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19-103488 (2)DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF6CE w�ROAD CENTERLINE PER THELWIN HEIGHTS AND KCSP 1086038 x 12" CONC- IE=394.07 GRAVEL c DRIVE 12" CONC IE=394.04 LL' a TAX PARCEL 302104-9053 12" CONC IE=390.68 i i z O Q o_ ip > n p LOT 11 LOT 10 TAX PARCEL 859490-0110 VERNON JOHNSON RS15.0 ABANDONED 6" AC PER LAKEHAVEN AS-BUILTS 219.88' (C) 220 LOT 1 TAX PARCEL 302104- 9171 CHUNG II LEE RS15.0 LOT 2 TAX PARCEL 302104-9059 PHIL GIBONEY RS15.0 KCSP 1086038 REC. NO. 8803100658 LOT 3 TAX PARCEL 302104-9172 LAURA SIMONIAN A=90°1 1'32" RS15.0 R=25.00' \. L=39.35' SW 365th` FOUND REBAR & CAP STREET 0.2' NORTH OF CORNER SIGN 12 CONC. t— I IE=390.17 I \ 11 00 Qn rn 8 45 40' 183.66, loom TAX PARCEL 302104-9052 MICHAEL D. MARTIN RS15.0 SURVEY NOTES 1. SURVEY PREPARED BY ENCOMPASS ENGINEERING AND SURVEYING. 2. DATUM: KCAS (KCAS-3.6'=NGVD 29) 3. BENCHMARK: CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK LOCATED IN THE MIDDLE OF THE INTERSECTION OF 21 ST AVE SE AND SW 356TH ST, ELEV=400.9572 FEET. 4. ESM ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS MAPPING. A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. TAX LOT 302104-9030 FEDERAL WAY SCHOOL DISTRICT NO. 210 THELWIN HEIGHTS VOL. 71, PG. 8 LOT 9 LOT 8 TAX PARCEL LOT 7 859490-0090 TAX PARCEL PATRICK WALSH 859490-0080 TAX PARCEL RS15.0 PAUO RS15.00 JR JESUS DAZLANDAVERDE TAX LOT 859490-0060 5WIRE FEN E �\ RS15.0 FOUND ' CA �REBAR '2c R \ � � �� � ( \ LS #36795 2.0' NORTH OF LIM� � � \ � \ \ FO NtD REk�AR & ;CAP A A\ \ / ,- \ \ \ LS #107 8 \ A, `,. �\ \\\ \ , „� \ • '� . � \ 5' WOOD FENCE ' < b EAST GF,. CORNER11 1 41 '.35 \ L a,. axyl .0 J \ \ 14 4' �4 \e ' „ 1 \ \ \ 6 2 12" \ Cilo'l 1,6» 14� \ \ �'"� \ 6 \ \\ 12 \ w �„ \ �\ 4" \ I \ \ » \ 1A TAX LOT 302104-9151 \ a \ ` 12 \ \ 8 1 ' \ \ 4 \ 18" \ 1CI » / 8Lid a 12 \ \ \ \� \ \ \\10\�%" 16 \ ` 1 - ----- e \J \ i r \ \ \ a \ \ 16 ,� c� �, c\ o�\ \ TA X PARCEL N \ \ �' 18„ 4, \ \ - 3G2,1,049069 \ 6 0' 16� \20 \ z \ MONTEVISTA g't\ 20 LOT 30210` -9173 \ ARNFRS \ ` '1 1 \ 2 O" J J ( �2515`0 \ � 2 \ 24 » 8» f --- \ 2 18' \ \ \ o \ ` ' L \ TAX LOT 302104-9152 1 \ l \ 8" I 8 a \ \ , �. 30 ROAD & 1 10 1`4 UTILITY EASEMENT \, ' a a %�� \ \ � LOT 4 8 , � a REC. N0. 4577386 j \ TAX PARCEL \ 7 I \ \ \ 12„ v a I \ \ \ \ \ �\ 302104-9173 28" ( \ \ 18" '1 'i �6» �\ \ I \ \ a I \ 1 J ' a 6" I ' \ ' \ / 18 8 8 1 a 10" \ N \loll10 \ „ » 1 l \ \ \ \ \ \ \ 10 „. 10 1 „ , o 161, d i s I \ - " � 10 \ i \ 318" I \ 9-'� D11 2" \ \6 " j I( 1 a \ 6 / tr " \1a 8 SD 0 6" 0 6 \ \a »_ " »N\12 � TAX LOT 302104-9753W 6 `45'40'EC 812s$» 16» '' 12" 23.64 42" \� 24 24„ " 12` \ �. TAX PARCEL \ \� 42 U) \ TAX PARCEL \ \ \, I 302104-9154 EX. HOUSE \ 18 ' Y 1� ` — \ 302104-9088 LLI 8 \ MICHAEL & KRISTINE j / \ , ' 1 CLARENCE O'NEILL ' L D I I J 2 4>, 1 MARTIN RS15.0 5' WIRE FENCE \ 2 " z • ' ,1 RS15.0 11 �� 18" \ . v \ 22' »\ 18 i 2 \16 \ I - 1 8 Q I 6" / 16 a Q 28 a 10" 6 \24» 2\4 86» \ \ 6„ 1 \ j\ a" � • � .� � 8" 30' ROAD AND UTILITY "� » 10" 42 EASEMENT REC. \20" \ J 4" 22" N0. 4577386 e lo,,\( \ 6' 18 28 34" 16" i. 1 v 0' 8" 18" 2 » $ ..-I \ \ 1 a 116" �'...: 1 � I / 4 \ f 16" / 24 \ 3 n r 34' I ..* 1 ' SCALE. 1 40 O, o sa `18" l''', ' � » � � ,2 I. _.----- �� / ar4 24 \ 8 12" 1"\ 16 "1 � 40 20 0 40 80 18" a a 6» \ \ a 8" 22" % „ \ o _ CONTOUR INTERVAL = 2 a (''.' 18\ 20' a TAX LOT 302104 9068 \ 18" » ,� Z 5' WIRE » s" , : , • � 16" 8» 1 8 FENCE 1 o n 8"'/ 8" 0» 1. • :... 8 I� „ 20 1816 1 s„ 1616" 12" 12» a 18¢ . .; I APPROVED 18" 8 All s�" 12" 8" PLANNING8" 168" 11"L 8» 204 f ' ; f a 12' J a 43:.: Crt I of Federal Way 8" 6 \�' 24" 6„ 8" 10" 14" 10 a 14" U-1 8" f y. 8 a 8" 16" » 24" s L : Dept. of Community Development a 8„ / :t 18,, \, a 1 16 \ I y 12 \ 8" » I P _ j. 16 . 1 Permit # U 291, , ( f W / .2 . 16" 12 » 16'y y� 8»" 10" '8 l » \ .�, : , By „ j 24', / ': 14, 10 '911� 1 I j 1 28 8" 2" ® r i r 20� 2 �, 4 , 0�'. » '� a »c'�t8 8" 16" 20" 620" .' "�„ 18 18 a 14" �'4"18" » \ 1 U \ j �I�V7)11✓1 70" ; 89 �2'14" ll 8" t3 / 16" 16„ 1 D» 8' a I — / \ / ' W W \ ID J {} ---� 6» 16>, S. W NTH............ SIRE . T . 7+0 \ t. .\ ..... I'. I 16 20h "~� ..,:.:.. :. .. .. .. ..... ... 10" 0 PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE : RE�/ISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS Q. WASy�Wc�o�ti' ti 'P 24598 ��ss 1/8/2020 �o J mrn \ J 0000 N M to L �Q a 2 a 3 W LUW p m W z c c zLO O WNM 41 =O ('3 '5 00 0 E z (n Q — fn 0, > �> E c i� JQco O V)w fA 00 U c 'o Zo � O � �v UMt 3 c .L 3 0 c)) W U ;� 3 U O_ z 0 0 z_ VJ W z 2 I— o 0 U) = z O W U z W 0 0 z (n X Fc O W W Q W 0 W L- LL- 0 U JOB NO.: 2069-002-019 DWG. NAME: EX-01 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: EX-01 2 OF 9 SHEETS DocuSign Envelope ID: D56DA97A-DBF3-48OF-BED7-005F41382CFD cr i � Y � U O O (3 J 01c L O �E v m T T L m 00 n. a rn 0 / N 0 O O) 0 N m 0 1 0 V N w i �o N C O O N oo / 0 E a ow w >� C" MAIL BOXY \\0 0 . F IDONED 6" AC LAKEHAVEN WILTS FOUND REBAR & CAP 0.2' NORTH OF CORNER LOT 1 TAX PARCEL 302104-9171 CHUNG II LEE RS15.0 SCALE: 1 " = 50' 50 25 0 50 100 CONTOUR INTERVAL = 2' LOT 2 TAX PARCEL 302104-9059 PHIL GIBONEY RS15.0 n KCSP 1086038 REC. NO. 8803100658 LOT 3 TAX PARCEL 302104-9172 LAURA SIMONIAN RS15.0 14 r n TAX PARCEL T 302104-9052 O \\ MICHAEL D. MARTIN RS15.0 EXISTING TREE LCIaC1Vv FIR TREE a MAPLE TREE ALDER TREE REDWOOD TREE CEDAR TREE MADRONA TREE WILLOW TREE COTTONWOOD TREE CHESTNUT TREE TREE (UNSPECIFIED) HOLLY TREE 0 EXISTING TREE TO BE RETAINED EXISTING TREE TO BE REMOVED TREE RETENTION DATA PER FWRC 19.120.130 TREE AND VEGETATION RETENTION STANDARDS, THE TOTAL NUMBER OF TREE UNITS REQUIRED TO BE PROVIDED SHALL BE CALCULATED BY MULTIPLYING GROSS SITE ACREAGE, MINUS ANY PROPOSED PUBLIC OR PRIVATE STREETS BY THE REQUIRED TREE DENSITY (IN TREE UNITS PER ACRE) GROSS SITE AREA (MONTEVISTA): 182,081 SF (4.18 AC) LESS AREA OF RIGHT-OF-WAY DEDICATION: 24,829 SF (0.57 AC) NET SITE AREA: 157,252 SF (3.61 AC) PER FWMC TABLE 19.120.130-1, MINIMUM TREE DENSITY REQUIREMENTS FOR VACANT OR REDEVELOPING SITES IN SINGLE FAMILY ZONES IS 25 TREE UNITS PER ACRE. 25 TREE UNITS/ AC. X NET SITE AREA (AC.) = TOTAL NUMBER OF TREE UNITS REQUIRED TO BE RETAINED. 25 X 3.61 = 91 TREE UNITS REQUIRED TO BE RETAINED -OTAL NUMBER OF TREE UNIT CREDITS SHOWN RETAINED = 176.E z ,S w r-%fir-%-I-Ir�wI nr- r%r/-1-T1r1A1 el T\A/A1 7n Al Qi�C A C 1A/ nA %J %J UN I l %-A L.- -r �,� � v V . m v,1 . . • • 2 i 11 ! » y 27 24 �r \, 12t 14„ y, » 1 a. ` 16 AW 6 7 18» - - 0"� p 40 14" 2'° ` 3" EXISTING TREE TO BE RETAINED- 1 8 13 » I 1 » 7 TYP. REFER TO TREE RETENTION 13 u 18 n I 8 1 10 \ 12 TABLE THIS SHEET 6 � I 8" 13' 20" 12" 10 12-94 CLUSTEA� 16" `10» 12" » 0 \ \ 1 1 » 1 ,ff I 2 "' tt 10" 1 4» 22"\ »10" 6XI »12 168>, 2 .k 13 7 /711 6 8» i�� \. 24�, » 2 » I 7 10" „ 0 i 1 26tj \ 11 , 4-1 0 CLU ER \ \ 16" » 14" \13„ » „', 12 a �. 26" \ 1 23' 4" 12 6" 26 ! 1 ! 24 4-8 CL STER -�1 CLUSTER 16 \ 4=7j C U TER , 1 ' 12" 1 � � 20' \ ' ` � " -8 1711 �\ \ \� " ` ,� » ,, \ �\ \ 8" 7°� 8 13 6 » 4 24 28 9 12-3( CLUSTER 16" 16" � » 1 1 7 16 6 � 1010))14 � 1 " 1 " 7" / 32" -- g HILL � g» \ 7 11 11 / I `C » 6 �» 1120 ,( 8 13» 14" 15'� 6" REFER TO SEPARATE PLAN SET 7" 8 FOR TREE RETENTION FOR THE 0 0 6"` „ / \ HILLS SHORT PLAT � 6„ _8 8„ \ , s \ 5- CLUSTER \ { 36 16 14» » 6 y.4-6 CLUSTER/ x 111„ 15 z3 CLUSTE 6 CLEARING LIMITS- TYP. 46 r 0" \ , LOT 4 ' » \ " \ 36 , 7 TAX PARCEL ----., ' » 14" 41� 0I 102, 4 CLUSTER, SEDIMENT TRAP- REFER TO CIVIL � 302104-9173 . 16 1"��'� \I PLANS, SHEET GR-02 FOR 2" v 20 „ 18 26 MONTEVISTA SHORT PLAT. TREE „ 7" 1" „ RETENTION FOR THIS AREA SHOWN » 18" r \ ON THE HILLS SHORT PLAT. 1626" ' 30" , 13» t� I , 24» 18 28„ / > \ z1" 18-241CLUSTERR�J3» 13"' 26' 7" 16" (*14Y-4 UTTER 6„20„ 777 \ I 1 CLUSTER\ \ \ TAX PARCEL I 302104-9154 \ 1 MICHAEL & KRISTINE MARTIN RS15.0 TREE UNIT CREDIT TABLE TREE UNIT CREDITS PER FWRC 19.120.130(4) TREE UNIT CREDITS FOR THE RETENTION OF EXISTING TREES AND THE PLANTING OF NEW TREES SHALL BE AWARDED AS FOLLOWS: TABLE 19.120.130-2 - TREE UNIT CREDITS EXISTING TREE CATEGORY EXISTING TREE 1 " TO 6" D.B.H. EXISTING TREE > 6" TO 12" D.B.H. EXISTING TREE > 12" TO 18" D.B.H. EXISTING TREE > 18" TO 24" D.B.H. EXISTING TREE > 24" D.B.H. REPLACEMENT TREE CATEGORY SMALL CANOPY SPECIES (MATURE CANOPY AREA < 450 SF) MED. CANOPY SPECIES (MATURE CANOPY AREA 450 TO 1,250 SF) LRG. CANOPY SPECIES (MATURE CANOPY AREA > 1,250 SF) TREE UNIT CREDIT 1.0 TREE UNITS PER TREE RETAINED 1.5 TREE UNITS PER TREE RETAINED 2.0 TREE UNITS PER TREE RETAINED 2.5 TREE UNITS PER TREE RETAINED 3.0 TREE UNITS PER TREE RETAINED .50 TREE UNITS PER TREE PLANTED 1.0 TREE UNITS PER TREE PLANTED 1.5 TREE UNITS PER TREE PLANTED TAX PARCEL 302104-9088 'LARENCE VNEILL RS15.0 42' 8" 5' WIRE FENCE 1 , ' 28" AREA OF EXISTING TREES T $� TO BE RETAINED- TYP. REFER TO TREE RETENTION TABLE THIS SHEET EXISTING TREE- REFER TO - APPROVED PRELIMINARY PLANS AND CITY OF FEDERAL WAY EXHIBIT 'A' STATEMENT OF FACTS MONTEVISTA SHORT PLAT, FILE NO. 15-100875-00-SU, DATED JAN UARY 16, 2016 TREE UNIT CREDITS BY LOT MULTIPLIER 1.0 1.5 2.0 2.5 3.0 LOT NUMBER 1 "-6" DBH >6"-12" DBH >12"-18" DBH >18"-24" DBH >24" DBH TOTAL CREDITS 1 1 7 5 2 0 26.5 2 1 4 2 0 1 14.0 3 0 8 2 0 0 16.0 4 1 11 6 4 2 45.5 5 0 10 4 1 3 34.5 6 0 0 0 0 0 0 7 0 2 4 0 0 11 TRACT 'A' 0 11 5 1 0 29 176.5 TOTAL RETAINED TREE UNIT CREDITS 0 7 0 m I w L -- CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 \ \ I w 11, FREVISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS 8/2020 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT L�tANNED.' KUHLMAN CERTIFICATE No. 743 no U 0 Q) 00 N M N vv t 0) L Q to pC a � c a w wX _o a w > Z W W o o cc J J ZILD 0 wNco a) 00 0�00 a E ZU)0) < °'rn a �- > Z� co O - (A 00 - U c o Z 0 'j O � .v Umli - N o, 3 �L 0 rn� w 0 0 0- Z 0 Z a U) W � Q :5 O �'- C. T W z W > o ~ Z W w O �. z U) O w cr- ~ W Q LEI 0 w L_ LL_ O U JOB NO.: 2069-002-019 DWG. NAME: TR-01 DESIGNED BY: PDG DRAWN BY: LDK CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: TR-01 9 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF6CE U 0)V) C 1 U 0 0 O � J C C a= U m T L 0] Q W Q N Q 0 N O 0 0 N U m 0] � 04 � N W00 �o � N = O O N E i SITE INFORMATION NAME: MONTEVISTA SHORT PLAT NAME: THE HILLS PARCEL #: 3021049069 PARCEL #: 3021049173 AREA: 4.18 AC AREA: 3.30 AC CLEARED AREA: 3.24 AC CLEARED AREA: 0.75 SF ADDRESS: 320 SE 366TH ST ADDRESS: N/A FEDERAL WAY, WA 98023 ENGINEER ESM CONSULTING ENGINEERS, L.L.C. 33400 8TH AVENUE SOUTH #205 FEDERAL WAY, WA 98003 CONTACT: PETER GONZALES PHONE: (253) 838-6113 FAX: (253) 838-7104 Vicinity Map CLEARING AND GRADING PLANS MONTEVISTA SHORT PLAT prepared for V ISTONE HOMES 4, LLC CONTACT: TY PENDERGRAFT 6725 116TH AVE NE, SUITE 210 LO W Q SW 361ST ST SW 361ST PL SW 362ND PL w SW 363RD PL SITE SW 363RD PL n SW 66TH ST W Q SW 368TH ST J J 0 0 M M M Q0 n V) N S 373RD S KIRKLAND, WA 98033 206-391-6883 prepared bA 33400 8th Ave S, Suite 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-61 13 1/8/2020 ESM JOB NO. 2069-002-019 SHEET 1 of 9 Sht. No. 1 2 3 - 4 sheet Index Dw . CV-01 EX-01 GR-01 - GR-02 5 - 6 GR-03' - GR-04 7 GR-05 8 GR-06 9 TR-01 NOTES Description COVER SHEET EXISTING CONDITIONS T.E.S.C. & GRADING PLAN & PROFILE T.E.S.C. & GRADING PLAN T.E.S.C. & GRADING DETAILS T.E.S.C. & GRADING NOTES TREE RETENTION PLAN 1. THESE CLEARING AND GRADING PLANS ARE INTENDED TO FACILITATE UTILITY INSTALLATION FOR WATER AND SANITARY SEWER IMPROVEMENTS RELATED TO THE MONTEVISTA SHORT PLAT AND TO SHOW THE CONSTRUCTION OF HOME PADS, ACCESSES, AND ADDITIONAL DRAINAGE CONTROL WITHIN THE SUBJECT PROPERTY. 2. REFERENCE APPROVED WATER AND SEWER PLANS BY LAKEHAVEN WATER AND SEWER DISTRICT. GRUBBING AND GRADING ACTIVITIES SHALL ONLY TAKE PLACE DURING THE DRY SEASON, MAY 1ST TO SEPTEMBER 30, WITH THE EXCEPTION OF THE FUTURE SW 365TH RIGHT—OF—WAY. CUTTING DOWN TREES AS IDENTIFIED WITHIN THE CLEARING LIMITS MAY TAKE PLACE DURING THE WET SEASON AS LONG AS THERE ARE NO ADDITIONAL GRUBBING AND GRADING ACTIVITIES. REFER TO THE SOILS, CLEARING AND GRADING NOTES ON SHEET 8. RESUBMITTED JAN 10 2020 CrrY OF FEDERAL WAY COMI4UN17Y DEVELOPMENT PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF6CE ry � U C, :3O O O _J 0 o �E U m a m W i'D 00 Qa i 0 N O 0 0 O N m m � o a g N w rn L O N O U N CO 00 A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. CONSTRUCTION ENTRANCE PER nFTAII C%l CHFFT C,R-Ori I \ \S1> L�m W Q -1 P- c r0 i 000 m- j j 1" 0 rI u-4-� u7 0 � M 00 M 'N .CniDO N� 0-) 0 �i1l1 1� OD �,c0 0� 0N {! � N 0) O 'rn �� rn, C rn � 7 'N NN rn �SI Mn! rn rn n rn rn n rn;00 n n 0 O � oO 00 7n O 00 o0 D 00 ico4 nI 0 n 00 i0-)! �OOloo j � -) O- �� 405 I 405 PVI STA: 10+59.27 PVI ELEV� 393.49 HP STA: 10+46.68 HP ELEV:j 393.30 Kc�4o� 400 --- 400 PVI S moo. --------0 N N N rl� PVI ELEY: 386.79 HP STA: 112+55.62 10 HP ELEV: 387.54 395 > ``' " - - EXISTING ' ROUND OF ROAD- K: Lvc: .67 ,50.00 ? 395 Uj Uj I 1.00'% — L0 + 0000 O + 0000 M -- I N 390 .. � STA: 10+1 1.p0 ELEV: 393.0 BEGIN GRAVEL ROAD j 385 -- — - - ----- - — 385 FINISHED GRADE OF ROA'P 380 i 380 375 375 �o \ 370 3 365 - -- - _ 365 SW 365TH ST { SCALE: �_20' HORIz. 1 -5 VERT. ,T#InW# 12+00 13+00 Z Ld W 0 W Z O0 I­- 0 + U 0 Q cn 0 W Z� J 0 U Q S V) Z W 0 V)D Z Z D0 + U LOW �0 . LL— Q 0 Z� JU _t5 J_ Q = 2cf) 14+C SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 "=20' HORIZ. 1 "=5' VERT. KEYMAP NOT TO SCALE KEY NOTES OITEM TO REMAIN. PROTECT FROM DAMAGE OR DISTURBANCE. LEGEND NATIVE VEGETATION STORM WATER DISPERSION APRON ------------------ DAYLIGHT LINE - LIMITS OF GRADING 402 -- EXISTING CONTOUR 400 PROPOSED CONTOUR -- — — CLEARING LIMITS n SILT/FILTER FABRIC FENCE _._4 -E— INTERCEPTOR DITCH CONSTRUCTION ENTRANCE SUBGRADE SURFACE 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. IDENTIFY AND PROTECT TREES TO BE RETAINED. 4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5. GRADE AND INSTALL ROCK -LINED CONSTRUCTION ENTRANCE(S). 6. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 7. CLEAR TO LIMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES. 8. CONSTRUCT SEDIMENT TRAP. 9. ROUGH GRADE ROAD. 10. FINE GRADE FOR GRAVEL. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. 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. 13. 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. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE. Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : FREVIS ONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS 11/13/2019 ESM 3 01/06/2020 ESM CITY COMMENTS Q. WASy7NcT � 4y 245 AFC 9 �O �ss��NAI 1/8/2020 U 0 _I \ I J 00 N N M to L cp L Q - Q c p LL � W �, O 0 W oW z U_ o 0 c c _j _j zLO 0 W N m +, �O 0 7 00 E zU)o _ C6 °'rn c T o >o �Qca O V)v zoo L. J 0_ _ O0 a) .v 0 co U_ E — N 3 c0 0)�: c W 0 U a. z O 8 z a J_ Of CL CW � G O U) z g > W 0Z z W o O I- U oc 0 ' W � Li a J a W 0 W L_ L_ }O F- U JOB NO.: 2069-002-019 DWG. NAME: GR-01 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: G R-01 3 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF6CE 3 N O 0 / N 0 0 0 N / m 0 oa � N W N L 0 N O O N 0 \ E i o i 0- \ i 1 >� `I Y� INTERCEPTOR DITCH PER a DETAIL ON SHEET GR-05 Z 0co co 1141 O N - WQ - _ - ---- -- V) 0 O Z 0 OZ0 to X 'I 0 . IQ- T_ cn o W 5t 75 F- W wi t 0 Wti� � Z G* Z 00 +V U*)� O Q W c~n o W 1 U a= mcn �; 4' ROW 'CLEARING l �g A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. CLEARING LIMITS (TYP.) \ , SEDIMENT TRAP PARCEL 3021049173 (✓' 1 FILTER FABRIC FENCE PER DETAIL ON SHEET GR-05 - - OVERFLOW ROUTE ._ .. ., X X 00000 ----- - -- --- -- --- SW 365TH ST 1 00 16+00 PARCEL 3021049088 24' WIDE GRAVEL ROAD SHALLOW, ARMORED DITCH WITH 5:1 SIDESLOPES l % r I A SEDIMENT TRAP BOTTOM WIDTH 0.0 BOTTOM LENGTH 0.0 TOP WIDTH 27 TOP LENGTH 40 SIDE SLOPES 3:1 (TYP.) OVERFLOW ELEV. 352.0 BOTTOM ELEV. 347.5 5' BENCH ELEV. 351.0 CONTRIBUTING BASIN: 0.88 AC DEV. 10-YR FLOW: 0.11 CFS TRAP SURFACE AREA REQ: 231 SF TRAP SURFACE AREA PROVIDED: 460 SF SPILLWAY WIDTH: 5-FT LEGEND NATIVE VEGETATION STORM WATER DISPERSION APRON ------------------------ DAYLIGHT LINE - LIMITS OF GRADING -- 402 --- --- EXISTING CONTOUR 400 PROPOSED CONTOUR 40010 --- -- -- — CLEARING LIMITS SILT/FILTER FABRIC FENCE INTERCEPTOR DITCH CONSTRUCTION ENTRANCE gum SUBGRADE SURFACE zQn ! 00 SIN d- �00 �M r, N oOI� O 00 I� � � � o0�d O NIA 0) O0 O'OD 00 �'t� i0 to N cD Pict n 00 �'� O N M O;O IrD d io ;O COS M �ilO I NCfl�O LOIN �'CO �;� �1u7 CD coo AIM N cDIO �;� N O:O O O O O'er (D L �i� '� 0 00 0 00 O I� u7 u710 u7 0 u7 "� '� ��� LO �i� '� O LO `� cD �,� 0 u7i� r�l� �I� �1u7 '� �I� '��r� d O '��r� 00 00 N o; L� �!� d d '� rn' r7; O �'I r7; O �; OO � �; O rOi t� th M r7 r� r� '� r� '�l� �i� �i� ��� 375 375 VII : 14+69.ii I PVC ELEV: 360. 0 SEE NOTE 2 SEE 140TE 1 ! K: 4.57 j LVC: 50.00 I \ 70 Ir7 t` O N ° 370 _\ --- -- --- -- 't CD bi PVI I STA: 16+ 1 d.01 v > m PW ELEV: 356.§6 > m K: 8.78 365 33.06 365 _-- EXISTING GROUND © OF R AD 0) N `4: _LVC: - I - - -- - d r Lq cq PVI 6. L : 353.13 I �� + �Lri �K:4.01 + VC: 15.0 _ �_ �N 360 -_ — _. — -- _ �� m �0 L.L_ _ _ 360 - 2.801 m �i + +u) +ran - j •- w w U U \ m PVI STA: 18+ 1,1.88 355 10-- PVI ELEV_ 33E�67 LVC: 150.06 355 v-- FINISHE I GRADE @ OF ROAD (SEE NOTE 3) \ i oq �I � � 00ro 350 ; r`' U m + M 00 350 U U - -- -- --- 345---_ _ 345 340 340 ...� . 335 — --- - 335 W 365TH ST 1 „=20' HORIZ. CALE: 1 "=5' VERT. 15+00 16+00 17+00 18+00 19+00 SCALE: 1" = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE. 1 „_H 1 -5' VERTRT. KEYMAP NOT TO SCALE AIr'1TC� 1. THE ROAD SURFACE WITHIN THE MONTEVISTA PROJECT HAS BEEN PREVIOUSLY CLEARED AND GRADED UNDER CITY OF FEDERAL WAY PERMIT # 15-106142-00-EN. 2. EXCEPT AS SHOWN FOR TESC MEASURES THE CLEARING AND GRADING FROM STATION 10+00 TO STATION 16+65 SHALL BE LIMITED TO THE FUTURE RIGHT OF WAY FOR SW 365TH ST. AT THIS TIME FOR THE INSTALLATION OF UTILITY CONNECTIONS. 3. THE SUBGRADE SHALL BE ASSUMED TO BE 0.83-FT BELOW FINISHED GRADE OF PAVED AREAS AND 1.0-FT BELOW FINISHED GRADE OF NON -PAVED AREAS. Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE REVISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS _cL O� of WASy��cTo�J' ti 24598 T_ �ss�ONAI EN���� 1/8/2020 — � o U 0 corn J \ 00 N ; L Q fA a c o a 3 W WW 0 n- rn W z W� _j_j ZLO 0 WNco 41 =o 0 'B 0 0) E ZCO0 �'rn �> E �� J Q (15 O V C/) 4- U 00 — — c 0 Z 0 '> 0 L_ _j a- 0 � o �U UMIi E — 0, 3 Q)V �0 rn3: c WO Ud z O 0 z _ 9 _W.1 1.� x < cl- W 'd 0 c/) QZ J a- W 0 z L!-1 Z 0 0 �m 9 rr�-- Z 0 vJ O (3 W u' W Q 3 Lei in LLJ U_ L_ O U JOB NO.: 2069-002-019 DWG. NAME: GR-02 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: G R-02 4 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF6CE ry CD �Y c s � U o0 L u J 0) c: C U C, a o c Q)E U m T t- 0] 0 w �Q) 00 as rn O N O O 0 N 11 M Q 0 cn o w O N N O N E� A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. M M --- M -- / -- M / M -- M M -- M M M M M M M M 11 Z_ // �7 - 1 l l l l l l l l lttl 1 1 l �ttllllltilltlll111 lttlltltl tltl tt��lllllllll llllllllfillllll llllllllo %llll7t7 � �lt�-` - 1-1-1-t g ' 1-�Llttl ltttt 1 llllllll 1t1111111 lllltlll� llllllllllll 16 � � � - 2 �tllllt t llllllt llllllltl ltll llllllllt lllllu �.�t lltl' ttlltllt �^�_ ultlt llllll1 O 0 76 llllll��lltlllttl llttltl - 1 1-ILIlllll lllllllll ltll lllllllllllllllllll lllllll �Yt II a4i l i lllllll ltillll�l _ wir 1 ;ta = 1 lllllllll 11 ll > > 11 lllllllll�ltlllll lillllyllltlllll/t= T i i� > > llltllll llllli��ll�lltl�ll t ltlll 111 t i l l I l l l l l l l l l I l Tl 1 Ill ttll tll llll�tttttllltlttl lit �Iltllllttltttl 1 1, lttfi- �l-�t�-1-o -�t�- l-t�-t- t�t1-ll�-l-l- .11-t.tt_l_l -- �- � - ; - --------------- -,�- Illllllllllllltl llllll�illlllitlll Ilt lllllllllll��lt AREA TO f � 111 llt � , �� �i �� llltlllhllllll ,-i �• llll lltttlllll lllllLY(llltt - / � � _ _ °�lr�lll �=�-1 %� ,� ttt Il tttltllllt 111 �lu�llttlll tlllll�lt tlllll II opt = Il llltl}/�ll REMAIN NATIVE 11 t tlttlllt llllll�liltt lll'tlltlltlt�Illll l _, 1 ll lllll�llt 28,346 SF 1 llll 1 lllll llllllllll�llll�,l'lllll' - - I�' It tlllllttll ,_ ,''`� % 11 t � l � -� �---� �. 1 I 1 t 1 l 1 1 l 1 1 l l l l l t 111 l l I l t l l l l l l l l l l l l E l LI k �� 11 t 1 I t t l t t k'� 11 l �. ttt t1�111 1111I ll� till 11 ll t1''- �x. 11� a l,,tlll�l 1 1 tl� �28 tttlll Il /A_� _ 3 l ll 1 t 1� 11 l 1 i 1 1 1 /� l 2 - l t , __ 1�'lllll,ll L 1t1111 1 A0 - z8llllllll 11111111, �Alt�ktl 'tllllt 1 .:, lll�kl l Lilllll /2B4 1y � ` �� �- 11 lllllt Ill-l�itllli ttlllll t ttllllll r� ,� -- Iltlttlt Vlltl _ 1 l t l l Ll-t'r �l -' ` I - Y/ l l l l l l t 11 l 1 I l l I l l t 1 l ;l 1 t l t ,� J _� ��. %\ a 1 l�-kl 11 l l t t 1 l = L �i ,'� �� 2 w t l l l l lit-1't �/ i ,_ _ l� 1 llll ltC`lllll? �YI1l1l tl tt,tt ;;� ! lltl i1t ll lit �'. `.w= 2B6 1� 1�(t 111 l \ , / FF=326.00 , ,U11111111 C l l l l l 1.1-1'l 10 t�i��bb l d 11 \i/ , A . rr rr FF=.51 U.00 28s I I l I l l I TACT A = l t t t l l l- STORMWATER , --~ ',ttl ill1llt l ttt l ILlLt'k , l l l t l t l l 1 t t 111 l t 1 l l t t 1 ll l� � �.:�� � .�.. ,!� a ,-�` ,!� ' � �-'✓ �l \ �x F=335.22 F �o r '��_- 1 l I 1 l l l l t t t 1 FF 319 . oo 2 l ,000 %R5 % /O AREA l t t ,-' B =318.0 =/ r' � . / / /. �,.' 1i" ^ooF- / t' � t REMAIN NATIVE � �� _� � _ __ � __,� _ Z 2,643 SF 9 - '- ------ 3 R D PLACE SW SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' KEYMAP NOT TO SCALE APPROXIMATE EARTHWORK QUANTITIES CUT = 5,000 cu yds. FILL = 7,200 cu yds. TOTAL = 2,200 net cu yds. FILL t1Il ltl r— w / \ EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY 200 1 +00 Nam^ ��� �/ "�=- ?�� QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT - j `302:, ;_ 1 11 l�, ;;��,. ' � o � � / ® / --'� � �_� ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE 3D4 -� l 1 l l l 11 i r � . ' � � � -% / r'� ,,. .� � \ � 4> � �>' / r--- 0 CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. o 308 DRAINAGE DISPERSION ,�_ - _ _ / TW-346.0� TW-342.1 l / �� - I ------ -- --TRENCH (TYP) ------------ �j NOTES 2 °�, � / / �.---------- �-----�- / _ BW..=338.1 BW=340,0� I W . -------- = 1 . REFERENCE APPROVED ROAD AND STORM DRAWINGS_312 =3220 -------* PERMIT#15-106142-00-ENTW 31� II BW 25VEGETATIVE ��6 FLOW PATH AREA Ld_ / (NP) ��� 2 GRADED I '376 2 V \ J V) UNDER 6THE SPERMIT LISTED ABOVE. ADDITIONAL Zo TW=348.0 CLEARING AND GRADING FOR THIS PARCEL ARE 318 _ c 3� , / r - ° DETAILED HERE IN. �// i I Ott 3. MODULAR BLOCK WALLS OVER 4- FEET HIGH MUST BE 5 REVIEWED UNDER A SEPARATE BUILDING PERMIT AN _"____ _ �-- - / �i / --- - °' ,,,--- -- � _ 344 � � 3 � FF-343.60 I ARE NOT APPROVED AS PART OF THE APPROVAL OF r o / �� EX. MODULAR THIS DRAWING. / W - 32$ r _. "% �`� ; ri I BLOCK WALL (TYP.) 324 , - FF=352.60 4. SEE THE TREE RETENTION PLAN FOR TREES SLATED 330 , 7 �� `- TO REMAIN AND TO BE REMOVED. 33g I ` \ 6 �--- V TW= 348.0 ' 332 FF=328.00_� ° / ' ;,"� / �- ; BW=346.1 , FF=347.00 347.20 ( - ' FF=338.00 34 , u-)� i I LEGEND f c0 = ! _ (o \,J�111 ilia' ti�i'------ DAYLIGHT LINE - LIMITS OF GRADING El---._ �t 1 ll AREA TO l l l i 1 r�.,� ��---------- lilt llllllllllllltlll __ REMAIN NATIVE 402 EXISTING CONTOUR -� 111 1 1,051 SF i l 111 1B"I 1 l 1 l 1 I l l l PROPOSED CONTOUR 111111SHEDllllltlll II / `� ` � 3 2 'I� 1llt11t1�1�"'CJCITllllllllltltltlllllt — — — — - CLEARING LIMITS --------- -------------------------------------------------------- L--------------------------------------------- ------------------ 11 1-1 1-1-I1-l-tll_t_111_l_ll __l-kit IC FENCE SILT/FILTER FABRIC l 1111 llllllll lltl�l l INTERCEPTOR DITCH CONSTRUCTION ENTRANCE I 5 8 SUBGRADE SURFACE FUTURE DISPERSION TRENCH FOR RESIDENCE i COD= MODULAR BLOCK WALL c' c SEE SHEET GR-02 FOR CONTINUATION w � `, INSTALL STRAW WATTLES ON SLOPE ■ ■ Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE : FREVISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS 11/13/2019 ESM 3 101/06/20'!0 ESM CITY COMMENTS a Q�IC� of w oy � 24598 O 1/8/2020 - no U 0 �1 J \ co r- J ODN N M n S cl) 3 �¢ J ILo U � W z W� ov cc °� zLO 0 WNM +, °' o o 0) E zU)o E Q ca O N Z J IL Uccoti E U N o, 3 3 3 �y �o C WU •2: .0 Ud z OO O z Q U) Q Z g W o Z_ " W c� z W Ckl o F. . �— z U U) N w 0 H W a 3 w 0 Ld LL_ LL_ rO r 0 JOB NO.: 2069-002-019 DWG. NAME: GR-03 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: G R-03 5 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-4D2C-AAOF-BAE1326AF6CE A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. M M A9 M —f M M M ©,ems O i, Z O ■—�� LL _— O s s 46 0 t5 W ( �, V) ■ I r __ 5 ' FF=343.60 a' llllllllllllllllll°dllllllllll�ll llllll l llllllllllllllill llllllllll 1111111111�L1�1 illll 1 lllllll� lllll l ------ - 35B J NOTES: 1. THE OWNER SHALL DETERMINE THE CLEARING EXTENTS IN THIS AREA IN ORDER TO ARCHIVE AN AESTHETIC APPROACH TO THE PROJECT. C L I NT' X - STA 10+00.00, SW 366TH ST = STA. 20+00.00, 3RD PLACE SW 70 � � -- 346 - - - 354 356 - --- SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' KEYMAP NOT TO SCALE 1. REFERENCE APPROVED ROAD AND STORM DRAWINGS PERMIT# 15-106142-00-EN 2. SW 356TH ST AND 3RD PL SW HAVE BEEN GRADED UNDER THE PERMIT LISTED ABOVE. ADDITIONAL CLEARING AND GRADING FOR THIS PARCEL ARE DETAILED HERE IN. 3. MODULAR BLOCK WALLS OVER 4-FEET HIGH MUST BE REVIEWED UNDER A SEPARATE BUILDING PERMIT AND ARE NOT APPROVED AS PART OF THE APPROVAL OF THIS DRAWING. 4. SEE THE TREE RETENTION PLAN FOR TREES SLATED TO REMAIN AND TO BE REMOVED. LEGEND ---------------- DAYLIGHT LINE - LIMITS OF GRADING 402 EXISTING CONTOUR 400 PROPOSED CONTOUR -- — - CLEARING LIMITS SILT/FILTER FABRIC FENCE - . 4 INTERCEPTOR DITCH IBM CONSTRUCTION ENTRANCE mom SUBGRADE SURFACE ® FUTURE DISPERSION TRENCH FOR RESIDENCE 00D= MODULAR BLOCK WALL INSTALL STRAW WATTLES ON SLOPE Know what's b@IOW. C a I I before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE PREVISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS 2 24598 �' O/STEREO �ss'01VAL 1/8/2020 - ^ O U m J \ 1 1on J OD N N M in k. �� L '^ vJ Q C p Q 3 LU J o U W 0 W � � v c c J J ez V ZL0 0 w c\lo 41 = 0 0 00 E Z >� CO °' 0 1— o �M Ja 0 �U CAS U ao �o Zoe ° O It "0 �v 0ccot 3 � 3 �o c W 0 Ud Z 0 Z 3 VJ W 2 FIIII- O U) Z _ — (L 0 W z W Z o O z 0 U) Ir 0 \W Q 3 Ld 0 Ld LL. L- O U JOB NO.: 2069-002-019 DWG. NAME: GR-04 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: G R-04 6 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-4020-AAOF-BAE1326AF6CE 3 a Ln 0 � U C, O U 6 J 0)_ C U .E 0 E N O �m T T i m O W -� U 00 is 0 N 0 0 0 N V m 0 oa I I o w Mi i 0 � N 00 �o U N E� V) i o L% n IOWA 11 3 ■■r■■■■■■■■■rrr�■■r • ................. .....■.......... Room rrrrrr■■■r■r■ ouo■u . � �+, a h • �: ••o -• ' • -• •- • • • -• 3' MIN. 1' FREEBOARD MIN. off:°. °o\\ 01. 0 °e •apo 0 0 0 °-0 o 0 o; .0 0R 0.5' MIN. SWALE FLOW LINE VARIES KEY ROCK INTO SWALE 3" MIN. * DEPENDING ON SOIL CONDITIONS INTERCEPTOR SWALE X—SECTION & ROCK CHECK DAM SPACING BETWEEN CHECK DAMS: L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL 2 ELEVATION °oo B 1� I ° L Iil Ili �,. 0°0 2 0 FF°g'4��o 0. l NOTE: II ii� P IF THE IDS OR SCC DO NOT 2 TO 4 QUARRY SPALLS �I—I REGULARLY RETAIN STORM RUNOFF,THE CAPACITY CAPACITY AND/OR FREQUENCY 3 MIN. OF THEM SHALL BE INCREASED. ROCK CHECK DAM X—SECTION INTERCEPTOR SWALE w/ ROCK CHECK DAM NOT TO SCALE FULL FLAT TOP BLOCK AT TOP COURSE FULL BLOCKS AT LOWER COURSES MIN. EMBEDMENT 18" IN NATIVE SOIL. PROOF —ROLL PRIOR TO INSTALLATION PROVIDE FALL PROTECTION FOR WALL HEIGHTS EXCEEDING 30-INCHES -TW ELEV. FINISHED GRADE A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. RUNOFF WATER WITH SEDIMENT CATCH BASIN W/GRATE GEOTEXTILE MATERIAL Op.O 11001, �4"- 8" QUARRY SPALLS IF A ROADSIDE DITCH IS PRESENT, INSTALL GEOTEXTILE DRIVEWAY CULVERT PER KCRDCS 12" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. ROCK -LINED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE FILTER FABRIC OVERFLOW FILTERED WATER INLET PROTECTION DETAIL NOT TO SCALE II, GEOGRID L=HEIGHT OF WALL; LOCK INTO BLOCKS _I ---FREE DRAINING BACKFILL TO EXTEND (� _ AT LEAST 12" BEHIND WALL AINED FILL PERFORATED DRAIN PIPE - HOLES FACE DOWN. DRAIN TO DAYLIGHT NOTES: 1. STACK BLOCKS USING A HALF RUNNING BOND PATTERN. 2. BLOCKS SHALL BE CONCRETE WITH MINIMUM DIMENSIONS OF MODULAR BLOCK WALL DETAIL 2.5'x2.5'x5 NOT TO SCALE II-1I:I�III, III.-III=1" LEVELING PAD SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS * 15' ON SLOPES LESS THAN 50% * 10' ON SLOPES OVFR 507. WOOD SPACING @ 4' O.C. 8"-10" DIAMETER STRAW WATTLE NOTES: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH 3"x5" (75-125mm) DEEP, DUG ON CONTOUR. 2. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 3. STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. STRAW WATTLE DETAIL NOT TO SCALE ' MIN. NOTCHED GRADE BOARD 2"x2" NOTCHES 18" O.C. LIJ c _ �V) z In o z�z LIJ 0 J H 0�0 PROVIDE 6" GAP BETWEEN CB & GRADE BOARD GALVANIZED BOLTS 2"x12" PRESSURE -- TREATED GRADE BOARD 6" OR 12" PERFORATED PIPE — LAID FLAT/LEVEL. SEE PLANS FOR SIZE. 10 MIL HDPE IMPERMEADLE MEMBRANE 4"x4"x4' -,---' SUPPORT POST OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION 1' MIN. OVERFLOW DEPTH—, SURFACE AREA DETERMINED AT TOP OF WEIR \.� F3.5'-5' NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 1' DEPTH 3/4"-1-1/2" WASHED GRAVE (MIN.) NATIVE SOIL OR COMPACTED BACKFILL GEOTEXTILE CROSS SECTION 01 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY RIP —RAP —I DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER —GEOTEXTILE —1' DEPTH 2"-4" ROCK (MIN.) MIN. 1' DEPTH 2"-4" ROCK MIN. 1' DEPTH 3/4"—.5" WASHED GRAVEL MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TRAP OUTLET SEDIMENT TRAP DETAIL NOT TO SCALE END CAP OR PLUG CLEAN OUT WYE FROM PIPE 6" or 12" PERFORATED PIPE LAID FLAT/LEVEL. SEE PLANS FOR SIZE. ,,,-BACK EDGE OF C.B. TO BE A ADJACENT TO BACK OF TRENCH TYPE I CB W/LOCKING GRATED LID. RIM TO BE PLACED 0.5' HIGHER THAN TOP OF NOTCHED GRADE BOARD. CLEAN OUT WYE FROM PIPE 2" NOTCH 7 20% MAX. 2" GRADE BOARD NOTCHES. BOTTOM OF NOTCH TO EQUAL TOP OF SOIL ELEVATION TYPE 1 C.B. \CLEAN (5% FINES) 1 1/2"-3/4" WASHED ROCK SECTION A -A DISPERSION TRENCH NOT TO SCALE Kell= 1. WHEN TWO CB'S ARE SHOWN IN THE SAME DISPERSION TRENCH, THEY SHALL BE CONNECTED BY A 12" 0 PERFORATED PIPE. 2. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 3. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET ALONG FLOWLINE) 4. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 5. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. Know what's below. Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE REVISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS 0• 00 c �, oy 24598 �O 1/8/2020 - M O U �0 is rn J \ J 00 N N M � L L � .N �/ip VJ C cr a 3 o a d p Lli J W Uj U 00 vv � � 0 W Z B� _j_j 0 — Z� 0 W N Co �o 0 5 00 E Zoo c °'rn (n > > ( c 2'm Q ctf O W U c00 o Z o '> Q L O It -0 'v UcMli E — U) W a, 3 c •L 3 3 N_y DLO 6' 3: c W U 3 U a. Z C� z 2 V) W rrnn VJ Q � W L 0 NOMINEE Z W z W 0 �.- F- Z U - W rr o W W Q 3 w 0 W W U_ O V JOB NO.: 2069-002-019 DWG. NAME: GR-05 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: G R-05 7 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF60E c� C U 0 Ur J C a� U m T T om w -0 00 ad 0 1-1 O 0 rn O N m m o a U N w 00 L Q N C 0 N CO 00 E� iQ 0 n- 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. A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. DRAINAGE NOTES: (CITY OF FEDERAL WAY STD.) 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 7-08.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND 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 STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE 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 SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE 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 7-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). 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 SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". 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 7.03 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE. 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. 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 SATU R DAYS. 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 SOILS, CLEARING, AND GRADING NOTES EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1. GRUBBING AND GRADING ACTIVITIES SHALL ONLY TAKE PLACE DURING THE DRY SEASON, MAY 1ST TO SEPTEMBER 30, WITH THE EXCEPTION OF THE FUTURE SW 365TH RIGHT-OF-WAY. CLEAR CUTTING OF TREES AS IDENTIFIED WITHIN THE CLEARING LIMITS MAY TAKE PLACE 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. DURING THE WET SEASON AS LONG AS THERE ARE NO ADDITIONAL GRUBBING AND GRADING ACTIVITIES. 2. SOILS FOR THIS PROJECT HAVE BEEN IDENTIFIED AS BEING MOISTURE -SENSITIVE SILTY SANDS OVER DENSELY CONSOLODATED GLACIAL TILL. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE NATIVE SOILS FROM MOISTURE LEVELS THAT WILL CAUSE SOILS TO BE UNWORKABLE, UP TO AND INCLUDING COVERING EXPOSED, UNCOMPACTED SOILS AND SUSPENDING ALL EQUIPMENT MOVEMENT ON THE SITE. IN THE EVENT SOILS BECOME UNWORKABLE OR DEEMED UNSUITABLE BY A GEOTECHNICAL ENGINEER, THE SOILS EITHER BE TREATED AS DIRECTED OR SHALL BE REMOVED FROM THE SITE AND REPLACED WITH GRAVEL BORROW MEETING THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-03.14(1). 3. ALL AREAS WITHIN THE IDENTIFIED CLEARING LIMITS SHALL BE CLEARED OF ALL TIMBER AND SHRUBS AND MISCELLANEOUS VEGETATION. THE AREA SHALL BE GRUBBED TO A MINIMUM DEPTH OF 18-INCHES REMOVING ALL ROOTS, AND DEBRIS 2-INCHES IN DIAMETER AND GREATER. ALL AREAS WITHIN THE PROJECT LIMITS SHALL STRIPPED OF VEGETATION, ORGANIC SURFACE SOILS, AND OTHER DELETERIOUS MATERIALS PRIOR TO GRADING. ORGANIC TOPSOIL WILL NOT BE SUITABLE FOR USE AS STRUCTURAL FILL, BUT MAY BE USED FOR LIMITED DEPTHS IN NON-STRUCTURAL AREAS. ALL ROCKS 4-INCHES IN DIAMETER AND GREATER SHALL BE REMOVED FROM THE TOP 12-INCHES OF THE SOIL PROFILE. ALL CLEARING AND GRUBBING MATERIALS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER AT A LOCATION AUTHORIZED TO ACCEPT SUCH MATERIALS. 4. AREAS TO BE GRADED SHALL BE STRIPPED OF ALL TOPSOIL MATERIALS. TOPSOIL DEPTHS CAN BE EXPECTED TO BE 6- TO 9-INCHES IN DEPTH. THESE MATERIALS SHALL BE STOCKPILED IN LOCATIONS AS DIRECTED BY THE OWNER AND COVERED FOR USE AS TOPSOIL AFTER MASS GRADING HAS BEEN CONCLUDED. THE FINISHED ELEVATIONS/CONTOURS SHOWN ON THE DRAWINGS REPRESENT THE FINISHED SURFACE WITH THE TOPSOIL IN PLACE. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE SUBGRADE SURFACE AS NECESSARY TO ASSURE A MINIMUM OF 12-INCHES OF TOPSOIL CAN BE APPLIED IN ALL NON-STRUCTURAL AREAS. MATERIAL SHALL PREPARED B SCARIFYING 5. AFTER STRIPPING, ALL AREAS RECEIVING FILL BE E Y THE SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE EXISTING SLOPES ARE STEEPER THAN 4 HORIZONTAL TO 1 VERTICAL AND THE FILL HEIGHT IS GREATER THAN 3 FT, BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY A GEOTECHNICAL ENGINEER. SHOULD BENCHING BE NECESSARY, THE MINIMUM LEVEL BENCH WIDTH SHALL BE 8-FEET AND LEVEL FILL SHALL BE PLACED AND COMPACTED STARTING AT THE LOWER ELEVATIONS AND WORKING UP THROUGH THE BENCHES. COMPACTION SHALL BE ACCOMPLISHED TO THE DENSITIES LISTED HEREIN. WHERE PLACEMENT OF FILL MATERIAL IS REQUIRED, THE STRIPPED/EXPOSED SUBGRADE AREAS SHOULD BE COMPACTED TO A FIRM AND UNYIELDING SURFACE PRIOR TO PLACEMENT OF ANY FILL. EXCAVATIONS FOR DEBRIS REMOVAL SHOULD BE BACKFILLED WITH STRUCTURAL FILL COMPACTED TO THE DENSITIES DESCRIBED BELOW. 6. A QUALIFIED GEOTECHNICAL INSPECTOR SHALL EVALUATE THE EXPOSED SUBGRADE CONDITIONS AFTER REMOVAL OF VEGETATION AND TOPSOIL STRIPPING IS COMPLETED AND PRIOR TO PLACEMENT OF STRUCTURAL FILL. THE EXPOSED SUBGRADE SOIL SHOULD BE PROOF -ROLLED WITH HEAVY RUBBER -TIRED EQUIPMENT DURING DRY WEATHER OR PROBED WITH A 1/2-INCH-DIAMETER STEEL ROD DURING WET WEATHER CONDITIONS. ANY SOFT, LOOSE OR OTHERWISE UNSUITABLE AREAS DELINEATED DURING PROOF -ROLLING OR PROBING SHOULD BE RECOMPACTED, IF PRACTICAL, OR OVER -EXCAVATED AND REPLACED WITH STRUCTURAL FILL THE DEPTH AND EXTENT OF OVEREXCAVATION SHOULD BE EVALUATED BY THE GEOTECHNICAL INSPECTOR. 7. ALL MATERIAL PLACED AS FILL ASSOCIATED WITH MASS GRADING, AS UTILITY TRENCH BACKFILL, UNDER BUILDING AREAS, OR UNDER ROADWAYS SHOULD BE PLACED AS STRUCTURAL FILL. FILL PLACEMENT WITHIN THE PROPOSED ROADWAYS SHOULD BE PREPARED IN ACCORDANCE WITH THE CITY OF FEDERAL WAY ROAD STANDARDS. THE STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LIFTS OF APPROPRIATE THICKNESS TO ALLOW ADEQUATE AND UNIFORM COMPACTION OF EACH LIFT. FILL SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MDD (MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D-1557). THE APPROPRIATE LIFT THICKNESS WILL DEPEND ON THE FILL CHARACTERISTICS AND COMPACTION EQUIPMENT USED. MATERIALS PLACED AS FILL WITHIN NON-STRUCTURAL AREAS SHALL BE COMPACTED TO A MINIMUM OF 80 PERCENT OF MDD AND A MAXIMUM OF 90 PERCENT OF MDD. 8. THE SUITABILITY OF MATERIAL FOR USE AS STRUCTURAL FILL WILL DEPEND ON THE GRADATION AND MOISTURE CONTENT OF THE SOIL. AS THE AMOUNT OF FINES (MATERIAL PASSING US NO. 200 SIEVE) INCREASES, SOIL BECOMES INCREASINGLY SENSITIVE TO SMALL CHANGES IN MOISTURE CONTENT AND ADEQUATE COMPACTION BECOMES MORE DIFFICULT TO ACHIEVE. DURING WET WEATHER, THE USE OF WELL -GRADED SAND AND GRAVEL WITH LESS THAN 5 PERCENT (BY WEIGHT) PASSING THE US NO. 200 SIEVE BASED ON THAT FRACTION PASSING THE 3/4-INCH SIEVE, SUCH AS "GRAVEL BACKFILL FOR WALLS" (9-03.12(2)) IS RECOMMENDED. IF PROLONGED DRY WEATHER PREVAILS DURING THE EARTHWORK AND FOUNDATION INSTALLATION PHASE OF CONSTRUCTION, HIGHER FINES CONTENT (UP TO 10 TO 12 PERCENT) WILL BE ACCEPTABLE. 9. MATERIAL PLACED FOR STRUCTURAL FILL SHOULD BE FREE OF DEBRIS, ORGANIC MATTER, TRASH AND COBBLES GREATER THAN 6-INCHES IN DIAMETER. THE MOISTURE CONTENT OF THE FILL MATERIAL SHOULD BE ADJUSTED AS NECESSARY FOR PROPER COMPACTION. 10. DURING DRY WEATHER CONSTRUCTION, ANY NON -ORGANIC ON -SITE SOIL MAY BE CONSIDERED FOR USE AS STRUCTURAL FILL; PROVIDED IT MEETS THE CRITERIA DESCRIBED ABOVE IN NOTE 6 AND CAN BE COMPACTED AS RECOMMENDED. IF THE SOIL MATERIAL IS OVER -OPTIMUM IN MOISTURE CONTENT WHEN EXCAVATED, IT WILL BE NECESSARY TO AERATE OR DRY THE SOIL PRIOR TO PLACEMENT AS STRUCTURAL FILL. 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 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 STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. TOP SOIL NOTES 1. TOPSOIL SHALL BE PLACED IN ALL NON-STRUCTURAL AREAS WITHIN THE CLEARED AREA TO A MINIMUM DEPTH OF 12-INCHES. 9-INCHES OF THE TOPSOIL DEPTH MAY BE NATIVE SCREENED STRIPPING MATERIALS FROM THE SITE. THE TOP 3-INCHES OF THE TOPSOIL SHALL BE IMPORTED, AMENDED TOPSOIL WITH THE FOLLOWING CHARACTERISTICS: ORGANIC MATTER CONTENT OF BETWEEN 5% AND 10% DRY WEIGHT AND A PH SUITABLE FOR PROPOSED NATIVE PLANTINGS. COMPOST USED TO ACHIEVE THE REQUIRED SOIL ORGANIC MATTER CONTENT MUST MEET THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220. 2. TOPSOIL SHALL BE IMPORTED AND PLACED WITHIN THE NEW PLANTING AREAS AS FOLLOWS: a. SCARIFY OR TILL SUBGRADE IN TWO DIRECTIONS TO A MINIMUM OF 4-INCHES DEPTH. b. ENTIRE SURFACE SHOULD BE DISTURBED BY SCARIFICATION. c. PLACE NATIVE SCREENED STRIPPING MATERIALS TO A DEPTH OF ROUGHLY 9-INCHES. d. USE IMPORTED TOPSOIL MIX CONTAINING 5% TO 10% ORGANIC MATTER (TYPICALLY AROUND 40% COMPOST). SOIL PORTION MUST BE SAND OR SANDY LOAM AS DEFINED BY THE USDA. e. PLACE 3 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO 2 INCHES OF SOIL. f. RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS OVER 2 INCHES DIAMETER. 3. ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE AND FROM EROSION. 4. PLANT VEGETATION AFTER INSTALLATION OF TOPSOIL. EROSION. MULCH AS NECESSARY TO PREVENT 11. ALL JOB SITE SAFETY ISSUES AND PRECAUTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR PROVIDING SERVICES/WORK. 12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER, OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. , PERMIT NO. 13. MAXIMUM CONSTRUCTED SLOPE STEEPNESS SHALL BE 2:1 HORIZONTAL:VERTICAL FOR CUT AND FILL SLOPES. • CITY OF FEDERAL WAY 14. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2-03.3(14)B OF THE WSDOT STANDARD SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION 2-03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS. APPROVAL DATE 15. ALL EXCAVATED SOILS NOT INTENDED FOR USE ON THE SITE SHALL BE REMOVED FROM THE SITE WITHIN 48-HOURS. SOILS MAY BE STOCKPILED WITHIN THE PROJECT LIMITS ONLY. Know what's below. Cal before dig. SIGNATURE 16. DURING CONSTRUCTION, ALL EXISTING AND NEWLY INSTALLED DRAINAGE SYSTEMS, STRUCTURES AND PIPES SHALL BE PROTECTED FROM SEDIMENT, DAMAGE, AND DISTURBANCE. you R EV I NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS D. c '13� AFC 24598 E� 1/8/2020 - ^o U 0 00 N N 0 to �4 L 0)E ¢ U) a 3 o a 0 a LU W 0 c 0 c c Z w� JJ C7 - ZLO 0 W N M a)o U 'S 0 E Z U) 0 °' rn c E JQro O V� cl)*' _ 00 c 0 ca �; ZO J D O .� UMti E - co N o, 3 � •L 3 �) 3 C E0 .0� c W O UD Z O Z_ (N Q 3 Ld vJ Ld W 0 C � Z O " Z _ _Z � W z W 0 O cks U Wrr^^ 0 W W ~ Q 3 J W 0 w O U JOB NO.: 2069-002-019 DWG. NAME: GR-06 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: G R-06 8 OF 9 SHEETS DocuSign Envelope ID: EAFD189B-74A4-402C-AAOF-BAE1326AF6CE w ROAD CENTERLINE PER THELWIN HEIGHTS AND KCSP 1086038 lil I X �1 O ' 12" CONC IE=394.07 -7--_ .. GRAVEL DRIVE . 12" CONC IE=394.04 i 0 O ' i 0i TAX PARCEL 302104-9053 I 1311 I N� N , 12" CONC I: IE=390.68 SW 365th ST STREET SIGN 12" CONC. 1 IE=390.17 X W 01Q) C Y U O 0 0 � J C �0 'L -0 a � U m T T L M a W 00 Qa rn 0 0 04 LOT 11 LOT 10 TAX PARCEL 859490-0110 VERNON JOHNSON RS15.0 219. 220.00' j LOT 1 r/ TAX PARCEL 302104-9171 a ,,, CHUNG 11 LEE uj > RS15.0 a \O Oz LOT 2 TAX PARCEL ABANDONED 6" AC 302104-9059 - PER LAKEHAVEN PHIL GIBONEY AS-BUILTS RS15.0 KCSP 1086038 REC. NO. 8803100658 LOT 3 -L d TAX PARCEL = 302104-9172 O LAURA SIMONIAN A=90.1 1 '32" RS15.0 R-25.00' L=39.35' \ N a, N 88.45'40' LO o \ 183.66' i N � \ FOUND REBAR & CAP 0.2' NORTH OF CORNER \ TAX PARCEL 302104-9052 MICHAEL D. MARTIN RS15.0 FRI SURVEY NOTES 1. SURVEY PREPARED BY ENCOMPASS ENGINEERING AND SURVEYING. 2. DATUM: KCAS (KCAS-3.6'=NGVD 29) 3. BENCHMARK: CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK LOCATED IN THE MIDDLE OF THE INTERSECTION OF 21 ST AVE SE AND SW 356TH ST, ELEV=400.9572 FEET. 4. ESM ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS MAPPING. A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. TAX LOT 302104-9030 FEDERAL WAY SCHOOL DISTRICT NO, 210 THELWIN HEIGHTS VOL. 71, PG. 8 LOT 9 LOT 8 TAX PARCEL LOT 7 859490-0090 TAX PARCEL PATRICK WALSH 859490-0080 TAX PARCEL RS15.0 PAUL SOTO JR 859490-0070 TAX LOT 859490-0060 5' WIRE FEN E RS15.0 JESUS DIAZ LANDAVERDE FOUND ~REBAR CAP" \ \ \ \ RS15.0 LS #36195 1 2.0' NORTH OF LINi� ; s � A \�' /' FOD REBAR &,CAP \ \ \ / \ \ I \ I LS #107 8 ! \ \ / \ 5' WOOD FENCE \ „ < -&4' EAST GF. CORNERS J „ j \ 14 4 a101, 1s \ \ 6" 2118' \1� 0 „1 \\ \\\ \\ I2(, a1 2" CP9 8 i6 4' 6" 12" \6 16 8„ 2" 1 w .. , �\ C „ \ » \ \ \ \ \ TAX LOT 302104-9151 \ 1 1 10 ' \ ` \ 29' 8 ° \ 12 \ \ \ 8 10 \ 2" , V \ \ 18 \ 10 8„ % 12 Ld J 1 _ \ 7 „ \ \ �16 2 \ i T<,X PARCEL » \ , 181, 0 �4��' t ONTt.VISTA \ \ 20' 8" z 6 \ /: \ a 4LOT 30210`4-9173 ARN,ERS 1 a \ \ \ 2 0" to _ I 2 18" \ \ \ \\ TAX LOT 302104-9152 \8 I C \\ 30 ROAD & 16� LOT 4�j a g UTILITY EASEMENT F a R / � \ \ � \ \ ��•a^q, \ EC N0. 4577386 `5 TAX PARCEL 12 \ , 3021 �� \ 'l ` "1 \ l 04-9173 28 \ \ 18" 1 16";j \ � I , a \ ll , a 16' 101, -- \ 1 S`jj It 1 ... 1 6 i (1 a \ i SHF,D "\ ��\ 16'\ ` 30 6 \ 18 g ,8- \ » I » \ \ \ N� TAX LOT 302104-9153 Co 18 EC\ 8" �16" 12 \ ",� co l; E523.64'! 42'>� 12" a --1 24 , \ I 1 j II \� 24" g" I TAX PARCEL I �\ \ \ \ \ 42 I \I, \24 TAX PARCEL j EX. HODS \ 18" �1p 1\ 302104-9154 , \ 1 302104-9088 E \ 18 ` W - MICHAEL & KRISTINE ) 8 \ 1 » I / 2 " L� I MARTIN I CLARER 15.0 NEILL 5' WIRE FENCE 1 �'+ 2 »4"l I. Z RS15.0 I I 18 ! 6 �.? j i LLI I 22 ' 1 18 6 I �J co 28 » 6 10 a " 2\» \ 10, 24" '� \ \ 111 O" \ 8' 8 30' ROAD AND UTILITY n �8:' :1" 10" EASEMENT REC. NO. 4577386 o \ 20" �4 \ 42 22 Lf \ 6 ' Y 18" a 10 \ \ \` 28° a 34» 16 E..: , _ \ \ \ 'i0' 18" i 1 I 8» 1 \ \ 2?� a a 16" / .. 18 / \ \ 16" 34„ / 24 rr r SCALE: 1 4 „\ a 1 a, 12' -- 0 � o 18 i � � � 18' / / a 4 241 \ a 12" 18' 16" � \ a \ \ 40 20 0 40 80 18» a22" 6» ( I '� \ \ a 8 7 CONTOUR INTERVAL = 2\ 1: 18" a TAX LOT 302104-9068 5 WIR i 8( 118' 16" 8» 20 8»�... z 1 E FENCE 10„.( 8» I �0" I. :... 8" s 8„ a aaj 1" ( .( 18 8„ 6„ 6» \10» 12 8" 12" » a 16" 16 / �.. :.. 16 8� APPROVED 8„ 88' 20" 6 1a8 " . PLANNING " 6�a 14\1 sCity. of Federal Way 8» 8 » 14» `10„ a 41'10Dept. of Community Develo pm en t68„ 188 Permit # -U 12 j a 24 114r" 16" 10» 8' 81/ ` ` 2»28 ,s w ,; Date 0 / 16"11 8 ( ( a 1 » ! /� '� 8$ a 8" 16" 20" 6� `a 8 20" ' „ 4 �,, FV +� ` j t t ?�>, 18 18 14' B4" 18 \E/'�w y�� �"'!1 8 8 1�4 i . � (- / 16 16 2 1 ' 70 89 Y 14" s 8 _ 16„ 1 w W 00 .. : .. _.. 77- W yy \ W y--- A . .:. :. H SI_E\I. T- 6" 16" .�06 \\ " ly \ o PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : REVISIONS NO. DESCRIPTION/DATE BY 1 CITY COMMENTS ESM 10/16/2019 2 CITY COMMENTS ESM 11/13/2019 3 01/06/2020 ESM CITY COMMENTS 0 c 598 24CIS s ANAL 1/8/2020 to O U co M J \ -, 00 N M ,n �v L c, cQ 3 d o Ljj W wly U U) '0-0 Z o�LIJ -jJ ZLO 0 W N M +., O ob E z�Q �o m �Qcu O cj) U c: o Zoe O It -a •U 0 co u- N •L 3 �Y 0 0)�: c W U D U 0_ Z 0 Z U) 9 V, W z O O (� '_ z 0 W z W z V) X VJ �o W W 3.1 LrJ 0 W IL li 0 C) JOB NO.: 2069-002-019 DWG. NAME: EX-01 DESIGNED BY: PDG DRAWN BY: CJR CHECKED BY: DATE: 01/06/2020 DATE OF PRINT: EX-01 2 OF 9 SHEETS