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HomeMy WebLinkAboutR-392219r ci E E :R E r t F €g - - L fr flt ( ,t �i � 4, 1, R , _ . ;: �' ` 1 A✓ ; r.-�is a �:�x s�'sq.,'.. �Es�.€gap i( ' ak g 55 tx ` t F k' d�.t . t`{3f _FfF:S a p l 4 W. E t .. - I, S ;, e�lax��=is,etj:.. �g t �:� cii! fsgs. -• v € s��l Frb€(I6t t a {EE4s a , a i. „E , aseaa.J,_ 9 g•. e � ea. ga t en... e i Et v :as . 1 ID ( g t. t t 3 'i i 5 4 ' , t' I s. 0 I a o 0 � t til m I ` Q c , a a Q , i •3 •' S00, UBL1C� i t ..,x,.., /�� r ' a a,rq. ,t f,�., .,,, ;BEARINGS. ,,. < i BASIS OF >�� :'�«_�� ?eta a �,,.V1J a , ;, i , a . g � E as 5,e t :... 3a.::E , ° 92 L ,. � �. a _.. . . ..� $ G sF-sas�a,n a� .. �a,« -,,,., a#�.-::.. , t. 4 ? : - a,:r, , - t .. - :;,Ya is - 1a#(e_• e_ _ a Y ,<,�_. i } - I II 0 POINTS S 1866 AND >:;' $. ,`• � ! N 639 10 E BETWEEN CITY OF RENTON HORIZONTAL CONTROL !?OlN NO N �a t t t 4 SW 376.99j R a, . .o CB 4 T YPEt. 1 ,PRIVATE , , /CD I D391. LO c a' } 1863. NA 8 _ Sj+86. 7 64.88r L DATUM � ' ! VERTICAL E �<.. , a,m � . 2t , . >.. _ a _ IE IN ct�3 38°(E)373.22 TYPE 1 PRIVAT � ,<. , , I _ : d Y Y[ i b'1 - 4T" i ( ( P �i ,. la r1 ..?... 3 ! 3 iT 3� _ _ , a , , a , , . ,> � 1..m .w VD 8$ PER CITY OF RENTON VERTICAL CON TROL 48.91 11.17. R ,,~a .,�.,.. _„ �,,,-, .. _ ;,�.. , ra,, , 1 , 7. �.3a,l� ��a�4g i,, 1.2 /E OUT 37-:3-33� W 373,25 , •- 5-1 380.45 aa;:•<a �kx �0 1 i t 3�8 (NE) 377.72 w ~� � � �. ` - '� � � r ag � - aA � �, + ,i �, HORIZON TA L DA TUM y y J T 3 9 S 37 . 67 1 " � < ,. , e ,. ,4 r �-48 PRIVATE` U ENTS CB 3 TYPE 2 >; NAD 1983/91 PER CITY OF RENTON MON M STA. 11+70.21=3'.41 R• RIM .3�{-ss 371.s7 ! ., BENCHMARK. t' 12" lE IN E 37J.27 �J7�'�': ( ) C,/ 0. 915 ENC RK 1 ON B HMA N ._, C/ Y OF RENT r 2 /E IN 371.2 1 � rom,O 'BR SS PIN IN CONCRETE ONUMENT SET 1N 2-1 2 DIAMETER PIPE!: A M /. 2 /E UT W 371.2IO + �.. BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4 /N MONUMENT 3 st + ! r CASE ELEVATION = 380.8ti FEET. - ' 2+0© + i 52-150 BASIN . NOTE: r f t ! CA TCH A t r E � 1 ! � (} i l 4 r Ea, S U WISE NOTED. ALL CATCH BASINS .ARE VANED GRATE LESS OTHER N Asa: -,..a, � ., , < > a . � „_ 3 � � ,,. ,�' e� � a e���_ i i r ✓ I t t t. 3 , a 3 33 a g. 'vb i F ANGLES REQUIRE ROTATION O FOUND THAT PIPE A Q CONSTRUCTION, I T 1S FO N .- ' � � �'w ai.;`,:s, •�' ., � - -., 3N v a as : -sa,- � ��- � �,a. ; / _ t _ .. 2. IF DURING N ... , . 1 CITY WILL REQUIRE MISALIGNMENT WITH THE CURB THE Y 1 Q C D M/SALIGNM N W T H ,� ,.� >g��,�„: ;��< r r ,. , J THE TYPE 1 B .AN t "4 a L r 3 `Yi 2 _,.PE P_03 �� > LE I ,� + t i , D i i B WITH LARGER STRUCTURE AN �• � � � W! L ; � t # t I , } v � ! /. REMOVAL AND REPLACEMENT OF TYPE 1 C W ■ y, �:.4 ,` ( !, t t 3ADEQUATE KNOCKOUT. s t 1 �, ; ! / WALL NOTE: O -�' WALLS GREATER THAN 4-FEET .HEIGHT INCLUDING FOOTING HEIGHT REQUIRES ViaFW- 3:., f�;� a-;:.fr_.'�,u .37...,,. a . : >-saa as J j "✓;a' '5"""' ... //. . ' g i � g. � s � a,�? =a � g3 � � �;:� _ ..:_�,,� , s r.:.,.._ � �. <, SEPARATE BUILDING PERMIT ��' '3s,y x<d<, ^ds � .,. ,.Lf � { �.; � / - ' Iyy a '.f� i r .,p€a ., a�ar5 a '�•.,rr;,' ' �, i f J , / J - , J UTILITY CROSSING NOTE: T- ,E 103° TYPE 1 (PR! VA TO .'� SEE SHEET C25 FOR UTILITY CROSSING TABLE 45, 00, 11.17 IT, ' 'ti z �` a Y Y�i;s� �?!r aa:•. f j: F g�` ays € ° {ux'i , 3 v ^; � � . ..,,.......%�`..� .>,.<.....: S,.aII' �. _.> 'SFi EF : 1. ,�° a s. ]. i-{ ,.. -✓ ` _ '.- -. 3�r.19,375.19�. q lE I 3�zi-1v 372.19 -' ✓ � le OUT 3?-2.-16S372.1ME,, -`'"; '3v arx t" al' � a`2 a3 z,,3 -s' � i 3�. � � ° a:t' q,'3 �:�" 4E t � .r✓" 1 I 4 l j' J - f i r 1 e € € i ! ( ! t 1 i 1 i ; s € i , 395 • � .� .,...,MM _M,...,._.. .,.",,.....,__.--______.-,.m.__ ___.._ :::�._m.- __.__._m,.m„_ j q I I : 1 ! I f 1 . ;"_"._. _„ , ...,...mm. _._,._,.m.._m_..,..�..,m,_.. ....,.__ •390 ..:.,M,..�...,m.n.,,.._m _.m,._.._ �,mM_,". �:._o mmm ,.m._€, + I � r P I i L.P. 1ELEV 375.69 I j i L.P STA 51+47 ! o II j PVl .STA = 51+27,0 p o j I i `n FINISHED �9RADE PV! ELEV 375.99 ,m.m_.....m .mm,....,�.n.�..mm...m.m..m� W _ I - 6 Kj Y i E �u {{ jSTING GRADE 40.00' VC I j ---- 1 � o f .46� : 2.84g- _ 2.009 - - _ i - - 1+10 o�11_ 1 --- t : 1 W Q Q 4u n I (ABJ E ' j rntn4L. i NLJ cW I g I 96 LF i C CPE 5 7j%' 1.341' Q W ! : I i �..., j F12"LCPE ' C8 203 TYPE 1 PRI VA TE ! 1.74Z p Zig V E STA. 50+48.91 11.17' ( i (P103) i i z I RIM 3,9}§1 380, 45 1 j E ! 12" IE 1N Jar. (NE) 377.72 12" IE OUT 3 6S (S)377.67 w ,_. ,:_ ,._,,°_mmmmmmmm:;M,. „__„_..,..m.,___m_______.,__�__..m;m�_,._.....mmmmmmw.,.,,..._._.._._..,.w.�.mm..._..__...__�-__�_,.�>..-_.�M„",: ..,...�_m . w,., :.. _ .._....__a..,.. �,_,:..�..mmw...,m-.,.-.�__�.�_..mm.,____ _. 370 __., __.,_ ( 4, TYPE 1 (PRIVATE) CB 3 I TYPE 2-48" VATE i 45 2.82% i CB 103 TYPE 1 PRIVATE STA. S1 f 86.17 64.8' L STA. 1+90.41 5-64'1 I -4+- LF 12" LCPE 03-150 (P303) STA. 51 +45, 00 NJ., R R1M! Fr3fi 376,171 ' RIM 3��#-9. 374.97 j t 12 I IE IN 3�-.36- (F) 373. 2 i RIM 3 ; 375.19 I 12' A IN 3� fe (E) 471.27 12" lE IN 3�P. i (N) 312.19 12 /E OUT 3 39 ?(bV) 12" l IN 8 (N) 71.27 I ........ ---- ! ( i j 3 373.25 3' I 12" IE OUT 3Ai? 16 (S)372.14 12" IE OUT 3-18 (W) 371.27 g Q ' ..w,.,..n ' mmm...w_.....,...,,,....,.....,.... ,.�m,...... 1 m.�wmm.mm»m... ,,.°,m.,,....., i E,..m+m.,..w,a.,.,.e......,..w,., .n....,... 1 .,.,..,._,..,..,..., a n.,..,m..n,..,.,,....,w.,,..............................,.,.,.. ......._,.....,,.,gym. .,."'"'•",�v�n ...,...,..,m^-•+^. ..,.,..,,,,--- i.,:..,,n,,,......w,.....,n,,.,m.,.m+: :..... ..,.. ,:_ . ..:,,.,n .,,.., .Mn., .,, , , i 365 CB 303 TYPE 1 PUBLIC j f02 a STA. 50+ 17. t7 f 9. 92 L C I (AB) 3. 36X LF 12 LCPE C 5.,50% (P3) RIM 352-09 382.'04 ! i I f i 59 LF 12' LCPE @ (P4) CB 2� TYPE 1 I f2" IE OUT SW378.991k i' 1 i { i ��S- ( ) ; j ; STA. ,51 +91.17 95.83�` R ! ; RIM 168-69 368.41 k I F i 12" /6' IN 3�9 (E i365.66 DR 12" WAY )? 12' ' lE OUT 365 90 0365.51 i r7 ^ io M N °j o0 �_ QO 1_: �• °� t\ � � M MaOj M k^j r7 M r7 M r7 r� r7 sn� nn 50a-4o 50+80 51+20 51+60 52+00 52+40 52+80 v . , R. STRONG CONSULTING ENGINEERS all 2 Working Days Before You D c�� : Ig ,.� � � � � ENGINEERS PLANNERS SURVEYORS 811 << g �, 41��„ �" ,� 5z32� m - " 620 - 7th AVENUE KIRKLAND, WA 98033 ilitie8 Underground Location Center R {� 0425.827.3063 F425,827°2423 z (ID,MT,ND,OR,WA) AL ��ji i