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HomeMy WebLinkAboutLarge FormatA_ Amllkv� ' I POR. NE 1 /4, SW 1 /4, SEC. 3, TWP 23 N, RGE 5 E., W.M. FOUND 2" BRASS DISC I IN CONC MON 0.2' DOWN IN CASE AT INTX NE 215,1 ST. k DUVALL AVE. N.E 1 (2-24-98) SSMH N RIM ELEV - 426.56 3 SSMH CTR CHNL= 412.05 8' PVC E.S 42s.. SS SS a96.3 SSMH N87.29'50"W C 489.77' SSMH RIM ELEV = 426.48 CTR CHNL= 412.28 8' PVC N,W i 5' ' .-. WV � SCALE: 1" = 20' � o• 10• 20' 'N 27.4 r, GRAPHIC SCALE LEGEND 3 OTES B 42 .4 N SURVEYOR'S LEGAL DESCRIPTION o BOLLARO >� MONUMENT 426. 1) THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SET PROP. COR. AS NOTED SIGN n SIGN POST SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS LOTS A AND B OF ROBERT E. PETET SHORT PLAT, INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. O FOUND PROP. COR. AS NOTED MB o MAILBOX BASIS OF BEARINGS RECORDED IN BOOK 115 OF SURVEYS, PAGE 269, RECORDS OF KING COUNTY, WASHINGTON 2) INSTRUMENATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE AND C ROCKERY i BEING A SHORT PLAT of TRACT 1, JOSEPH P.MARSHALL ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY ® MON IN CASE N4' S9.22'E TRACTS ACCORDING TO THE PLAT THEREOF, R EXCEEDING STAND•�OS SET BY WAC 332- - X FENCE LINE CENTERLINE OF DUVALL AVE. N.E. • 3 RECORDED IN VOLUME 38 OF PLATS, PAGE 30, WERE FIELD TRAVERSE MEETING 4 SET MAG NAIL ' r � 130- 090. t_iJ RECORDS OF KING COUNTY, WASHINGTON. -UGP-UNDERGROUND POWER LINE N POWER POLE W/ UNDERGROUND CONDUIT H LOT 1 OF FRAN BRIER SHORT PLAT 3) SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN ASBUILT ppU TOGETHER WITH DATUM RECORDED IN BOOK 18 OF SURVEYS, PAGE 250. THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, - T UNDERGROUND TELEPHONE LINE � O RECORDS OF KINGCOUNTY, WASHINGTON. BEING THE TOP ELEVATION OF THE STRUCTURES, ANO THE INVERT ELEVATIONS OF ANY GUY F- GUY POLE o CN A SHORT PLAT OF A PORTION OF TRACT 2 , JOSEPH PIPES ENTERING OR LEAVING THE STRUCTURES. IT IS STANDARD PRACTICE TO - W WATER LINE CITY OF RENTON ' P. MARSHALL TRACTS ACCORDING TO THE PLAT SHOW THE PIPES CONNECTING THESES STRUCTURES AS STRAIGHT LINES. THIS IS EJB 0 ELECTRICAL Jl1NCT10N BOX 426. E • THEREOF, RECORDED IN VOLUME 38 OF PLATS, ONLY AN ASSUMPTION AND THE ACTUAL LOCATION -OF THE PIPING MUST BE -SS SANITARY SEWER LINE � � CONTOUR INTERVAL = 2• f 417.3 426.3 1 PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. VERIFIED IN THE FIELD BY THE CONSTRUCTION CONTRACTOR PRIOR TO ANY TMH © TELEPHONE MANHOLE ap � aQ , �,, CONSTRUCTION.TR -SO STORM DRAIN LINE O TELEPHONE RISER O 4) UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FlELD LOCATION - G GAS LINE N BENCHMARK INFORMATION U)i M OF EXISTING STRUCTURES_ FIELD LOCATION OF U11UTIES BASED ON LOCATOR PAINT TT a TELEPHONE VAULT MARKINGS AND LOCATIONS BASED ON UTILITY MARS FROM CITY AND UTILITY DRAWINGS. WHEELCHAIR RAMP ORIGINATING BENCHMARK: CITY OF RENTON 'BM 1844' ® 1 v FH FIRE HYDRANT FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON CASE MB 5) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE E-+-> POWER PAINT MARK AT INTX. OF SUNSET BLVD. S.E.AND DUVALL AVE S.E. OF EXISTING U11UTIES PRIOR TO CONSTRUCTION. WM ® WATER METER PPM ELEV = 409.38 a � CB (--•-) GAS PAINT MARK t,t RIM ELEV = 425.98 WV tf4 WATER VALVE GPM B E�-�-> TELEPHONE PAINT MARK IE=423.86 8"GONG. W WMH W Q WATER MANHOLE TPM TBM-A SET CHISLED SQUARE AT NW COR OF GONG PAD UNDER WATER PAINT MARK a WPM POWER XFR ON N. SIDE OF N.E. 18TH ST. SDMH ® STORM DRAIN MANHOLE ELEV = 423.48 3 B 426. F i R8 ELEV �. 4 IE = 423.77 8" GONG E 426.43 CB 0 CATCH BASIN TREES TBM-B TOP OF 'ESM' REBAR AT 'LOT 5' ON SOUTH ? IE 423.46 12' CONC. S SSMH Q SANITARY SEWER MANHOLE CONIFEROUS ELEV = 424.28 SSMH RIM ELEV = 426.28 vt 427 0 6 Lp ALIGHT POLE (RESIDENTIAL) DECIDIOUS CTR CHNL 411.28 8" PVC, N,S , I _ 0 wd I SSMH a26.5 \ If I IE - 417.1' CB RIM ELEV = 425.78 i� 1 0 12' CONC. IE = 422.67 12" GONG NW .I� 1 �2r'• --- 's p PPv /TR P IE = 422.63 12" CONC. S I 426.89 W W W �'" o- - W W W W---�--42- P \ P P P P P ---- L . .. n - 421-2 P p C 2e.a a26.S`- _-9 P.: P P N \ azo 3 / -- -- • a19.t9_ P 419:,9 'r- PP a2ty 42 . i WMH -�P ��„-.1 -__ -__� 5F2 : ---� uL- -• 423.3 26. PP W/UC p X - X X` 27.6 `---«4138 a22.�\. Ec�O. O • W 1 42 3 426.5 427-8 X X X�� - �C X X X -- - �_ �- -\ �- s n - - - - -y - - _ ____ 419.6 _` . `� 2" CONC2, I B 421-T. 420.2/ N I R \ N87.26 13 W - _ - FOUND 2' BRASS DISC 1 264.00' S00.66 - -. _. -_ 26.6 � \ a1a:5 420.0 - . 421.7 _. a23.1 SET IN TOP CONC MON 3 _ \ _., T 28"F � � _ I `O \ \ \ . 421.5 ' 41 a20.0 \ � a20.9 / 0.4' DOWN AT INTX OF NE 427.2 ZOTH PL dt DUVALL AVE NE V) \ . at9.z _ 1 1 I \ \ 21-6 I 24"COO 4ta� 18"COT ' 32"COT �30"COT �•5 � � � ` aj � � "GO.R. 1841" I I / \ \ 0 at8.sr"� • 41a2a189 / �, j 418-4 / \ �. - ` 420/7 ELEV = 426.41 I I i ,- \ a2z-t 18 COT a - - - - `G1�• / \ \ \ 4227 * I .t t4 COT ` ` \ • a14.9 OT a,s.e / at6:a 1 x I 23.6 \ 10"F / • 417.3 22"COT 417.2 tat 416.5 / IE - 415.T (2-24-98) / WM I -a2s.9 1, 427. $�� \ \ 4"FR 1 O"FR \ 13'F ( 10"F / • an.6 T 416.6 \ 24"A ��� 12' CONC. 421-7 N / \ • a25.t \ \ � I / / �- � • 417-5 24 CO 416.4 _i a • 417.7 416.4 416.9 \ 425.7 \ \ 10"A • 420.9 I \ \ = a17-6 - - - - - - \ 426.7 1 42 .6 . 424.7 \ 1^A I / 16"COT \ I l�ra0 ��a� \ 427-81 \ I I 419-3 7" / - -----_--,\ \\ 466.5 428. 429.2 I • \ I G420.4 / 417.9 \ \ I a29 2 I 14 COT / / 420.5 \ \ 4za1 HOUSE \ "? 426.t 2 4S N \ \ • 423.9 • 421.8---------\ 416. . a . 423.o I '`� 16"F f . 4z3.1 \ \ \ � 26 427.7 \ I 3 1 t / 423.2 \ \ \ \ 11 41 .6 P t •4t8.1 � •417.9 / / \ `` C • i417.1 421.7 ' • 4Z,5 - \ .1420`4 \ J �''� t2"F 1 . 418.3 / / / 423-0 \ 1 \ 12"COT 1416.8 • 423.6 3SJJ ` n \ I 12"F • 9 1 / / / 421.4 • 421�I \ \ \ ` 141 4 • 416.5 i W 429.7 429 - 427.6 / / \ • 417.3 428. - 425.9 I \ 1 1 \ ` b4»COT 6"CAI 4/7.t N 426.8 426.3 ` 1 // 4 t 5 1 \ 415-6 / 6.4 427. / . 425.2 1 4 3.0 \ 4Tt.7 \ \ 14"CO ` Q / :I 3-_ 426.d 426.3 426.5 ' I 16 F �•/ /110"F 1 1 it • 423.5 / �\ a2a.0 \\ , \ 4i6-6 } Z r I 426.3. \ \ \ I / \ . 4A,.t \ 36"COT az7.z \ \ I . 423.2 W �7r1,@220 1 . 419-1 , I / \ I 1 1 \ \ . 4,6.4 ARAGE \\ \ V I �12 F • 41k.6 II • 422-9 / • 421.3 • 421.8 421.91 1 11 ` \\ • 416.4 \ 424.2 15 ` I \ G 1 4• r 12 F \ \ 423. M I \ \ 420X • a22� ( I , \ `` ` 416.1 416..44 42&a Q 1 \ 1 10 tt 5 STD. I 1 ) �c� • 3.0 N I • 21.6 419-7 / I I 427.8 / 0 , »F \ , , - 1 Q"F • 422-2 r I 1 \ \ 3 a2s.3 v N 24"F 15'F 1 "F Z / I \ 42B.2. 426.4 cp / I C8 \ L 426.4. . , RIM ELEV 424.70 I _ I cv 2a.o / 4z6. nj I 1 az7.s 421.9 `12"CgT . a22-9 / 24"COT • 42A \ 7 12" CONC. NW v�i N \ a 4 3 / \ 23 7 422.2 ' 12"F / 1 • 423 8 / N ( . 42i. 23.2/ IE 22 S vs to M / V 365-F / I / N 1 / I / O� 1 IE - 422.35 12 CONC. [ I 1 \ % \ 12 F a2,.3 a a22.7 / 1 \ I `� B / 4- 426.z I 1 • a27-o / \ t0 A 1 12"F , `\ N ?53 t - s MB7 1 � -�( 4 6 • 421.4 / . 421.8 \ . 422.1 �r�•+,1J\`_ �\ 1 423 ` (D 418.8 » \ \ ` 1 1 �./42015 \ 415.7 \ I \ \ ( 10 A 1@, 4z2.7/ 24 COT N 425.6 \ i \ S2 1 -�--- _ 42 - N87*26'.13"W 1 269.49' • 4�6.1 \ 14 F ' 4z2.z s \ \ 1 1 I \ \ \ 4,s.6 b / p 1 E;. �425.7 ` 8' F \ Y ` \ atg. 91o.� Q� \ 1 •14z • zo.7 \ \ 1 426 \ a25.2 2a. 16 F \ �j ^F / V S • 1 \ ` \ $"COT { • 1 azV 1\ FOUND MON IN CASE ! \ \ -•.426.-- / f ��� �.% 11 . 42,-8 I \ \ C.O.R_ CNTRL NETWORK \ l a2sh z7.1 \ �• 424.4 4 ; 2 . 1 6»F 423.0 1 \ 421.6 / » T 1 a \ / t8 5 \ 8 F t 6 F 12»F 18 F �c.s 184E 3 I \ 19� / \ / I \ , ` 30 CO -1996 / . \ 12"MA \ \ 23 1 O"A \ 1 (2-24-98 s. \ - - - \ 1 "F \ \ a23.2 14 F s 3.0 I \ 421.7 E 3 `_��5.7 \ 27.1 \ \ 14 F 1 �7/�Lo.7 ` / �g •14zt.8 4T5.36 `_ . _ YY ll.. 420.,1 (yJ SSMH >♦ a25 z ` . \ \ \ a27.2 4"MA \ \ \ 18"F I 8 F 10 AA �Q O G / \\ \ \ ' 1 I u �t SSM RIM ELEV s 425.28 CB ---- \ \ I / ---� 425.2 \ • \ \ CTR CHNL = 410.51 8' PVC N,S,W RIM ELEV = 425.55 -''� 7 - • az7.6 \ \ i 1 I 1 \ 26"F 24 F \ azz.t Q / _ a1a.7 = 422.43 12" CONC. N \ \ 10"A ` I 1 I I :`� cv IE � az1.8 8»A \«22.2 t�Q . 42t.a / / . �2a.3 14»A 1 � �'`� ata.7 5 az o IE = 422.43 12" CONC. S \ 12"MA \ az1.7 \ / I I l o \ a26.3 \ a22.2 i . 423.4 1 i . Z ��26.4 "M A 426-0 • • \ \ • 424.9 \ • 422.5 1 O A\ P421.3 • 42�`4 \ \ 121., 1 I I • 14.7 a2s.3 1 ( 10 A"A \ \ I I I A 16.F j \ / I 425.5 12"F \ 6 M i 18 F ,x �, I 1 424.8 • a25.5 \. 425.4 \ I //� I \ 10"A� \ / I .142ds I r 421-3 / II 424.5 425.8 . 425.32 \ . \ \ \ \ 1 • 25.7 I \\ • 421.5 \ \ \ \ 1 1 f 't RIM ELEV = 424.86 " 225.2 \ \ 24"F I 24 F II \ r \ . 421.1 �\ / a IE ELEV - 421.46 12 CSP N,W 424.1 425.2" \ \ 26.3 / IE ELEV = 421.26 12' CSP S \ / I / \ \ a23.7 21.2 IE ELEV - 422.48 6' PVC E :2 "F \ \ O \ I\ \\ I z2-a CB 12. azsi ( • t/8.9 1 425.1 I • 420.7 • 426.0 ' I / • 415.1 CB aN *4 5.4 % �� \ \\ \\ l J / \ I I / • 415.114.2 \ RIM ELEV - 424.96 N *2111 .1 12 F BOTTOM ELEV - 420.49 rn 2"F �'-42a.81- \ \ 14"AI / IE ELEV = 421.80 12' CONC N ;n \ 24"A IE ELEV - 421.66 12' CONC E v� r _ " --- . A Z *425.1 \ �'-42L9 4i9-6 t .6 423.9 4 ` - 6 a 12 F 42 .8 _ =T4r -�_ - ' I . \ 14"A\ I 421-7 0 1 42 .5 425.3 42 l HOUSE 1 \ t a25.2 \ / 421.3 421.0 02 u 4.6 / \ \ 1 1 \ 15.5 N 1 - \ I 1 1• 41 5 18F ( \ 1 .421:4 1 1 1 18A < a 424.g 9"� \ \ \ 1 I y AREA \ \ \ 1*,4, 6F ` \. SHOP E \ I 1 I I \ \ 4»F \ 1 1 I s_ ' ` •- 3 426.5J I I \ \ \ • �g , t \ I j • 18"A 42k 425.3 I I \ • 2 F 4�.i 414.1 I .. 424.4 425.4 1 1 8"F \ _ / I • \ \ • 422.10 1 I I 414.1 424 424.& V I \ • 2 (L \ 1 18"F • \ \ \ 1 I \ 1 »F 7 12 F \ . 421.91 i I Sa \ 1 8"F 1 „F \ ORtvEvrAY \ \ \ 421.8 SSMH RIM ELEV 424.17 1 \ FENCE CORNER \ \ 421 s \\ \ \ l I CTR CHNL = 409.70 8' PVC N,S s a - - - - - 0.32 S) do _ . 42 cp 2 424.7 1 \ ° \ \ 8 M < a2s.o \ / 1 0.69' W) OF PROP. COR. a24.t 10 A - O - / / 426.1 • ` »F \ 12'A \ a21., a21.7 / ` \ da15. B 425.1 14 CY \ 426. 14"F 424.4 \ 14 0"F\ / N O Dco */4,2s.o14^F � " 1 O»M 14"M 8»F a23 0 �� 42t.4 42t.o . 14"M •27.2426 2 425.7 / • 426.E 16F 8»F 2 O- - 2s.7 428.,18"F 1 6"CY Y '4»F 12 F `zs.3 7 425.6 • \ �`) �2.5 aT .6 18"F _. - - - - - - - 12"F i�25. � 0 424.� V 421.1 nN87.35' "W 8F \ 12"F 18"F I Q25.7 425.9 \ a2s.2t . laz5.6 `� 30"F ` *2�5.3 M ' ` ry U 423.4 423.6 \ 8"F I 14"F `L��;;rt.'1� • 425.0 O"F �4.2 ^424.6 423.3 n 21.2 120.04 a25., :x- I a2 . 4"F 6 Cy 10 Cy 6"CY �F-X 426.3 FI- W WV I® TRIAD ASSOCIATES Project mameemeat Cm Bhpneer* 1a" Tani Un Planning landxar kcmtatm'o %U DeWp 11814 115tit kv& NE [ir hmd• TA 9M-t192s Tel 425.821.8448 Fu 425.821.3481 Toll Free 800.48LOM w".bi danoc c,on L t I ©1999 TRIAD ASSOC t IN Q 0 (O 00 j QnI o r h o _ z IMLUAM DUNLAP PROJECT MANAGER WAIT SWANSON PROJECT SURVEYOR PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT DATE: 3130199 SCALE: HoM.:l'=20' vatri� STAMP NOT VAM UNLESS SIGNED AND DATED JOB NUMBER 9 9 - 0 ,33 SEW NUMB %oF2 h IATES FOUND 2" BRASS DISC IN CONC MON 0.2' DOWN IN CASE AT INTX NE 21ST ST. & DUVALL AVE, N.E. --- -� (2-24-98) SSMH RIM ELEV = 426.56 CTR CHNL= 412.05 8" PVC E,S S- SSMH RIM ELEV=426.28 CTR CHNL=411.28 8"PVC N,S CB RIM ELEV=425,78 OIE=422:67 12"CONC. NW IE=422.63 12"CONC. S -� FOUND 2" BRASS DISC SET IN TOP CONC MON 0.4' DOWN AT INTX OF NE 20TH PL. & DUVALL AVE NE "C.O. R. 1841 " ELEV = 426.41 (2-24-98) CB URIM ELEV = 425.55 IE=422.43 12"CONC. N ` IE-422.43 12"CONC. S QCB RIM ELEV=424.70 ' IE=422.37 12"CONC- NW IE=422,35 12"CONC. S FOUND MON IN CASE C.O.R. CNTRL NETWORK "1996" (2-24-98) ; f j ! i SSMH , RIM ELEV- 425.28 CTR CHNL=410.51 8"PVC N EXISTING PROPERTY LINE x BEFORE DEDI CA TION CB RIM ELEV=424.96 BOTTOM ELEV=420.49 IE=421.80 12"CONC N IE=421.66 12"CONC E s �S PROPOSED PROPERTY 'LINE AFTER DEDI CA TION SSMH 4' RIM ELEV=424.17 CTR CHNL=409.70 8"PVC N,S I I POR, NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. BASIS OF BEARINGS TOTAL AREA = 3.68 AC OR 160,376 sq. ft N04 5922"E PROPOSED # OF LOTS = 18 CENTERLINE OF DUVALL AVE, N.E. ZONING R8 DATUM DENSI TY = 18 LOTS CITY OF RENTON TOTAL AREA AC - AREA R W AC � CONTOUR INTERVAL = 2' = 5.84 OU/AC BENCHMARK INFORMATION SSMH PROPOSED AREA OF LOTS RIM ELEV = 426.48 ORIGINATING BENCHMARK: CITY OF RENTON "BM 1844" �r CTR CHNL= 412.28 8" PVC N,W LOT if LOT AREA (saft.) FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON CASE AT INTX OF SUNSET BLVD. S.E. AND DUVALL AVE. S.E. ENGINEER= 2 7,714 ELEV = 409.38 PACIFIC ENGINEERING DESIGN INC. 3 7,972 TBM-A SET CHISLED SQUARE AT NW CDR OF CONC. PAD UNDER 4800 SOUTH 188TH ST., SUITE 360 4 5,570 POWER XFR ON N. SIDE OF N.E. 187H ST. SEA TTLE, WA„ 98188 5 4,749 ELEV = 423.48 PHONE: (206) 431-7970 6 4,749 7 6,036 TBM-B TOP OF "ESM" REBAR AT "LOT 5" ON SOUTH ? -Zg: SURVEYOR: 8 6,036 ELEV = 424.28 TRIAD ASSOCIATES 11814 1151N AVE. N.E, 0 6,041 SURVEYOR'S LEGAL DESCRIPTION "' i� KIRKLAND, WA„ 98034 co PHONE: (425) 821-8448 11 12 6,036 15,297 LOTS A AND B OF ROBERT E. PETET SHORT PLAT, RECORDED IN o6 13 6,504 BOOK 115 OF SURVEYS, PAGE 269, RECORDS OF KING COUNTY, N OWNERS 15 5,,654 WASHINGTON BEING A SHORT PLAT OF TRACT 1. JOSEPH P.MARSHALL TRACTS BRIERE ENTERPRISES 16 5,966 ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 38 OF ' 1944 DUVALL AVE. N.E. 17 6,365 PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. RENTON, WA., 98059 18 8,189 TOGETHER WITH LOT 1 OF FRAN BRIER SHORT PLAT RECORDED IN PHONE: (425) 228-7170 BOOK 18 OF SURVEYS, PAGE 250, RECORDS OF KINGCOUNTY, TOTAL LOT AREA 134.297 WASHINGTON, BEING A SHORT PLAT OF A PORTION OF TRACT 2 , TOTAL R/W AREA 26,079 JOSEPH P. MARSHALL TRACTS ACCORDING TO THE PLAT vs CB PERCENTAGE ROADWAY=16.26X THEREOF, RECORDED IN VOLUME 38 OF PLATS, PAGE 30, RIM ELEV = 425.98 RECORDS OF KING COUNTY, WASHINGTON. IE=423.86 8"CONC, W ' NOTE: CB RIM ELEV = 426.43 FOR LOCATIONS OF SEWER, WATER AND STORM IE=423.77 8"CONC, E -i DRAINAGE SEE SHEET P-2 IE=423.46 12"CONC. S IE 417,1 a EXIST: PRIVATE ROAD 15 STORM DRAINAGE 12" CONC.- W I- ESMT FOR BIOSWALE W -- �- , GRAVEL ROAD P . -P- P-� GRAPHIC SCALE lip I.00 50.00' W 50.00 50 0 CURVE TABLE Cl ?=87 34'19" C9 ?=10'12'31 " C17 ?=88'5953" R=25.00' R=400.00' R=50.00' L=38.21' L=71.27' L=77,67' C2 ?=9225'41" CIO ?=102130" CIS ?=885953" R=25, 00' R=425, 00' R=25.00' L=40.33' L=76.84' L=38.83' C3 ?=10'21'30" Cif ?=04'12'53" C19 ?=885953" R=400.00' R=375.00' R=75.00' L=72.32' L=27,59' L=116,50, C4 ?=10'2130" C12 ?=05 5938" C20 ?=18 31'34" R=375.00' R=375.00' R=75.00' L=67.80' L=39,23' L=24.25' C5 ?=1021'30" C13 ?=10.12'31 " C21 ?=59'56'09" R=375, 00' R=425.00' R= 75, 00' L=67.80' L=75,72' L=78.46' C6 ?=02'54'40" C14 9=03'03'21" C22 ?=10'32'10" R=375.00' R=425.00' R=75,00' L=19.05' L=22.66' L=13.79' C7 ?= 07 26'50" C 15 ?= 06'45'04" R=375.00' R=425.00' L=48.75 L=50.08' C16 ?=0024'06" R=425, 00' L=2.98' :iHEET INDEX P1 PRELIMINARY PLAT MAP P2 COMPOSITE UTILITY PLAN P3 TREE CUTTING/ LAND CLEARING PLAN P4 NEIGHBORHOOD DETAIL MAP 40 0 20 40 80 x -� -- - \ \ 1 _ - 1-70.67' , A 16 1 ! 1j� I I `I i -, �--;1���_ - --.- -; 6,365 sq. f • I 15, 966 sq, ft. I 15,65 sq\ft. I 15,58�sq. f I 6504 131 ft. I 1 - - _ 1 yE » co ''4, 3 x o Qseq. I j I NC I r I �15, 29 7- sq. ft.. F.B S. L. GRA1( LI A.REA 6,03 �q�ft. \ o 7 �o ci AY A 4 C6 1 a k4,✓ �. ti{ h �..,{ta✓ ° r • �- tt � M1�"} i�' �y i S#ri i r S h'� � %'�i r: _ , r 10 �-.- .87 s r.4 ?� 1 1 '-I --- ,wo�• .,, !. ;:, .: r!' y ':t;' . q :'..:.., .:. , ;,. .-:+t '+, .� Y.., .. 4..w �,N" W r. /. . f Y+•.;, vi.r .:': .e. x:.- a. t. H_gi:..... .at is..c:. s.� .. -. Y :.5. $.- .:.� }., � t . 1 ,.r.:- .•.. .,�_.: :_ u`'e..'9, . r- ., .,: .,.r :n ,a'.:: .., gg-.r.- -;_ .s„ ..is. �: f yy.. '_ .. ....b'e�. 1 . r. x...+ .. .'.v- . x• :�� ..s.r )u +, :.. :3: .. ! '?. c., i t:6r� kvZi. _ .:.G t \ „.<.k.. ..,,.: f N 1 �,...., i.y,. ,4.ya ,i,,x, w:.'3 • «< .It: -`Y. r} ,}� I ,rt�L1.. > .* .it^t•. s C .}.;• IA : }t §: .., r' ., .'j•"4• .. ... .,.. xy.,. ,..., s„ -a,,. � : irv��I.�J.(.{ ..j/ s., N _ .... .... n... ... •.. .S , ... r. � .. • �1. ,... [Y .... ..... L ..r. .'+:, ±fix*f.J.. ,,:R. ?h'!�• .:W. ,. .:,;. .1,' ., \ 1 .4 - * -s 6,036 ft. �' • r : G11 C12 70.43 cB 0.8i+' I o 1 x--}Zy99--- o I1 s . RIM LEV=424.86 6.491 - 0 4 I IE=f21.46 12"CSP N,W I I O IE=421.26 12"CSP S ( ' I I : 1 5,570 sq. ft. * , I ) 9 I (O i \ \ I o a a R IE422.48 6' PVC E I \ "�+ } O I / 6,041 sq. f�. 1 ( o I i 2 I I 7714 s .ft `-) q,- I I.7, 972 sq ft � �8 ) �-. I I SHOP AR� I I 4, 749 sq. ft. ` w` o I fl o 1 \ I \1 6,036 sq. ft. I - - 1I 1 � , 20 t� �I z H GYiIfRE-FE`IVCE-J O I 6 yh O I I DISREPAIR 4 749 S . ft. .=I 143.05' � I 1. q `�� ' 6, 036 sq. f,�� 00 L- I;h\1 1' N N 87'35 19 W 218.04.a A ' N 87'35 18 W ' I FENCE CORNER / 290, 76 s (0.32' S) & FOUND 1 /2 REBAR/ f (0.69' w) of (z 25Ggg�BLITERATED)26 PROP, COR. ; I 1 RiieO' 5EP 2 0 1%P-199 r'CIFICENGINEERING ESIGN NC. __� RECEIVE E = 415.7' 2" CONC. D AINAGE ESMT 40 ',' +Mm IN 9F 18612 F' CISTER �s/oNA L E�G� EXPIRES: MAY 6, 2001 F- 0 Q ` J o L J W n� L W �W 0 W N?�00 L�.. L aD U WJQN W>Lu �� � z .• z W W o m�a:L in Or W 0 1 �' STORM DlAINAGE 99-43 ESMT FOR BI SWALE PROJECT NO. JGC DRAWN BY 09-01-99 EXIST. 15' RM DR. NA GE ISSUE DATE ESMT F BIOSWAL �. --- SHEET REVISION 0 TR. A ,\ 9943PED. D WG FND, 1/2" REBAR 1,65' N. BY 1.46' E. Z D 0 rn t` I 0 N w z O a. 00 00 rn Q Li F- Q w O w V) w W clf - V) 00 00 O N 0 0 00 1f- CIVIL ENGINEERING AND PLANNING CONSULTANTS POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W. M. FOUND 2" BRASS DISC iN CONC MON 0.2' DOWN iN CASE AT INTX NE 21SI ST. & DUVALL AVE. N.E. (2-24-98) SSMH RIM ELEV = 426.56 CTR CHNL= 412.05 8" PVC E, S SSMH RIM ELEV=426.28 CTR CHNL=411.28 8"PVC N,S CB RIM ELEV=425,78 OIE=422.67 12"CONC, N'N IE=422.63 12"CONC S Z FOUND 2" BRASS DISC. SET IN TOP CONC MON 0.4' DOWN AT INTX OF FIE 20TH PL. & DUVALL AVE NE "C.O.R. 1841" V ELEV = 426.41 f� T(2-24--98) --- ' - W LI: URIM ELEV = 425 5` IE.=422.43 12"CONC. N ` IE=422,43 12"CONC. S - \ RIM ELEV-424.70 IE 422.37 12"CONC NW �G IE=422.35 12"CONC S--, FOUND MON iN CASE C.U.R. CN TRL NETWORK ` •'1996" cn (2-24-98) -,--- _ Si SSMH RIM ELEV=425.28 SS-- CTR CHNL=410.51 8"PVC N,S,W - - EXISTING PROPERTY L, BEFORE DEDICATION - CB RIM ELEV=424.96 BOTTOM ELEV=420.49 IE =421.80 12"CONC N IE=421.66 12"CONC E PROPOSED PROPERTY AFTER DEDICATION -- SSMH RIM ELEV= 424 1 7 CTR CHNL=409.70 8"PVC N,S 0 1 9 i' SSMH RIM ELEV = 426.48 ti CTR CHNL= 412.28 8" PVC N,W FA"YEER: PACIFIC ENGINEERING DESIGN INC. ' 4800 SOUTH 188TH ST., SUITE 360 SEATTLE, WA., 98188 ' PHONE. �(20066)) p431-7970 p TRIAD ASSOCIA TES 11814 115TH AVE. N.E. r KIRKLAND, WA., 98034 u? PHONE: (425) 821-8448 v QWNER3: v BRIERE ENTERPRISES j 1944 DUVALL AVE. N.E. f RENTON, WA., 98059 PHONE: (425) 228-7170 ui - CB RIM ELEV -: 425.98 It-=423.86 8"CONC. W - CB RIM ELEV _ 426.43 t IE=42 3.77 8"CONC. E TOTAL AREA - 3.68 AC OR 160,376 sq. ft PROPOSED ,f OF LOTS - 18 ZONING R8 DENSITY - 18 LOTS TOTAL AREA AC - AREA R W` AC - 5.84 DU/AC PROPOSED AREA OF LOTS LOT i LOT AREA (sa. ft. ) 1 19,794 2 7,714 3 7,972 4 5,570 5 4,749 6 4,749 7 6.036 8 6,036 9 6,041 10 6,036 11 6,036 1 297 1 0, J 504 14 5,589 15 5,654 16 5,966 17 6,365 18 8,189 TOTAL LOT AREA 134.297 TOTAL R/W AREA 26,079 PERCENTAGE ROADWAY-16.26X _j BASS OF BEARINGS N04 59'22"E CENTERLINE OF DUVALL AVE. N.E. DA CITY OF RENTON CONTOUR INTERVAL - 2' ORIGINAL BENCHMARK: CITY OF RENTON "BM 1844" FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON CASE AT INTX. OF SUNSET BLVD. S.E. AND DUVALL AVE. S.E. ELEV - 409.38 TBM-A SET CHISLED SQUARE AT NW COR OF CONC. PAD UNDER POWER XFR ON N. SIDE OF N.E. 18TH ST. ELEV - 423.48 TBM-B TOP OF "ESM" REBAR AT "LOT 5" ON SOUTH P ELEV = 424.28 SURVEYOR'S LEGALR/PT iON LOTS A AND B OF ROBERT E. PETET SHORT PLAT, RECORDED IN ROOK 115 OF SURVEYS, PAGE iff, RECORDS OF KING COUNTY, WASHINGTON BEING A SHORT PLAT OF TRACT 1, JOSEPH RMARSHALL TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 38 OF PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH LOT 1 OF FRAN BRIER SHORT PLAT RECORDED IN BOOK 18 OF SURVEYS, PAGE 250, RECORDS OF KINGCOUNTY, WASHINGTON. BEING A SHORT PLAT OF A PORTION OF TRACT 2 , JOSEPH P. MARSHALL TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 38 OF PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. NO FOR LOCATIONS OF SEWER, WATER AND STORM DRAINAGE SEE SHEET P-2 Cl ?-8734'19" CURVE C9 TABLE ?-10.12'31" R-25.00' R-400.00' L-38.21' L-71.27' C2 ?= 9275'41 " CIO ?=1071 '30" R-25.00' R-425.00' L-40.33' L- 76.84' C3 ?-1071'30" CII ?-04'12'53" R=400.00' R=375.00' L-72.32' L-27.59' C4 ?=10'21'30" C12 ?=055938" R-375.00' R-375.00' L-6Z80' L-39.23' C5 ?=1071'30" C13 ?=10'1231 " R-375.00' R-425.00' L-67.80' L-75.72' C6 ?-02 54'40" C14 ?-03'03'21" R-375.00' R=425.00' L-19.05' L-22.66' C7 1'-0770'80" CIS ?mO@#40'04" R-375.00' R-425.00' L-48.75 L-50.08' C16 ?-0074'06" R-425.00' L-2.98' C17 ?-8859'53" R-50.00' L-77.67' C18 ?=8859'53" R-25.00' L-38.83' C19 ?-88 5953" R-75.00' L-116.50' C20 ?=18 31'34" R-75.00' L-24.25' C21 ?-5956'09" R-75.00' L-78.46' C22 ?-10 32' 10" R-75.00' L-13.79' SHEET P1 PRELIMINARY PLAT MAP P2 COMPOSITE UTILITY PLAN P3 TREE CUTTING/ LAND CLEARING PLAN P4 NEIGHBORHOOD DETAIL MAP { v IE=423.46 12"GONG. S IE = 411.1' E:XiST. PRIVATE ROAD 15' STORM DRAINAGE 12" CONC. - L 0 20 40 80 ESMT FOR BIOSWALE � ' cow-- _._ _ -` ••--_----_ _ � U4R A V E L R 0 A D--•d,�--��t: - --- P PP_ GRAPHCSCALE .- f' o _ 00 V 5 .00 N 6-}3 --fir -488: 66', �=- ' 50.00 � ---- X II 0 7' _ _7 - I I T -o17jl� i s, 365 sq. f . l l 15 �I I 13; 1 I I /. ' , . -1\IL 415 I' 1 •' 89 sq. ft 1 5, 966 sq. ft. I 15,654 sq:.ft. I I 14 E r;; (1 � 2 CONC. �' 1 i 1 I 5,589 sq. f 1 6,504 s . ft. I I ,. _ 12 y=coN�i` , • o .I .II q II EIS HOUSE x I ) "� �.\I I°, I l I I 15,297sq.ft. 1 R. ► 901 I I � it•. , I F.8 5. _ . S. D AINA GE ESM T _ I _ T I 1. - 1 l , I I I ;�4CCFs /* - I I i) 1 I I i Y ">I ' L ? ` -' I C1s I , I I 00 'E J z------=,� 1.ESMf� 0010o I �1i �� 1 cRA' _AREa - I L_ I 6,03� � q ft. 1 0 89, C14 C15 47.02__ 34.22' �` ,�� l 27 ?0; 23.00' C6 C 81_ �4 `� N 87*35'1. �"- W $1.24' f_" _ _ ' -- -(i -- {1 \ 1 ,`0 l� 04 .N 8T �6'1 g''�y/ � �9.41 N � ,. o o `� � I I ; � N \ 92,22' W. 19T1 8z� 2 • sa. 4 , o I 101?' I to 6,036 sq. ft. t Ib 22 E11 C12\\ �1 "0.43' - I I �1 � I I ,� � 15' STORM �� 27. 24 T _ � ��� -12_0- 7Y - I-- - ' i 1 ESMT FOR rc,B----------I �� V�10.8t' Igo I v---t��ss=--:T RIM It LL V=424.86 I I I - -• I �� l 1 IL_t21 46 12"CIP N yr 6.49� I Icoo I 4 16 16' IE-4f�21. 12"CSP ti - I ( I -. I I 5,570 sq. ft. '� (I I 9 I o s IE=F�22.48 6"PVC t I I _ I , W ►° I - 6,041 sq. ft. I o 1 I I I - �� 17,�714 sq. ft. I i 7, 972 sq. ft. r 95. tag - -► I (_ i lit ,19, 7s4 sq. ft f _ _ -- I -' - --_.._ _ _-' """� - -� J, I I s - '" EXIST _! I F - - �I ; ESMT F' 41 �t`, ( Y I l I HOP ARL q I l 4, 749 sq. ft. I �� to ' 6,036 sq. ft. j I II 4 Cj �60 - _ 1 , tl• \\_ - - I, I I A RIVE4.Y 4(EX. HOUSE) i TO REMAIN �- _! o q o ` Ini DiSREP,4iR I 4, 749 s . ft. o x5 I P _ , w ii r� 1 tXJ �, Q END 1l2. N 87' " 50.00' 24.99' 25.'01' L �S.�Bp`-� - -1 25' 25 I �% 6,,'036 sq. f I, i ` ,•� REBA.R 1.65' N. r 35 19 W 218.041 ..... L_ - 1 N 11 1 BY 1.4ti' E. N 87,3518» ,- - .. W-290, 76 � �- FENCE. CORNER �' _�- i &rsFOUND 1 j 2 REBAR/ I ) (0.69' W) OF FOUND TAC I OBLITERATED) PROP. COR (2--25-9d) AINAGE )SWALE RM DR) BIOSWA 0 ImmOACIFIC t=NGINEERING L..)ESIGN INC. I - ______j 3 1 nJ Y. J l!J i W 0) ° it U JQN �O0W W W H ENE W �Q 0 r 0) I M `/ w z O d 00 00 00 rn Q w J F-- t- a W V) O cD M w F_ V) 1.2 w w V) F_ 00 00 O In 0 O 00 It 99-43 PROJECT NO. JGC DRAWN BY 09-01-99 E ISSUE DATE SHEET R GNT pLAN'VIIVG ON SEP 1999 9943PED.DWG' CIVIL ENGINEERING AND PLANNING CONSULTANTS r'Py1q-13/ A 11 0 v v 0 Z :2 LW L7!jTVjo'6 10 20.1 401 7 1 —,awl (A) f,' tl 1� 4 vi K se r'34 33 32 at 29 H 2 uj f t:4 23 21 on Cr C: L —X eilo'� Sj tl Q IxI Ap, A 15 yr 0 l 16 g j 4 3 3 2 too& 44 A $-p 97703i z T �-IE N1 C'� E �' `;� i t �`� 3 9 10 13 6 R 15 0, 31 A4 71 su -�q- T".M- 1V1141 46- 1[ 44 43 - 4.7 '431 4 21, 24 i 2 5i Lo U 15 114 TR X . . . . . . ..... Uo N, E. 23RD ST. �o•I .. - . 6- 23AD CT..� N U10 N.E. Nfllo 1, -�' ST, 23RD ;7 9 !ZT -7rj 3 M4 E2� 2 I I �-' 0 12 4 17 R k, "MIZ, se is .4 a Zry 7- L24 49, 3., 7-� 49 io 00 v 219 R! 1, .34 -4A Lj N.E. uj Sr�1 2ND �PL. v. 4C uj i6' i al� 4i '8"' 21 S 0 P , .1 ?� ..' Iq " I ,,, "roc $,I I co: s t 5 6 'q Its i�' 4T-ii p! 1)k.A 1 1�17 > 10 ^ , 234 (14r �-' 'v . z Aj IT W, 'tw:' "'y 44 M Ln 'h b;4 59 -j' R1.1, I A 2 B 27 IV 2 4 i 1.3 T: v L-s- �'w loe '3 !4, gig X! N. E. 21 ST LZ 2 07 237 !'-5 vo 'K, A r..•> 4 7 4� Pi < 7f 70 v-a 69 z 7 ITL 4 W og j C. . 3 TR- " j 5 a N.5 f 5. 15 �E. 20 ST A2F Lu 5f 1 VJ 32 ;5 3 Cr 203- X N.E 19 T -V 24�i ?5 21 &4 4,o;LS'r �k -n 20' Lj -M A - Yt c- Qejl R 42 43 21 �2' k 3.5 3a4 2ui< _..— r i �� {5A q" / / rp <.A i ' �: !' / i� (�<23 -`/ ?�I, �'T 32 - 5A ;I U4 I vj U 42 7 Cn 4 37 2 13 &1 - ---? " V, I) - �� -A ?8 45 Z) 35 %r � K 41 41 cl (2) 38 9 N,E. 2( LL; on.. it 14 r4 -P6 pe 72yy 'Irl 'N' 3q 17 19 20'j 21 22 \V: 23 3 1�' 71 ry 1 '7? �R ) 359 Si? 307- V. 79 74 WOmk 124 4:Z- wi 1- WTI x -�M L-J�41 V 2 > '100 5'1 1.0 JOSEPH !,. CA ' �7. i 'A 44 I -Z 41 < L 4k I Ora? '3 i 7 4R. .' �1 f, " , .t. 4 "'t. F, ) I A I" v 43 04=44 . ... I I I il 11 , - -2 'f - 1 11 -,--4 -L+1L - - �,% bb -- -N.E. 55 18TH T- -V PL. 1-4 �L! '15 •4!; J C. 4 41 ... . ......... ....... Li N 4 il'4 �X A T 0 > 4 •E: E4 E3 01., 5 A 1--T v 1 07, -rs 12 if 10 Y, 9 .4 40-- ;1 1-1 * �Ir 44 40-9 �j CO 177 1 4 4�Yj4 - n 0 6,1,01 rll�lj--Avi I TR�CTS I Ti .9 1.- 5 i-, ui b �s 46 1 D u- I SHPL V-14?-aO 38 a Jill. 4 TH P L If 35 S.E.- 107 36 C. N Eq VA X ;: 67 7. 746 17 T" S, H A D Y 12 40 -767 T SD .40 81%-- �'zl N.E. 16TH 2 S1 Elm %,j "u -4 A 7 1 14 2z 34 23 32 -1,x 2� C3 TO 41, S-i; 05?-88 j 7i > L A411 I o a > Honey Dew 0& 26- 4 COPYRIGHT 1999 Q KROLL MAP CO. 2232 GRAPHIC SCALE 200 0 100 200 400 800 IN FEET I inch = 200 ft, 1 200 SI'010VA 'L EXPIRES: MAY 6, 2001 W 8 �o� W z 98016 PROJECT NO. MDK DRAWN BY 09-01-99 ISSUE DATE SHEET REVISION cizvZ711 1-0 Q op 71 /jv'o -ro1v 0 1999 "FQEF/ o PACIFIC o INC.NCO CIVIL ENGINEERING AND PLANNING CONSULTANTS PM9 I EX-4 11?? m 4-;), 0 U SSMH RIM ELEV=426,28 CTR CHNL=411.28 8"PVC N,S CB RIM ELEV=425.78 12"CONC. NW QIE=422.67 IE=422.63 12"CONC. S Q FOUND 2" BRASS DISC SET IN TOP CONC MON 0.4' DOWN AT INTX OF NE 20TH PL. & DUVALL AVE NE i "C.O, R. 1841 " ELEV = 426.41 (2-24-98) W c6 (\ RIM ELEV = 425,55 V IE=422.43 12"CONC. N ` IE=422.43 12"CONC. S CB RIM ELEV=424.70 IE=422.37 12"CONC. NW IE=422.35 12"GONG, S FOUND MON IN CASE C.O.R. CNTRL NETWORK "1996" (2-24-98) R ELEV=425.28 RIM CTR CHNL=410,51 8"PVC N, a CB ". RIM ELEV=424.96 BOTTOM ELEV=420.49 IE=421.80 12"CONC N IE=421.66 12"CONC E s: 3 CB RIM ELEV = 425.98 IE=423.86 8"CONC. W CB RIM ELEV = 426.43 IE=423.77 8"CONC. E IE=423.46 12"CONC. S �. GR E r N h \ 18 cl\� POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. EXIST. HOUSE TO REMAIN �- EXIST. PRIVATE ROAD 15' STORM DRAINAGE >1 ESMT FOR BIOSWALE PROPOSED SWALE FROM DETENTION VAULT IE = 417.1' 12" CONC.-\ x P -_ 4BSL766, W \\ `4 \ -42 I \ \ � •'. ram- "..�► • ' 17 1 16 I 1\ I \ 1 I I j .. I /,��,�-__--- \, O � I I 14 j I I 131 / • • IE=4,5.7' I f - - - yE = 4 2„ CONC. N O O ! I - 12� CON / � II q v�1 _ .._ _.. 1 PAD=42io, \ 1` i_�!//� .,..� � 'I Q �1 I Q � iI o \\� Q II I \ coy Ii� ��, s{r s s-: 7 AV PAD=423.0 `\ 1 a I I I I 1 STORM AINAGE CB RIM ELEV-424.86 IE=421.46 12"CSP N,W IE=421,26 12"CSP S IE=422.48 6"PVC E SSMH `r RIM ELEV=424.17 CTR CHNL=409.70 8"PVC N,S CB RIM ELEV=423.14 IE=416,04 12"CSP W IE=416,19 12"CSP E 5 SD ml APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE PER CITY OF RENTON SEWER DRAWINGS. DID NOT FIND DURING FIELD SURVEY. -� CB RIM ELEV=422.29 IE=420.77 12"CSP S m LJ 1 EXIST, HOUSE TO REMAIN CB RIM ELEV=423.36 IE=416.21 12"CSP N IE=416.11 12"CSP W IE=415.66 18"CSP S CB RIM ELEV=422.61 IE=421.91 4"I.P. W r, 17 ESMT FOR BI SWALE t IN \ 4 \�Y• \ r r PAD= 422.5 \ W :r I OAD=423.0 I N 2 l EXIST, 15 RM DR A NAGE I \ h N ESMT F BIOSWAL 1. mj I i •t I I I s1 P ARE I PAD -6423.0 ` W PAD=423. co' I r i o o \ \ �► � x tTR. A CL fl ; } / H{JG FENCE t I { 7 \ ` \ II DISRE P PAD=423.$ nor PA ._ 4.0 t FND. 1/2" W va ( REBAR 1.65 N. 1 / N BY 1.46' E. I / N 87'35'18" W/290.7 ' FENCE CORNER S� (0.32' S) & FOUND 1/2 REBAR/ 5 �% t2, (0.69 W) OF W/ TAG (OBLITERATED) t. /�✓ % \ ( -''^^ PROP. COR, REBA\ ARPORT (2-25-98) /� I/%�/% f` 1 I \ I - vJ � \ SET R ` \I I & CAP 1 / "TRIAD" Lo , I I CONCRE-Tt' DRVE1r!iFA G " I = < SHED37/ :l tiCl� 4 \ �� INTAKE SET RE BAJ t8` \ G / / s r, I' "TRIAD" �.-ti x FND. 1/2' REBARIE ELEV = 410.82 12" CSP I 5 •l L �/ //-/ I I PORTABLE/�j',j�� ' 'i" \ I I I I x� RD FENCE SHED /, 213 OF - - -� ;��j '/ %%/�� %//. �- I1 I I I x SPWY W/ TRA SCREEN %��� /,j//�`i/ , j� •'' /, a , ;/r t { 5 !%i/�//� /� // /�i, //�, 5+ I -- I I I RIM ELEV = 413.5 L I E E V = 410.46 12 P S , r,�// / ,r' r/ // '% / % / I IE ELEV, = 410.40 18 CS / ���' /�//� �i/ / / ,SDMH RIM ELEV = 414.35 IE ELEV - 410.00 18CSP S a / IE ELEV - 409.85 18,� CS NW I I \ N, ^ 1 I \ I I 39 3 ( IN / T I I I \ \ \ > I FOUND 2" BRASS DISC IN CONC MON 0.6' DOWN IN CASE AT PC OF FIELD AVE. ELEV = 412.17 g \ (2-26-98) 26 \ \ HOGWIRE FENCE I� TBM "B" r - - - - - --V ` 1 4 I I - -X --r FENCE BOARD F NCE E- X -'----X-1�X;-_X� 426 I 0.75' E OF ? 40 ATE X FO ND REBAR W/ CAP X E M # OBLITERATED (2 26-98) 40 0 20 40 80 GRAPHIC SCALE lw s 401 � do O z 18612 /STE.�F�\a�`�v AL LvvECG Alt EXPIRES. MAY 6. 2001 I 00 00 00 L _1 O n W H V) F 2 00 00 r- In O O 00 It 99-43 PROJECT NO. TLR DRAWN BY 09-01-99 ISSUE DATE SHEET REVISION 9943PED.DWG =LOPMENT PLAN"41 CITY OF RENTON SE. P 91 1999 RECEIVED U o PACIFIC ENGINEERING DESIGN INC. o CIVIL ENGINEERING AND PLANNING CONSULTANTS 19 a O L 1 2tl4 zs�� 286 214 2!3 �=\:?3 t - - "115 N,E g i b qi ! 6 qp,; cp l � t 9 C]_ Ci• 10 - it z 13 i4 15 E � q' t u I ax 4 3 2 3 1 '■�•R�'F� SrZ{1�J'■ ,,lid+III tw - t; As 2380 CT.. g 2 � <E!yr,• t0 N. E, 23RD ST. � RC ell 63 1 _z Xi ' ds DID w zt� 3 4T- � 234 v± Z a1 <> 3 6! s+ a, fi t?) it<` idt St . XL ii Q f, 209. I (; 21 ! �; t9 SNf 17< :F ±S r i4d. ! h A),4. 2. 41`7i i3 A ! tG !UOti3 r' N. 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MDK DRAWN BY 09-01—'99 ISSUE DATE SHEET REVISION u) N 0) 00 00 00 0) LLJ QJ W V) O tD M Lv V! L0 H 00 W v— O O 00 It o PACIFIC ENGINEERING DESIGN INC. o CIVIL ENGINEERING AND PLANNING CONSULTANTS rp_`�9_/31 cl . Co so QFOUND 2" BRASS DISC SET IN TOP CONC MON 0.4' DOWN AT INTX OF NE 20iH PL. & DUVALL AVE NE - "C.O.R, 1841" ELEV = 426.41 �! (2-24-98) -- I w W (oc V Q FOUND MON IN CASE C.O.R. CNTRL NETWORK 111996" (2-24-98) EXISTING PROPERTY LINE - BEFORE DEDICATION POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. NO TREE CUTTING/LAND CLEARING WILL BE PERMITTED UNTIL THE PRELIMINARY PLAT HAS BEEN GIVEN FINAL APPROVAL BY THE CITY (RENTON MUNICIPAL ORDINANCE 4-4-130K. GRAVEL ROAD P eF 60.00' 7.8 i5.00 50.0 17 • 3Q') 1 •' - 18 1 33'(a cv cV r v 7 f 1 1 { 1. 52 r GRAVEL AREA I 23.00' - 2789 71 22 I _SLR I L � ;r W PROPOSED PROPER_ Y LINE AFTER DEDICATION n_._. _i U! SD- f'0- - e �( - i-6 V) - I K I4 I In N V) I I / � I ( / � � I I 13 3 � i ^{ r w i2� f12 c� I "F j 5.2 z !I a• 00 I 1:� 1' 6 6.49'-•J o - EXIST. PRIVATE R04D 15' STORM DRAINAGE SEE NOTE"pi RIGHT ESMT FOR BIOSWALE TREES TO BE -.- _ - REMOVED TYP cy W-------- _ --Nt - _ -0-7 26' 1-3 _ W -48& 66 ,­-- 429. qq v 50.00 50.Op' 1 �e T s_ 4 -- 22.7 4 2. " COT 170.E- 'r 2 .. T " 10 F " - I 423.6 I 42 4g0.9 420.1 i OT--------4�.r-_ 1T9 �4A - 6 10"A �8 A i I - �" k1 41 ��l 1 14 ,.8 4 ,. ^ " 42 COT I 4t8.8 R I I ro I Q I^ I 6 F Q ^ i PAD- 42�5 1� `. 417.1 1 2r. "F nl i 'a 1 _. _ L_50.20'_ \ �` ,1 2"C0 2 1.7 N; I p „ 1' 6"C 16.8 ` 428.0 21.8 i ` I 14 164 'TT 1 I N 0.73' I DRAINAGE ESMT 7�2 , Q IF p ! I' Access , - -�? _ ---r= _ c F ,, Q 4 I �, 12 F U TI 1 T Y. Zz I "F 42aF I 7E o 7 I, 11; ` QUA 1 23 / O O \ V F r T 02' - F u� O PAD- 422.,5 ' r ^� to 8»F iC T lij A AL 419. " 0 zoI (1 CpT »j ` ,4 C 0 CO �� 7 , z0I o 10l ,�� i r 4. , _ 1p r PADS 422.0 I 0 » F 70.43' .3 -� I ! !�"!#1 i 15' STORM DRAINAGE a 3 i 422.2' 421.7 �4 _ _ 120.73' �, �21;.1 L I ESMT FOR BIpSWALE .I 14' F O / 1 j6.3 p { 4 6' r 21�2 j I P\ AD- 422.5 �rl I 1 r` 2 - . � �; �'�"� � "t°' I i PAD- 422.5 t ' �� `� 4 I O .. ,41�19� _ I I N o -____ I _.4ig - • EXIST. 15 Si'QRM DRAXNAGE o rn O, to I ESMT FO 1 BIOSWALF 27 � N , ;1 » co O PAD- 423.0 I - 422.5 8 A 1 PAD 18"F 95.00 , 1 42 1 8'F I - - "'-- I •_� ` _ 1 Z0. 73' � I , I 1842.Tk . A 1 I 24.7 tV"� IF 2 Q » rF PAD- 423.5 10 i I � 424. 1 F .� 6 4?4. o f PAD- 423 O •� - - »' f 12»F_ '' 6 4 4.4 O I I 1 4 Cl2 4c:v lr N. 16'�F3 4 F 0"M 2 A �� O O A - - _ 143. 05' 426.0 4 F "� 2 �.4 2 .a 1 t p FN / " 7Cf 8"F 24. 2- r' O l_ D. 1 2 2 t F N: 21� REBAR 1.65' N. 1 N 87*3519"; W 218.04 4 " 00 " » 21.2 » / BY 1.46' E. 1 Is - 425. 2 „ "F O C T 427.5 � �;'1 \ 35 18 W .76*2476 120.73' --- «-r�:iN,r�a�•;.z... - \ FOUND 1/2 REBAR/ '42 9 I W/ TAG (OBLITERATED) Q2" 8 1 AIRPORT (2-25-58) / iI I I V I 4 z F - 0�-�'� 1.� 11 1 � y t 51 I CONCREJ 'aII� 37 , ,�- SHED I 1 �':�i�dra,�'�..a.,�x,. z.✓srn:ussdv:>.e�..uz . -- -- I --_ I J �_ • � I- .j_ ( N � N - I � \ t INTAKE __ SET REBA e&'. Af C 1 IE ELEV = 410.82 12'` CSP 2Q i { .TRIAD" 1 - FIND1 /2" REBAR - -1 4. -- i i i PORTABLE I I I i FtD FENCE g >�---- �• /«_. SHED 2 13' OF ? { { I �PWY W/ TRA. SCRE .,.. � M ELEV 413.5 rop � � - �= �-_ _ I I I ( \ �- _ I I I E Cy E V = 410.46 12 P S .,;.�j "'1'_._ -- t ,--y +-* •tT....:..��' ,. ,�._,__�'�'-.-- � rr�.4, � '_".''� `•�*! T':`.,,,," •c.�;�:. _._ -- /' "�.1J I � �_ � I I IE ELE'V; - 410.40 18" C5 EL - i � RIM M ELEV 414.35 ' 7- _... I I - - L \ I I { Ka - IE ELEV 410.00 18" CSP S , _ -r- -- { \ { IE ELEV = 409,85 18" CS NW - ,\ \ h I i l ♦\` _ I \ I 1 - 1 39 3 � I I FOUND 2" BRASS DISC ------__�„ IN CONC MON 0,6' DOWN IN CASE AT it, OF FIELD AVE. E2E`.17 26-98 26 \ HOGWIRL FI_N(:L ` TBM "B" 1 ' " - ->\ .. _._ _ _ - h { 7`/�-- - -.FENCE T'-X'�---X---ATE X / __ .-�.X _....�'426-- 0.75' E OF ? 40 BOARD FENCE ----k----- �X� ���X--- IND REBAR W/ CAP X (2-26# OBLITERATED TREES TO BE SAVED TREES SHOWN SOLID ARE TREES THAT MAY BE ABLE TO BE SAVED BASED ON PRELIMINARY GRADING. ALL OTHER TREES ARE TO BE REMOVED. ACTUAL TREES SAVED MAY VARY DEPENDING ON CONSTRUCTION CONSTRAINTS NOT YET KNOWN. PAD ELEVATIONS SHOWN ARE PRELIMINARY LEGEND EXISTING ROADWAY PROPOSED ROADWAY 7 PROPOSED SIDEWALK . • 7, 7 • • • • PROPOSED WATER PROP. TEE W/ GA TE VAL VE + PROPOSED FIRE HYDRANT PROPOSED 1175' BEND PROPOSED SANITARY SEWER --�.f- PROPOSED SANITARY SEWER MANHOLE WITH FLOW ARROW PROPOSED STORM SEWER PROPOSED STORM SEWER CB (TYPE 1) W/ FLOW ARROW PROPOSED STORM EASMENT >Gc PROPOSED LIGHT POLE /ON��R dIC EXPIRES: MAY 6. 2001 Z W 0 3 Z 0 r Q rJ LIB J W Y W W W wZ Q�0 ir Q U ��Q ZQ3 111 W> � Q W m W W 99-43 PROJECT NO. GMH co co m O Q 3 W -i Q w rn O 0 to w F- f- co co O O 00 d' DRAWN BY -J"ELOPr,Aerq 09-01-99 CITY OFF I: ISSUE DATE SEP 2 I^ ECG! SHEET REVISION 9943PED.DWG o PACIFIC ENGINEERING DESIGN INC. o CIVIL ENGINEERING AND PLANNING CONSULTANTS f con `CB ! N1 . I._ RIM ELEV - 422.61 CB IE ELEV = 421.91 CB RIM ELEV = 422.29 IE ELEV 420.77 12' CSP S t ` 3 W f 09 1 n SIGN c r i • n. s 04_ rn I E .._..J laJ a. N 3 a P TR sCli In GUY N N a K I 3 W 3 FH ! o SSMi4 FACE OF Z .3 vERnc Z CURB lozo�. s� r _C i 09 ;�.. SSMH RIM ELEV = 421.47 CTR CHNL 408.07 8" PVC N,S 3 I i f N LP- - a EJBO SDMH f RIM ELEV = 420.98 IE ELEV 9 414.26 18' CSP N IE ELEV = 417.89 12" I.P. E IE ELEV = 407.43 18' CSP S SDMH CB CB f RIM ELEV = 420.66 IE ELEV = 417.97 12' I.P. W TMH a 3 In f FOUND 2" BRAS DISC IN CONC MON 0 DOWN AT INTX NE 18 PL do WMH DUVALL AVE. N. (2-24-98) WV 0 3 POR. NE 1/ 4, SW 1 /4, SEC. 3, TWP 23 N, RGE 5 E., W.M• ► � � ,5.5 • • 421. • ` I 41 5 18' A4 14F 8A ai�1a1 a112"F 422.10 I I 414.1 8"F \ \ I \ . 421.81 1 1 \ s?I a 2(:'F 426.7 / 1 426.1 421.2 " 4 6.8 425.3 24"F 34_216-9 �426.8 CARPORT CARPORT 22F `. 26 F \ / / V) \ \ 426.T- 425.9 a 1 �. LaJ 425.E � _ 425.7 a V :Y 00 Qm / N m SHED 04 0 A � Z SN HOUS E 8 P P PN 31 CONCRETE / DRIVEWAY / U 0 2 aza.8 Q FND. 1/2' REBAR a25.2 0 / / a'S SET REBAR & / CAP'TRIAD' .. 19 w ��0.�7, X - / . LEGEND FENCE, CORNER '(0.47' � N) do MONUMENT (0.61' W) O�PROP. COR. / SET PROP. COR. AS NOTED O FOUND PROP. COR. AS NOTED • - . __--- MON IN CASE SET MAG NAIL ppU -0- POWER POLE W/ UNDERGROUND CONDUIT GUY E--- GUY POLE EJB 0 ELECTRICAL JUNCTION BOX TMH O TELEPHONE MANHOLE TR 0 TELEPHONE RISER TT a TELEPHONE VAULT FT.I FlRE HYDRANT WM ® WATER METER WV D4 WATER VALVE WMH W 0 WATER MANHOLE SDMH ® STORM DRAIN MANHOLE CB Q CATCH BASIN SSMH 0 SANITARY SEWER MANHOLE LP 0 LIGHT POLE (RESIDENTIAL) O 0 FND_ 1 /2" REBAR 1.65' N. BY 1.46' E. SCALE: 1' = 20' GRAPHIC SCALE B o BOLLARD SIGN -n- SIGN POST MB a MAILBOX ROCKERY - X FENCE LINE -{1GP- UNDERGROUND POWER LINE - T UNDERGROUND TELEPHONE LINE - W WATER LINE -SS SANITARY SEWER LINE -SD STORM DRAIN LINE - G GAS LINE WHEELCHAIR RAMP POWER PAINT MARK PPM (_ � ) GAS PAINT MARK GPM ( + ) TELEPHONE PAINT MARK TPM WATER PAINT MARK WPM J TREES CONIFEROUS DECIDIOUS O Im 11814 Tel 4; Toff I A_ AlkVMM A�_ A r AMOM AMINEEMW ':ror !AD ASSOCIATES project laawmat Civic bobeerim Land Smwying tad Use Plansiall tandscar Architecture We Desipt 1151L Ave. NI [irkI" U 9M-= 5m.a44a In 425.821.34ai ree 800.489 075a m-triadaveoc com Z Z Z L Q Q C) Z V 0 Z OD ©1999 TRIAD ASSOCIA' i� x o � ww" ocmrcAP PROJECT MANAGER W-AxT SWIINSQN PROJECT SURVEYOR PROJECT ENGINEER PROJECT LANDSCAPE A llMCT DATE: 3130199 SCALE: eon.:1 _20' VW-* STAMP NOT YAM � UNM SIGNED AND DAT® P �, � I JOB NUim 9 9- O 3 _ > SH ET NUMBER 2w2 R �1 O D D ' Vlldrt ° r g#341, i SSMH RIM ELEV=426.28 CTR CHNL=411.28 8"PVC N,S CB co RIM ELEV=425.78 OIE=422.67 12"CONC. NW IE=422,63 12"CONC. S--, QFOUND 2" BRASS DISC SET IN TOP CONC MON „J Z0.4' DOWN AT INTX OF NE 20TH PL. & DUVALL AVE NE "C.0 R. 1841" ELEV = 426.41 (2-24-98) W ce V RIM ELEV = 425.55 V IE=422.43 12"CONC. N ` IE--422.43 12"CONC, S -\ QCB RIM ELEV=424.70 C IE=422.37 12"CONC. NW C IE=422.35 12"CONC, S -� FOUND MON IN CASE C.O.R. CNTRL NETWORK "1996" (2-24-98) SSMH RIM ELEV=425.28 CTR CHNL=410.51 8"PVC N, CB RIM ELEV=424.96 BOTTOM ELEV=420.49 IE=421.80 12"CONC N IE=421.66 12"CONC E SSMH RIM ELEV=424.17 CTR CHNL=409.70 8"PVC N,S CB RIM ELEV=423.14 IE=416.04 12"CSP W IE=416A9 12"CSP E APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE PER CITY OF RENTON SEWER DRAWINGS. DID NOT FIND DURING FIELD SURVEY. CB RIM ELEV=422.29 IE=420.77 12"CSP S CB RIM ELEV = 425.98 IE=423.86 8"CONC, W CB RIM ELEV = 426.43 IE=423.77 8"CONC, E IE=423.46 12"CONC. S NE 1/4, SW 1/4, SEC, FXIST PRIVATF RnAl7 TWP 23 N, RGE 5 icl crnou (lo Aik#A!`C GRAPHC SCALE LEGEND EXISTING ROADWAY PROPOSED ROAD WA Y 71 PROPOSED SIDEWALK • • • • • • PROPOSED WATER PROP. TEE W/ GATE VALVE PROPOSED FIRE HYDRANT PROPOSED 11 *25' BEND PROPOSED SANITARY SEWER �--- PROPOSED SANITARY SEWER MANHOLE WITH FLOW ARROW PROPOSED STORM SEWER PROPOSED STORM SEER CB (TYPE 1) W/ FLOW ARROW PROPOSED STORM EASMENT PROPOSED LIGHT POLE A.A. D-1 �E �h EXPIRES: MAY 6, 2001 2 00 L I� Q J 4 J w Ir i W 0W W 0) z ff�° Ir IL < U �Q3 W W>Z W W mT,� m � PROJECT NO. JGC DRAWN BY 09-01-99 ISSUE DATE SHEET REVISION 9943PED,DWG pD t\ m M d' X W 00 00 O �� W QJ W In O cD K) W H V) F 0 00 00 v- r O O 00 It D o PACIFIC ENGINEERING DESIGN INC. CIVIL ENGINEERING AND PLANNING CONSULTANTS v4`j