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HomeMy WebLinkAboutR-404503:a o . io 0 i 4 V� 619840-0062 p,0® 30D D 0 30 Q= INT'X STA. 10+00.00, ROAD D Q� + STA. 109+07.23, 1 i,6TH AVENUE S.E. 4; PORTION _o 7 - O I 619840-0060 619840-0063 ROAD D Rb (SUBACCESS) SEE SHEET RD-01 N89'48 53"W 629.43' GOM 1 1 on" dam�. 122' 45' 45' 54' 105'10 OBI L'I ;n 1 1 +0 z 7 N 15 00' 1 1' 07" E 1$ o -��. �`' 5164 SF It 5353 SF ¢ + ,� cr ` �' 4463 SF 0 85' N40'33'3 - E S40' 1'29"E �� 89 1 n r r' 0.— 32 1N89'58'59 W N57'34'13"W 2g.`yU �S89'38'47"E 0 21 0 00 TA. 10+30.00 0 0 �- o f � ROAD MONUMENT �� o I g 4200 SF ¢ z q -� _ 58'07 16 E 17 0 20 04996 SF o 22 I. ( 1 1 - 4070 SF 0 N ( 4195 SF �4895 SF O �530 SF w -f- g r+� 4792 SF ! 105' N89'58'S9"W 105' o+ 109' N89'S8'59"W 0 10' PROPOSED UTILITY 96' (� r '` N +0 45' 3 40' 40' 40' 45' '� 45' 64' o & DRAINAGE EASEMENT W I S89'48'53" E ® w (020;' 15' I 0 o a o �_ Q_ o 47 \ c� �Io 0 0 0 l0 0 cn 00I O 19 2�' �5�� O d. , o o 0 00 cy O 4749 S7 5S + � 3838 SF ® I o 0 0 0 0 0 0 o cn h- 0I 1 8 r 6 ao N 96 9 rncn 1®�� 11 cncn 12rn� 13 ( w oo a ,� S89'48'53 E 716 SF 3599 SF 3600 SF 3599 SF 3916 SF � cfl 916 SF c h0 w INT'X STA. 15+16.00 ROAD B -� ' 399��° �� �_ _ .= STA. 40+00.00, T CT A 3996 SF �---- I 98 0 �� 40' 40' 40' 2U' 1 g� N S89'48'53" E �o X�O ►n 4+00 L2 15+�+ R0 D D 16+0 o SUBACCESS SEE SHEET RD-01 z `r 4248 SF 7 107' cv v7 . , 3 4,:. _ ..42' 4 1 42 42' 42 — —42�rl rn o S89'48'S3'E o' j�'j� 2'x33' PROPOSED 2 N IGHBORH R ILB6 T P K�I w +- o S EWALK EMENT SEE DETAIL ON T-04 0 I� _ T 4282 SF o O O o O 2 0 0 0 0 0 107' 23 0)0 24 8) 0)0 6 �0 0� 0� 5� o� O0 2 27 2$ rn 0 29 0 0 30 31 N 127' S89'48'53" E Jj. o !. O 20' 0 3780 SF 00 3780 SF 00 3780 SF 00 3780 SF a 3780 SF 0 3780 SF 00 3780 SF 0 3780 SF cD t z Tn 6 1485 SF � o V' 5806 SF 4477 SF 128' z 49' 42' 42' 42' 42' 42' 42'wommsfiralls 42' 42' 105,2.. ` M" Lou com am" N89"58'59`W 599 88' CUL-DE-SAC PER KCRS DWG 1-007 O INT'X STA. 12+97.78, ROADS B & C I I 15' PROPOSED PUBLIC + = STA. 80+83.09, TRACT E I ACCESS EASEMENT ! DEDICATION ,�� INT'X STA. 52+00.00, TRACT A 111 15' PROPOSED STORM DRA!'`IAGE EASEMENT I Wa �® ..J W'� � Q I Fr w I F_ LJJ T Q < (0o O = STA. 31 +23.53, ROAD A 30, r- 38' RIGHT OF WAY LEGALDESCRIPTION: FROM TITLE REPORT: FIRST AMERICAN TITLE INSURANCE COMPANY FILE #:4261-473774, 11 /1 /2004 PARCEL A LOT 4 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAY RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL B LOT 5 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL C THE EAST 30 FEET OF LOT 6 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL D LOT 7 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHIN%GTON; EXCEPT THE NORTH 70 FEET OF THE WEST 225 FEET THEREOF; AND EXCEPT THE WEST 300 FEET OF THE REMAINDER OF SAID LOT 7. PARCEL D-1 A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS CREATED BY INSTRUMENT RECORDED DECEMBER 27, 1993 UNDER RECORDING NOS, 9312272113 AND 9312272116. PARCEL E LOT 7 IN BLOCK 2 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KIN(; COUNTY, WASHINGTON. Im SCALE: 1 If — 50, 50 25 0 50 100 HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVD '88, BENCH MARK - 4" X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION = 514.98 FEET. TRACT SIZE (S.F.) TRACT TABLE DESIGNATION OWNERSHIP MAINTENANCE RESPONSIBILITIES TRACT 'A' 3,516 ACCESS -LOTS 14-17 H.O.A. H.O.A. TRACT 'B' 20,020 PARK H.O.A. H.O.A. TRACT 'C' 2,720 ACCESS -LOTS 32 & 33 LOTS-32 & 33 LOTS 32 & 33 TRACT ID' 28,816 DRAINAGE FAC./O.S. K.C. K.C. TRACT 'E' 1,485 ACCESS -LOTS 5 & 6 1 LOTS_15 & 6 LOTS 5 & 6 00 O� O� CO �i !""fT'X STA. 3-9+ 36.82, ROAD A TA. 204_, 9.54, 120TH AVENUE S.E. �„ _ 00 95'� _ W - -}— ; -F-- -r�-- -} - -}— - I -}-- - S E SH 3 270 S GZBA EE SHEET RD-02 r " — + , .. .,.: .: ,. ., :;:•.,::r" _ Fti: .n±4 i :A .y- Ftf. '.�,'^rai'— rR .. -'.fl: N ''� _ © N N89 55 58' E 93 � � .� ,.,> .., . , ,O - 40' 0 1 40' 4 40' 40' 4 - 40' 4 40' 40' 225' p N O r• 32 0 36 S57.39'41" E — -- -r— - -- — - — D� t~, 6649 SF z 0 �r r 4'x27' PROPOSED — 2.x26.5' PROPOSED 1 NEIGHBORHOOD MAILBOX UNIT 10 PROPOSED UTILITY STA:' 39+06.82 ROAD MONUMENT, TYP. z LO o 4334 10F , In SIDEWALK EASEM NT SIDEWALK EASEMENT SEE DETAIL ON SHEET DT-04 & DRAINAGE EASEMENT PER DETAIL ON KCRS DWG 5-014 95' `" N88'38'38"W P = 30 82.74 z 9 z z z z \z { z z z z S89 55 58" W 20' °cv o $�, o 0 0 0 0 0 0 0 0 0 0 0 0 . z TRACT D 0 0� lo� 0 0- o '� 0 0_ O, 0� 0-' a 75.03' 33 N � 4140 SF 1 I 33' 137 3$ �' � 39 � � 0 � � 41 �' � 42 � ., ��3 � � 44 �' — 45 -� 446 � � -� 47 � 48 � 49 DRAINAGE FACILITY &OPEN SPACE 1 5428 SF 104' 0 I - N - N - - - N - oN _ oN - - N - 28,816 SF ® O� 7 � N N88'38'387W - 14' 19 I 0 J � 1 � Dt I N co (STING EASEMENTS I 1- � 60 34 15 5 13 Sr 4689 SF 4686 E 468 SF 4682 SF 4679 SF 4677 SF 4674 SF 4672 SF 4670 SF 4668 SF 4665 SF 4663 SF EX CD N I z 4708 SF _ _ — ® ELECTRIC TRANSMISSION LINES 50' — — gg� - 0 47' 40' 4O' 0' . 40' 40' 40' 40' 40' 40' 40' 40' 40' WITH NECESSARY POLES, WIRES, ,© N89'50'S5" E 960.57' FIXTURES, ANCHORS AND GUYS RECORDING #3728997 r� ®ANY EASEMENT FOUND OF THE FACE OF THE PLAT VOLUME 47 OF p.0 PLATS PAGE(S) 74 g INGRESS AND EGRESS, RECORDING #9312272113, #9312272115, AND #9312272116 SANITARY DRAINFIELD RECORDING #93122721 14 AGREEMENT FOR INTERIM SERVICE(METHOD #4) RECORDING #9406301552 AND #9406301553 I SANITARY SEWER LINE(S) AND �j APPURTENANCES RECORDING' #9406301554 i 9 WATERLINE(S) AND APPURTENANCES RECORDING #9406301555 ALTERNATE SEWER SERVICE AGREEMENT RECORDING #9406301556 ® UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTHIBUTION SYSTEM RECORDING #94U7060503 ROAD MAINTENANCE PROVISIONS RECORDING #9408180236 — — CL OF PAVEMENT -' I I I \ /— (� OF RIGHT OF WAY CO �C) �a,. g� �p �,�0 \�) 192ND STREET LINE TABLE LINE LENGTH BEARING L1 98.43 S89'48'5S E L2 176.50 S00'11'07"W L3 389.58 S89'58'59" E L4 147.50 S00'01101"W L5 30.00 S00'01101"W L6 19.51 S46 08'44" E L7 769.06 N8955'58" E L8 82.74 N01'21'22"E L9 133.27 N89'55'5T E L10 36.98 N00'11'07"E L11 15.09 N3632'53" E NOTE: DIRECT VEHICULAR ACCESS TO OR FROM LOTS 1-6 TO 116TH AVENUE S.E. IS PROHIBITED. 248' CURVE TABLE CURVE LENGTH RADIUS DELTA C1 90.32 57.50 90'00100" C2 85.03 55.00 8934'36" C3 14.57 19.00 4,755'19" C41 78.69 55.00 90'10'06" C51 12.06 19.00 36'21'46" KING COUNTY D.D.E.S. _ —3-- 1-0is Re ' w E ineer" Completion Dot, Senior Engi eer Completion Dot, JAMES 1-1. SANDERS P.E. Approval Date DEVELOPMENT ENGINEER Comments: eo 1 W W O zN O W N _ T 0 0 0 N 3Q' i t CO w _ cn �O w 'Q) (1) & 0 U 0 0 0 0 r L11 Z 1zo R-404503