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Home My WebLink AboutTED4003246.1REVISIONS 9, 0 0 U 0 z Y o 0 O z LJ Ld m 0 Q LJ id Z 0 (j) �m= �Q> J¢ WWU 0 0 w CL LL Z 00 �'_ � .0 of Z u� 'w ® C c =v E _ a E �I �N Ccn c: cs 00 CL w O} = J U = Qzz `' II z U)wo w LLJ JOU O O Z J Q -V) U V) J U Q J U' 0 0 0 0 0 w Y > O > Of (n 4 Lil IL c7n o a U Q CL Ww CL J J Q �- N W F- ma Lc)Q 0 ) p m F- F-- w w o 0 z z 00 cLAJ o LL. oo s w Of 0 c) alf CK a- CL o V)V) x x SEC. 15, TWP. 23 N., RNGm 5 E., WM- F?ST " RESIDEN TIA L SUBDIVISION F?ENTON., W (PROJECT NO. LUA-, PP) /R l 0 Qz �F F NAL NA t L 3,05 EXPIRES: MAY 6, 2007 51 C 1 COVER SHEET LA� OWNER/ LIBERTY RIDGE, LLC CIVIL PACIFIC ENGINEERING DESIGN, LLC SURVEYOR : CENTRE POINTED SURVEYING WETLANDS SHANNON & WlLSON, INC. C2 TEMPORARY EROSION/SEDIMENTATION VICINITY MAP o 9125 iOTH S 4180 LIND AVE. S.W. 33701 9TH AVE. S 400 NORTH 34TH STREET CONTROL PLAN 0) 0 DEVELOPER ENGINEER WA 98055 FEDERAL WAY, WA., 98003 ENGINEER. SUITE 100 C3 TEMPORARY EROSIONISEDIMENTATION SEA TTLE, WA., 98108 RENTON, ,- PHONE (425) 226-1000 PHONE. (425) 251-8811 PHONE; (253) 661-1901 P.0 BOX 300303 CONTROL DETAILS ' E.: 4 FAX: 425 228-4924 FAX; 425 251-8880 a _ U WA. 98103 C4 TEMPORARY EROSION/SEDIMENTATION � � � GEOTECHNICAL EARTH CONSULTANTS INC. SEATTLE, , „; T T W PHONE: (206) 632-8020 CONTROL DETAILS AND NOTES 1805-136 TH PLACE N E SUITE TE 201 $, i -' s, _ _ Z In Lo 0 d �.'!, ! r. ,0. 9069 � ! 1 �. �3 Z ENGINEER: 1 FAX, (206) 695--6777 t�5 HORIZONTAL CONTROL 2 3 t ' ' ; : ,035,E BELLEVUE WA, 98005 � ® W N N Z PHONE: (425) �643-3780 C6 COMPOSITE UTILITY PLAN Z W C 7 GRADING PLAN (NUR TH 1 /2" t ! M A R r i� s A C R E �� c�� Z� to X Lo m (J C8 GRADING PLAN (SOUTH 1/2)� _� ._teUNIT � ..' - 00 W = N W Q C9A GRADING DETAILS AND NOTES 1' - -- `1 • LL -w, _ `: t ¢......s , •, 4 i r O f I 3 z l . s e C9B GRADING DETAILS r , �4 ��< I I c C9C GRADING DETAILS _._ :hh I CIO N.E.. 2ND PL STA. 9+92.81 TO STA. " �v. , -_ , __ - 13+30, O�O PLAN AND PROFILE I � _ s C11 WHI TMAN PL N.E. STA. 13+-30° 00 TO STA. ; ;A LU 5�'Ts ��n �� _j M 1 __tom _ ° _ a 16+50.00 PLAN AND PROFILE s 2�� _ u r■■� i ) 5 _ ST. ., ee..+.niti Y1 58. { 7 155, a8 324.02 < 323.83 > C12 WHI TMAN PL N.E N.E. 2ND CT STA, 16+50.00 _ „ /� 2 ° re 317.02' < 316.83' > TO STA. 19+50. 00 PLAN AND PROFILE ' ° 9 5 y' �� A; 7:$ 4;zr afsi � t_ + Fi 10 �. 4.I6AC. s - ^ II 1 I1 I I III 11 11► IIIII IIIII IIIII IIIII I I I I I I I I I I I I I1 I1 I I w ,"aC13 N.E. 2NCT STA, 19+50.00 TOSTA az 23+24.45 PLAN AND PROFILE_ C14 ANACORTES PL N.E. STA. 29+96.40 TO STA. x� U 32+50.00 PLAN AND PROFILE'14 13 IIII 12 II { 11 I 110I I I I$ I I 7 1 1 6 5 4 3 ? I I C15 ANACORTES PL N.E. STA. 32+50.00 TO STA. N 1 I I I I I I I I { I � 1 1 I I 11 III III III 11 1 III III I I I I I I 34+28.99 PLAN AND PROFILE i t I I I I 1 1 l i I I I I I I I I I I I I I I I I i C 16 BREMER TON AVE. N. E STA. 17+ 78.76 TO STA. 21+50.00 PLAN AND PROFILE VERTICAL DATUM II II II II II II ' CITY OF REN TON, NA VD 88 CONTOUR INTERVAL = 2' 1 I L - - - J I I / - _ - - - - C 17 BREMER TON AVE, N.E. STA, 21 +50.00 W ^ I I / TO STA. 23+49.59 PLAN AND PROFILE BENCHMARK �. Y - _ J C 18 DETENTION POND PLAN w W i ~ . ,.., W c� 4J m _ _ C 19 DETENTION POND CROSS SEA., TIONS - - - No BASE, L. 2Nt:� CT ._ C20 STORM DRAINAGE DETAILS AND NOTES J - a Q Q KING .COUNTY POINT RENT 1852. W # C21 STORM DRAINAGE DETAILS _ FOUND PUNCH IN 3„ KING COUNTY SURFACE BRASS DISC AT THE STREET I 15 ;4 I / W v CN I ' L ri -®--� �s OAD AND UTILITY PLANS) SHEET INDEX (PARCEL NO. 518210049, 518210050 AND 5182101 LU C22 STORM DRAINAGE DETAILS INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE z, C23 N.E. 2ND PL STA. 9+ 92.81 TO STA. NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. 13+ 30.00 SANITARY SEWER/ WATER j PLAN AND PROFILE ELEVATION= 454.78 FEET. 42- i � C24 WHITMAN PL N.E STA. 13+30.00 TO STA. I , SI TE: 16+50,00 SANITARY SEWERS WATER SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF' GATE. PLAN AND PROFILE - I I I III -I ELEVATION= 407.96 FEET. I--._- --- --- C25 WHITMAN PL N.E/N.E. 2ND t�T STA. 16+50.00 - -- I I I I I I I I I I Z TO STA. 19+50.00 SANITARY SEWER/WATER r- I I I I I I I I I 40 PLAN AND PROFILE NOTE-' �- I I 1 ----I ( I I _ .M1- -_ I � C26 N.E. 2ND CT STA. 19+50.00 TO STA. - _ _._ ._ J I L - _ - _ _ 23+24.55 SANITARY SEWER1/WATER CONSTRUCTION ACTIVITIES ARE LIMITED TO THE HOURS BETWEEN 7: OOAM AND 8: OOPM, MONDA Y THROUGH FRI DA Y AND 9: OOAM AND 8: OOPM SA TURDA Y RMC `� r- - - -- - - - --- -- - ---- - -I __-. - __. __ ._ PLAN AND PROFILE ( T _j I C27 ANACORTES PL N.E. STA. 29+96.40 TO STA. SECTION 4-4-030.C.3,8). IN ADDITION, HAUL HOURS ARE LIMITED TO THE I I 55 61 I I I I I I 32+50. QO SANITARY SEWER/WATER HOURS BETWEEN 8: 30AM AND 3: 3OPM MONDA Y THROUGH FRIDAY, UNLESS 1S I I I L - - - - - - - - --1 39 1 1 1 PLAN AND PROFILE APPROVED 1N WRITING IN ADVANCE BY THE DEVELOPMENT SERVICES DIVISION �) C28 ANACORiTES PL N.F. STA. 32/ 50.00 TO STA. (�`?MC 4-4--030.C.2). --� I - - - - - J I __ - - 34+28. S 9 SANITARY SEWERi WA TER - - - - - 54 ► _ - - --- ---------- -- - m PLAN AIVD PROFILE LEGAL DESCRIPTION I I 1 (� - _ _ -- - W I C29 BREMER TON AVE, N.E. STA. 17+ 78.76 Q 19 �, , I 62 I T j 1 45 Li - - - - - - - - -► -- _ I 38 1 I I i TO STA. 21 +50.00 SANITARY SEWER/ PARCEL A: - - _ - - __ - J (y - - - - WATER PLAN AND PROFILEL THE SOUTH 110 FEET OF THE EAST 215 FEET OF THE FOLLOWING DESCRIBED - - - - -�--- -. C30 BREMER TON AVE. N.E. STA. 21 + 50. 00 PROPERTY: THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE --- - _. - - - e _ \ _ _ 1 _ _ TO STA. 23+49.59 SANITARY SEWER - I __ --�-- --- - _ _ / NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP hI.E® 2N® 20 .•�► ] 1 i3 % I I I : ; WATER PLAN AND PROFILE 23 NORTH, RANGE 5 EAST, W.M.; t ..• \ \ �.,_„� I C31 SANITARY SEWER DETAILS AND NOTES _ ___, _L-----J _ _ - _ - _ - - - �- _ �I C32 WA TER DETAILS AND NO TES L. (PRIVATE `� � ,� \ � , - ,-�-' � _ - - - - EXCEPT THE EAST 37.5 FEET THEREOF FOR ROAD, ROAD) �- - - - -. 1 - - �- - - - - - C33A WATER DETAILS 7 � „% 36 + 47 � �y C336 WATER DETAILS ALSO KNOWN AS THE SOUTH 110 FEET OF THE EAST 215 FEET OF THE NORTH ` 21 \ 52 i �1� I I I C34 EXISTING CONDITIONS PLAN HALF OF TRACT 5, MARTIN ACRE TRACTS, ACCORDING TO THE UNRECORDED PLA T THEREOF, \ � 1 1 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. %(22 �, �► \ � / � / � / - PARCEL B: • / 50 i - 50 0 25 `�0 100 I ` - - THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER riOF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE, 5 EAST W.M. I I I I -_ _.. GRAPHIC SCALE %4 331 1 32 ► 31 I I 349 EXCEPT THE EASTERLY 7.5 FEET THEREOF FOR ROAD; I I I ► I I I I I - ;�. SCALE= 1� = 50 1 III III III III (ALSO KNOWN AS THE SOUTHERLY HALF OF TRACTS 5 AND 6, MARTIN ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF, _� ZONING SITE AREA SITUATE IN THE COUNTY OF KING STATE OF WASHINGTON w 117 N TRACTG f TRAA CT B A - -- --- --- - _' f z , PARCEL C: -` R-10 9.45 ACRES THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER N.E. 2ND LN OF THE NORTHWEST QUARTER Of' SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 BASIS OF BEARING EAST, W! M.; ` 324.62' ii <324. ' ° TRUE NORTH. BASED UPON GLOBAL POSI770NING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE EXCEPT THE EAST 37.5 FEET THEREOF FOR ROAD; NORTH ZONE COORDINATES. A CONVERGENCE AND EXCEPT THE SOUTH 110 FEET OF THE EAST 215 FEET OF THE REMAINDER, ANGLE OF 00 58 30.28 COUNTERCLOCKWISE \.` WAS APPLIED AT A PUNCH MARK IN 3" KING (ALSO KNOWN AS THE NORTH HALF OF TRACTS 5 AND 6, MARTIN ACRE 2 I i III III III I I tr ` COUNTY SURFACE BRASS DISC, AT THE STREET I I I� TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE III III III III III 1bINTERSECTION OF NE 4TH ST. AND 148TH AVE. .SE, SOUTH 110 FEET OF THE EAST 215 FEET OF SAID TRACT 5); I I I I I I I I I I I MARKING THE NORTHEAST CORNER OF SECTION 15, I I I I I I I I I TOWNSHIP 23 NORTH RANGE 5 EAST OF THE E DIAN, THE NORTH AMERICAN SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON L---J L_-__l L1 �_ _ l___-_A L--J L___-- _- WILLAMETTE M RI \; DATUM OF 1983/1991 (NAD 83 /91) GRID 317.62 G324.45'> ' COORDINA TES WERE FOUND TO BE 180903.998 / - 1316622, 321 AT THAT POINT. THE I N VERSE OF - CHECKED FOR COMPLIANCE RECOMMENDED BOTH THE SEA LEVEL CORRECTION FACTOR OF = 0.999981824 AND THE GRID SCALE FACTOR OF TO CITY STANDARDS FOR APPROVAL 1.000002187 WAS APPLIED TO THE GRID 1► Date COORDINATES FOR SHOWN GROUND DISTANCES BY: y= oS Date i BY* Date Q Z 0 0 W W i � N vrnf' V Im 0 1 N I' N LO Iq X LL O ZU 000 i O i D W ooN W �N 0 Q� U? N � = LLI � J W ®I 1rrz w CE WLoQO 0 mNW I fi LL JF)co CE PROJECT NO.: 02054 DRAWN BY: JGC ISSUE DATE: 03-07-05 SHEET REV.: _06-13-05 COVER SHEET 02054CV01 40"r-9 14-004FID ( (-, -