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12-105369 PLANS
A Vicinity ap CONSTRUCTION PLANC-L-- `}Sq^; ./$p,..�;p»' ,•k,- 4 tz -. � l-'sa-�: .��� r:*a i.; x `� f�.�,f✓ prepared for s- A3� a �Ikk' �ui F� e � x of p. h s 3 , x .J a� 2 3 yf' 'i Y". 4 f:7 ' 4a 77 0 n,. 77 KIM- c 61-i ` m: SHEET 1\10. DRAWING NO. DESCRIPTION 1 C0.0 COVER SHEET 2 C0.1 EXISTING SURVEY 3 C1.0 GENERAL PLAN 4 C2.0 DEMOLITION PLAN 5 C2.1 DEMOLITION PLAN 6 C3.0 SITE PLAN 7 C4.0 GRADING AND DRAINAGE PLAN 8 C4.1 GRADING AND DRAINAGE PLAN 9 C5.0 SITE UTILITIES PLAN 10 C6.0 EROSION CONTROL PLAN / SWPPP 11 C7.0 SITE DETAILS 181 S. 333RD STREET 12 C7.1 GEOTECHNICAL NOTES BLDG. C, SUITE 210 (FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 ESM JOB NO. 1064-014-001 SHEET 1 OF 12 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RESUBMITTED JAN 0 4 2013 CITY OF FEDERAL WAY CDS PERMIT NO. 12-105369—EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE PORTION OF OF STORM DRAIN CATCH BASIN RIM = 415.85 IE 6" CPP (W) = 412.76 IE 6" CPP (S) = 412.73 V v IE 12" CONC (N) = 4 09. 43 d (S�TORM RAIN CATCH BAS- IE 12" CONC (W) = 409.32 °STORM RAIN CATCH BASI - IE 12" CONC (S) = 408.79 , o RIM = 413.Q4 IE 6" CONC (E) = 409.75 CIE 12" CONC (N) = 410. 15� IE 6" CPP (W) = 410.65 _ CIE 12" CONC .18/ S m — P SANITARY SEWER MANHOLE RIM = 410.81 ____><MID -CHAPEL 12" CONC= 390.03 SANI SANITARY SEWER MANII RIM = 41 4NNEL 12" CONC= 3E STORM )RAIN CATCH BASIN RIM = 409.51 IE 12" (ONC (N) = 405.71 24" CGIC (SW) = 403.16 E 24" CNC (SE) = 403.14 STORM DRAIN CA RIM = 414.57 IE 12" CPP (E) -rlrr�c-r7 �TI11111111111111111111111 ONE m Eggs SCALE: 1 " = 40' CONTOUR INTERVAL = 1' 40' 20' 0 40' 80, LEGEND OD STORM DRAIN MANHOLE ❑ CATCH BASIN Q STORM ROOF DRAIN ❑o GAS METER (1) TELEPHONE MANHOLE ❑ TELEPHONE RISER © POWER VAULT TRANSFORMER LANDSCAPE LIGHT LIGHT POLE Q" MAPLE TREE WITH SIZE FIRE HYDRANT WATER VALVE O WATER MANHOLE IRRIGATION CONTROL VALVE Q WATER FIRE CONNECTOR WATER VAULT ® WATER METER n WATER HOSE BIB -ET- SIGN POST ocos CLEAN OUT ® JUNCTION BOX C� ELECTRIC STUB 20 NUMBER OF PARKING SPACES L.S. LANDSCAPE AREA C.W. CONCRETE WALK HANDICAP PARKING STALL D APPROXIMATE LOCATION OF UNDERGROUND STORM DRAIN LINE SD APPROXIMATE LOCATION OF UNDERGROUND ROOF DRAIN LINE S APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE W APPROXIMATE LOCATION OF UNDERGROUND WATER LINE P APPROXIMATE LOCATION OF UNDERGROUND POWER LINE ROCKERY LEGAL. DESCRIPTION A PORTION OF TRACT A OF CITY OF FEDERAL WAY BINDING SITE PLAN NO. 06-100926-00-SU, RECORDED UNDER RECORDING NO. 20070530001643, RECORDS OF KING COUNTY, WASHINGTON. OWNER/ DEVELOPER STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 HORIZONTAL DATUM NAD '83('91), WASHINGTON NORTH ZONE COORDINATES, EXPRESSED IN U.S. SURVEY FEET BASED ON GPS OBSERVATIONS TO CITY OF FEDERAL WAY PUBLISHED CONTROL MONUMENTS. VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTERLINE OF SO. 320th STREET, 0.20 MILE EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. SITE CONTROL ESM CONTROL POINT NO. 50 - SURVEY NAIL WITH WASHER NORTHING = 117186.4270 EASTING = 1275007.4300 ELEVATION = 411.75 ESM CONTROL POINT NO. 53 - SURVEY NAIL WITH WASHER NORTHING = 117290.0370 EASTING = 1274071.7740 ELEVATION = 412.12 PERMIT NO. 12-105369-EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE : C +1 t MUST MAINTAIN , I — EGRESS AT ALL TIMES ( — ������� � SCALE• 1' 20' ��.�"< LEGEND CONTOUR INTERVAL = 1' 3 HOR. DATUM: CITY OF FEDERAL WA` CATCH BASIN TYPE 1 VERT. DATUM: KCAS=NGVD-29 PROPOSED WATER ' .. • ..... .................. ° ..... ..... ...... x� W EXISTING WATER , , °s'•'.'o'•'.'•'•'e • • • . • • • . o • e • o • • • e e e • a • • e . s • • s s ° • • e e e e s • • • o e • • • e e••°m.•.°e•a••°••s•••-.'s°•°s'.'e'e°•°. •.°e°•°e'•'e°e'•-•°• ° a e • • . e • e • • e e o . . e . . • • . . • • • • s N. r �txP 13k !! ' �4t ..............................e......................e...e.......m...................e..e......ee.... k{ g ---- --- EXISTING 60 WATER 20' �o' 0 20 40 ' "� >: ,',',',',',',',°.'. '.'.'.'.°.'.'.°.'. o's'. . . . . e . . . . . . . . . . e . . . e••°. •.•.°. •.•.•.•.•ee.•.•... .m.•.•..••. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e • . . o • . . . . . . . . o . . • . . . j s„ h': �� ml .'.'.`.'.°.°.'.'.''.'.°.'.'.'.'.'.°.'.°.'.'.'.'.'.'.`.'.'.'.°.'.'.'.°.°.'.°.'.°.'......•.•.•..... e..•.°.•..•.•..._.•...•.•.•.e...•...•.•.e.°. �.•.•.m.°.° e °.`.'.'.`.'.'.°.°.'.'.°. Ys S EXISTING SEWER Ie.....e..m..e..e. { b r I ,',°,',°,•,.•.o••.••.•..•..•.•.•...•e•..e•e_e•.•e°.•.•••••.•••..e•....me.°.•.e.•.�...e..•e°e e KOHL .°.°.°.°.°.°.•.°.m.'•'°•.°e•.•.°•'.'•'•°.•.•e°.°.°••.•.°• � fi'< p } °............................................ ........m................... EXISTING STORM • • • • • • • • • • • • • • • • e . • • • • . • • . • • e • a • • • • • • • • s • • • e e • • — . • • • • . e e • m e e • o • • o . • • . • e o • • e . e * — ................................... FLOOR = TOP OF CARPET AT DOORWAY .'•'e'e'e . • • .................e.,.e.•. $ _ �s — G --- EXISTING GAS EXISTING 231 LF S.S. °.° m'.'.°.'.'.'.'.°.°.'.°.'.'.°e'.°.°.'.'.'.°.'.'.°.......... e • ..e.e..e•.e.°.e..• °.°.'e'.`.'.'. °.'e . e .. fi ERELOCATED r L =�........................e...eee.'.'.°......................................................................m'.°...s>m P EXISTING POWER TOB i� s ...-e....•...• .. ..... e.................................• .°.•...°.�.•...•.•.e.e.•....... a .. .. ..�y� = t .. ................ ............. ......... e . ..................... • ...�� EXISTING WATER TO BE REMOVED `it>n. `i�i' S . . e . . . . .. • •�. . . . . . . . . . . . . . . . . . . . . . . . . '•'e°e'e'o . . . e . . e . . . o .. . . . . e o . . . . e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e e . o . . o e . . . e x ° J� '"'. •, •, •, •, •, •, •m-. •.. —• T .d.�• ........•.•.,m..•..e•m.m...me.•m. .. e ............ .......°...•.°...•....e.... •.•.....•.•...,............. • m ... e°...•....°•°.o...•.°...• S EXISTING SEWER TO BE REMOVED . . . . . . . . .'.'. .'.'.°.'.'. . . . ..'.'.'. . . . • . . . . .e.•...•e..•.°.•.,.•.•. •. •.•.°. •..•. •. •....'.'. . . . . . . . . . . . . . . . . . .'.'.°.'.°.'.°. .'.°.'.'.°.°.'.°.°.••°. •. •... •. m. e.�ee. o. ••.°. . . �`' x� r�� t'� ffi ..........................................................................................'.'.'e'.'......... e .... D EXISTING STORM TO BE REMOVED ',',',•,',','.'.' .'.`.'.'.'.'.'.'.'.'.'.'.°.'.'.' . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . .•. ••�.e°•. •. •. a .•..°o°.°. . e . . • . . . . • e . . ..`% ' ,'.�k,,'a+ .. e . -4 _ ....... • . ....... e..............•.•.•..'............ e .... e ..... ..EXISTING 13 WATER ............... e ..........e'e'.. a . � ••••°••° ...e..........m....°°• ,•,•.°••••..e...e...°••°• G EXISTING GAS TO BE REMOVED rf . e e ...... .... e e .......... e..................•...,...ee....•...•.•... e ..'METERS AND SERVICES.'............ e ...................° �f` a ° — ........ .. . ... .... e ...........................�� rr�F�r r r P EXISTING POWER TO BE REMOVED ...e.............e........•.................... m..e TOBE.REMOVED...................................... J .... e .•.•. ,.`.•.•.m.•.�...•.°. e. e .. .. .. e ......... e ..° e.e.-.•.•.•.• e.•.....•...°.••......•.......•e.•-.•.e.•.e.°.. T� EXISTING STRUCTURE OR SURFACE FEATURE TO BE REMOVED . e ... • _•••••.•.°.• ..°.°..'.'.'.'.°.'.'.'.°.°.'.'.°.°.'..................................... e .. EX ..� �x� r .... .. ° • '•'• ° ... . .. ... .'.°.'.'.'.'.'.... �� 1 XISTING 190 LF S.D. a E xx TO BE REMOVED MOVED AND GUTTER TO BE E CURB A E LANDSCAPE, _.. _ __ _ ,. _ . � . _,a , r _ . , .,,, , _ 5 � � �r_• CONCRETE, t ... t . - ,,....-..,,:� ¢yam t . �:• ; ,... --EXISTING BOLLARD �.. _ ! , e< ,. +r .::.,...,. .. a. .. .... r .. .... ...... .. <..., .. ... ,...... .. -,... :. .. wv r .... to k �',: Ri t BE REMOVED OR.. . s DER SE PARATE PERMIT) c a. v., ,. .. .� qs_.. .. fiz _ -.. <•� .-.: w...r,«. x. ;z. ..r i .c.. .. « .; ,. ...p:J2• F . � < :. ,. < . ,r .:.. we -: ,. , � _ � _„s ...,. - '.. > ,... ..:c•..:., .,. ..: . ... _' :+,• .,•r'. "�• - _ - .-,..,. § ,S, <s, Ln ., axa. ,,...., tn. _ �.'§` _ v.,.� .. . +. -`r e ..»-f'- .lr Cr. -:e or .,.^i . ` _. ,.. .. �Z :t. ..S✓a ,, �`s .',� .. .r. .. .,. :. .. ..#` ... ,.- ., .. 2 s. .... ..�. a. �`'. fin. ,>;,,..., es_ ✓„r, ;.._'�,, -_. -... :, '.<r^�s �. c ,. .. �. .. ..•,<.. h. �__ -.Fl ..t ,"'��-?' <. �-�>,T-:'6 � 7.. M„<... t" .<„ �: ,.�,.'. ,,,.r .,.u, 'n. ,. ,.• - `,s� ,2x{ s ,,w. ^-.+.:t, ...v__. __� :�W. �.,•6 . .t�i_2:+ �,., � <.�<' 2PM_>.,»�S<.�.?u..Au 3«3�_i�'iT-Yt .�,r,� _. �. L�cA�..„h„us J-_�..r. „a ia'J., t�..: �i,� .,- i•-t.�C ,„ � _ ;. __� —. .� z. .,�_ a>. s-_ .., sx &.,.. L...... S::Le� "�HC ,,. OWNER/ C r Jul URY rJ-J r Ar F .F� EXISTING 88 LF S.D. TO BE REMOVED EXISTING 111 LF S.D.-4, TO BE REMOVED I EXISTING 230 LF S.S. TO BE RELOCATED - F F P o � T J T n o i i r D t D n E g �a i E � as / / N b \ E\ U) N D \ as o i 2 I STEADFAST COMMERCIAL PROPERTIES EXISTING 111 LF FIRE DISCONNECT TO BE 18100 VON KARMAN, SUITE 500 W.M. TO BE REMOVED COORDINATED WITH IRVINE, CA 92612 (PRIVATE) DISCONNECT THE FIRE DEPT. FIRE LINE AT VAULT (SKFR) & LAKEHAVEN BASIS ®� BEARING ABANDON IN PLACE, U.D. (AS NECESSARY) CUT & CAP AND HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY SLURRY FILL CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). BENCHMARKS /I'- —P LIMITS OF CONSTRUCTION VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTES: 1. "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. 2. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT INFORMATION AND HAS BASED THEIR DESIGN ON THAT INFORMATION. 3. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY AND/OR BONNEVILLE POWER ADMINISTRATION. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. 4. CONSTRUCTION IS WITHIN THE VICINITY OF A TACOMA PUBLIC UTILITIES TRANSMISSION MAIN LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TACOMA PUBLIC UTILITIES. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. PERMIT NO. 12-105369-EN CITY OF FEDERAL WAY I APPROVAL DATE SIGNATURE : Ell REVISIONS NO.1 DESCRIPTION/DATE I BY 0 0 / a ® �( — EXISTING 235 LF FIRE W.M. TO BE REMOVED & CAPPED AT ENDS /(� � co w SAWCUT 121 L.F. o '86 L.F. c A SA U 118 L.F. SAWCUT P 86 F. PRESERVE AND PROTECT EXISTING CP., TYP. .. .. ....... �. ......................... .. . EXISTING 66 LF S.D. °,',',°.'.'.'.'. • ..'...•.'.' ' TO BE REMOVED ....................................... °, °, °,',EXISTING �44 •LF �S,D,'.................. . ...........•.....:....•....:.0...........TO BE REMOVED •.5•.•.:...:.......:.......•,.,•,•,• ....................•.......................... ...........................•................... EXISTING 230 LF S.S. TO BE REMOVED 'SAWCUT '91 L. F. P � < P S_ G w 4 ��. —SAWCUT EXIS-ING 85 LF W.M. c{ 99 L.F. TO BE REMOVED & I \ CAPPED AT MAIN Y I SAWCUT EXISTING 114 LF ' <: 108 L.F. TO BE REMOVED �- � P 4 e. k a �- �e< x �3 SAWCUT ' I 328 L.F. I t I I i �1 e l P P P o p r ro 3 E I SAWCUT f 88 L.F. I EXISTING 2 LF W.M TO BE R OVED PRES RVE AND w PROTECT EXISTING P — P --POWER VAULT PPP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - _ aryix . . . . . . . . . . . . . . • • • . • . • • e . • • . . . . • • • • . • • • . • • . . • e • • 9 . • • • • • • . . • • . • • • • • • . • • 74 -6 ,',',',•,',',',',',',',',',','.°,','.°.'.'.'.'.'.'.°.'.'.'.....',•,',',',','.'. ..... .... ... .................. • ........ ...................... . •,',',',',',',',','•',','.'.'.'.'.'.'.'.'.'.'.'.'.°.'.'.'.'.'.'. •,... °.°. a.°... ',�RESERVE•AND...........°..._. .,•,•,•...................•,.,.,.,.,•,•,,..,•,.•,,.,....................... .............'.'.'.'.'.'.'.'.°.°.'.'.'.'.'.'.'.'.".'.'.'.°.°.'.'.'.'.'.PROTECT EXISTING.'.'.°.'.'.'.' •,•,•,•,•,',',',',',',',','•',',',',','.','.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'. ...• °.•...•. ........................•.......... TYP. °• .. .................................................. ... ..................................................•..........e.. ................................................... ........• "EXIST4_ 17 WATER"........................................ f..'.,.'.,.'.,.'.,.',.'.,.'.,.'.,.'.,.'.,.'...'•.'..•.'...'...'.•..'•..'...'°..............• ..............:'.'. .............•.....,.....•..•..•..•. .......•....MET, EFS AND ND SERVIC.E.S,.''.''.''.''..''.''.' ''B.I. REMOVED ... .... .............°.......................................................................................................•'........................... ...... . ..........................................................................•.............................................. ........................"''''•''''. .....................• ..... .................................................................... ..•.••..•...•..•• .........°°'''''''°''''°' ............................ .91 . ....................................e ...... ............................. ...................................................................... •. .................... .................. .......................•......•................................................................•. '''''''' ,,,,,,... ........................... • ........................... 0 ............. ••.•"'"'"''''"'""' •.••••••.•••.•.s.•• e••. .....••...••••...•••'S,.•.........••.••••••.••••••.•••• . ...••.••••.••.•••••..•..••e•••.••••..•••••.••.. . ... ....................................... .............................. ................•.................................................................................................................., .................................................................•.".°.•.'.".°.'.'.•.'.".°.'..'.•.'.•.•.'.•.'.'.".".'.'.•.........'."........................... . •.•.•.•.•,•.•.',•.•.•.•.°.•.•.•.•.°.•............................................................................................................. • r ................................................................................................................................. .................................................................................................................................. ................................................................................................................................. °.....................................................................................................................•.......... . • • • • • • • . e . • • • • . • . • • • • • . • e • • . . • • • . . . • • • • • • • • • • • • . • • . • • • • • e • • • • • • . . • . • • • • • • • . • • • • • • • • • • • • • • • • • . • • . e • e • • • . . . . • • • • • . . . • • • • • • . • • • • • • . • . . • • • • • • • • • • . • • • • • • . . • • . • • • • • • . • . . • • • • • • • • • • • • • • • . • • • • • • • . e . . • . . • • . • . . . . . •. • • • • • • • . . . • • . . . • . • . • • . . • . . • e . e • • . • . . • . . . e . . • • • • • • • . .................................................................................................................................. .................................................................................................................................. ..................................................................................••............................................. .................................................................................................................................. ...............................................................................................•...................°............. .,., e..•.....•..................•........•...•.•.•.•.•...�.•.•.,...•...•.•.....,.....°. ° ..°.°.... .. ° .... ...................... • ........................... . KOHL'S FINISH FLOOR ELEVATION = 416.34 FINISH FLOOR = TOP OF CARPET AT DOORWAY SEE SHEET C2.0 FOR CONTINUATION -- — j SCALE: 1 " = 20' LEGEND CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY CATCH BASIN TYPE 1 VERT. DATUM: KCAS=NGVD-29 PROPOSED WATER EXISTING WATER MM 20' 1 0' 0 20' 40' W EXISTING 60" WATER ------- EXISTING SEWER S D EXISTING STORM ---G--- EXISTING GAS P EXISTING POWER EXISTING WATER TO BE REMOVED EXISTING SEWER TO BE REMOVED EXISTING STORM TO BE REMOVED EXISTING GAS TO BE REMOVED EXISTING POWER TO BE REMOVED EXISTING STRUCTURE OR SURFACE FEATURE TO BE REMOVED EXISTING PAVING, CONCRETE, LANDSCAPE, CURB AND GUTTER TO BE REMOVED °,•,•,•,•,•,I EXISTING BUILDING TO BE DEMOLISHED (UNDER SEPARATE PERMIT) STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 BASIS OF BEARING HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). BENCHMARKS VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTES: 1. "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. 2. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT INFORMATION AND HAS BASED THEIR DESIGN ON THAT INFORMATION. 3. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY AND/OR BONNEVILLE POWER ADMINISTRATION. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. 4. CONSTRUCTION IS WITHIN THE VICINITY OF A TACOMA PUBLIC UTILITIES TRANSMISSION MAIN LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TACOMA PUBLIC UTILITIES. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. PERMIT NO. 12-105369—EN CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE REVISIONS "I SCALE: 1 " = 50' CONTOUR INTERVAL = V HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 11 i 50' 25' 0 50' lool LEGEND HEAVY PAVEMENT AREA PER DETAIL SHEET C7.0 CONCRETE PAVING ASPHALT PAVING CRACK FILL, SLURRY SEAL COAT AND RE —STRIPE WHERE NECESSARY ............ . .. ........ . . . . . . . . . . . . . . . . . . ...... .... ....................... ... . .. ............ .................... .......... ............................ 21.41 .............. ............ ...... ............ OWNER/ DEVELOPER ........................ ......... ...... ... .. .. ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . ................ o' ... . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 .... ...... ......................... . . . . . . . . . . . . . . . ------------ STEADFAST COMMERCIAL PROPERTIES PROPOSED PEDESTRIAN 18100 VON KARMAN, SUITE 500 LINKAGE — RED STAMPED IRVINE, CA 92612 CONCRETE. MATERIALS AND 4E5' CONSTRUCTION TO MATCH EXISTING PEDESTRIAN LINKAGE BASIS OF BEARING TO S. 320TH STREET ON HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY NORTH SIDE OF MALL. CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). BENCHMARKS PROPOSED BUILANG (TYP) VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED ,A _�RGL_r IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. EXISTING BUILDING (TYP) T.B.M. fi TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. KOHL'S CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. C E'N -r U Fq Y T H E_- 1/\ T r R 3 ll !Il���>>�rx CONSTRUCTION L NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. PERMIT NO. 12-105369—EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE C. 6 OF 12SHEETS REVISIONS A PORTION OF THE NW 1/4 OF SECTION 16, T P. 21 N., RGE. 4 E., W.M. SEE SHEET C4.' FOR CONTINUATION v D o EX. c.B. g ° T.G. = 415.96 : I.E. = 413.10, 6"0 (W) EX. C.B. 1. E. = 413.01, 6" 0 (E) I v D T.G. = 415.85 I.E. = 412.76, 6" 0 (W) o I v.I.E. = 412.73, 6" 0 (S) v v EX. C.B. T.G. = 415.99 I.E. - 412.54, 6" 0 (N) I.E. - 413.22, 4"0 (W) I.E. = 412.44, 6 0 (S) v v .v 4 EX. C.B. � i4 KOHL'S T.G. - 415.89 I.E. = 412.1 1, 6"0 (N) °� D ° i' FINISH FLOOR ELEVATION = 416.34 yp o FINISH FLOOR = TOP OF CARPET AT DOORWAY I.E. = 412.09, 6 0 (E) o r . V.v : ..x v . /p P R ' D".,° D ..a.. .o v ao ° EX. C. B. T.G. = 416.00 I P I.E. = 415.80, 1-1 /4" 0 (W) D lK. v v D 1v v 17 ;v voo .vo p T7. v...v v vi a,v v v D ..a. D .,Q. :' D d D ..a. vL�o v\. v o 77 . �r . w D v .. ° ° D .a. G ° v. C.B. #7, TYPE 1 0 T.G. = 416.14 oa o a. I.E. = 411.94, 6"0 (W) o o v. v 0. r7 >TUB & CAP FOR I.E. = 411.94, 6 0 (N) 17 °° y CONSTRUCT C.B. #9, TYPE 1 'UTURE CONNECTION I.E. = 41 1.44, 12" S D ° r ��� r J��� fv o ° OVER EX 12"0 S.D. -0 BLDG ROOF �� DRAIN ° D. i a D. T.G. = 414.53 E=410.75, 12 0 a ° V. ° STUB & CAP FOR rAI EII\ rr r� o,� v v I.E. = 410.69, 12"6 (N,S) 11 L.F., 12"0 LCPE FUTURE CONNECTION 1 I.E. = 410.69, 12 0 (N,W) S.D. ® S=0.50% TO BLDG ROOF DRAIN ° ° ° . ° ° SEE NOTE 4 THIS SHEET " 416.1 1(TW) I.E=410.01, 12 0 62 L.F., 12"0 LCPE = t r :.0 416.11(TW) 416.11(TW) 414.53 FL 11 L.F., 12" 0 LCPE S.D. ®S=0.58% _ 414.38(FL) 414.43(FL) ( ) S.D. ®S=0.50% -' C.B. , TYPE 1 _ # g ° l : 8y Q v T.G. 416.28 I.E. = 411.08, 12"0 (N,E) v .. - v v _P v o v E 17D. o _189, 414.25(FL) w v 414.89 (FL) 41 (11(TW Q % I I 41 ,.56(FL) v.�o I I I EX. 31 L.F., 12"0 S.D.-\ @S=1.68% , i EX. 41 L.F., 12, 0 S.D. D @ S=1.3 % G- I 7�4 ° p _ (__--- G EX. 80 L.F., 12"0 S.D. 78 L.F., 12"� LCPE ® S=1.08% _ 'S.D. @ S=0.50% / �414.61(FL) 413.i1(FL) ' 413.36(FL) o D 413.53(FL)� D ° � 415.37(FL) o °414.34(FL) 414.71(FL). / 413.38(FL) 412.96(FL) EMMA o CAST IN PLACE i 412.83(FL) _- CURB PER DETAIL Q I ON SHEET C7.0 comma= PRESERVE AND PROTECT _ w w w 415.47(FL) 155 L.F. CAST IN EX. C.B. T G = 413 04 _ P MATCH EX. PLACE CURB W/ CURB WEEP HOLES EVERY 4I.E. = 410.15, 12" 0 (N) 1 q' TYP. I.E. = 410.65, 6"0 (W) / I.E. = 410.18, 12"0 (E) 0 ____ _- - -_ _4 12.83(FL) L.F. AS I N - / ` 1 PLACE CURB W/ WEEP HOLES EVERY / 10, TYP.. P 1 / 'ARKING ISLAND TO 3E EXTRUDED CURB, W YP. o W w w w w w w- - w w \ I Mwo �`I 6 acom. cocoa. 0 35 L.F., 6" 0 LCPE S.D. ® S=1.89% C.B. #12, TYPE 1 T.G. = 411.97 I.E. = 410.29, 6"0 (E,S) S UTILITY / WALL CROSSING TABLE q N: 117537.09 OE: 1275081.53 PROPOSED GROUND AT WALL=41?.34 NOTE: PROPOSED 6" 0 S.D. TOP=411.1E SEE ARCHITECTURAL PLANS FOR WALL 416.45 N: 117537.09 DESIGN. E: 1275081.53 416.46 i PROPOSED GROUND AT WALL=41?.52 16" 0 W.M. TOP=41 1.16 +/- N: 117508.81 @) E: 1275038.71 F. V.. v 3 PROPOSED GROUND AT WALL=41?.56 a. 16" 0 W.M. TOP=410.77 +/- ° vo N: 117482.58 ° E: 1275037.86 o.a v o ® PROPOSED GROUND AT WALL=41?.76 � PROPOSED 6" 0 S.D. TOP=410.41 }V °N7 C.B. #15, TYPE 1 ° T.G. = 416.24 v v I.E. = 411.80, 6"0 (S) 62 L.F., 60 LCPE S.D. @ S=0.50% v; '711 C.B. # 14, TYPE 1 T.G. = 416.15 y I.E. = 41 1.49, 6" 0 (N,S) v .D - v v'.. o � v� ' o ° 93 L.F., 6" 0 LCPE ° S.D. @ S=0.58% i o v HP=416.38 7.'..; _.: 416.34(TW) 416.34(TW) 17 412.34(BW) ° e . 416.03(TW) 416.34(TW) I 1 0 412.34(BW) 412 34 BW SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY LEGEND VERT. DATUM: KCAS=NGVD-29 CATCH BASIN TYPE 1 20' 10, 0 20' 40' --�-PROPOSED WATER W- EXISTING WATER ------ EXISTING 60" WATER -S-- EXISTING SEWER D EXISTING STORM ---G--- EXISTING GAS P EXISTING POWER ®®®®® SAWCUT 0416.16 PROPOSED F.G. ELEVATION (TC= TOP OF CURB) 7 o v ° -.17 v D ap CONCRETE PAVING 7. v 1 v v..17. OWNER/ DEVELOPER STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 BASIS OF BEARING HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). ( ) - BENCHMARKS D D D a g_ C.B. # 13, TYPE 1 V.° o ° °' T.G. = 415.95 VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL 414.22(FL) V. °V v ° V ° v D ° ° v a ° V. 17 ° I.E. = 410.95, 6" 0 (N,W) MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES v ° EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. v v" v v . v v'.". v : v". v v ...� 'd D p° I. _414.10(FL) - T.B.M. j'7 ° °° ° ° 415MATCH EX. �TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CRB V. ° 17. 7 2 ° . CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET 17. ELEVATION = 412.21 (ft) NGVD-29. v v o v v oo v w I 413.28(FL)D v oD ° oD NOTES: i I 1. "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE 413.31(FL) ° 56 L.F. 6"0 LCPE ' ° D � � S.D. @ S=(�.50% ONLY AS NECESSARY. - P _ 2. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE ° D ° ° ° ° ` P - - p TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY ° v o v s o : v o o v. OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE pl. D v ° - - - ACCURACY OF THAT INFORMATION AND HAS BASED THEIR D 412.97(FL)--©° °. C.B. #11, TYPE 1 ® - - DESIGN ON THAT INFORMATION. f"d ° o T.G. = 412.53 Mtge/ 3 CONTRACTOR TO RAISE ALL EXISTING STRUCTURE RIMS TO I1--412.76 L412.56 \ 412.78(FL) CONSTRUCT C.B. #10, TYPE 1 OVER EX 12" 0 S.D. T.G. = 414.21 I.E. = 409.95, 12"0 (N,S) I.E. = 409.95. 12" 0 (N) i SEE NOTE 4 THIS SHf - 412.91(FL) 41 412.53(FL) PRESERVE AND EX. C.B. PROTECT 410. T.G. = 412.51 - P - _ _ I.E. = 409.43, 12" 0 (N) P - / I.E. = 409.32, 12"0 (W) I.E. = 408.79, 12% (S) I.E. = 409.75, 6"0 E / w -Eg- w - w CEX. w w 409.23(FL) 130 L.F., 12"0 S.D. / ® S=2.37% EX. C.B. T.G. = 409.51 I.E. = 405.71, 12"0 (N) I.E. = 403.16, 24"� (SW) I.E. «03,.. = 403.14, �<m i�E 24"� (SE) I.E. = 410.01, 6"O (N,W) s THE NEW FINISHED GRADE ELEVATIONS. 412.33(FL) s �� TOR TO VERIFY ER PIPE TYPE ® � � 4. CONTRACTOR EXISTING DIAMETER, , -412.23 s SLOPE, CONDITION, LENGTH & HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES. -52 L.F., 6" CCU S.D. _- 0.50% 5. CONTRACTOR TO TV EXISTING STORM DRAIN PIPE TO s "` REMAIN WITHIN CONSTRUCTION LIMITS. 410.88(FL) LIMITS OF 6. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH CONSTR TION VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY AND/OR BONNEVILLE POWER ADMINISTRATION. ALL COST ASSOCIATED WITH ANY P REQUIREMENTS BY THE .AUTHORITY HAVING JURISDICTION e TO. WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. Q 7. CONSTRUCTION IS WITHIN THE VICINITY OF A TACOMA P PUBLIC UTILITIES TRANSMISSION MAIN LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TACOMA PUBLIC UTILITIES. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE ICONTRACTORS RESPONSIBILITY. TV.7.4.,J`1 L1 k09.40(FL) -® -� w 1-09.09(FL) w w - - w PERMIT NO. 12-105369-EN CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE C.0 7 OF 1 2 SHEETS % S — w 11 — W --_ _`s.+ ...... w -- — --- w — _._.- EXISTING BUILDING (TYP) Hrr\ r r R y A PORTION OF THE NW 1/4 OF SECTION 16, TWP. 21 B w----- --\ u D SCALE: 1 " = 50' Is, CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY I� C >LIMI S OF �o VERT. DATUM: KCAS=NGVD-29 CONSTRUCTION-,,, 50' 25' 0 50' 100, S p — p ---- p- _ p l LEGEND \ CATCH BASIN TYPE 1 PROPOSED WATER 0 / PROPOSED SEWER W EXISTING WATER w—� dv w/ --- W---- EXISTING 60" WATER S EXISTING SEWER D EXISTING STORM ---G--- EXISTING GAS i P-- EXISTING POWER tdo s p S \ �%� - CONCRETE PAVING o'' _ P a ooll e s` OWNER/ DEVELOPER STEADFAST loo°¢ 18100 VONARMAN, COMMERCIAL PROPERTIES av ;oo;a SUITE 500 1] IRVINE, CA 92612 BASIS OF SEARING kv OEM �1� l by Q --- iir HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE ! NAD-83 (91). 'a 1, I /d F-- BENCHMARKS / VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTES: 1. "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. 2. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT INFORMATION AND HAS BASED THEIR DESIGN ON THAT INFORMATION. 3. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY AND/OR BONNEVILLE POWER ADMINISTRATION. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. 4. CONSTRUCTION IS WITHIN THE VICINITY OF A TACOMA PUBLIC UTILITIES TRANSMISSION MAIN LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TACOMA PUBLIC UTILITIES. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. PERMIT NO. 12-105369-EN CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE C5.0 9 OF 1 2 SHEETS 3 O U 3 - U o� a O O 0 / co 0 a i o; E, / co E U T D u L RUNOFF WATER WITH SEDIMENT CATCH BASIN W/GF GEOTEXTILE MATERIti- r 'N URY TAJ L r\ r -v w rn Tro r-eoRIC SEDIMENT FILTER NOT TO SCALE " CB INSERT LOW .ED WATER Maim [.*----SAW CUT LINE (TYP.) L _ /S — P — — P SEDIMENT FILTER (TYP.) SEDIMENT FILTER CONSTRUCTION LIMITS (TYP.) 1 r�r�J r r TT[ 50 25 0 50 100 — — — — — — — — — SAW CUT LINE (TYP.) ® ==� � ® � CONSTRUCTION LIMITS 0 ,�a°000 o 00000 � 0 FILTER FABRIC FENCE SEDIMENT FILTER EROSION /SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 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 ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CONSTRUCTION LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 11. 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. 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 SYSTEN, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS TEMPORARY SETTLING BASIN. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM. 14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON ESC PLANS. 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D, KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL 30. PRIOR TO BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. PERMIT NO. 12-105369—EN CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : . 10 OF 1 2 SHEETS DEVELOPER TO PROVIDE PIPE OUTLET TO GRID 5'-0' FROM BUILDING DOCK WALL INVERT TO BE COORDINATED WITH MEP CONSULTANT - REFER TO CIVIL DRAWINGS FOR CONTINUATION. - 74.0' g 5.0, Sz P.O.C. 49.020.0' EQ. EQ. EQ. E0. EQ. EQ. 1.7 BOLLARD OF U! WALL \jll-SCRIIEEN DOCK OVERFLOW SL- l 4 ! ASSUMED BUILDING 1 II ! FIN. FLR. 100.00 SWIPE - ! OET. TOP c.a � HEAVY BROOM FlNISHj Cr s� ocT. i RAL ! SEE STRUCTURAL �1 DEVELOPER TO � PROVIDE DOCK FIELD INLET d GRID GRID 8'x8' CONCRETE CURB BUILDING EXTERIOR WALL BUILDING EXTERIOR WALL THICKNESS MAY VARY - REFER TO STRUCTURAL DRAWINGS GRID NOTES: 1. FIELD INLET AND SEWER PIPE TO BE SHOWN ON CIVIL DRAWINGS LOADING DOCK PLAN ISSUANCE DATE:10/22/10 REVISION DATE: 03/02/11 SCALE: 1'-20 -----ERE:M:Sl:0N:D:A:TE:::::- REVISION DATE: rLn Q I REVISION DATE: i 0 3•-10" 3'-4' MIN. 8�" MIN_---_-- '- �- --_ ----- _ - - _ TRUCK CONTAINER- J FOR ROLLOFF ---� 4'-4" COMPACTOR (END FEED) DISCONNECT (8'-0" MIN. FROM COMPACTOR) 96'-0' � DUCK 100'-0 DISCONNECT (8'-0' MIN. FROM COMPACTOR) -COMPACTOR (END FEED) - 85._0. ---�fi - -� CONTAINER J FOR ROLLOFF TRUCK W-O' 5'-2" MIN. PLAN VIEW TOP OF PANEL, I I A - TOP OF PANEL-0' i ELF 100' A. TOP OF PANEL 8'-0" 4'-0" B'-o' 4'- ELEVATION TRASH COMPACTOR DETAIL - SM-BL ISSUANCE DATE:10/22/10 REVISION DATE: 02/24/11 SCALE: NOT TO SCALE REVISION DATE: REVISION DATE RENSION DATE: �.�../.. CONCREIE CAP - SMOOTH FRIISW - PAINT TO MATCH POST W DIA. PFE GUARD, CONCRETE FILLED - PAINT TO MATCH 8= SLOPE TO Il O O O ISSUANCE DA7:10/22/10 REMSON DATE: SCALE NO SCALE REVISION DATE: FIq`�, (`} REMSLOd DATE: (�(�,�J�jJ:7R`� REVISON DATE aii -M-Mu° b 9 B �• IX p• 5� 6 1 #3 BAR HOOP 9 S' 3p• S• > 12• i 2 #3 BAR HOOPS 93 BAR EACH CORNER 93 BAR EACH SIDE PUBLIC I I � ftd(3 ((' aC O WEY WORKS FRAME AND GRATE NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221), WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE r RISER SECTION CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6, ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE 12• RISER SECTION PIPE INVERT IS V-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D, MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY B� INSTALLED WITH FLANGE DOWN OR CAST IN70 RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2' FROM VERTICAL EDGE OF CATCH BASIN WALL. li PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY 10" 6" MIN. -1 /2" 2-1/2" 5" CATCH BASN TYPE 1 2`- VARIES DWG. 4-1 NO. J T LANDSCAPE BACKFILL AS REQUIRED. KEEP 2" BELOW TOP OF CURB EXTRUDED CEMENT CONCRETE CURS DETAIL NOT TO SCALE V-O" x V-6%0.080 ALUMINUM ACCESSIBLE PARKING SIGN, SIGN TO READ 'RESERVED PARKING' W/ IDENTIFICATION SYMBOL BOLT TO STEEL TUBE W/ 3/8' CADMIUM PLATED BOLTS, NUTS. AND WASHERS 'VAN ACCESSIBLE' SIGN AS REWIRED �a I 2•x2'x01W STEEL TUBE EXTEND INTO CONCRETE FILLED PIPEWELDED 2'-V. PROVIDE CAP. PAINT P&L #6118BLACK COFFEE II I it II o CONIC. PIPE BASE - SLOPE FOR DRAINAGE I I Li PAVING - I I V-8' DLA. CONC. BASE I a L 8' DIA. STEEL PIPE FILLED W/CONC. i \ 3• NOTES: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS ACCESSIBLE PARKING SIGN ISSUANCE DATE 10/22/10 REVISION DATE: 02/24/11 SCALE.NOTTo SCALE REVISION DATE: REVISION DATE: . REVISION DATE: ASPHALT CONC. PAVEMENT HMA, CLASS 1 /2", PG 58-22 3" COMPACTED DEPTH MINIMUM CRUSHED SURFACING TOP COUP 1 1 /2" COMPACTED DEPTH MIN CRUSHED SURFACING BASE COL 2 1 /2" COMPACTED DEPTH MIN NATIVE MATERIAL RECOMPACTED 95% TO BE USED FOR SUB -BA r It V PAVEMENT , , � I SECTION I . , �. PARKING AR R IN r NOT • SCALE ASPHALT CONC. PAVEMENT HMA, CLASS 1 /2", PG 58-22 2" COMPACTED DEPTH MINIMUM CRUSHED SURFACING BASE COU 2" COMPACTED DEPTH MIN. PROOF COMPACTED NATIVE SOIL, STRUCTURAL FILL OR EXISTING FILL PREPARED AND/OR REPLACED AND COMPACTED TO 95% TO BE USED FOR SUB -BASE LIGHT PAVEMENT SECTION 0___PARKING AREA NOT TO SCALE 1 " DAnII IC F-1 /7'1 7-3/4" EXTRUDED CEMENT CONCRETE CURB NOT TO SCALE wuaw° PATTERN Ti1RN (SEE EE CiTNO B' 2•-0• OFF y es' 0.0, BEE cum °ELVj 2• 4' CSTC THICK CEMENT taCONCRETE SMEW wmwN6 3-4 SECTION A -A NOTES: 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCL. HYDRANTS, POLES, AND INLETS. 2. RAMP CEMcR LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY ENGINEER. 3. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE STREET, RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPP0Sf1E SIDE OF STREET. SEE DWG. N0. 3-9. 4. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS 5. ON RESIDENTIAL STREETS OR WHERE UTILfDES ARE N CONFUCT OR STREET GRADE ED(CEEDS 4.0% CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAN PEDESTRIAN PATH. DETECTABLE WARN!' PATTERN AREA SH 6- A YELLOW, IN COP P;- WSDOT STD. SPEC-8- -_- B T C all A 1 3: 8•.-- -- PLAN ELEVATCN DETECT'?'_- :: = PATTERN DETAIL �amw PUBLIC DWG.'NO. ftd(MMO VdW WORKS CURB RAMP IN !VERTICAL CURB 3-11 GENERAL NO -TES 1. ALL CONSTRUCTION SHALL Ill IN ACCORDANCE WITH THE FEDERAL WAY ZONING COD- (FWZC), APPLICABLE ORDINANCES, AND THE CIT COUNCIL CONDITIONS OF PROJECT APPROVAL. THE' = DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION ;WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SYDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOV REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITI•IN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO -HE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED EY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED iTANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED E' THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, (RADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMISTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRCITY, ETC.). 4. BEFORE ANY CONSTRUCTIONS OF DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEE:TIN( MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE AP[LICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTIITIVE. 5. A COPY OF THESE APPROV:D PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHAL BE LIMITED AS PER FEDERAL WAY CODE (SECTION 115.v) NORMALLY THIS IS 7 AM TO 8 PM MONDAY THROUGH ATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIAING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE AWROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AID THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTEI TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRDR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UN.ESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORDS. 10. GROUNDWATER SYSTEM COSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROIRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTIUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SIECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSTY. 12. ALL ROADWAY SUBGRADE SIALL BE BACKFILLED AND COMPACTED TO 95% DENSTY. WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTINC ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND NOTE[ ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RES-DRED IN ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL B: RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AN ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTI, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERY IN CONNECTION WITH THE PERFORMANCE OF WORK (OVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELLED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFF-, FLOW SHALL REQUIRED AT LEAST ONE FLAGGER FOR EACH ANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONROL, SHALL APPLY. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.2(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCT URES ASSOCI ATED WITH A PERMANENT PERMA RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41,46,47 OR 48, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF FEDERAL WAY". 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY RIGHT-OF-WAY 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 TO MATCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40% �70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2 ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY FEDERAL WAY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER TO LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"X4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04-AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STRUCTURAL DOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY OF FEDERAL WAY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALL. ALL ROOKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 19, 20 AND 21. ROCKERIES MAY NOT EXCEED EIGHT (8) FOOT IN HEIGHT FOR CUT SECTIONS OR FOUR (4) FOOT IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. IIF-lIY--I �I //AS 10 wmp\00 0 w0)Z d I-o �Z� 1 0 ° ° wO(n 0 u-o AS REQ'D. \\\ PIPE V10!-I.D4"ARIES ° REQ D.JO \\\ °0 °°U1-" �Nyo9o\\\° ' .° V) m mgQQ \\\ °0 !2 Lu U 1.0' eC Z w O o III III O.D. (TYP.) STORM DRAIN PIPE DIAMETER VARIES SEE PLAN 0.5' FOUNDATION GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS STORM DRAIN TRENCH DETAIL PERMIT NO. 12-105369-EN CITY OF FEDERAL WAY I APPROVAL DATE : ISIGNATURE ao--_-=--- ---- ----------- - - - A 0 0 0 �r 0 0 GEOTECHNICAL NOTES FOLLOWING EXCERPTS FROM THE GEOTECHNICAL REPORT COMPLETED BY GEOENGINEERS ON SEPTEMBER 9, 2011 PROVIDE RECOMMENDATIONS FOR THE PROPOSED CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE GEOTECHNICAL REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION AS APPLICABLE FOR THE PROJECT. IN ADDITION TO GEOTECHNCAL ENGINEERING SERVICES -REVISED ASPHALT CONCRETE PAVEMENT ASSESSMENT. DATED 11-27-2012. A REPRESENTATIVE FOR THE GEOTECHNICAL ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE GEOTECHNICAL ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. 1. THE NEAR -SURFACE FILL SOILS ENCOUNTERED WITHIN THE EXISTING BUILDING FOOTPRINT ARE GENERALLY SUITABLE FOR DIRECT SUPPORT OF SHALLOW SPREAD FOOTING FOUNDATIONS AND PAVEMENTS. SHALLOW FOUNDATIONS IN OTHER PORTIONS OF THE PROPOSED BUILDING FOOTPRINT BE ESTABLISHED ON A MINIMUM 2-FOOT-THICK LAYER OF ALL WEATHER STRUCTURAL FILL THAT EXTENDS TO AN APPROVED SUBGRADE. THE PRIMARY PURPOSE OF THE STRUCTURAL FILL LAYER IS TO LIMIT SHALLOW FOUNDATION ELASTIC SETTLEMENT TO 1/2-INCH OR LESS. THE ALL WEATHER STRUCTURAL FILL MATERIAL SHALL CONFORM TO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) SPECIFICATION 9-03.12 (2) (GRAVEL BACKFILL FOR WALLS). THE EXISTING FILL OBSERVED BENEATH THE EXISTING BUILDING IS SUITABLE FOR RE -USE AS STRUCTURAL FILL. 2. FOR WET WEATHER EARTHWORK, IMPORTED FILL SHALL CONSIST OF GRANULAR MATERIAL WITH LESS THAN 5 PERCENT FINES. MATERIAL GENERALLY CONFORMING TO WSDOT SPECIFICATION 9-03.12 (2) IS SUITABLE FOR USE AS IMPORT STRUCTURAL FILL MATERIAL DURING PERIODS OF WET WEATHER. 3. SUBGRADE SOIL SHALL BE PROOF -ROLLED WITH HEAVY RUBBER -TIRED EQUIPMENT AND/OR PROBED WITH A 1/2-INCH STEEL ROD, AS NECESSARY. IF SOFT OR OTHERWISE UNSUITABLE AREAS ARE REVEALED DURING PROOF -ROLLING OR PROBING, THE SUBGRADE SOILS SHALL BE SCARIFIED, AERATED, AND RECOMPACTED, OR THE UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL AS NEEDED. 4. STRUCTURAL FILL SHALL BE WELL -GRADED SAND AND GRAVEL WITH A MAXIMUM PARTICLE SIZE OF 4 INCHES AND LESS THAN 5 PERCENT FINES BY WEIGHT. 5. STRUCTURAL FILL PLACED ON A PREPARED SUBGRADE AND COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (MDD) DETERMINED BY ASTM INTERNATIONAL (ASTM) TEST METHOD D 1557 (MODIFIED PROCTOR) EXCEPT IN UTILITY TRENCHES. 6. IN PAVEMENT AREAS, TRENCH BACKFILL SHALL BE UNIFORMLY COMPACTED IN HORIZONTAL LIFTS TO AT LEAST 95 PERCENT OF THE MDD IN THE UPPER 2 FEET BELOW SUBGRADE. FILL PLACED BELOW A DEPTH OF 2 FEET FROM SUBGRADE SHALL BE COMPACTED TO AT LEAST 90 PERCENT OF THE MDD. 7. CRUSHED SURFACING BASE COURSE SHALL CONSIST OF SAND AND GRAVEL WITH A MAXIMUM PARTICLE SIZE OF 1 INCH AND LESS THAN 5 PERCENT FINES BY WEIGHT AND HAVE A MINIMUM OF ONE FRACTURED FACE. MATERIAL USED FOR CRUSHED SURFACING BASE COURSE SHALL GENERALLY CONFORM TO WSDOT SPECIFICATION 9-03.9 (3). 8. GRAVEL SUBBASE SHALL CONSIST OF WELL -GRADED SAND AND GRAVEL WITH A MAXIMUM PARTICLE SIZE OF 4 INCHES AND LESS THAN 5 PERCENT FINES BY WEIGHT. 9. PERMANENT CUT AND FILL SLOPES SHALL BE CONSTRUCTED AT A MAXIMUM INCLINATION OF 2H:1 V. PERMIT NO. 12-105369—EN CITY OF APPROVAL DATE : SIGNATURE : SEE CONIINUATION AT HIGHT A PORTION OF THE NW 1 /4 OF SECTION 16, TWP. 1 N. RGE. 4 E., W.M. 71 v o v o v'.. V.: v .. V.v. vo ��.a., EXISTING BUILDING (TYP) EXISTING BUILDING (TYP) a :.. o a o .a o v v d o v d o v d- v d- v p ....a ° .�. d o PROPOSED BUILDING (TYP) ° v ... v v'... V. ' v'.'.. V. : v'.'.. V. v"... V. o v v a v. a . ° v. ` . a . v. ° AREA OF POSSIBLE REVISED v v a 16 sq. ft. OF EXISTING CENTURY THEATER o .o ...o. a :. o .o �. a d o LANDSCAPING (TYP). VINES AND VINE SUPPORTS TO SE REINSTALLED PER ) �r�-F / `J LANDSCAPING t0 SE REMOVED. o 0 0 0 o ARCHITECT'S LOCATIONS. KOHL'S o.o.o J r I�� r u r � 13 sq. ft. OF EXISTING o �' ° -r 1 r r� r CENTURY THEATER LANDSCAPING t0 SE o'9 . ' 7 FINISH FLOOR ELEVATION = 416.34 r ®,� ,. ®®®� ° V ° a TYPE I PERIMETER LANDSCAPE ,-r REMOVED. o v'.. V. ° ° ' . V. °' o . a. ° o MODIFICATION AREA. FENCING AND GATE o . d: o o . o .o .o .a.ROLLING V. . VINE SUPPORT- TYPICAL /— LIMIT OF PROPOSED LANDSCAPING (TYP) 1. a : ARCHITECTURAL PLDANS FOR GE DETAIL. .. sy " � IIIIII jllllll il� I , a LL J F� 3 52 sq. , L. 3,847 total sq. ft. LIMIT OF SPA TRANSMISSION LINE EASEMENT- PROPOSED SHRU58 WITHIN EASEMENT ARE 24" MIN. HEIGHT At THE TIME OF PLANTING. y54 sq. TT. 0-0-0-0-0-0 n SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 20' 10' 0 20' 40' EXISTING CENTURY o 0 THEATER LANDSCAPING. o 0 p_ a v v` v .a. v o 0 318 sq. ft. OF EXISTIN ° CENTURY THEATER 0 o v LANDSCAPING TO BE v. REMOVED. KOHL'S v o V. V� o Q may. I-o 0 0 0 0 0 0"7- w 1011.�-4, of _0 °00000 ODDO :,d O°O°O°O° 00 O — — — — — — — — — — — — — — — — — — — — APPROVED LANDSCAi =AL= r 1:6 PROPERTY LINE, WITHIN SPA EASEMENT, AND WITHIN AREA SHOWN SHALL SE INSTALLED PRIOR TO CERTIFICATE OF S. 324TH STREET ®� OCCUPANCY r r 1\1 rJ —IFZY o.Q. a v NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. NOTE: PERMANENT IRRIGATION SHALL BE PROVIDED TO ALL NEW LANDSCAPE AREAS INCLUDING BUILDING FOUNDATION PLANTINGS AND VINES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NO. 12-105369—EN CITY OF FEDIEDWgU AM7ED APPROVAL DATE : JAN 17 2013 CITY OF FEDERAL WAY CDS SIGNATURE : F2EVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL ESM 2011 O6 23 1 PER CITY COMMENTS ESM 2012 01 13 2 COND. OF BLDG. PERMIT ESM 2012/02/15 3 PER CITY COMMENTS ESM 2012 12 13 STATE OF a WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 M O N U t0 0 N � J cor11N U o'0o N rn GI r nu') rn c 04 -�r L L- c Q 3 v o LL1 wOfw L vv c c /z w w J .J V - z W o a C'3 voco E z U) c o CC �m E 'm 0 v7� ��U� U co �0c: 0 zcl)-o 0 •V — c0 :1 E r 0, 3 ` .L O WV 3 Ud z O 8 z Q 3 W W 0- 0 rr z a. � g W U _I a W = o O z � g O U r Q Q Q Q WLd 3 o W L- LL- O JOB NO.: 1064-014-001 DWG. NAME: 11-1 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 2013-01-02 DATE OF PRINT: L1.1 2 OF 3 SHEETS REVISIONS 0 0 t 11 on I N E M N N r2 �o N 00 / \ E \ i o P LA N T L E G E N D ALL PROPOSED PLANT SPECIES ARE DROUGHT-OLERANT PER FWCC 19.125.0-10(1) SYMBOL BOTANICAL / COMMON NAME SIZE QUANTITY COMMENTS ACER SACCHARUM 'BARRETT COLE' / 1-1/2" CAL. DWARF COLUMNAR SUGAR MAPLE 6' MIN. HT. STYRAX JAPONICA / JAPANESE SNOWBELL 1-1/2" CAL. THUJA OCCIDENTALIS 'EMERALD GREEN' / 6' HT. EMERALD GREEN ARBORVITAE 9 FULL, MATCHED, 5415 IF QUERCUS RUBRA / RED OAK 1-3/4" CAL. 34 y s i ACER CIRCINATUM / VINE MAPLE 6' MIN, HT., 4 5 CANE MIN p y ° CHIONANTHUS RETUSUS / CHINESE FRINGE TREE 1—I/2" CAL. 3 PILAUS MUGO 'MUGO' / DWAIRF MUGO PINE 2 GALLON 59 PICEA ABIES 'NIDIFORMIS' / 51RD'5 NEST SPRUCE 2 GAL' -ON 225 ® BERBERIS THUNBERGII 'CRIMSON PYGMY'/ 2 GALLON 163 JAPANESE BARBERRY — ILEX CRENATA 'CONVEXA' / JAPANESE HOLLY 2 GALLON 41 ® LAVENDULA ANGUSTIFOLIA 'MUNSTEAD' / . 5 GALLON 65 MUNSTEAD ENGLISH LAVENDAR RHODODENDRON 'PJM' 5 GALLON li AZALEA 'HINO CRIMSON' 2 GALLON 46 PHORMIUM TENAX 'TINY TIGER' / DW. NZ FLAX 5 GALLON 4 Q—vIeURNUM DAVIDII / DAVID'S VIBURNUM i GALLON 15 0 FULL, MATCHED, 545 FULL, DENSE, 545 FULL, BALANCED BRANCHING, 545 FULL, MULTI -STEM, 545 FULL, MATCHED, B 4B FULL, 24" MIN„ 48" O.G. FULL, 24" MIN., 36" O.C. FULL, 24" MIN., 36" O.C. FULL, 30" MIN. MATCHED HEIGHT, a 36" O.C. FULL, 30" MIN., 40" O.C. FULL, 24" MIN., 46" O.C. FULL, 24' MIN., 36" O.G. COMPACT VAR. FULL, VIGOROUS 0 0 0 o ARCTOSTAPHYLOS UVA-UR5I / KINNIKINNICK I GALLON AS REQ. SPACING 6 24" O.G. TRIANGULAR- THROUGHOUT VINES: SOUTH AND WEST FACING- I GALLON AS REQ. FULL, VIGOROUS AKEBIA QUINATA / FIVELEAF AKEBIA PLANTED 12" O.C. ON ALL VINE SUPPORTS EAST FACING - CLEMATIS ARMANDII / EV. CLEMATIS, UNDERPLANT WITH ARCTOSTAPHYLOS UVA-URSI AS SPECIFIED ABOVE IN ALL PLANTERS. CANVAS WEB OR RUBBER TREE TIE .. RE_.- TREE STAKE (2 TYP) PIPE, UJITH DRAIN ROCK WOOD SIDEWALK ROOT BARRIER — (TYP., BOTH SIDES) BACKFILL WITH CLEAN/ NATIVE SOIL 1'-6" MIN. REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL ADD 3" WATERING RING MIN. 2X ROOT BALL FIRM NATIVE SOIL TREE PLANTING DETAIL (PER CITY OF FEDERAL WAY) NOT TO SCALE NOTES: PLANTING: 1. DIG HOLE 2-3 TIMES THE WIDTH OF THE ROOT BALL AND AS DEEP AS THE ROOT BALL. DO NOT MAKE HOLE DEEPER THAN ROOT BALL. 2. REMOVE CONTAINERS, BIODEGRADABLE POTS, SYNTHETIC OR TREATED BURLAP, WIRE, TWINE, OR ROPES. LEAVE NATURAL BURLAP IN PLACE AND FOLD BACK. LOOSEN THE ROOTS AND SPREAD OR CUT CIRCLING ROOTS. 3. PLACE TOP OF ROOT BALL EVEN WITH OR SLIGHTLY HIGHER THAN SOIL GRADE ON FIRM SOIL. DO NOT ADD SOIL AMENDMENTS OR GRAVEL UNLESS APPROVED BY PUBLIC WORKS DIRECTOR 4. INSTALL 4"X 24" PERFORATED DRAIN PIPE, FILL WITH DRAIN ROCK. PIPE SHALL NOT EXTEND MORE THAN 1/2 ABOVE FINISH GRADE. 5. BACK FILL WITH CLEAN NATIVE SOIL. FIRM SOIL AROUND THE ROOT BALL, WATER SLOWLY AND THOROUGHLY. 6. MULCH AROUND TREE WITH 2-4" WOOD-CHiP MULCH. DO NOT PLACE MULCH NEXT TO TRUNK - ROOT BARRIER: 1. ROOT BARRIER SHALL BE RIGID HIGH IMPACT POLYPROPYLENE TREATED WITH UV INHIBITORS, MINIMUM 18" HEIGHT, WITH 1/2" RAISED VERTICAL RIBS 6" ON CENTER, OR APPROVED EQUAL. 2. INSTALL ROOT BARRIER IN CONTINUOUS 24' STRIP, CENTERED ON TREE, NEXT TO SIDEWALK AND CURB ACCORDING TO MANUFACTURER'S DIRECTIONS. EXPOSED EDGE SHALL NOT EXTEND MORE THAN 1/2" ABOVE FINISHED GRADE. STAKING: 1. USE 2, 1-1/2" BY 8'-O" REBAR TREE STAKES. DO NOT DRIVE STAKE THROUGH ROOT BALL. 2. ATTACH TREE TO STAKE WITH CANVAS WES BELTING OR RUBBER, USING A FIGURE-5 FORMATION. TAGS: 1. REMOVE TAGS AFTER INSPECTION, PLANT V HIGHER IN NURSERY FINISH GRADE- �1 6" COLUMNAR TREES ADDED TO SOUTH PLANTERS PER CONDITION 02 OF LAND USE APPROVAL PLANT MATERIAL CONTAINER SIZE INCREASED PER CONDITION 02 OF LAND USE APPROVAL PLANT MATERIAL CONTAINER SIZE INCREASED PER CITY OF FEDERAL WAY CONDITION OF BUILDING PERMIT AND PER CONDITION n OF LAND USE APPROVAL SOUTH AND WEST FACING VINES HAVE BEEN OMITTED PER CITY OF FEDERAL WAY CONDITION OF BUILDING PERMIT PRUNE DISEASED AND BROKEN BRANCHES REMOVE •- 1/3 • BURLAP 4� i l _ DEPTH FINE 1GRADE eAR< MULCH FERTILIZER TABLETS �1 �. AMEND • IL WITH _TW 3-WAY MIX TOPSOIL COMPACT AND WATER T140ROJGHLY FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH _ SHRUB PLANTING DETAIL NOT TO SCALE EQUAL SPACING 1/2 DIA, OF: PLANT OR • ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUND O ER SPACING DETAIL NOT TO SCALE 4 I tu E PARKING LOT LANDSCAPE AREA CALCULATIONS PER FWCC SECTION 19.125.070(2)(a)(B): TWENTY TWO SQUAB: FEET OF INTERIOR LOT LANDSCAPING PER PARKING SPACE MUST BE PROVIDED IN ACCORDANCE WITHFWCC SECTION 19.125.010, "PARKING LOT LANDSCAPING". TOTAL NUMBER OF PARKING STALLS WITHIN LIMITS OF PROPOSED LANDSCAPING = 209 TOTAL SQUARE FOCAGE OF INTERIOR PARKING LOT LANDSCAPING NEEDED = /o,356 SF (289 STALLS X 22 Sl / PARKING STALL) TOTAL SQUARE FOCAGE OF INTERIOR PARKING LOT LANDSCAPING SHOWN= 8,653 SF TOTAL SQUARE FOCAGE PER PARKING STALL SHOWN= 30 SF LAN D SCAP NOTES I. DO NOT DIG BEFCPE LOCATING UTILITIES. 2. SUBGRADES, INCLIDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUPPLEMENTAL TOPSOIL SHALL BE A TYPICAL 3-WAY MIX WITH ORGANICS. 4. APPLY 4" DEPTHFINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, REflN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH, 5. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORSEEN FIELD CONDITIONS TO THEATTENTION OF THE LANDSCAPE ARCHITECT. 6. LANDSCAPE ARCHITECT MAY ALIJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. -1. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. S. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 11. ALL MASS PLANTERS SHALL HAVE TRIANGULAR SPACING. 12. GROUNDCOVER 16IALL BE PLANTED THROUGHOUT ALL PLANTING BEDS AT SPECIFIED SPACING. 13. SPECIFIED PLAN' SPACING, IF PROVIDED, SUPERCEDES SYMBOLS SHOWN ON PLANS. 14. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 15. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS MINIMUM 12". 16. DECIDUOUS TREES WITHIN INTERIOR VEHICLE USE AREAS SHALL BE MAINTAINED WITH THE LOWEST BRANCHES AT A MIIIMUM OF S' DISTANCE FROM THE GROUND. S. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 10. TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEAL N. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL. 11. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER 5�E 5HF=E T L-I IRE VINE SUPPORT DETAIL NO SCALE 3/6" X 8" LAG BOLT WITH WASHER EACH SIDE OF WIRE, ALL FOUR CORNERS. WRAP WIRE AROUND LAG AND SECURE TO WALL. LAG ATTACHMENTS TO WALL TO OCCUR EVERY 4 FEET ALONG ENTIRE LENGTH. *9 STAINLESS STEEL WIRE- BOTH WAYS. SECURE GRID WITH O11 CROSS TIES AT EACH JUNCTION- TYPICAL. TOP, BOTTOM AND SIDES TO BE FOLDED OVER, CRIMPED AND CLIPPED OFF AT CROSS TIE - TYPICAL NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. NOTE: PERMANENT IRRIGATION SHALL BE PROVIDED TO ALL NEW LANDSCAPE AREAS INCLUDING BUILDING FOUNDATION PLANTINGS AND VINES. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : ■ ■ NO.1 DESCRIPTION/DATE I BY 0 1 FIRST SUBMITTAL I ESM i M REVISIONS NO.1 DESCRIPTION/DATE I BY y O 0 TALL d ,,-. S -"-- 64 r r N rJRY TA.E:,/\T r R EXISTING BUILDING (TYP) _w_ W r+n w SCALE: 1 " = 50' 50' 25' 0 50' 100, CATCH BASIN TYPE 1 PROPOSED WATER \N EXISTING WATER -------- — EXISTING 60" WATER EXISTING SEWER S- EXISTING STORM D ---G---- EXISTING GAS P EXISTING POWER f, HEAVY PAVEMENT AREA PER DETAIL SHEET C7.0 CONCRETE PAVING ASPHALT PAVING CRACK FILL, SLURRY SEAL COAT AND RE —STRIPE WHERE NECESSARY ®TES: 1. "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. 2. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY \ OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT INFORMATION AND HAS BASED THEIR — DESIGN ON THAT INFORMATION. 3. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET / SOUND ENERGY AND/OR BONNEVILLE POWER ADMINISTRATION. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. 4. CONSTRUCTION IS WITHIN THE VICINITY OF A TACOMA PUBLIC UTILITIES TRANSMISSION MAIN LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TACOMA PUBLIC UTILITIES. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE / CONTRACTORS RESPONSIBILITY. PERMIT NO. 12-105369-EN CITY OF FEDERAL WAY RESUBMITTED APPROVAL DATE : SIGNATURE : CITY OF FEDERAI WAY \® l 0 0 3 OF 1 2 SHEETS zz s — -- _� scc X/, S S s w -- w -- __! wiE:, —` MATCH EXISTING CURB ELEV=414.78 TRASH ENCLOSURE - PER ARCHITECTURAL PLANS. 0 LIMITS OF CONSTRUCTION f SEE SHEET C4.) FOR CONTINUATION —P P ___P �P -- -- P - w _— w P P-- P PwP P--_ G------- G —-- -- — _ U _ _ off° �j� ^�--,,fC.B. #6, TYPE 1 T.G. = 415.07 I.E. = 413.06, 12" 0 (W) 415.46(FL) 415.63(FL)` 415.59(FL) 4 415.34(17L) e _1.37% _ 12" 0 DI SD / s MATCH EXISTING )% �-' I CURB ELEV=416.25 SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 Emil Eq 20' 10' 0 20' 40' LEGEND 0 my:----® CATCH BASIN TYPE 1 �f-" s= PROPOSED WATER W------ EXISTING WATER ------- EXISTING 60" WATER S EXISTING SEWER D EXISTING STORM --G--- EXISTING GAS P— EXISTING POWER ®®®®® SAWCUT R- RIDGE LINE 416.16 PROPOSED F.G. ELEVATION (TC= TOP OF CURB) f7.. v. . v.. v v.. v.. o. d.ov .d.00 CONCRETE PAVING oaoa ER/ DEVELOPER STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 BASIS OF BEARING HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTES: 1. "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. 2. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT INFORMATION AND HAS BASED THEIR DESIGN ON THAT INFORMATION. 3. CONTRACTOR TO RAISE ALL EXISTING STRUCTURE RIMS TO THE NEW FINISHED GRADE ELEVATIONS. 4. CONTRACTOR TO VERIFY EXISTING DIAMETER, PIPE TYPE, SLOPE, CONDITION, LENGTH & HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. CONTRACTOR TO TV EXISTING STORM DRAIN PIPE TO REMAIN WITHIN CONSTRUCTION LIMITS. 6. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY AND/OR BONNEVILLE POWER ADMINISTRATION. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. 7. CONSTRUCTION IS WITHIN THE VICINITY OF A TACOMA PUBLIC UTILITIES TRANSMISSION MAIN LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TACOMA PUBLIC UTILITIES. ALL COST ASSOCIATED WITH ANY REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION TO WORK WITHIN THESE AREAS ARE THE CONTRACTORS RESPONSIBILITY. PERMIT N0. 12-105369—EN CITY OF FEDERAL WAY RESUBMITTED APPROVAL DATE : SIGNATURE : CITY OF FEDERAL WAY C.1 8 OF 1 2 SHEETS REVISIONS Xl le 4v r op �SHADED AREA NOT INCLUDED 5ENCH, BIKE RACK 4 TRASH RECEPTACLE. EXISTING 5UILDING (TYP) REVISED PLANTERS AND LAND5CAPIW3 PER CITY OF FEDERAL WAY SUILDINCx PERMIT CONDITION rJ— rrJr ��J��Jr ALL PLANTERS AGAINST BUILDINGS TO — HAVE VINE SUPPORTS (TYP.)- SEE SHEET L12 FOR SUPPORT DETAIL AND VINE SPECIES ' f .r '. OF THE i I 4 I SECTION 6 N 1. 4 N 699 q. ft., NO SHADED AREA NOT INCLUDED WIN 144 sq. ft./ 189 sq. ft. 345 sq. ft./ .16p Qn ft Xot 4,806 totes 205 sq. ft. 58 sq. ft. 0 J SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 20' 10, 0 20' 40' PEDESTRIAN CROSSING- TVP. 8 LIMIT OF PROPOSED LANDSCAPING (TYP) 92 sq. ft. 580 sq. ft. PREVIOUSLY STRIPED PARKING ISLAND k TO SE LANDSCAPED PER CITY OF FEDERAL WAY SUILDING PERMIT CONDITION v 2y O J 8 a 8 Gl 0 b ? t^ 233 sq. ft. 137 sq. ft. RELOCATED BENCHES , ND TREES v ..v v v v: 7 v . v o v v o V. v... v v V v V. v'.-. V. v.'..v v...v' v.'..v v v o v v o v v '7 vi_I p d :. v v a v. v. v v v v v V v v v v v v v dam. v ^', ♦ 1 fps., ®• pri'llt., I'll" ♦ \a �,Aa�i� 63as i,� \ t,�t Ca'K ` i .ram • \ �' f�' � i. �+ '� - - �-F (J�1'i�'• ® i 1 t�in°.s_�`� j j \, r�` $der.... / q 14, ` ♦ I I I �_ i �: `GII. 'I ,N I� ♦ (♦r 4r �f V.l 1P if 1 1f ♦ 1r lr ♦ ♦ ♦ ♦ _ ♦ V ♦ ♦ ♦ 17 ♦ . • ♦ _ ♦ _ ♦?i ,s.` ♦ ♦ ♦ ♦ ♦ _ ♦ _ 17 Ell ♦ I: z i NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. NOTE: PERMANENT IRRIGATION SHALL BE PROVIDED TO ALL NEW LANDSCAPE AREAS INCLUDING BUILDING FOUNDATION PLANTINGS AND VINES. PERMIT NO. 12-105369—EN CITY OF FED R L. WAY It (jID APPROVAL DATE : JAN 11 Cl-ry OF FEDERAL WAY NO.1 DESCRIPTION/DATE i BY 0 1 FIRST SUBMITTAL IESM L1.0 1 OF 3 SHEETS SIGNATURE :