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HomeMy WebLinkAboutSWP272952(2) O N I NE Z3rd ST• SE I_uuT" z .,. SE 1007H T SE < 100TH i Sl o I I Ln 0 ` HE 3 NE 2 __ ST - _< SE �02n r`1 c0 '- - N EXIS;T. WATER VALVE 7 rw X 1 2N0 CT N ND > � d o �� I J R EXIST. FIRE HYDRANT ST 22 pL I FOUND MON. IN CASE - -------_- ` -___. Q EXIST. SEWER MANHOLE ST ac '� * 1ST 41051 �Q CT I CITY OF RENTON MON. k1844, 2" �• I o EXIST. CATCH BASIN Qy NE 20TH z I✓_ ��,,�. N Y 10 GRAVEL DRIVE BRASS DISC W/PUNCH \ C \ r .� J` `"WNE '1`, 21 ' NE �: WN ST HE r 2QTli Q EXIST. STORM MANHOLE �} �E 104TN � / w ' EXIST. TELEPHONE PEDESTAL .< ` 19TH N / .�, r-i CCR SE 105TH " "1 _ O EXIST. POWER POLE Wl G. 1 `' � (� EXIST. 12 RCP _ _ � - _ g INV = 426.09 / I10 - _ _ �� r\x�ti rk., Vti►y i - _ _ _ _ E- EXIST. POWER POLE GUY M1010Q `�.;` SE 107TH � r 2i Z NE; 21st STREET W EXIST. WATER LI11 t .' T T1o7T}i PL s* SE��07lTH 1 EXIST. SANITARY `�, 4.a ~ r_. O Q z N '� x EXIST. FENCE LINE U 0 J FOUND REBAR do CAP ,1RI?IEMT, isT1+ v� I _J }- Q - _. , FOU'JD MONUMENT IN CASE lfCfxsfAlG r 1.�. a t w - L F Q --� ~ EXIST. (V1S TED 2/28/00) `.� Q Q Z > Z Q ! MAP, TREE NE z a 71� . , y ­j 21 ---.ST --- D Of se lltrt If cn �1 '�r•` :t W ' a Z / .Q\ EXISi r. a 11 V 1 rM�1 BRICK SIGNACiE i I 1 ► ` ' r- r 1 I► ' I 1 1 ` I I I J 1 I I I I f TREE 1 W � I I I\/I I\/I H- F! T I I� 1 I I L� I r I v " 1 Momix JI EXIST. r_ ALDER TREE NTS YARD DRAIN01 I UAL DESCRIED Val \� , 1 `I I I I I\/1 H- /< r� ► , ,-` I • M - \/ W 8 ii Q / r Ln i� E IST. F/L ELEV.=427.43t I ., ., t 1 •, L_ I a • N n �� �' N t ® RB GUTTER (MATCH EXIST.) �'I THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, I I I TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS SCALE 1' a 2O' ¢/ u J E SS ii L_ •• 1 ' 011 EXIST. FOLLOWS: q RIM 27.8 I I I I I I I i1 N n INV-413.35 l POWER VAUL 1 L _ ./ I - BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 2O9.83 FEET TO II 4 ' I I v� '/ \ THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO HILMER S. JOHNSON 5:1+ TAPER. SAWCUT 0 ri o NEAREST EXPANSION JOINT AND MARY LAVINE JOHNSON; HIS WIFE, BY INSTRUMENT RECORDED UNDER KING COUNTY if cn �.� RECORDING NUMBER 7605120444; THENCE WEST ALONG THE SOUTHERLY LINE OF SAID TRACT, EX. SSMH s H Q I N X;; & MATCH EXIST. SIDEWALK RIM=42%.65 CURB & GUTTER 302.35 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH ALONG THE WESTERLY LINE ~� INV-413.05 ' I I $ W OF THAT CERTAIN TRACT OF LAND CONVEYED TO TONY L. MAJOR AND DIANNA MAJOR, HIS txIST. FENCE i1111 WIFE, BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7807200177, 81.83 FEET TO THE ei ` a• �+ S 30.01' NORTHERLY LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO TONY L. MAJOR AND od II / S8733,55"E h� DIANNA MAJOR, HIS WIFE, BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7807200176; Iii J - 187 42' THENCE ALONG THE NORTHERLY LINE OF SAID TRACT TO THE NORTHWEST CORNER THEREOF; APPROX. LOCATION ION OF PR OSED 6 +.: �� f ( 30 eZ \ THENCE SOUTHERLY, ALONG THE WEST LINE OF SAID TRACT, TO THE NORTH LINE OF THAT $ a oNCRE - - 62.00 50.00'EXIST GRADE BREAK, - _.__ CERTAIN TRACT OF LAND CONVEYED TO DELBERT W. UNDERWOOD AND BARBARA UNDERWOOD, 55.42' a • -GRADE TO DRAIN ® N I SIDEW �. ; �" 8 I -�� ._ - HIS WFE, BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 6162924, EXTENDED �.:_ EASTERLY; THENCE WEST ALONG THE NORTHERLY LINE AND EXTENSION THEREOF, TO THE _ g 0.50% MIN.: (TYP.) \ 6" / `_ EASTERLY MARGIN OF 138TH AVENUE SOUTHEAST (RENTON-NEWCASTLE ROAD); THENCE 20 TIO BE DEDICATED NORTHERLY, ALONG THE EAST MARGIN THEREOF, TO THE SOUTHWEST CORNER OF SAID TRACT M TO CITY OF RENTON FOR ,� M •,:. � THESE PLANS ARE "AS-BUILT- OF LAND CONVEYED TO HILMER S. JOHNSON AND MARY CANINE JOHNSON, HIS WIFE, BY ROADWAY PURPOSES a AND THE INFORt�tAl ION S' !OWN INSTRUMENT RECORDED UNDER RECORDING NUMVjI 7605120444; THENCE EASTERLY, ALONG ROPOSED LOT 2 LOT 3 I THE SOUTHERLY LINE THI�EOF, A WSTANCE OF WU FUT. VOW OR TO THE TRUE A �, VERTICAL ;: LOT 1 / ACCURATELY REFLECTS E�XISTIN.� POINT OF BEGINNING. .9 \ CURB FIELD CONDITIONS AS OF THIS 13LF 12":1.I. CL50 \ 1 TTE , s`' GATE: 3/0 /�/ m a 047 • . 3-,6 ; _ _ �Asis 4F flEAQiN� j SJi:fs, ER ,� >"i WILL_". 1sNUP'E HC BE G '113'�? IAONtfAAENTED CENTERLINE OF 138th A1�'. SE TAKEN AS N04'55',7'E AS SHOWN ON PLAT OF STA:0+20, 14' LT.-- g ►1AJVs o o 3 _ A2 STA:0+�32.86, 14 LT. s C8�2�TYPE I / I CNA)VI. S Z ��_ . Z '` C6�3 TYPE i � p � , " � _ � '` 1 SIJMMERWINO DIN. N0. 1, VOLUME 136, PAGE 51, KING COUNTY RECORDS, WASHINGTON. W/SWD LOCKING LID N 1 if o ► RIM- 42ZZ3 0 .0 6 ROOF DRAIN , RIM=4 Gt 4-•1.76 INV=426.4 495•18 o o O 0.50% MIN. `u. IL -. �� o (MATCH EX. ASPHALT) o to o z I I - INV=426.' N 96 ,W � � / "' � 3' THICKENED voi 4Z5.01 ,� NAVO 1988 ASPHALT EDGE I - 4'L 2 CUR CUT I 1. L BENCHMARK: EXISTING 2" BRASS DISK IN MONUMENT CASE AT THE INTERSECTION OF NE 19th > L E I 7' I STREET AND DUVALL AVENUE NE. _ 10' QRAiNA N h' I II'll - *' - = - - _ �_ // EAS MENT NORTHING EASTING ELEVA 7,513.068 400,359.450 129.971 U 0+00 5 ' _' 26 A M=5 7 - - - FT=18$ 690.796 13 13512.629 426.413 ti UTIL TY EASEMENT 1+00 Jr / v 1 "SD I . -�-_ _ , ._ 1t ' s p N87•?6'08-W INSTRMENTA-W p 6 ACCESS_ ( 6.74 Sol 6" INSTRUMENT USED: 5 SECOND TOTAL STATION 5101- SAWCUT ASPHALT I / .. S87'26'08"E FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS. MINIMUM CLOSURE OF LOOPS WAS & REPLACE/KIND, I F/L ELEV.=427.25 187.3 1:22.000, IN ACCORDANCE WITH WAC 332-130-090. I e"I 5' LEVEL SPREADER d < �X 30' 20' GRAVEL DRIVE TOP=4�80 41Z•2. co7,- J INDEX: = r2o%QG ♦11.S7 o 30" `, 1. HORIZONTAL CONTROL & STORM DRAINAGE PLAN CB#1 TYPE-1 , 2. STORM DRAINAGE PROFILE, DETAILS & NOTES a d ' u p .f a I I TAPER TO EXIST. / j STA 1+61, 7'RT �� ``� 3. SANITARY SEWER & WATER PLAN O_ 1; v � I ASPHALT O 5: 1 //� j RIM = 424-:iII6 4Z6-, t Z Q / ,�*ir yIN Z J 3 EX HOUSE j INV = +kk.- 6 ♦¢Z.,+Z 4. SANITARY SEWER PROFILE, SANITARY SEWER ac WATER DETAILS & NOTES l T S30, N � � � j % �� 5, T.E.S.C. PLAN & DETAILS JM \ ^ o EXIST. SDMH RNrI-427.4F n ! EXIST. CB ///.'%/////i%ii%/l///////l/.li .; •, `' 0 0 o INV-424 63 (Shf) RIM=427.07 ✓L,dT 1 - 6,972 SQ. FT. 0 0 o m -VERIFY INVERT PRIOR I '�' INV=424.82 (W) LOT 2 a 5,197 SO. FT. _ _ = TO CONSTRUCTION I N LOT 3 = 5,403 SO. FT. EX. SSMH --- APPROX. N RIM-427.75 LOCATION OF Li INV-412.70 / EXIST 12" STORM MAIN z APPROX. - JOE PRUSS 51�UPE LOCATION OF EXIST. BASIC VENTURES, INC. SASH I21305 NE 6th PLACE N 12" WATER MAIN REDMOND, WA 98053 'tiQ'�`�'of 'l�rIV � I n ACC J]iL.l�� (425) 836-8387 �� � a0 �' o I ACCESS EASEMENT 1. UNLESS OHERWISE NOTED ALL STORM PIPE IS TO BE ADS LAND SURVEYOR: 1133z �(1� Z - _ _ - _ - - 3 N-12 OR EQUAL. BAIMA & HOLMBERG, INC. 1133�2,�g '�f . w 100 FRONT STREET SOUTH19T ZONAL > - - - - _ _ 2. ALL TRENCH AND STREET OVERLAYS SHALL BE PER THE ISSAQUAH WA 98027-3817 Ip L-L! CURRENT CITY OF RENTON TRENCH RESTORATION AND (425) 392-0250 EXPIRES 11/30/00 67��8 11/30/00 w s87'26'o8"E STREET OVERLAY REQUIREMENTS. V) g1 _ _ 3. POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO � m w _ _ - - - VERIFY HORIZONTAL & VERTICAL LOCATIONS. Call NOTE: y RECOMMENDED a SET BLV D, FOUND MON. IN CASE afore You EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. FOR APPROVAL $N Z < N.E. SU CITY OF RENTON MON. #1844 D IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 1 Z < " EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- ^ w I 2 I.P. W/CONC. & TACK g• By NO N 1-800-424-55W IA. is RE R TESEN TIONOUNDSISM DE THAT ALL EXISTING UPRIOR TO COMMENCING CONT TIILITIES SARE SHOWN By I UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES AVOID CUTTING UNDERGROUND IVOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. BY n a zO. �O _ I UTILITY LINES. ITS COSTLY CALL BEFORE YOU DIG: 1-800-424-5555. �,• .s An 10-r11 111111 A at 1n111 m A Portlon Of The N.E. 1/4 Of The S.W. 1/4 Of sec. 3, Twp. 23 N., Rge. 5 E., W.M. n SCALE: T • W OOKrouR NTERVAL - r �- SEE SHEET 4 FOR DATLM CITY OF Fd9Tr0N (00 DETENTION TANK INFO. 0 ' AERIAL POWER TO BE REMOVED I o j SEE SHEET 2 -'� ..1 --�� AND RELOCATED UNDERGROUND 0 INSTALL DRIVEWAY CUT � --� EX. GRAVEL-----� I 0Dl cn to AROUND PROPERTY i 2� DR VEWAY 'i STA. 191 +19 ? •------------------------------------- vi ��- d t I 7.5 ; cri m ; o TO BE REMOVED j :: S,p, E— - — LO vi ;� i INSTALL DRIVEWAY CUT EXISTING F.H. >- X : .::: --- -_ __ _ • �' " .. GRASS SM r L5' B -.. '..� U � STA. 193+82 TO BE RELOCATE ::::::...: SS—LINED SWALE •$L. TO STA. 190+88 z ;` SEE H J I EXIST. PARKING •� : :' S EET 4 i CONC. p r-- 10,_S•D.ESM,T E :r — STA. 193+99.97 ~ EX. W. M T� t� . . + MATCH EX. CURB, GUTTER A K 1 AND SIDiV L 4«. Y B iv • REMOVED ..... . ..... ... . ......... ...... . ........ . ... . . ... .. . ... ::_:: : . I AERIALn 0 _ N .._. P S :x::. .. ... .... ....................... P ..... . .. . .............. ........... . . ............... .... ...... O LINE : :' .r•,._ 'r.. 2 1 A _ 8 0 N .4'ri'• EX. WY ....., ...... a 1 9 1 1 ~--- z ---- AW C 1 5 _ LF U L 1 2 _ S EXIST. E _ 192 O. EMEfv � — m S 4.55'3 — 193 ::. UNDERGROUND T.V. IN 1 1 � . 30" DEEP JOINT TRENCH ► �' Q0 .,,,,,,,� �� _.._..j.._._ ....__,I. _..— C]n J ( •.... FT -8 S.S. EXIST. CATCH BASIN ( I © ~7-- -__� A. 194+89, 28 86 LT. I •...., ~—---- - __, STA. 200+001 �s'TiPI/CT.�M �P�GC� � MA _ � � � I o � n � EXIST. S.D.M.H. , Q I �� a STA. 193+96.96, 21 .36' I.T. L:,'( F WASkj� _ r,�r fC4' � (Z= rA+'/a' /.S 1Y! C�IE3�JI�'Y JX/.ilr �': '2 > .fa_+ C4Wsrr� "ow.el e►to�t.�w�wsa C.B. #11 , TYPE 1 o Q •�eGasEo av,�.r .4�t f,�'�p __EXIST---S-�-�-�-M=H�--- ----------------------------- st.KvEy Ar.GqR,�So t.pvc+�r�t STA.191 +86.32 28.22' LT. S...A. ' 91 +86.32, 22.36' LT. « C w j — � Gr�ECr�iv �'�+ INT'X• STA. 192+41 .50 DUVALL AVE. N.E. �; a STA. 193+84, 27.22' LT. iAt�9 = STA. 100+00, N.E. 17th PLACE /4'. $COTl M./c/ivras�/ rdr WKs 2/14A i.s. wa 1ssb1 �i� Mth AVER S.E. (DUVALL AVE. N.E. w ao o I N i �o ao o cv �o ao TAid LE r` N O a0 cD r7 to r' c0 cD cn I CURB (6 (6 6 to to r- _....._ _.. . ._-._ ---- _........._._.... -.-._ O1 PC 100+61 .63 416.09 , 425 425_ _...._.._............ ......_..__._....._.... ' A//2 416.22 -8710'41 po OD EE U B TABLE PROPOS D FLOWLI E Q) 3�6/4 416.46 L-53.30' n + ON SHEET 2 rn PT 192+89.50 416.39 ( z a EXISTING EDGE OF PAVEM + z z -...... _ _ _ _ O5 PC 100+66.51 00 EXISTING _ A/4 416.23 A =9744'19" °o S=- ,72�; A /2 416.58 R=35.00, o y 3A/4 416.94 L=56.65 d PT 191 +87.38 417.13 _ _._............ ................................ ....._ . _._.._..._....... ..___ _....._..._.__.. EF, 415... _.... _ . ._ _ _ _-_._-- z EXIST NG 336 , 18"0 C NC- ® S - 0.46% XIS►I�'G 2 0 Lc�, , 8',q, CONC S 15 LF, 0 S.D. O S = 0. 5% �B� •Q '�'� RECOMMENDED - ----- ---...---........................ .... ........._........... ........._......_........_..._. .........__..._._................. - _ ._._._..._ ... ------._.-....-.- - _ .._....._.................... _ ... ....... ................... FOR AP O _ 410,. Z�' _M1 _SEPAM oN._ -- IN. - BY F• . X'ING. 8" W.M. �. 'ING. 8" S.S. X'IN BY a 93 I.E -409.1 I.E.=408.55 I.E =404.69 BY 405 .... .................._ ... __-- - -- -_ - - ----- - -- ..._...__......_ ------- _ ___ _._...._....-......... _........__ 0/ ECO""MEND D I GR 'Pf',OV L BY t� ` C.B. 11 TYPE 1 _ _ _- __ _ _ __ _ _ .-._- 400 \� 400 - _ .. ......_...... _......._...................... ....._.. .._...._..._._... ._. -. ..... .............. __ ....... ..__...........- _-- -- T.G. 417.13- Imo' I.E. �12"O (W) EXISTING H — TO S 1 _........ _. __ . L$T ND..._S S.D:M 48" - _ _ C.B. 2 TYPE I I 48"• _ __... I M_ _ 41..... -$8- .._._._ _ _..__.._._.__._.. .... - _..- _ _._._. 395 395__- _..._......_..- - 4 RIM 417.02 I = 1 E. 409 140 12 0 CONC. N ) - REMOVE 1 1 I.E. 410.76, 18"0 CON N I.E. _ " (E;� I E. = 408 73, 18"� CONC. NN 09// / '/ «) I E. = 408 59 18"O CONC. S$ 8" I I.E. 410.73, 18 CONC. " I.E. -4.1�-��•s 1 Z"� (E) I E. (E) — UTILIZ EXIST. NOCKOUT FOR 12 0 390 14/4 4 •7�. /8`/ AND NLARGE NECESSARY00 191 +00 192+00 193+00 194+00 CITY OF RENTON Co 4r Emnc j �pv A*6 jgwwo ey DEPARTMENT OF PUBLIC WORKS N8/7V /Avll. Aw A'4X"d*Vi� G1WV �t�,VV m >*,• cr�c vr-C/rr aW.rE.oro v E%S") •wry • • QEORQE BALES EXIST. C.B. TYPE 1 - EXIST. FENCE �/AW+ MA PO /Jd.8 /d IV A40/00Z M inc. :s tea, BOOK AMMON MErd%rd l d.SS /�V. dPsM/MC. •aX//I�OD • O EXIST. WATER METER EXIST. POWER POLE roviF ccw�iav ro et' J-00 �O�owK c^^� E"ranEEHn+c, ix,D SURVEY, AND PROJECT MAwAcE►�Errr CONSULTM EIRM . ; ROAD AND STpRM EN E PUW EXIST. S.D.M.H. $#'7r MWWN C.�rE'MAIVO 1D C/TJ' OrfV*7l�V �) �w: EXIST. FIRE HYDRANT CGw>altvL �r�MErvr No. /D44. o�a�n: F.e. a►rE: a-�a-�3 � way: z4�-os-szo 34004 9th AVENUE SO., BLDG. A 13 EXIST. TEL. BOX _ FEDERAL WAY, I o�aam: T.P. �� 20' z. EXIST. DITCH WASHINGTON 98003 M �E: ►� � rAiO� PHONE: [206] 838-6113 Dcn�rs 9/10/04 NO. Mum er APM DM SHM: 3 OF: Ig B-3