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19-103604 (2)DocuSign Envelope ID: FB30DF64-34C1-48A4-B2EE-BC244EBCF538 4/D/ 1 -MAC r D 215465-0170 0)o C (V W 00 00 N E \ W N i o L I A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON CONSTRUCTION PLANS FOR DAVITA BUSINESS OFFICE Jl ( CO PCB ATE FAR E 1 �Q 62104-9056 g I J i J i OFFICE PARK I � j L D -r r 215465-0060 \ I a - Vicinity Map cii S.W. 320th ST. S. 320th ST, Q SITE oN ui S. 330th ST n 0 0 h k o .0 S. 336th ST. o 8 ovi j S. 344TH WAY h w` �v S. 348th ST. ON F m S. 349th ST g (� Y 00 Li N Q SHEET INDEX: SHEET NO. DRAWING NO. DESCRIPTION 1 ST-01 SITE PLAN 2 EX-01 EXISTING CONDITIONS & DEMOLITION PLAN 3 GR-01 GRADING & T.E.S.C. PLAN 4 GR-02 GRADING & PAVING PLAN 5 RD-01 PARKING & PAVING PLAN 6 DT-01 DETAILS & NOTES 7 LA-01 LANDSCAPE PLAN LEGAL DESCRIPTION EAST CAMPUS CORP PARK PAR 1-BSP DEVELOPMENT STANDARDS S 323 R D ST - GROSS SITE AREA: 448,114 S.F. (10.29 AC.) (PUBLIC RIGHT OF WAY) RIGHT-OF-WAY DEDICATION: N/A - - ---- PUBLIC PURPOSED LANDS: N/A NET SITE AREA: 448,114 S.F. (10.29 AC.) i --- � I 41Lc — _-- 25' TEMPORARY CONSTRUCTION 215465-0110— EASEMENT (TYP.) J , `� j x OFFICE PARK i y� SEE EAST CAMPUS OFFICE PARK CONSTRUCTION PLANS J RELOCATED, SEE EAST CAMPUS / OFFICE PARK LAKEHAVEN if - SITE DATA & PROJECT STATISTICS KING COUNTY TAX NO.: 215465-0080 SITE AREA: 10.29 AC BUILDING GROSS AREA: 225,201 SF Si' 0MVAL ZONING: OP-1 (FWCC 1994) t r /' ?,3&®y-U USE: OFFICE SPACE,plio `By. � r-.:......—.... —. �..,......r ...�... EXISTING STALL COUNT: 579 4t t ;c:oh ,`- i`r r 0 if-, irrir..r rr er. hN r REMOVED PARKING STALL = 144� NEW/REPLACED IMPERVIOUS AREA: 2,495 S.F. NEW PERVIOUS AREA. 710 SF NET NEW/REPLACED IMPERVIOUS AREA: 1,785 SF PROJECT CONTACTS: OWNER GENESIS KC DEVELOPMENT, LLC ARTHUR RICHEY 62455 VICTOR AVE TULSA, OK 74136 RECEIVED (918) 810-3700 JUL 2 6 2019 CIVIL ENGINEER/SURVEYOR ESM CONSULTING ENGINEERS CrrY OF FEDERAL WAY LAURA BARTENHAGEN, PE, LEED AP COMMUNITY DEVELOPMENT 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 , (253) 838-6113 LANDSCAPE ARCHITECT , ESM CONSULTING ENGINEERS LEANNE KUHLMAN 33400 8TH AVE S SUITE #205 Know what's below. FEDERAL WAY, WA 98003 (253) 838-61 13 Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : REVISIONS NO. DESCRIPTION/DATE BY G e BAft S WA3y�Nc;y,9C 40111 �FSS ON L 2/28/2019 toO U 0) v 00 N r%� n v� -C �, L- Q cn a 'C C- W W ® � ow _o v 'v z �w JJ Z L0 0 W N In 41 0 do z(nrn C N Z Q �' Cl) �0 Q ttS O 0 � 3 co C: Zo � �1 J n- o ot - 8 'U UcoU. 3 ` 3 C �rno C W� Ua z 0 c� z 2 3 W .J -- J U. I— LL z 0 W 2 C/) CL o W J jjj z W � > z 0— W 0 '— C/) w ~ U 7.) V) VJ W I "' Z —' W > Q r5 rw 0 w LL. LL- O U JOB NO.: 1884-001-015 DWG. NAME: ST-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 02/28/2019 DATE OF PRINT: ST-01 1 OF 7 SHEETS )ocuSign Envelope ID: FB30DF64-34C1-48A4-B2EE-BC244EBCF538 L J r A 1 1: A PORTION OF NW 1 /4 OF SECTION 15 AND THE NE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON ♦,.. �� _ - - - - EXISTING 13" DBH BIRCH TREE TO BE -- - - - - ---REMOVED 30' EX. PUBLIC WATER EASEMENT 0 0 / co co co 0)o N N / 00 00 N (Up N w / a o i, a I ----------------FM -----� I V 1-/\. 1 1\1 VnI L J I VI\IVI DRAINAGE EASEMENT PLANT 1" HIGHER - THAN IN NURSERY 2x ;:: �.�!\\ �•• mac: �� %•' MIMI WI PRUNE DISEASED AND BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH FINE GRADE BARK MULCH FINISH GRADE FERTILIZER TABLETS (4-21 GRAM-20-10-5) AMEND NATIVE SOIL WITH 611 DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 2" MAX. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND = X INSTALL "TREE BOOT" OR p "ARBORGARD" IN LAWN AREAS. +- PLANT TREE P-2" HIGHER — N THAN IN NURSERY WATERING BASIN Fl SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 35ER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE 4 WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE 4 TOP 1/3 OF BURLAP, 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) BAST CAMPUS OFFICE PARK ��\\��'\�\\\ AMEND NATIVE SOIL W/ ' �' ,A•: %�\\ 611 DEPTH 3-WAY MIX PLANTING SOIL //�' - ' `/�� ` SCARIFY PLANTING PIT �� SIDES AND BOTTOM REFER TO SEPARATE LANDSCAPE PLANS UNDISTURBED GROUND//��//�'.. •`.`,�>:` //�//� 'x -'�' 611 DEEP, FIRM, NATIVE „ 12 MIN. FOR WOOD SOIL MOUND STAKES 4 18" FOR REBAR 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 811x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE LANDSCAPE NOTES 1. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT PURSUANT TO FWCC SECTION 22-164(m). 2. LANDSCAPE AREAS WHERE NEW TREES ARE PLANTED SHALL BE COVERED WITH AT LEAST TWO INCHES OF MULCH TO MINIMIZE EVAPORATION PURSUANT TO FWCC SECTION 22-164(n) 3. SOIL IN PARKING LOT LANDSCAPED AREAS MUST BE NON -COMPACTED TO A DEPTH OF 18 INCHES PRIOR TO PLANTING OF ANY SHRUBS, TREES, OR GROUND COVERS PURSUANT TO FWCC SECTION 22-164(y). j,AN SCANE PLAN APPROV Apppovoa ay: PLANT LEGEND (N= NATIVE PLANT SPECIES, DT = DROUGHT TOLERANT PLANT SPECIES, TREE RESTORATION PER IVB4 FWCC 22-10135 N PT SYMBOL M BOTANICAL / COMMON NAME Acer sp. / MAPLE SIZE QUANTITY 5" CAL, I COMMENTS FULL, MATCH VAR. TO (REPLACEMENT TREE SAME SPECIES AS TREE TO BE REMOVED) EXISTING, 5415 B Betula jacquemontii / JACQUEMONTI BIRCH 5" CAL. i FULL, B45 (REPLACEMENT TREE SAME SPECIES AS TREE TO BE REMOVED) AL Spiraea betulifolia 'lucida' / WHITE SPIRAEA Mahonia nervosa / LOW OREGON GRAPE Polystichum munitum / WESTERN SWORD FERN 5 GALLON 5 5 GALLON 8 2 GALLON 10 MINIMUM 24" HEIGHT MINIMUM 24" HEIGHT MINIMUM 12" HEIGHT -sL REVISIONS NO. DESCRIPTION/DATE BY 02-29-2019 STATE OF WASHINGTON REGISTERED NDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 �0 U mco —1 00 r- 00 N -r M v� -c 0) L Q /� co � 3 c o a a 0 LU W ® aW v cv c z Iwi W J J 0 ZLO O N wN O *' O � 0 COCO c a) Z °' c c" � CO =Qcz O (f) 4- CD .c � U c o Z O 1- -; J - 0 It � _ .0 U co Ii E U N o, 3 � 3 0 rn3: c W U .= U� Z 0 6 Z_ N w c� U J H z 0 w � U z 0 S -� W °- w w w C) Q U) 0 U z VJ VJ w I- z w Q J Q W Ld Lt- LL- 0 U JOB NO.: 1884-001-015 DWG. NAME: LA-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 02/28/2019 DATE OF PRINT: LA-01 7 OF / SHEETS DocuSign Envelope ID: FB30DF64-34CI-48A4-B2EE-BC244EBCF538 = �m ��«����«�����������x�������Ko���������������»��������Ux���� T. R. �� W.M.����»����� ��K�^���� v-� PORTION n uv~�o^o �~�o x`m�� o��� �~�u SECTION o"~�"n`m n�� x-�n»ou�v THE u�~ n,w�~ x��� v~�^x SECTION n�.�n,m o��, n . �_ o n`m., u�u. �n ��., ��xw'o�"^no~mx^� COUNTY, x , �������"�nu vuu~u^~� n ^_�n"m / / / ������U ��^ �� �� �K��« illj /� ��~~'^-«�~�~. » _�~� //"T 3 / / . � /' / « -' � 40 30 O 40 80 CONTOUR INTERVAL = 2. It � « DATUM: �� �� �� �� ���� �°^~" ��u�o. o�.~.�.�.��. ��~" � . ' � ' \ | /`)�� �� ` / /' / / ' / c�~ � / \ ���/ � � / , � / / � / / \ ' @�--' -- "--7^ -`- " -T- " �-- ` / ` / ' u^ / » / 21�455-DO�� rl'" F11 LEGEND u_u_����xm�� EX. CURB AND ASPHALT TO BE REMOVED EX. TREE TO BE REMOVED riEX.TREETO BE PROTECTED/PRESERVED -cr INFORMATION SIGN SANITARY SEWER MANHOLE @ STORM DRAIN MANHOLE 215465-0140 0� STORM DRAIN CATCH BASIN STORM YARD DRAIN -00 STORM CL[ANOUT v SS CLEANOUT STORM CULVERT GATE END Irr GAS MARKER POST A 0BASIS OF BEARING cQ GAS VALVE A BEARING OF N 89'15'51 " E ALONG THE CENTER LINE OF S TP:B: x- ( - Pt- GUY ANCHOR ELECTRICAL METER �� ELECTRICAL VAULT WASHINGTON COORDINATE SYSTEM (WCS) DRAINAGE EASEMENT NORTH ZONE (BASED F-7 POWER JUNCTION BOX UPON NAD 83\11) UTILIZING THE WASHINGTON STATE REFERENCE 15' EX. PUBLIC SANITARY------- NT POWER POLE 15 VERTICAL DATUM '1� S32 P0WER POLE WITH DROP LINE m (PUBLIC RIGHT OF WAY)' Oi NGVD 29 ELEVATIONS REFERENCED TO SEWER EASEMENT D f�- POWER POLE WITH LIGHT �� POWER POLE WITH TRANSFORMER IN PLACE EX. HYDRANT ELEVATION [�] POWER VAULT LUMINARY WITH ARM LUMINARY �� LANDSCAPE LIGHT T-- PRESERVE AND I PROTECT IN PLACE Ul TELEPHONE MARKER POST 0 TELEPHONE JUNCTION BOX RE o TELEPHONE RISER TELEPHONE MANHOLE �5-011O \ | �^ WATER HOSE BIB `— —17 WATER BLOW OFF ' mmmmm I I :�T I 'V`1— 4,— FIRE HYDRANT 215465-0080 . /CO UTILITY VAULT CD ' _--- EH WATER METER /_ � WATER VALVE r~ '� / / �� ~~�' �� ,/' �� WATER |RR|G CONTROL VALVE /�' '~ -- ~''~ / < / �� �� ----------p--------' POWER LINE UNDERGROUND / '�{ / K \ ���� � m �_ ` ----_----r--------- TELEPHONE UNDERGROUND ' ---------w--------- WATER UNDERGROUND _7 \ ---------o---_------ STORM UNDERGROUND � \ ---- -45�� \` \ ---------u--------- SANITARY SEWER LINE UNDERGROUND A/ T TO �E � \ \ ' ' - �- _�- - ,`-` \ ./ o GAS LINE UNDERGROUND 3FF FAST \� /_^' �_-450-_-------------- �4 CAMPUS OFFICE PARK `' FENCE CHA|NL|Nn LAKEHAVEN WATER PLANS��- ' / \ ' ^`. <// � -�� w --� ----'w LJ LJ GUARD RAIL PRESERVE AND PROTECT X FENCE. WIRE IN PLACE EX. HYDRANT / *f �~ ' ' 7 /^ - �� / / / / �� /' ------O-_----- OVERHEAD POWER UNES y / -- ---- --__-- ----' ----��� / �r // / / 8 �� /000=0= ROCKERY �]��Jk�|T N/� / / u `w/ / / / v�/, » // ���T�/ /�� ��Fl�C)�| ��`�� CITY / ^�/ FEDERAL ,,r� / � APPROVAL O/glE � SIGNATURE : REVISIONS NO. DESCRIPTION/DATE BY 44 mc o CO co U. 00 w 0 W Ld .j W 0 w z C�3 U) w > LV < -j I Q LA- LL- JOB NO.: 1884-001-015 DWG. NAME: EX-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 02/28/2019 DATE OF 2 OF 7 SHEETS DocuSign Envelope ID: FB30DF64-34C1-48A4-B2EE-BC244EBCF538 A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON 0 \/ 458.55 t MATCH EXISTING N:117143.33 459.14 (SW) E:1278027.53 i� f ,.,.,.....� �"" "" 459.48 (SW) &,w.o* .■"- '■"" MATCH EXISTING -458.69 458.53--' 3.1 %...... 7.5% I n N:1 17137.34 458.66 458.56-- E:1278027.53 �� �,� 459.39 (SW) s MATCH EXISTING -459.12 (SW) 459.04 459.11 (SW) T PRESERVE AN PROTECT IN PLACE EXISTING ASPHALT PATH AND STRIPING (TYP.) 25' TEMPORARY CONSTRUCTION EASEMENT i T EXISTING CURB TO BE 458.81 o T MATCH EXISTING REMOVED (TYP.) I PRESERVE AND SAWCUT LIMITS (TYP.) I I R �� o PROTECT IN PLACE CONSTRUCTION LIMITS (TYP.) = - EX. FIRE HYDRANT \\\ I o - THREE (3) EXISTING 458.46 PARKING STALL TO I j l 458.40 MATCH EXISTING BE REMOVED MATCH EXISTING / � _ I ! 458.67 (SW) 458.04 457.52 N:117142.82 s MATCH EXISTING �" MATCH EXISTING / E:1278214.48 � /+ ,..,..c-� I 457.81 �`--------------� ram___ _-------- I 458.26 458.37 I I MATCH EXISTING \ 457.44 I i •i !.. !. . . 4 7 l... . 5 .87 8.2%. ................l.i.:. l.L ............... \ _� ............... 8.6� its . ... :.....................1...........l.L.... y l.... Q I 2.1%..... 457.98 457.90 I ..... ........ \7771--457.63 �� 457.28 458.66 (SW) 457.91 ( i 458 27 (SW) I 457.90 (SW) 458.63 MATCH EXISTING 457.88 MATCH EXISTING 458.45 MATCH EXISTING r N:117135.16 MATCH EXISTING --- - ---- ----- - I E:1278214.46 PRESERVE AND PROTECT o 457.52 MATCH EXISTING IN PLACE EXISTING EXTRUDED CURB, (TYP.) PRESERVE AND PROTECT i I I IN PLACE EXISTING EXTRUDED CURB, (TYP.) N:1 16907.95 E:1278027.53 459.16 MATCH EXISTING N:116901.92 E:1278027.53 459.05 MATCH EXISTING Q 0 0 3-a 0 0 0 00 00 00 0 a 0 I N g .. w ,-0) ®I I I l ❑ 41 00 CO INSTALL INLET PROTECTION (TYP) SEE J DETAIL ON SHEET DT-01 MATCH SIDEWALK ELEVATION ­I SEE "EAST CAMPUS OFFICE PARK" CONSTRUCTION PLANS B o 1 v i RI SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 6. CLEAR TO LIMITS SHOWN ON PLANS. 7. ROUGH GRADE PARKING AREA. 8. FINE GRADE FOR CURB AND GUTTER, SIDEWALK, PAVEMENT, AND LANDSCAPING. 9. INSTALL CURB , GUTTER AND SIDEWALK 10. PAVE PARKING AREA. 11. REMOVE SEDIMENT BARRIERS. 12. COMPLETE LANDSCAPING. 13. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 14. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS. 15. 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. 16. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 17. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 18. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE. a 25 TEMPORARY CONSTRUCTION EASEMENT , CONSTRUCTION LIMITS (TYP.) o INSTALL INLET PROTECTION (TYP) SEE I DETAIL ON SHEET DT-01 N:1 16910.35 j --- 458.76 ` 455.55 E:1278214.59 a MATCH EXISTING 454.94 MATCH EXISTING MATCH EX STING a �_ I 455.20 455.14 _ SAWCUT LIMITS TYP. MATCH EXISTING MATCH EXISTING j 458.66 456.25 (TYP.) MATCH EXISTING MATCH EXISTING 455.07 454.81 ` 458.60 ""' �•. MATCH EXISTING 4A4.87 MATCH EXISTING / .. MATCH EXISTING MATCH EXISTING ------------- I I 455.51 r I I r I a- 'J ............... I i i i I 455.03 I i I I ........ .. .... II 45I ... ......, I 108%......r il ........ I i I 1.I. � �...s o�I I ..455.30 MATCH SIDEWALK ELEVATI ON . .... . . .. . . (SW) ..............1.0% ..8.62 458.70 ............... t,...454.82 I SEE "EAST CAMPUS OFFICE ............ 8.3% ............ .. .... ........... ...... ... 6.0%.. ........... ..r ... . ....... PARK" CONSTRUCTION PLAN S i 459.01 (SW) 458.72 458.72 _ I t �_____.__ .. .... ... L ....... o _.-.n�_�. r.......... r `_-.- I 455.58 .... L_ I 8.0% ...... i L . .. . . .._............-......._ �. _ 454.83 v 459A7 SW 1 \ 455.06 454.81 458.75 ( ) 456.03 (SW) l...... a MATCH EXISTING i 455.06 455.53 (SW) 455.30 (SW) I ........ ! +• a 454.84 I ---- MATCH EXISTING MATCH EXISTING I I .... ... ... I .... i 458.65 /...� am... .�. �■. �� em� MATCH EXISTING 453.77 mown Q� PRESERVE AND -' ! MATCH EXISTING w w W PROTECT IN PLACE I 454.53 � D MATCH EXISTING D EX. FIRE HYDRANT i I D - D __ I N:116890.75 i a, EX. FIRE HYDRANT . SEE EA 0 BE D ❑ E:1278214.63 454.44 i CAMPUS OFFICE PARK LEGEND ( MATCH EXISTING ; - LAKEHAVEN WATER PLANS �� 17 �-457.06 ELEVATION AT FLOWLINE © I # TWO (2) EXISTING PARKING STALL AND � NOTE EXISTING CURB TO BE ONE (1) NO PARKING ZONE TO BE ��;I REMOVED. SEE "EAST CAMPUS OFFICE 457.06 (SW) ELEVATION AT SIDEWALK REMOVED (TYP.) 1. EXISTING TOPOGRAPHY FOR THE PARKING LOT WAS TAKEN ; , PARK" CONSTRUCTION PLANS FOR FROM "EAST CAMPUS CORPORATE PARK CAPITAL ONE" ----------------- EXISTING CURB TO BE REMOVED PARKING LOT CONNECTION AS -BUILT PLANS DATED 04/04/2000. I - - CLEARING LIMITS - I ~ i- - - - - - - - - SAWCUT LINE INLET PROTECTION li Q I R CEMENT CONCRETE SIDEWALK / P ✓ ASPHALT PAVEMENT NEW PERVIOUS AREA Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : REVISIONS NO. DESCRIPTION/DATE BY G; BAo ti 2 J. °OZ ,A 40111 �ss�ONAL 2/28/2019 - � o U � � -I OD N vv 2 Q fn ccFL a 'c o a WK W ® 3 ow w vv c c Z U- J J Z `n 0 CmW a)0 0 '0 00 c E zU)0) �0 _<C� O c N V �. Z0� °> J n. O 't '0 _ •v U Co LL E N c, 3 3 0-y 3 L EO 0)3: c W 0 U 0- Z 6 Z Q 3 W � U J J H �..r. 1 H z 0 W z 2 (/) 4� 0. Q- O W- -� Uj ' W z Ui > F-: W -' QC/) U z � V1 0 VJ W z W > Q V V < 3 J Uj W 0 W U- LL- U JOB NO.: 1884-001-015 DWG. NAME: GR-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 02/28/2019 DATE OF PRINT: G R-01 3 OF / SHEETS DocuSign Envelope ID: FB30DF64-34C1-48A4-B2EE-BC244EBCF538 A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON Li l j � FP�B / I It 457.29 MATCH EXISTING SEE "EAST CAMPUS OFFICE / PARK" CONSTRUCTION PLANS FOR RAMP DETAIL . 1 ........ ..... ..... 457.38 ° �— MATCH EXISTING .. .. ... 456.47 O \ MATCH EEXISS ING r . 455.76 MATCH EXISTING / 456.06 / MATCH EXISTING A 456.41 MATCH EXISTING... \ \ dO SEE EAST CAMPUS OFFICE \A t PARK" CONSTRUCTION PLANS \� FOR RAMP DETAIL T ` 458.03 f �� MATCH EXISTING / PROPERTY LINE` a% 60 00 00 457.59 (FL)- Ta � N N i O 07 I 0 � o 6 N U Q) 0 0 m L Q -0 0 d 0 / 0 0 00 00 00 0 0 �o w o) 0 N N / 0 co N ; E U N w �o li a. 6%0100° \ ° Is 0000, _ 5' '-- FIRE ACCESS PROPOSED WITH V "EAST CAMPUS OFFICE PARK" CONSTRUCTION PLANS --- \ EAST CAMPUS OFFICE PARK — J Q 1 SCALE: 1" = 10' 10 5 0 10 20 CONTOUR INTERVAL= 2' DATUM: N.G.V.D. 29 LEGEND +\-457.06 (FL) ELEVATION AT FLOWLINE -k\_457.06 TOP OF ASPHALT CEMENT CONCRETE SIDEWALK ASPHALT PAVEMENT NOTE 1. EXISTING TOPOGRAPHY FOR THE PARKING LOT WAS TAKEN FROM "EAST CAMPUS CORPORATE PARK CAPITAL ONE" AS -BUILT PLANS DATED 04/04/2000. Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE REVISIONS NO. DESCRIPTION/DATE BY oe1ftA �j 40111 lv� /S�R�oe �SS�ONAL 2/28/2019 � U con J �° 1 v :3 00 Nto N MN C c L Q V♦ c E o 0 Wa 3 p Z uj U_ c c � J zLO 0 WNW 41 �0 00 E zCOM rnv c rn H(n� � �c v Z� _jQcz O V� — V = c 0.00 c Z 0 O t .v U co Li E V) .L 3 0 rn3: c WU Ud Z U' Z W c) U J .J LL LL z 0 W (/) Z � ^2 1..1. p J W Z W Q > z CI" W '- U Q U � Z � M � � W U) 0 Q C/) W Z —" W > Q QJ r0 W Li. L).. O JOB NO.: 1884-001-015 DWG. NAME: GR-02 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 02/28/2019 DATE OF PRINT: G R-02 4 OF 7 SHEETS DocuSign Envelope ID: FB30DF64-: 8A4-B2 E E-BC244EBCF538 O 0 00 00 00 Mi ma o � N w z 0 J m 0 N Z H N X FP-B] w F01 F1-:11 r Fl�] PB A PORTION OF NW 1 /4 OF SECTION 15 AND THE NE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON h � h - �ULLNOSE AT END PROPERTY LINE v� 25' TEMPORARY CONSTRUCTION EASEMENT w f r PRESERVE AN PROTECT IN PLACE EXISTING ASPHALT PATH AND STRIPING (TYP.) EXTRUDED CURB PER COF DWG. NO, 3-4A ON SHEET DT-01 (TYP.) ( CEMENT CONCRETE SIDEWALK PER COF I R DWG. NO. 3-12 ON SHEET DT-01 (TYP.) \ ,,OF CURB (TYP.) y� 1' v ....... :.. r ...... ..... 10' 6' EXTRUDED CURB PER COF DWG. NO. 3-4A ON SHEET DT-01 (TYP.) CROSSWALK STRIPING PER COF STD. DWG 3-21 SEE CEMENT CONCRETE SIDEWALK PER COF SHEET DT-01 (TYP.) ` DWG. N0. 3-12 ON SHEET DT-01 (TYP.) 0 R=2' ....... nI, n n)7+7 Fn Ft rn n ` U U L L I V V J L fn I L 114 U - R=5' OF CURB (TYP.) R=5' / I .. D _____ p D D j D A D D D � D Fm FIR PEDESTRIAN N I CONNECTIVITY -- ) PROPOSED WITH "EAST pn /'AAAMI IC- n=/IC- MAOVjp n SCALE: 1 " = 1 of 10 5 0 10 20 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 NOTES 1. SEE SHEET DT-01 FOR DETAILS. 2. ALL DIMENSION AND RADII ARE TO THE FLOW LINE OF THE CURB & GUTTER. LEGEND CEMENT CONCRETE SIDEWALK F-71 ASPHALT PAVEMENT 3] 25' TEMPORARY CONSTRUCTION EASEMENT a PROPERTY LINE oo I RAMP (TYP.) a, 00 10 o ------ ---- jj R=3 R=3' I ' t i EAST CAMPUS OFFICE PARK I a 6�.':::...4P I Ij H Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE REVISIONS NO. DESCRIPTION/DATE BY e BART JQ;V.- 40111 ee(� STER������ NAL 2/28/2019 rn 0 U -0 J a00 N N 4J ) n U-tI) N r L S Q ,^ VJ LU 3 a p W ® Z o w �� � c c c Z `O 0 W N NO z c E CO N ` � O �� J Q 0 (n 4' U U) U °c o Z 0 co '> � O It -0 �v U co UL E co N o, 3 c L 3 �0 D3 c W U �-a 7 _ U� z O O z Q 3 W � U .I LL n z p W 3; (/) Z g a, U) n- O 0 J W z W Q > z a- W'- U) 0,18 0 U � 0 z m � W Q VJ n _ Q W F- — ie. W Q � Q � J¢ W 0 W LL- ILL. U JOB NO.: 1884-001-015 DWG. NAME: RD-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 02/28/2019 DATE OF PRINT: RD-01 5 OF 7 SHEETS DocuSign Envelope ID: FB30DF64-34C1-48A4-B2EE-BC244EBCF538 m 0 c: N N '_1 /CO co N co LU N 0) 0 11 a: A PORTION OF NW 1 /4 OF SECTION 15 AND THE NE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND 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/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY 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/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT, 5. THE ESC 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. 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 AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS 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 ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, 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 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 SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX C3 OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR REVIEW. 15. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN A UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 16. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, THE MATERIAL SHALL BE REAPPLIED TO THE OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 17. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTINGS. WET SEASON SPECIAL PROVISIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. loll C 12" MIN. 2 1/2" 5" 2 1/2" URB AND GUTTER *TOP OF UP AT DRIVEWAYS 2R=1.5� R 1 m J i VARIES PATCH - MIN. 3" CLASS B ACP (OR MATCH EXISITING). MIN. 2" CSTC XISTING PVMT. CEMENT CONCRETE CURB & GUTTER REPLACEMENTI NOTES: 1. EXISTING CURB REPLACEMENT WILL REQUIRE REMOVAL OF ASPHALT A MINIMUM OF 12" FROM FACE OF GUTTER. ANCHORAGE MAY BE VIAv EPDXY, MORTAR, OR REBAR. EXTRUDED ASPHALT OR CEMENT CONCRETE CURB IN PRIVATE PARKING AREAS ONLY lo" 6- 2 1/2" 5" 2 l/2" *TOP OF UP AT DRIVEWAYS 2R:=:" VARIES ANCHORAGE SHALL BE VIA EPDXY OR � MORTAR. REBAR SHALL NOT BE APPROVED FOR USE IN RIGHT OF WAY. EXTRUDED CEMENT CONCRETE CURB FOR USE IN PUBLIC RIGHT OF WAY APRIL 2012 GENERAL NOTES: (CITY OF FEDERAL WAY STD.) 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF 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 (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. Centerline Crosswalk Stripe Crosswalk (TYP•) Lane Line Centerline Roadway 4" 1' to Centerline Curb Ramp 4 (TYp) 8!8" g„ 18" STOP LINE CROSSWALK STRIPE DETAIL TRAFFIC ARROWS TYPE 1 S, 2SL, 2SR, 3SL, 3SR, 4S, AND 5S - SEE WSDOT STANDARD PLAN M-24.40 "SHARKS TOOTH" YIELD LINE SYMBOL - SEE WSDOT STANDARD PLAN M-24.60 HANDICAPPED PARKING STALL SYMBOL - SEE WSDOT STANDARD PLAN M-24.60 BIKE LANE SYMBOL - SEE WSDOT STANDARD PLAN M-9.50 PREFERENTIAL LANE SYMBOL - SEE WSDOT STANDARD PLAN M-7.50 Rev. NOV 2014 `4CP PUBLIC DWG. NO. o(Mpad Way WORKS MISCELLANEOUS PAVEMENT MARKINGS 3-21 2" HOT MIX ASPHALT (HMA), CLASS 1/2", PG 64-22 4" CRUSHED SURFACING BASE COURSE 6" OF CRUSHED SURFACING BASE COURSE COMPACTED SUB GRADE 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN STANDARD PAVEMENT SECTION ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR NOT TO SCALE STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. VARIES SIDEWALK z < 4" CON C 4 a a a a a f 2" CRUSHED SURFACING TOP COURSE 3/8" EXPANSION JOINT - 1/2" RADIUS FOR CURB & GUTTER USE DETAIL 3-4 RUNOFF WATER WITH SEDIMENT CATCH BASIN W/GRATE VARIES PLANTER STRIP I I GEOTEXTILE MATERIAL SIDEWALK I AS REQUIRED L I.RVZMLIJ JUKrAWM, Ivr wuKzt USE DETAIL 3-4 NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. REV. MAR 2011 PUBLIC CURB AND GUTTER REPLACEMENT DWG. NO. 3-4A cmw PUBLIC �ftdaMWay SIDEWALK SECTION DWG. NO. cf%one@ �Fad(BMWay WORKS AND EXTRUDED CURB WORKS 3-12 FILTER FABRIC OVERFLOW FILTERED WATER INLET PROTECTION DETAIL NOT TO SCALE Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE REVISIONS NO. DESCRIPTION/DATE BY /NCT�ti �Q�P�� . J: •!� <Z . 0 s' 2/28/2019 M O U Cc)) J \ coo) J 00 1`1 00 (N to to U') 04 t 0 E CD cc a 3 E¢ _0 a a LLj W w oW vOi cc Z tWi�i JJ U ZLO 0 N Wa) 0 c Z�0 0 c: = Q of O V' 0 0 V -0 a Q Z o Z e ') _j ` a O , �101 _ �v UcoIi E a� 3 � �0 rn3 c W V .-.a Ud z O H 0 z 2 N Q 3 W � U .I J UL z O W 2 (/) w Ld CL W O z WW > Z co Q U) Q U � � VJ W I_ Z W Q V V � � J rLJI 0 LLI LL. Li. O it U JOB NO.: 1884-001-015 DWG. NAME: DT-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 02/28/2019 DATE OF PRINT: DT-01 6 OF 7 SHEETS