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HomeMy WebLinkAboutR-392216i SW 1 4 SECTION 29, TO WNSHI P 23 N RANGE 5 E, W. M. A NA -N CIO N Ot- _ •, f+ ' . `, _ ' r •' ..,,p.. - t t - , , - - - .. a.;r€5 C 4 C., yt,.,,T.•.r' >-S . . t r .s . i t r x :f ' I t { ? J ;1 ' ' ' v:. "' - l i,,..'1 .: ;,✓ :E:': y _ l r, \ i .. LLJ r1, -- - -. M VA t ! W 00 N - '. cam✓ TYPE 1 (PRIVATE TE r } CB 103 T E `CB 5 TYPE 1 PRI VATS �'._ STA.. 51+45 11.17 R � ._._ S� i 4. STA. 43+35 ir.17 R O i :fir $�.rr. F. - . RIM t t r i. RIM 381.5z`'- 381.32 12 IE IN 3-E (N) 3 2.19. 1 r �# } / ) . , ■ } 12" 1E IN 3i &P E 378.43 t.a - ( WALL DRAIN ; g12 IE oUT �. " (S) 72.14 y, ? o I ? 1' 12 IE OUT �ff 5:P W 378.43 f r ! `t� ,r , ! p o p P " () CONNECT -TO -CS ¢ f :t S-j'� ::q.,!__/,.r r p °.••' x ' CJV 1' ) M 4 f0a, i p'. p r t"'`1' - •• „- - . , v _ t e t t. u p , f .•.. _ '" 't.,s•• >w •, L.t.,-J ..» 1 ,/' 33 LF 12 LCP P101 p t �O F �b C� ' J. L. .I•va r }, - \ , L CC PER TABLE ON v _. - C .� ( Y •., ;,,,, , �, ♦`' ,>^ti.:, '" \ t. t v ',.., ; � :: _ SHEET C 11 _ .,.,.._ / } } } ti 1 Q `8 r E P.1 `�; 4 ; jj } H i Y 1 OF BEARINGS • :� BASIS } Y i 46 39 1 E .BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS .1866 AND _.... . . � xµ•- / � � / i ) „ � _ ~ \ �'qB \ � � .- 1863. NAD83/91. ~,,\, . t r . f :..: -, ■ _- 32 LF 12 LCPE R6 , J w „ GB 101 TYPE 1: ;PR1 VATS s �` i o `: / \ \ .} o \ `; W VER TI CAL DA TUM STA:., 40+32 0.2,j• ..R.� .�; �, ; � r .: � , ,wLF 1'2." LCPE (P,3) W t I - / t , RIM 36�SF 368.74 �. ,, � � .,.... _ _ CO OL -' ._ _ � � �„ - .; ` � � } EA NA VD 88 PER CITY OF RENTON 1/ER77CAL N7R �✓ " 1 / 12 IE OUT,3b5-5•f (E)36 .J9' F. Y ■ = - f. - - -�-- CB 6' _TYPE 1 PRl VA TE _. ,fit, ` HORIZONTAL DATUM ,..;w. • . \ ,, ,. YP-E-2--48- • 1.V,A•TE ,, �, ,, y ,�. " -x�,. _ .._ _. _ .,. _ _..... _:OB 4 :frFYRE 1 PRl�/ATE+ � � -, / � STA. 43+75 19.50. � --•. „ * * t ,VAULT INLET, RRIVATE , , , ,r M, j,/ �< .....� / ....aM ., �. r s SOLID LOCKING LID „ r _ . 7A: ;42+2 27 i7 r RI -✓$4.1 Y " 1 f fk, t M 384.07 J TA. 40+59 9.82 ; g CB 3 TYPE �;- 48 PRI VA TE _ _ �f I? a , ,. Y : z W NAD 1983/91 PER CITY OF RENTON MONUMENTS f _ �, RIM 37407. w 6 I�,.1N 38i.22 NE f , . 3 STA. 40+64 4.3I R _ .. , _.._ _ , C J .ram mm7 ( 9 ` i ` 12 t& IN 359 69 ( . 59.10. . k AB TA: 41 +70 ` " 1 ` f 1M 368:95( _� : !N 3�3�4 (E) 373.22 .. 12"'IE IN-381.6F (E)381.04._.,.., r j .'� Q ,.4 ::• �. RhwL l 7 : u �- BENCHMARK: t ,. I. O 12"••l�' OUT - d- (l�),373.25 •- •-� 12' IE OUT 38+•6�i� (W)381.0¢ T Y 1 PRIVATE , • � •.• ,, � a. E . ,_ -..... _„ ,_�1.2 JE IN •3�i-�� (E),.,371.27 w. �.._ ' � / CB 2 l3 �. 364:8042 1E IN 36�4 ff9 (W M '� ,` �. .., =. > , \ ' ) 'ti ' '� ` .. � � , - ,� . .. � � � _. _- .' .-•• .• .- „ ``"~.., _ N' " ,a. � . CITY, OF RENTON BENCHMARK N0. 1915 � STA. 40+69' 2.17 R \ ` „ f 12 JE IN 3✓?i.1,9 (N') 371.27 , r �. . 360.4912 JE OUT 3&8 5& (SW) (A. B) m/..., BRASS PIN IN CONCRETE MONUMENT SET IN 2-112" DIAMETER PIPE ,y /; y r ,1^ RIM 36$.68 36841 < ,. „,1'2. IE 'OU.T._ (W)_371.2 59 LF 12'_..LO'PE P4 Yy y" '`, � �> �"` . ,, , 6 JE IN ,365a. 9 .NE• --^ ..:.,...__.-. _-.- �.,w ,.-- ( ) ,- r ,._ ,._ ,.,/ -- -. -`- -. "..„ "S \ � � .,. BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4 /N MONUMENT 6 JE IN 371.68(NE) o _ 2 IE IN 36.5.-69 E 365.66 4\; � `-„ °�,, , ,. � y w„ � ...( �t .....__ .",; _-•••,,.- �; �-'`' rb, t ,.,,_ ,<, ; (1 wCONNECT122 QR WELL 1 CASE ELEVATION 380 86 FEET Q '• > ` `:, • � . h �'`'•;� CONNECT. D 1 DR YWEI L �. I ),, h w OVER LOW f a w. e w OVERFLOiII _ "i / t _ Y CATCH BASIN NOTE.• ' � ' \ "a h } .. ?yy - I - - } J r t • 1 �.,Jl2 "yS` } yam/+ 1. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED, - j I { 2. IF DURING C NS UC770N . IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF N.P. ELEV - 376.79 0 7R N.P. 'STA = 42+14.57 ( 1 I THE TYPE 1: CB AND MISALIGNMENT WITH THE CURB, 7HE CITY WILL REQUIRE' PVI STA = 41+64.57 1 I I REMOVAL AND REPLACEMENT OF TYPE I CB WITH LARGER STRUCTURE AND I I i ! 1 ; ADEQUATE KNOCKOUT PVI ELEV = 376.29 , , , � ; A. D�v = 6.24% r II I 16 j f � i � 100.00' vc j 1 i ` 1 i ; - 1 - - - - ----- --- --- ---� - - 390-' - WALLS WALL NOTE. GREATER THAN 4-FEET IN HEIGHT INCLUDING FOOTING HEIGHT REQUIRES A 390 ( , t\ I L.P. ELEV 3, 7,18 I I ) Q ;: In j € EL. P. STA = 42-1153. 64 SEPARATE BUILDING PERMIT. t lPV1 STA 42+73.64 j UTILITY CROSSING NO=TE.. N sq f + 9 'PVI ELEV = 37,7.38 € 1 - A. D. 6.229 I SEE SHEET C25 FOR UTILITY CROSSING TABLE f .�L..._:.. _ .. �` r..._.ZSGe,l1,Ll.,..r.�]d..'.....,..,.rn..-..., _..,.. € ....,, ......................i-....- i' :--.., i - .. wl ? ,�` 1 t - f W - 'ter_- -- i .W i - S •� viNro �` ( g,16 P6) co . Q I A f : � p uCPE 2ji,F 12 I e { [ j LCP jj�Q✓''/ EXISTING GRADE10 oy 1.0 € 12 r AS � 36% 4�� �l �' f I FINISHED GRA E i . (P) .: I j9 3-`" `{- q fq6) i2" LCPE;, E j I CB 5 TYPE 11 PRIVATE I CB 6 TYPE 11 PRIVATE ' 59 LF 1 ! STA. 43+35.'05 11.17' R I STA. 43+7534 19.50' R A nn 1` o RIM 48 Q42 081.32 1 RIM - E384. 07 a AS -BUILT 3 f 12" JE IN (E) 378.43 j 6 /E IN 381.22 (NE) m -- AS �p3) ( I i 12' JE OUT z=-(W) 378.43 12 !E 1N 381-B� (SE) 381.09�: .. 0 5 ' j , Q I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS -- - _ _ .. _ _ _, _C� -._._ _------,----- _ __�._.__w�_._.�___._�.____.;-_ -- --_-�- - 'W 381:0....._..... __ . ._._.,,370,._.-_.._ _,. _ _ 4 �. �70 - =- _ _ CP_ _..__ .. r E i. AS02 BUILT BY D.R. STRONG AND MAY INCLUDE LOCATIONS o I i I 4.1 ELEVA 77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, CB 4 .TYPE r PRIVATE I s a : 1 W ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS 'DETERMINED STA. 42+29: 45 2717 I R r ; � V j 1 ; I BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: i RIM 3�-38 376.17 1 ! I Q E 12 10 2018. " 12 It ;lN �3:-3& (E) 373.22 t 12 . JE ,OUT 3- 38 W) 373.25 �- ___.-_-_ .•_...._._.._.__._........_ - 365-.._...... -� �-- j 1 1 CB 3: TYPE 2-48 PRIVATE E ! ! f j r N STA. 41+70.21 31:41 R tp / - R M 3�4.-9Ft 374.97 „ 12 lE IN �-r (E)71.27 \ CB 2 TYPE 1 PRI VAT 12'" lEI IN N 71.27 € 8 O f i s STA. 4 t68.75 32.17` I ; Q z, , 4 0 12' lE` OUT �8 (W 371.27 RIM__ _ . .._.,._..�. _.V:..._..�:.. _.�_w____._ ...._..__ __---------------�- 00 12 JE N 3fr5-+?9 (E) 3 5.66 50 1.74% j . I 1 g 0 3 -4S-LF 12 LCP,E z-B2�- (P1 03) I 12 1E UT 56�E6 N 365.51 a I I 1 j O t ! f � . C8 101 TYPE 1 . PRI VA T) j M O RT I . • � , 28 LF 12 LCPE ©zt-59,� (P2). CB :.103 TYPE I PRI VATS o TA. 40+32.05 ®.25 R - 3 i 1M 368.368. 4 (AB) 2.54 STA. 41+53.40 14.00' L i ; . I � � !' � I ` ' GRAPHIC SCALE lE OUT (E) 3 39 RIM` 4 4.1 375.19 j j ; I ; [ i _ 0 10 20 40 12"� !E IN 47 2. i6 N 372.19 _ ... _...__ _ c.._ - _...._....... ...:..........._ .....-......., .,..«.....,........_..........__.-___:_....-.'_.,.._........._._-...,.....+... ........_..,...... Y^..`.......""..,..."` [ w»----"--'-------,,.-.,.,_._.._,w.._�.-__..._-,«_..+.._ --r „+•....-..._ E......_.-_,_...-..._--..._.._.....r - . _•CGS"- :. 33 LF 12 LCPE © ,PRi/) C8 1 TYP 2-48 PRIVATE 12 IE OUT 4, (S)372.14 I ; r E 1 j ? 1 INCH = 20 FT. (AS) 1 7990 SOLID LOCKING LID ' j I HORIZONTAL STA. 40+ 4.44 4.31 ' R j S 3 i 1 � m RIM 368, 9 ! i ] 1 0 2.5 5. 10 12" 1E IN S 368. ,1 c �g' O ; 0 12"'IE.IN (W)365.66 1 INCH = 5 FT. ------350-_..._.. 2 IE OU-368.36- SW 365.-51 ( ) -. --- I 0 - VERTICAL _.35 _ _. AB� , R. 392216 8 LF 12" LCP�E ®z�9c-BBB (P1 � 1 i I 1 1 ; z 1 � € � i t 3 VAUL T INLET 1 APPROVED FOR CONSTRUCTION CV k` v STA. 40+58.92 9.82' R ` RIM 368.72 I i i I 0) F PARKING LOT i SUBJECT TO ERRORS AND OMISSIONS I 1 12" IE IN (NE)359.10 # 1 I co : -Q BY: DATE: LOco o O h ao o N rn N t� o ai A v co 9 +ci r i 7 �i i o ` I� ca ap QO cp O n <o cp O �o DO ^ rn al) o a� N co M N rn ro C o cp ^ ^ ^ ^ (� h !� n O QJ pp Uj V o BY: DATE: -� o _ _ O 40+00 404-40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+QO RYA -__--_-___ - - _ DATF- m 0 i f? � ��- - - Q pF WASkr � +e3? : i�<<k � D.R. STRONG - _ EYED S � tS� CONSULTING ENGINEERSYLP N DESIGNED: C 12 VVVFking Days Before You Dig g ENGINEERS PLANNERS SURVEYORS OWN: Q11 45232 Y CEN Ut11 V 1 1 Underground Location Center 9 A 620 - 71h AVENUE KIRKLAND, WA 98033 0425.82T.3063 F425.827,2423 - CHECKED: tdA,l z �*s (ID,MT,ND,OR,WA) ANAL ��"� N0. REVISION 8Y DATE APPR APPROVED: