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HomeMy WebLinkAboutS-3366051 �!w 4Z 0� Q F� w O N _Z" v it aO Z NZO w �OV r- O �OaWW i-ZJ Qti4 N Q v Q Y 4 N 0 CJ C; � Z K o N 2 O Q 0 J Z 0 Y W (L J Lei • IL cTS ir • 0 J �.:I `�� � k: • � ' �! .°a C� W � ° Z ~ ,- 0 0 �I r� V1 nn 0 — 0: 2 0_ CENTER LINE OF 140TH AVENUE SOUTHEAST, AT SOUTHEAST CORNER MONUMENT IS THE CENTER Oi SECTION 10, TOWNSHIP 23 NORTH, W 0 2 Q RANGE 4 EAST W t esrem ®� a• .. rs��iYl�iiY ice® Q t1. 1 i� s„ -00 a v IV IL Z N 0 00 c of �.. Z _� W U oc Q - 13 . C,_ C° v� �► m E C z C �� sr F C� �!w 4Z 0� Q F� w O N _Z" v it aO Z NZO w �OV r- O �OaWW i-ZJ Qti4 N Q v Z 0 W W REVISED PER C.O.R, REDLINES B.C.S. 1/30/07 BASIS BEARING - _ 7 1 Y ....✓ 1 v t �a.% ti_ ✓; �.....r 4... ... i I .�.. t ',•,_.:, i y � � .J J U 7 Q Q 0 0 0 Z .Z• 33o 0 Y W 0 O a BASED UPON GLOBAL POS17iONING SYSTEM (GPS) LAMBERT GRID Lei o cTS a • WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF �.:I `�� � k: • � ' �! .°a `" � ° 00 58 °59.35" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 2" BRASS 0- � ' ', I a DISC AT THE OF SITE. THE CENTER LINE OF 140TH AVENUE SOUTHEAST, AT SOUTHEAST CORNER MONUMENT IS THE CENTER Oi SECTION 10, TOWNSHIP 23 NORTH, ---__ ., � �_ --_ N89 10',09' E .207.98.' ... . - , ;, ?� i kl I }.1 fft. j,i.ffe of li�t•.!� „. -- 177.98 �, •. . r.••i :., Q RANGE 4 EAST OF THE WILLAMETTE MERIDI aN -THE NORTH AMERICAN DATUM OF �' �-- - -� `° '' _..__ ._.� ° esrem ®� a• .. rs��iYl�iiY ice® Q 1 0 m Z 0 W W REVISED PER C.O.R, REDLINES B.C.S. 1/30/07 BASIS BEARING - _ 7 1 Y ....✓ 1 v t �a.% ti_ ✓; �.....r 4... ... i I .�.. t ',•,_.:, i y � � it* SS STUB FOR FUTURE EXTENSION U_' SS EXTENSION AND MANHOLE FOR FUTURE 4 Par DEVELOPMENT 1983 1991 (NAD 83 91 GRID COORDINATES WERE FOUND TO BE 183615.363 = LL 1313987.645 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION .. ....I f.. t,,. ¢,,. s.F THE GRID SCALE FACTOR OF 1.000000806 WAS SIDE SEWER D E ( EXISTIN SEPTIC (\ W FACTOR OF 0.999981078 AN APPLIED TO THE GRID COORDINATE'S FOR SHOWN GROUND DISTANCES. _� � .< _ 0 STUB (IYP.) ( SYSTEM, TO BE r.. r, (,:: I- 1 I REMOVED ,` J s �' to `) I -11 H 47,1 .2 0 Q Q VE 0 • i - ' ,' � �, . � �r • .. .$; : _._��_ �..�� {C; t� ���_:: iii tk Q NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 88 CITY OF RENTON `, £.� I W *- W ( ) 5 1 D1 SF �. I 8 PVC 55 I I I fell r c �.. SANITARY , I ,.._. PAD =472 ? f .lj 55jliJ }, . 7 ` i x� : "4 [.• Rte. I CLEANOUT I { _.. to (!) i 1 t .: `v % BENCHMARK SEE SHEET �:, .. W 8,101 SF ( I �, ( c_. , . c r� l..l I.. I U }t I QOU f s I PAD -465 C07) r ►� . I I. � , BASE. W= ®Q0��Q ► �., �, {F., CONNECT TO N N .,, . '1. .' { .r v.— ..1. __ ( I :A'�. } �: J :.1.? M fir/ CITY OF RENTON CONTROL POINT NO. 1907 CHISELED SQUARE AT THE SOUTH t _ _ _ , °� 1 I �, r- W u S CL 1 �- - . 4'� ...... ........ . AC WA MAIN i d t , w 8 w ao 0., , EAST CORNER OF CONCRETE BASE FOR CONCRETE BASE FOR MAILBOXES ON THE I I 4 !{ .. 'i ",r. L{ } z }, . WEST SIDE OF 142ND AVENUE SOUTHEAST OPPOSITE HOUSE NUMBER .12014. �i. � , � � I t :;c „ Iq I 1 1 } — s[. _k.. , y, 01 -- - -, �, - q _ cD REPLACE EX. 6 WA TER ' • „Z}„ 5 I SITE. h I _ ) I:, IM 8" WATER BY OTHERS .. ,. ,. DOWNSPOUT INFLTRATION - _ - J I I (� FOUND 2 BRASS DISK W17N "X” INCASED, IN THE CENTER LINE OF 1401N AVENUE c� - I ( `° OVERFLOW CONNECTION I ( `v SOUTHEAST, AT SOUTHEAST CORNER OF SITE. I " ; ` a� ao E I r F I DOMESTIC a I ? j V .,. METER ' TYP. ELEVATION: 470.35 31 STUB TO EACH LOT` (TYP) ,y �7 i - - - - -- — e -- — �. — _ >t W' L — - I I ( is;= I ,5,128 SF {, `i�'iz' — ,t {� PAD=-4 2. I . S to 1. Ak- - - - -- - - - �i I o L--- - - - - -- — —I— I I ibE -tWER y o I I. STUB TYP. , 20 L I ( ) ,. z CLEANOU T :F j 4 1 I £ DOWNSPOUT INFILIRATiON .I G' , t•P�s.� T�•r�f+;�. l�' r, • { EASEME ' TRENCH (TYP) -SHEET 'GOT_. ' 'i,. A** 05 f� 6 'I .. � DE -s S•. SE R - i r f• I ii. i• . t ! r i. .t — t I I 1 .. .W Ut U Q I v '- t..�, cD W I� t �.a n 't3 f'_ 4-0 NEW CONC. ROLLED CURB AND. GUTTER �,,� bA AND SIDEWALK MATCH EXISTING (TYP.) V/ U 3 1. GA I t H BAS R4 RIM q >0 bJJ r i k;t 1 C:.CjN k.! .:.9 €i..YC= i .' t t" e -t f x °^ I i ;i ,• �;. � -f "I � Y I `, � i �• . ,.., 13PG{� ! "teP "ICI ,t � 3 01 I rl I a 1! f� i'' f .7 %' z;-1 '� C, i i i" � t h A V I"�1 a ,r s I ' (I i I a 10 DE NEW AC. PVMT. r I „ PAVE DRIVE J I I PATCH TYP. _ r 6,422 SF I- i L/ ( ) i SEE SHEET C06 X • --- — — — a V 460 PROPOSED CONTOUR w X incased , ��y * ?Elevation: 470.35 . -r it EX. CONTOUR � I CONNECT To EX SYSTEM;, PARK TERRACE PLAT , t ._ i 0 � � .. • _...�.I UNDER' CONSTRUCTION (. __ ... _ .. ._.. , W SANITARY SEWER CLEANOUT _ i \ A O LT SANITARY SEWER MANHOLE ER ,;l a e f 0 6 � 1 S 13V I L-•T II N F ` i 1 REINSTALL =:. 06 E _.._.. - CAP, WATER MAIN 0 - SAWCUT EX. AC. PVMT. (TYP.) F c °sna J]Pty rsf 1 r� —f I111 t -70.42 i�1 :tu EXISTING {� WATER METER TO REMAIN Ib "I --Lead tit. ��ci� N CONNECT TO NEW 8" WA MAIN (DESIGN BY OTHERS) FIELD VERIFY I ! LOCATIONS OF EXISTING i Ip10 0 I1 �' El�rl'.P� F•t. <n.T!a M46, {<,4 CONG Ili 1t,,' >r 9 :IE CONC; S 46790 RE' 0 �0 A�0 Ado \ \ 1 'P VV % D %-- D V^ Y 1, BENCHMARK A0 r f4i ,, i e cj W/1 E MPORAR Y 2 BLOWOFF ASSEMBLY TO MATH r 4' t;a .,. i... C .N-� WE Pot N i