CENTER SYMBOL NOZZLE PSI GPM RADIUS SPRINKLER HEADS: Z HUNTER MP ROTATOR WITH PRO -SPRAY PRS-40 POP-UP BODY AND CV DRAIN CHECK VALVE, 4" POP -UPS FOR ALL LAWN ARE It HUNTER-1000 8-15 F, TH. TT, H. 0 SERIES 40 0.84, 0.63. 0.49, 0.42. 0.21 8' ~ ~ Q W 00 N < HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32. 0.16 10' LLI >. 0 Q Q o HUNTER-1000 8-15 F, TH, TT, H. Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 12' � HUNTER-2000 13-21 F, TO, TT, H, 0 SERIES 40 1.48, 1.10, 0.86, 0.77. 0.43 15' Q (n LLI ti HUNTER ES515, SS530 SERIES 40 1.41, 0.65 5'a30' H r 5'z15' Z L i- LU CD ' N Q W 00 W HUNTER-3000 13-21 F, TO, TT, H, 0 SERIES 40 3.64, 2.73. 2.12, 1.82, 0.86 30' DESCRIPTION C9 ® DRIP IRRIGATION: 1 INCH NETAFIM CONTROL ZONE KIT WITH SCREEN FILTER, 50 PSI. ONE VALVE PER BOX SPRAY IRRIGATION: HUNTER ICV 101/151G REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX — `o ILLHUNTER MINI-CLIK WIRED RAIN SENSOR of; WA3y/ O HUNTER XC-HYBRID BATTERY -OPERATED IRRIGATION CONTROLLER, PROVIDE BATTERIES PER MFR. �0�® SPECS. P.O.C. �M WILKINS 950 XLT- 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED ° O BACKFLOW TESTER ea WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID meP® 4b.ns0� q�+� �ND3CAP�P H PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX Q HUNTER HO-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS - - - MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - CLASS 200; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM & o COVER IN LANDSCAPE AREAS, 6" SIZE. WHERE ONLY A SINGLE LATERAL IRRIGATION LINE RUNS THROUGH ` ` 9 THE SLEEVE, 4" DIAMETER CLASS 200 PIPE IS ALLOWED. ALL SLEEVES THAT ARE TO BE LOCATED o 0 UNDERNEATH ROADS SHALL BE 6" DIAMETER. — — IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE C s - - - - - EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE t} FEASIBLE. yj SCH 40 PIPE SIZING CHART a PIPE SIZE 3 4" 1 1" 11 1/4" 11 1 2" 1 2" 2 1 2" °� V) FLOW C (D 1i GPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) C l!J c N U, cN M a' 000 7 N 0 N f0 — C Q l0 C i3 f0 0 N C m U °r Y 13 M W) E W J 50 --------------------------------------------------------- 0.7 1.0 1.2 1.6 2.1 2.4 2.6 2.7 2.7 2.5 2.3 1.8 1.4 1.1 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.1 0.0 0.0 0.0 0.0 010 0.9 1.1 1.5 1.9 2.4 2.9 3.3 3.4 3.4 3.1 2.7 2.1 1.7 1.3 1.0 0.8 0.6 0.6 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.10W.4R . .64NU9. $00H, 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.1 0.0 0.0 0.0 0.0 OIO 1.0 1.3 1.7 2.2 2.7 3.3 3.8 4.1 4.0 3.5 3.0 2.5 2.1 1.6 1.3 1.0 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.8 0.8 0.6 0.2 0.0 0.0 0.0 0.0 010 11.0 1.4 1.9 2.5 3.0 3.5 3.9 4.1 3.8 3.4 3.0 .5 2.0 1.5 1.2 0.9 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.2 .2 0.2 0.2 0.3 0.6 0.9 1.1 1.3 1.3 1.2 0.9 0.3 0.0 0.0 0.0 0.0 OIO 1.0 1.4 1.9 2. 3.8 3.6 3.5 3.2 0.8 0.6 0.4 0.3 1. 0.9 1.21.6 '2.0 2 1.0.7 0.9 1.2 '1.5 1 0.6 0.8 1.0 1.3 1 0.6 0.7 1.0 1.3 1 0.5 0.6 0.8 1.2 1 0.4 0.6 0.8 1.1 1 0.3 0.5 0.7 1.0 1 0.3 0.4 0.6 0.8 1 1.0.2 0.3 0.4 0.6 0 0.2 0.2 0.3 0.4 0 0.1 0.2 0.2 0.3 0 0.1 0.1 0.1 0.2 0 0.1 0.1 0.1 0.1 0 0.1 0.1 0.1 0.1 0 1. 0.0 0.1 '0.1 0.1 0 1.0.0 0.0 0.1 0.1 0 0.1 '0.1 '0.1 0.1 0 0.1 0.1 0.1 0.1 0 I0.1 0.1 0.1 0.2 0 0.1 0.1 0.1 0.2 0 1. 0.1 0.1 0.2 0.2 0 1. 0.1 0.2 0.3 0.5 0 1.0.1 0.2 0.3 0.6 0 0.1 0.2 0.4 0.7 1 0.2 0.3 0.5 0.7 1 0.2 0.3 0.4 0.7 1 0.2 0.3 0.4 0.6 0 1. 0.2 0.2 0.3 0.5 0 1. 0.2 '0.2 '0.3 '0.4 '0 1.0.1 '0.2 '0.2 '0.3 '0 [0.1 '0.1 '0.2 '0.2 0 0.1 0.1 0.1 0.1 0 0.0 0.1 0.1 0.1 0 0.0 0.0 0.0 0.0 0 1. 0.0 0.0 0.0 0.0 0 4 2.7 2.9 3. 8 3.2 3.2 3.2 3.3 3.4 2.3 2.4 1.7 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.5 0.7 1.1 1.5 1.8 1.5 1.1 0.7 0.5 0.3 0.3 .Al 0.3 0 3 0.3 0.3 0.4 0.7 1.0 1.5 1.5 1A 1.6 1.1 0.7 0.5 0.3 0.3 0.3 0.5 0.9 1.5 2.1 2.4 2.5 2.3 1.8 0.9 7 .2 � Al B 2.7 2.7 4.3 5.2 6.5 8.0 9.5 9.9 8.9 7. 5.5 .3 3. 2.7 .1 1. 1.6 1.7 2. 2.8 3.7 5. 6.6 .3 9.1 8.4 6. 5.3 4.1 3. 3.0 �7 3.0 3.4 4 0 5.1 6.6 8 9.1 8.5 6.8 5.1 3.7 2.7 2.0 1. 1.4 1.7 2. 3.1 3.8 4. 4.7 1.3 0. 7 .2 o o 2.9 3.4 5.2 6.5 7.7 9.0 10.3 10.9 10.0 8. 7.2 .4 5. 4.0 .22. 2.5 .6 3. 4.2 5.5 6. 8.0 .5 10.2 9.7 8.7.3 6.45. (y, 3 (C 5.4 6 47.18.29 10. 9.6 8.1 6.7 5.5 4.2 2.9 2. 1.9 2.12.3.4 4.25. 5.6 L 1.9 0.7 .2 2.93.65.26.27.07.79.1 88 8. 7.6 .0 5. 4.7 .9 3. 3.1 .1 3. 4.7 5.5 6. 7.1 .18.7 8.57.7.4 7.06.5.9 65 5.8 6.5 6 97.27.788.37.3 6.35.53.422.3 2.32.3.7 4.55.6.5 0 2.61. 6 .2 0 2.8 3.5 4.7 5.4 6.0 6.5 6.9 7.3 7.5 7.5 7.2 6.7 5.9 5.3 4.5 4.0 3.6 3.6 4.0 4.7 5.2 5.8 6.3 6.9 7.3 7.7 7.8 7.7 7.6 7.3 6.5 A-3�3 6.4 6.9 7.1 7.3 7.3 7.2 7.5 7.1 6.3 5.7 5.1 4.4 3.5 2.7 2.4 2.4 2.8 4.0 4.8 5.7 7.5 8.2 3.7 1. 4 .9 2.6 3.2 4.2 4.7 5.2 5.9 6.5 6.9 7.4 7.5 7.1 6.5 6.1 5.5 5.3 4.7 4.4 4.4 4.8 5.2 5.6 6.0 6.7 7.3 7.5 8.0 8.3 8.3 8.2 7.4 7.0 9 6.9 7.0 7.2 7.4 7.3 6.9 7.3 6.9 6.2 5.3 4.6 4.0 3.3 2.6 2.3 2.3 2.8 4.2 4.9 6.1 8.5 9.4 4.6 2. 62. 1 .6 2.1 2.8 3.5 4.0 4.2 4.9 5.6 6.4 7.7 8.6 8.1 6.8 5.8 5.7 6.0 5.7 5.5 5.6 6.0 6.4 6.6 6.9 7.4 7.8 8.0 8.1 9.3 9.7 8.7 8.2 7.4 r7t�4 7.3 7.5 7.9 8.0 7.6 6.0 6.9 6.5 5.7 4.8 4.0 3.5 2.9 2.3 2.1 2.2 2.7 4.1 4.9 6.1 8.5 9.5 9 .1 1.7 2.4 2.8 3.4 3.1 3.8 4.6 5.7 7.5 9.2 8.4 6.5 5.0 4.3 5.1 6.5 6.8 7.0 7.5 7.9 8.1 8.4 8.4 8.7 8.7 9.1 10.1 9.7 9.8 8.8 8.0 7- 8 7.8 8.3 9.0 9.8 7.7 6.0 7.1 6.3 5.2 4.2 3.5 2.9 2.3 1.9 1.7 1.9 2.5 3.9 4.7 5.7 7.5 8.3 3.7 1. 5 .7 1.0 1.9 2.2 2 4 W1A 3 7.3 .2 9.0 9.7 9 8 10.2 .9 10. 9. 10.3 . 9.0 8.6 8.0 8.9 8. 8.1 8.6 7.4 8.6 7.7 6.0 7. 6.4 4.9 3.7 3.0 1.3 1.6 2. 3.5 4.3 5. 6.4 .6 2.6 1. W 3A W SA 3 .4 1.0 2.2 3.0 2 3 9.0 10.3 11. 11.8 1 .8 11.6 10.9 9.7 8. .7 4. 4.2 .1 5. 4.6 3.3 2.6 2.3 1.8 1.3 1.0 1.0 1.4 2. 3.2 4.0 4. 5.6 .2 1.9 0. 2 .3 1.2 2.9 4.3 4 .3 3. 4.8 .2 7.1 5.9 4.0 3.0 2.5 1.7 1.2 0.9 0.9 1.3 2.1 3.0 3.8 4A 4.7 3.8 1.3 0. 2 .3 1.2 3.7 6.3 6 1 5 W4 7.2 4.6 3.4 2.7 0.8 1.2 1.9 2.7 3.3 3.5 3.5 2.7 1.0 0. 1 .2 0.8 4.4 9.0 11 7. 6.6 4.6 3.6 2.9 2.0 1.4 0.9 0.7 1.0 1.6 2.1 2.5 2.6 2.4 1.8 0.7 0.1 1 .2 0.6 4.9 11.2 1 . 6. 5.8 4.4 3.5 2.9 2.2 1.5 0.9 0.6 0.8 1.2 1.6 1.8 1.9 1.6 1.3 0.4 0.1 1B 1 .2 0.6 4.7 10.3 1 �dgAREHOUSE 6. 5.3 4.3 3.3 2.8 0.6 0.6 0.9 1.1 1.3 1.3 1.2 0.9 0.3 0.1 2-STORY OFFICE BU& L®NO 1 .2 1.0 4.0 7.4 9 6. 5.6 4.3 3.4 2. 2.2 1.4 0.9 0.5 0.5 0.6 0.8 0.9 0.9 0.8 0.6 0.2 0. 1 .3 1.1 3.2 5.0 5 6.3 4.5 3.5 2.9 2.0 1.4 .7 0.4 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.1 O. 2 3 1.02. 3.3 3 7.0 4.6 3.4 2.7 1.8 1.2 .6 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.1 O. W, 2 3 0.7 1.7 2.3 .6 6.3 4.1 3.0 2. .5 0.3 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.9 1.7 2.2 2. .5 4.7 3.2 2.4 2.0 1.4 0.9 .5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 O. 0.0 0. 4 .5 S1 S1. S1 S1 S1, S1, W1 1 8 .3 2.1 3.1 4.2 5.3 .4 .0 7.2 5.8 4.2 3.0 2.3 1.6 1.0 .6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 O. 9 .5 2.2 3.1 4.2 5.8 6.8 8. 9.2 1 .5 11.3 11.2 12.3 12.4 1 .2 12.6 12.6 12 6 11.9 1 .9 11.5 10.5 10.4 9.9 9.2 8.5 7.9 7.3 7.4 8.0 7.6 6.1 4.8 4.2 4.1 4.0 4.3 5. 6.3 5 7 4.3 5.7 4.8 3.7 2.7 2.0 1.4 0.9 .5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0. 1 .6 2.3 3.2 4.3 5.6 6.7 7. 8.3 9.4 9.9 10.2 10.7 11.2 1 .0 11.2 11.7 11 1 10.5 1 .1 9.3 8.7 8.3 8.0 7.4 7.0 6.6 5.9 5.6 5.6 5.2 4.5 3.9 3.7 3.6 3.3 3.3 3.6 3. 6 2.9 4.1 3.8 3.1 2.3 1. .4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0. 1 .6 2.3 3.1 4.2 5.6 6.3 6.8 7.8 8.6 9.3 9.8 10.1 10.0 10.1 10.1 10.1 9.9 9.1 8.2 7.6 7.0 6.5 6.1 6.0 5.4 5.1 4.8 4.4 4.3 4.0 3.5 3.1 3.1 3.0 2.8 2.6 2.7 2.8 2 6 2.1 2.9 2.7 2.4 1.8 1.3 0.9 0.6 .4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0. 0 .5 2.1 3.0 4.1 5.2 6.0 6.5 7.0 7.5 8.1 8.7 8.7 8.6 8.9 8.7 8.5 8.1 7.3 6.3 5.6 5.2 4.6 4.2 4.3 4.0 3.8 .3 '0.2 0.1 0.1 0.0 0.0 0.0 '0.0 '0.0 0.0 '0. 9 .2 1.9 2.7 3.5 4.5 5.5 6.0 6.4 6.8 7.5 8.2 8.1 7.9 7.7 7.5 7.1 6.3 5.3 4.4 3.8 3.3 2.9 2.7 2.7 2.7 2.6 2.5 2.4 2.2 2.0 2.0 2.0 2.0 2.0 1.8 1.7 1.5 1.3 1.2 1.2 1.6 1.4 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. 7 .0 1.5 2.1 2.7 3.7 4.8 5.6 6.3 7.2 8.3 9.4 9.2 8.3 7.4 6.5 5.7 4.5 3.4 2.7 2.2 1.8 1.6 1.5 1. 1.5 1.5 1.4 1.4 1.3 1.2 1.3 1.3 1.4 1.3 1.2 1.1 1.0 0.8 0.8 0.8 1.0 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 6 .8 1.1 1.5 2.0 2.9 4.0 5.0 6.3 8.010.011.3 11.0 9.37.25.54.3.12.31.1.31.00.0.8.80.80.70.70.60.60.60.60.70.80.80.70.60.50.40.30.30.50.50.40.30.30.20.10.10.10.00.00.00.00.00.00.0 0.0 0.( 4 .6 0.8 '1.1 '1.5 '2.1 '2.8 '3.7 '4.9 '6.3 8.0 9. 6 6 '5.0 3.8 *2. '2.1 1.6 *1. 0.8 .7 0. 0.5 .4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 .0.2 .0.1 .0.1 '0.1 '0.2 '0.2 '0.2 '0.2 '0.2 '0.1 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0. 3 .4 0.6 0.8 1.0 1.4 1.7 2.2 2.7 3.4 4.3 4.6 4.7 3. 2.6 1.8 1. 1.1 .8 0. 0.4 .4 0. 0.3 .2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 2 .2 0.3 0.4 0.5 0.6 0.7 0.8 1.1 1.6 2.3 2.4 2.8 2. 1.4 0.9 0. 0.5 .4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 1 0.3 0.4 0.5 0.7 1.1 1.7 .2 2.2 1.6 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0 0. .2 0.2 0.3 0.4 0.5 0.7 1. .4 1.3 1.0 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. 0 0. .1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. Plan View Scale - 1" = 30ft Schedule Label Quantity Number Filename LumensDescriptionLamps Per Lamp Factor age A1A 1 1 RSX3_LED_P1_40K_R3.ies 27281 RSX Area Fixture Size 3 Pi Lumen Package 0.9 194.7 RSX3 LED P1 40K R3 4000K CCT Type R3 Distribution 1 4 1 RSX3_ LED_P1_40K_R3_HS. 20310 RSX Area Fixture Size 3 P1 Lumen Package 0.9 194.7 RSX3 LED P1 40K R3 HS A1B ies 4000K CCT Type R3 Distribution with HS 08 Shield W 1A 7 1 WDGE3_LED_P3_70CRI_R4_ 10360 WDGE3 LED WITH P3 - PERFORMANCE 0.9 71.69 WDGE3 LED P3 70CRI R4 40K 40K.ies PACKAGE, 4000K, 70CRI, TYPE 4 OPTIC 52 W 1 B 1 1 WDGE3_LED_P3_70CRI_R2_ 10221 WDGE3 LED WITH P3 - PERFORMANCE 0.9 71.69 WDGE3 LED P3 70CRI R2 40K 40K.ies PACKAGE, 4000K, 70CRI, TYPE 2 OPTIC 52 S 1 11 1 KACM_LED _30C_700_40K_R 8359 KACM LED WITH 30-LEDs, @700rnA, 4000K, 0.9 69 KACM LED 30C 700 40K R3 MVOLT 3 MVOLT.ies AND TYPE R3 OPTICS ST 1 1 GC2-96G-MV-NW-4-XX-530 21099 0.85 159 GC2-96G-MV-NW-4-XX-530 S S.ies 0.1 0.1 0.0 010 0.1 0.1 0.1 00 0.2 0.1 0.1 Oil 0.4 0.2 0.1 0.1 0.6 0.3 0.2 01 0.9 0.5 0.2 0l1 0.8 0.6 0.3 Oil 0.8 0.6 0.3 012 0.9 0.5 0.2 01 0.6 0.3 0.2 0.1 0.4 0.2 0.1 0I1 0.2 0.2 0.1 011 0.1 0.1 0.1 010 0.1 0.1 0.1 OIO 0.1 0.0 0.0 010 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 '0.0 '010 0.0 '0.0 0.0 010 0.0 0.0 0.0 OIO 0.0 0.0 0.0 010 0.0 0.0 0.0 00 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 010 0.0 0.0 0.0 010 0.0 0.0 0.0 00 0.0 0.0 0.0 010 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0�0 0.0 0.0 0.0 0l0 0.0 0.0 0.0 0�0 0.0 0.0 OA JO Zf 0 !S U A iL ner Date 1/21/2020 Scale Not to Scale Drawinci No. 52 W- williol. 410'- x r r• "�� ,�� � �.,, �. � � .,1^'• '� ter ., � - - t �..i- ti APW daL 16. ;a,t's a �' a:"._'�.s:•'rk`�,�M�^ "-� �� ��r/%��a /$4i=� ■ � �� - "�.. 1. ''�i �£�� •�_•. !-�v. Zl - r ��li- �� �� �J Am � '��l w y AI. fv :71 W `I y, A U M �J 54 A I B I C D I E I F 07 Ob 05 04 03 02 01 67 7 A I I I I I I I � � ._, _ METAL SIDING, ALUMINUM WINDOWS, � � � � G )� 02 I 03 04 H 67 7 I 05 J Ob 07 I I I I I I I I Helix design —>I group 2 AMERICAN INSTITUTE OF ARCHITECTS ICI, �II�I `.I�I�I�I�I�I�II�I�I 3 CMU VENEER, COLOR: NATURAL SOUTH ELEVATION NORTH ELEVATION HELIX DESIGN GROUP, INC 1/8' - P-0' 1/8' - I'-w 4 O 206'_7� L 7T-III/2' I I I I METAL 51DING STEEL CANOPY, ALUMINUM WINDOWS, COLOR: COOL ZINC GRAI' COLOR: BLACK COLOR: BLACK I I I METAL 51DING, STEEL CANOPY, ALUMINUM WINDOW, COOL ZINC GRAY COLOR: BLACK COLOR: BLACFill 5 COLOR: mmom INII 6 mill ALUMINUM STOREFRONT WOOD 51DING, COLOR:BLAd COLOR: JAVA CMU VENEER, COLOR:NATURAL EAST ELEVATION 1/8' I'-D' EXTERIOR ELEVATIONS 206'-7' ALUMINUM WINDOWS COLOR: BLACK GREENWOOD METAL SIDING STEEL CANOPY, 8 HEATING _ COLOR: COOL ZING GRAD COLOR: BLACK TUKWILA, WASHINGTON REVISION DATE 9 DATE JOB NO. 01.24.20 .19-140 CONCEPT DESIGN 00°% PROGRESS CMU VENEER, COLOR: NATURAL WEST ELEVATION 1' 4' 16' 10 A300 0' 2' 8' WHITE SCALE: 1/8' • I'-0' DRAWING NO ©HELIX DESIGN GROUP, INC.: aI aRnnreserved. B C D E F G H J K No Pan o1 ml: aom,mm,1 mw ee rePeaoeea m om mwdny «mo:waov mean,wnomremlum nom HelNoesgn Coup. 56 DUWAMISH TRIBE i dxwdow?abs- 3/12/20 Attention: Yorusalem Mengistu, Duwamish Tribe Comments on file number: L20-0011, E20-0002 and L20- 0016 Project location:14027 Interurban Ave S (Parcel #3365900830, 3365900845, 3365900850,3365900855) This letter shall serve as the Duwamish Tribe Department of Cultural Preservation's acknowledgment and awareness of the above -named project. We have revived the cultural report and agree that the findings and recommendations of the report are acceptable. Cecile Hansen Duwamish Tribal Chairwoman Vice President, Duwamish Tribal Services Tribal Council Contact: John Boddy Cultural Preservation Officer (360) 340-8930 j ohnboddykduwami shtribe. org Duwamish Tribal Services 1 4705 W. Marginal Way SW, Seattle, WA 98106 1 206-431-1582 www.duwamishtribe.org 57 Pwil PI-01