Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLUA98-039 extra documentsiz L,J ° 0 U LLI 1 � � W a � v d of o� a a° o� W 00 3� 1� a ZU 73 L4 W as �v �E E \E'I c_ C vd aO s 0 1n FL of Two —*o "?og.? 4 i i, e - - - - -- % Nssro1'OVW / 700.00' -- r 31205 -9048 I Z � 267,098 S.F.. I o l 6.34 AC. a I 1 �I S89"O7 WE I x 5235'. Llj \767 i I I k gj EXISTING WETILAND BUFFER o I. i \' , I j EXISTING WETLAND LIMIT S89- 1'00-E r3 00` W X. SD +� IoII , EXISTING GRAVEL CONSTRUCTION I- t n Q y __ x ACCESS ROAD a A Q O 00 Sp EX. SD z �, I,v O 1 ' - - EX- - 1 S89'0100'E 11 8Y I x f , IQ 0 -� -- �`- - -= X. S �� _ � : i 1 / �o Ij I m � F� �• I a 4908 TALBOT ROAD S. I W O m - _ i �m / RENTON, WA. 98055 �� b a Z p ito �__ sssroroo'E lssso'' __—f j i 1 i °z W CC M I o I ,., I l I I ' 1 zo -o� A �� °� i <,� z I �_J. '! EXISTING WETLAND ,BUFFER EXISTING WETLAND LIMIT I `r 31205 -9038 i I .i 187135 8.F. { r - - - - ; j 4.30 At. AZY, S89'01'00'E 99.74' 85 ' 8 _ 01 W - 694.47 1— — EXISTING CONDITIONS SCALE: 1" = 50' e E . .I 114 L 77 GRAPHIC SCALE 50 0 25 50 700 ( IN FEET ) 1 inch = 50 IT N L o DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. WASHINGTON 98002 RECOMMENDED y PHONE: AUBURN, (253) 333 -2200; FAX: (253) 333 -2206 FOR APPROVAL BY P is �QQY�/ � BY SS /^0I E� NA L a VEYING D ENGINEERIN PLANNING BY I EXPIRES. 9 JAN 2004 SCANNED SEP 13 2002 C3- 9 CT u Y 3 s I o� m w� a� Z w 6 " o LJ p� LLJ U J 7 � � x Q.. Q W Q E`erE a-K C O � O Gy7 �-a Q o� wz O �E O 3v >-4z �w H �E =m �E om a� 's 0 a H C U L 4 C C m J a H ALL ALIGNMENTS AND BUILDINGS ARE GENERALLY PARALLEL AND PERPENDICULAR TO THESE TWO LINES i GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) i inch = 50 ft. � I N n SCALE: SITE PLAN 1" = 50' L. DALEY— MORROW— POBLETE, INC. ofd ��.v0 726 AUBURN WAY N. pF AS F AUBURN, WASHINGTON 98002 mi. I RECOMMENDED FOR APPROV HONE: (253) 333 -2200; FAX: (253) 333 -2206 wi BY fo�Zo -oL o y 12 ENGINEERING - SURVEYING BY �S /0 A F.�� a D LAND PLANNING �7�� Z Moo —%A — ago BY o po aca EXPIRES 9 JAN 2004 C�J ♦ ''��_�q�3esc SCANIIEOSEP 1',32002 li�e1�3N �C rT Li1 J QO O ! V i a J 8 g i i i W O W CJ T H W H W W +% `m o.« o � z L :� 0 3E a �w IE--y s W a c° v� =m °5v c 00 0 y a� 0 Lai (n 31 hl � m 25' BUFFER (TYP.) - 25' BUFFER (TYP.) : I, � I , ' I CONSTRUCTION PERMIT FOR WETLAND MITIGATION PROJECT AND GRADING /CLEARING LIMIT S A LTE PLAN DALEY — MORROW— POBLETE, INC. E 1" - 40' �,v�N D 1215 CENTRAL AVENUE .SOUTH; SUITE 133 of ' wI I I I LIMIT OF WETLAND MANAGEMENT TRACT APPROVED ,_ . Zo4tgAnT DATE 4 -21-99 Wa y y y �; 1358 SiER NG� @`"� /oNa L E KENT,. WASHINGTON 98032 PHONE: (253) 854 -9344; FAX: (253)'.254 -6663 �a D ENGINE L-AND PLANNIVEYING O Z W TEO— lee - =99i EXPIRES 9 JAN 2000 SCANNED SFp t .'l im'i Egy s I 1 ;' e ;� °fF F$ °al I f { 6 a 3 0 W o W 3t m � e � 0 5� �� U J � LL � �W �/� ENN"I G-r W W a � � z � � z o � a � � O W a a.° 7 D� FI Y.� O � 3� �z �- a� _ �Ny a 1+1 � o 'v � ,' m E �i �� 'c °� o� a� i �� o � �� I � �� r W Q � Q C? a, � a � � a NORTH GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. �_ � .\ / — - I - - _ -.. "- __- _____� _.. ..... - - - ... - - -__ -_- _.. __. ._ �i 1 .I. � - -' l ,, - __ - � _, Q -- - - - - -- - - -_. , _ I -� -.. -. - � " -- - - _ �, _ _ ,. _ - - - _ ,_ - _- - -- __ ,, - -_ _ _ -- - - -.- - - - _ � fiss LF a crEr e�izct \ o � - _ - �- �� - _.. � , ��6i - - - m - - - - - � - _ ce Not hPE II ,.,�1 n °- - -- �Oi _ _ - - - - - -- --- - - -__- -------------- _ °____. - - - - -- I - - _ -� - -- - -- - -- - -- soLFtz' -- - - -- - 12 - -CU aVE�T I E2 CULVERT I.E. -162 i8 _�\ - � lr 6 -. - - _. - _ _ _ CULVERT O 12" CULVERT I E = 162.36 - - — _ � 1 - ° PROWE 6' li'1- COVQt� -- TALBOT ROAD SOUTH � � 12 "52.5'' 20.'9 RT. EX 12" INLET 12" CULVERT I. E- = 162 -'.9 _ __ -' "� LE 160 t8 .. . -. _ -- REPLACE EX 16.4 Lf lY CPEP O t�67r - -. -.:.:: .... __ -. �_ _ - _' 37.1 -[Ft£ -DL-Q 2005 _ __ -_- _..�_ —_ -' (EX SIEAR GALE 1L REILAIN R- ?993/S _ -- " cu Rr 160 IE Sfi.52 - � _ — _ _ -- -' \ \ -�-� -- �/ � - 1635_ _ - ___.. -_ __ i APP�R,pOVED Z BY�°J- DATE q-2�- q 0 3� COMPOSITE DRAINAGE PLAN DATUM: DALEY– MORROW– POBLETE, INC. it SCALE: 1" = 30' ELEVAOTIONEN12ON30(NAVD 88) �VV\ � D 7215 CENTRAL AVENUE SOUTH, SUITE 133 of � �E A fj- KENT, WASHINGTON 98032 /I QATUM _ �, PHONE. (253) 854 -9344; FAX: (253) 254 -6663 BENCHMARK: . '= o�q UI '. BM j/2132 CITY OFRENTON ' 3" BRASS DISK STAMPED "KC -F -11 1ss3° FC � � � 'ENGINEERING - SURVEYING IN CONCRETE SIDEWALK AT THE NW COR. 9 13258 c�� '. al OF sw a3rd ST (5 180th ST) AND � F,rs � STE G��. � i ® L,gND PLANNING TALBOT ROAD, S, ADJACENT TO', VALLEY �ONA,L EN. � GENERAL HOSPITAL �� racea O �I� /�) ExRIRES 9 JAN 2000 E ', � � , � _ ' �Ct� a'ief' scANntu SEP 19 20Q2 I i I _— :: 4 t - LF• I :`I 1`:6T`" I ' ` f` 8 n CV) rn z 9 W } C1f 0 0 N Ld ct C) 0 U Ld J LL_ I U � W 6 O U�I r!'ri F Cr 64 NI �I al I aI I I / I WI '3I a I I I m1 01 of 01 MI �I I I I o' 1 I I �I ul w1 �I a II �o IT W1 '�r- EXI'_T. '6312.7 LF L. a° )(R O~ � OVE " (G6 e o a p a� of s O N, e O 00 t` 1E 'E �. E WWN all c o, a� NI �I al I aI I I / I WI '3I a I I I m1 01 of 01 MI �I I I I o' 1 I I �I ul w1 �I a II �o li88 Z Z Ir U- Q v Z ty z a o Z V) O Li I � CJ W c �� Boom 'K' STA. 140+"T " 4(53.3), - i'* -4- (29.5)' LT. EXIST. CB - TYPE I (REPLACE W/ CB NO. 1 -- TYPE II, 48 ") Ex, 'K' STA. 141 + 14 A P (31.0), �-4r (40.1) i LT. GRATE (REPLACE W/LOCKING BEEHIVE DEBRIS DI TCH STILLING WELL CB NO. 6, TYPE II, BARRIER PER CITY STD. BR13) =-rt)( )(245.74) �, �, ~ 48 W /LOCKING BEEHIVE DEBRIS I.E. = 241.70 (8 PVC IN - E.) (RECONNECT) �`4Q4Q BARRIER PER CITY STD. BR13 p ,STA. 38+ *►(53.3), 17.4. RT. I E >C 3(241.57) (NEW 12 IN S., OUT NW.) 110 .61_ RIM �256►.35), K STA. 140 +17.4, --E} 0.1) RT. " 25% SLOPE I.E.(N) = ��-Ce(252.24) LOW.?- _ L _ I.E. 241.45 (8 PVC OUT - N.) (REMOVED) � - + ,� r RIM = X241.75) � �-- N00'59'00 "E �" 665.47 ,.. _ .._ ,. ._ BUTTRESSED CONCRETE o l -� -.�,�„�5) 0 W /SOLID LOCKING LID, I ! " (c p DCTAIAIIAIl� WAI I �.C�i`4. _ _ .� ��1 P�C CS�� ` .. s�(P� CG5) .i 1 /A. VtUJ.J 5 12" STORM 1�LEANOUT h g '_.09) °o RIM = 245.2 o° y �AUGNMENT G 111. {E} 242•1 �.. ' ,D' STA. 38 +( 3), -a-- 43(13.6)' LT. PIC 259 (S) 229.70 8 PvC 2 _ SL ZZ CB NO. 15 - TYPE IL -t'! OAE VANED GRATE 238.93 I REMOVED r fc1 - , r, �� ;� nz� ►i- . VCVO IT W1 '�r- EXI'_T. '6312.7 LF 'r4' C )(R O~ � OVE " (G6 e a G O N 00 t` li88 Z Z Ir U- Q v Z ty z a o Z V) O Li I � CJ W c �� Boom 'K' STA. 140+"T " 4(53.3), - i'* -4- (29.5)' LT. EXIST. CB - TYPE I (REPLACE W/ CB NO. 1 -- TYPE II, 48 ") Ex, 'K' STA. 141 + 14 A P (31.0), �-4r (40.1) i LT. GRATE (REPLACE W/LOCKING BEEHIVE DEBRIS DI TCH STILLING WELL CB NO. 6, TYPE II, BARRIER PER CITY STD. BR13) =-rt)( )(245.74) �, �, ~ 48 W /LOCKING BEEHIVE DEBRIS I.E. = 241.70 (8 PVC IN - E.) (RECONNECT) �`4Q4Q BARRIER PER CITY STD. BR13 p ,STA. 38+ *►(53.3), 17.4. RT. I E >C 3(241.57) (NEW 12 IN S., OUT NW.) 110 .61_ RIM �256►.35), K STA. 140 +17.4, --E} 0.1) RT. " 25% SLOPE I.E.(N) = ��-Ce(252.24) LOW.?- _ L _ I.E. 241.45 (8 PVC OUT - N.) (REMOVED) � - + ,� r RIM = X241.75) � �-- N00'59'00 "E �" 665.47 ,.. _ .._ ,. ._ BUTTRESSED CONCRETE o l -� -.�,�„�5) 0 W /SOLID LOCKING LID, I ! " (c p DCTAIAIIAIl� WAI I �.C�i`4. _ _ .� ��1 P�C CS�� ` .. s�(P� CG5) .i 1 /A. VtUJ.J 5 12" STORM 1�LEANOUT h g '_.09) °o RIM = 245.2 o° y �AUGNMENT G 111. {E} 242•1 �.. ' ,D' STA. 38 +( 3), -a-- 43(13.6)' LT. PIC 259 (S) 229.70 8 PvC 2 _ SL ZZ CB NO. 15 - TYPE IL -t'! OAE VANED GRATE 238.93 I REMOVED r fc1 - , r, �� ;� nz� ►i- . VCVO IT W1 '�r- EXI'_T. '6312.7 LF 'r4' C )(R O~ � OVE " (G6 e i� i i M.F.F. B.F.F. 0.6). 13.6 ) RT. ROCK- -LINED DITCH GATE VA4 --f'w-z T- - -1 !K , - - 168.9 LF 6" LCPE 0 1.00%- . N „ .J 1 001 RT. INLET NO. 1 I ,� .TE =219.11 6' i E. = 214184 11 I A STIR_ 4+�34 96 (84.3) 12 " OUTLET }t 214.83) I I I M. F. F. _ 219.48 ► t B.F.F. = 210.48 I � I 2" PE J;� TO BUBBLING FOIE TAIN IN REC.I BLDG, BRE EWAY (SEE ARCH. ILANS) �JUJT I r - - - - - - - - r I I Ilk 8.3) A TYPE IL p "IM = 197.72 W) = 195.02 of-, rT 11(1 95.12) 3RIS BARRIER '-STD. BR10A GR TE = 217.49' �/SOY ID LOCKING LID I L I.E. I 216.07 `i I.E. = - ;11- 5-s'1{215 20) (12" IN E.) 20.0 LF I M.F.F. 217.86 1 I.E. = - =r`+}- z�3(210.iq (12 N. & W.)6- PVC (1 I I B.F.F. ;208.86 I M.F.F. 219.86 1 I CL ANCHOR) I BIOSWALE I B.F.F. _! 210.86 I 0 20.15% 1' I I M.F.F. 217.10 I J- - - _ - _ =►- -- _ -- 1 B.F.F. $ 208.10 ~ I ,� - - --- 1(40.4) L F 12" PVC ---- - - - - -- _ -------------- j z_Lj - Mjj_ 1 i I (SDR -35) ® 12.0% t -_ - -- SPA 1WAYIWAT -- .. - _ FEATURE (DESIGN I - L------- - - - - - ----- - - - - -- f .......:a::.. ............................. :.... ....................... i � h 10 WAl I I0_ It WAIL Wol: . I_ vj (1-IF4 %n STA. 141 +94 -3 (92.7), 1*436(4.4)' RT. LENT 'K' CB NO. 13 - TYPE 1 ,; ti� 1� -- - YVANED GR -_ + I.E. N a LF 12 l P E PVC O 3.97 /o V N� II 0_4 fN 0 II I L_ _j I i I I Il (C Qi I I ► I fig M.F.F. 248.20 i I 59 B.F.F. 238.20 I 2F I I I LL1__1. J.1_L.1= 1_ I I f TAT i 7 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. I+ I 229.31 I -- I-- - - - --I �- - - ---� FF- - -=--� 3 I B.F.F. =, I 220.31 L- -. - J I I L ao �,P r } NN, l.� I o - I Z I M.F�F. = 225.31', I I MIF.F. = 225.93 1 I B. F. = 216.31 ! L_ B�F.F. = 216.93 jr -- Tf _- I R 25 324 1 0 I r` tn , W-0 00 Ln 116 LJ Z amN N p M 00 f` Co N N O U' j N \ u i 464) LF 12" PVC 8 2�49(1.8)% II j 'D' STA. 36 +37.68, 24.76' LT. o AUGNMENT 'I' -AREA ' INLET NO. _ 3 + GRATE = 216.73 I.E. = 214.73 D STA. 6 +.(1 .2), 23.2 RT. STA. 0 +27.x(., �I ), 14.44(.8) T. CB NO. 1.9 - TYPE I R VANED G� ATE _X212.68 ? ?)' 00 0 I.E.(N) _- X6{210128) i A I.E.(S) + (210.93) -4" I N co o Ln � --� t '- - - -� y - -- _r-� I I I I I I Di STA. 36+ (2 •0), (13.3) LT. I F Chi Na. 20 -- TYP� I 'RIM _ 2131.7 I I J ' W/'SOLID DOCKING LtO L • I M.F.F. _� 1 I o I I.E .,(S) = x(209.47) I 2 6.32 I B.F.F. 207.32 I I.E.(E) = X209.27) M.F.F, = 215.88 I I W 0 I I.E.(W) = PPP-PR 207.52) XK B.F.F. = 206.88 I I I � I D STA. 35+ t, 4 35 +77.7 , 13.0 LT, i I CB NO. 21 - TYFiEI I I < ( VANED GRATE = i� 206. 11 --L- Q ` I I.E. � -� 7 �1 �) i � I' (202. 1) (2 IN) I.E. �- x(201.21) (12 _OUT) _ ROLL 20.E I ,D; STA. 35 +;; *100.4), (9.8); LT. E STA. 43 +44.4, H -�(11.60) RT. ........ ..8......t..CB..ND:.23..._..1"1 E T1- ,..49.. ..................... RIM = --x'(201.44) W /SOLID LOCKING LID AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED Y M ZR DATE: U NDER MY DIRECT SUPERVISION ON THIS _O O 2 132 F��STE� fsION A L EXPIRES 9 JAN 20M STAMP NOT VALAD UNLES$ SIGIIIfD ! DAIM DALEY- MGRROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 L ENC 4EERING - SURVEYING LAND PLANNING •)C10f- om9 - 2e9.3 2,# 4 0 SC hnEu MAY 0 12006 7 41 y a b z z 1 © .0 o X V+ i n 0 d 4 4 8 ce) n rn A 2 d z cv p � M O � M W L O Co Q a O U w +� ti 1 �.i r~ f r, r� , av _. WIFE 00 o of 8 E E4 z U -, E-� C :5 U a' c E ,m E 01 ILI I i "I C'I I I UI WI �I 0 dI m I I I I i I I I I ml d1 01 ail I I 01 I a'1 I �I wl �1 I a •r .r `, I c I I N i l � .r., , , , FI well a C� u) O N 00 o8m,• V) Z i- oa Z Q .3: �� z ct Z r O Cr o Q Ir c� C� L-, Cr Lr w smom 'E' STA. 42+-- f- x{23.6), 28.7) RT. 'D' STA. 35+:4+ QP(30.4), (9.8)' LT. =;�, MATCH LINE TO SHEET 7 o LOCKING LID 'E' 43 +44 4 +- --tL►( .•••••••••••••••••••.••.•• .....•..•••• ,.`••• •... .•.••••....•.•.••.••••••w.•.••• ..•...•.•.... ....•..•••••.•....•..... w ........................ .............. ................ .... ..........•.• .••••••••.••••••....••••.•••••• .. ......••••••.•••••.•••••....• ................. ....••..... .... ••.• •• . ... ......•••••••••.•• •.�... .......•.• • .... CB NO 10 TYPE IL W SOLID L ING STA 11.60) RT - ---�, ' o ...�. C'8..NO: '23 - ..�E n� 4e... o o .;___ �I.E.(NE) 19!,.4.x(193.80)12 "DI RIM = X201.44) --i � -- 29 .E. W = 12 PVC 1 N L. ( ) (� W /SOLID LOCKING LID !! 1_ 47 - 84.3)' LF 12" ''? o - -- - - I'� - -- -1 I .E.(N)= 194.80 6 PVC 'B' STA. 14 +68.8), -- .►{19.5 ' RT. I.E. _X192.70) (12" IN E.) J - -13-1- �VC ® (1 2.76) ; - - - - - .E.(E)= 194.25 6 "PVC 'D' STA. x z �' 4 + ) I.E. = - 190.65 12" N. I I 1 1 1 ( (33 +11.5), �-E3- x(19.5) LT. -( ) ( ) --- i 1 I ( I I I 00- " CB NO. 29 - TYPE II, 4$" I.E. _ �� {189.85) (12" W.) I =�-�� I I I L -- I (�-j I I I I I l 85.4) LF 12 VANED GRATE _ I M.Ft 9.52 i I L- ( PVC' -t (1.99)9 I.E. = 184.65) (VAULT VENT) 'D' STA. 34 +4� (45.0). L 4- I I M.F.F. 2026 . _ L I I.E.(N,S) - X178.32) 12" 1-- x(12.5)' LT. r I r, I B.F.F. 193.6 i (GAG - „ 1 �REC,i B IL ING r, , _ _ �.I - Z__ CB No. 24 - TYPE II, 4$ I } }+12" LCPE 0.5 TO I �A. STA 2 +50.58;1 - .4 RT. M.F.F. 203.10 _ - r I - VANED GRATE _ -2- 1 ( ) / B STA. 15 +48. 16.1 RT. B.F.F. 194.10 I 1 L J I.E.(W) = 4{188.00) 1 I I WATERFALL FEA I 'C' STA 4 T 21.6 RT. 3 74) LF 4 "0 1 M.F.F. 202.37 1 I I I.E.(W) _ (188.15) I 1 I DESIGN BY 0 =-- 'D' STA.►` -�►- =- 32 +40. ). �� 17. )' T. ; B.F.F. 193.37 I r - _ I " 8 L D.I. VAULT VENT 2%. �' - ' i 1 i CB N0. 11- TYPE II, 48 ER G�`TY STD. O 2.94) ..� CEE 1 I DTL. BR13, IM = 182. ) " " f I I I 1 .F. F. = 19 .53 I I _ i 12 0 D.1. CL. 50 " I.E.(W) -- 177.73) NEW' 2 W.), I - t B.F.F. = 18 53 - - I 4--x(4.0) LF 4 D.I, I " - - - - a► .53)% - - VAULT I.E.(S) , =- - 1 9.88 _(NEW_ j W =. - -- I �'� VERT _ - = I 14 +97.37, 21.74' RT• ( ❑ ❑ I .. • -- -- - - I RIP-RAP » L - r G• V• 10.3 LF 12 LCPE V 10.009' - _ -- -- - -� -- - - 62 LF 12-0 VAULT A R / o be, - J 00 SOLID LOCKING UD /TYP. 4 n N O < o N _ . - i 'B' STA. 12 ++1- e-3(40.83). - " 1.62 y vi -�- x(43.74) LF 12 PVC (13.4) LT. - � N - - - ----- •- - - - - -- --- • CB N0. 25 -TYPE I V. °" 6. LF 12" I •�,,_ I.E.(E)-- 184.62)(VENT)I.E. _ X84-9{179.84) 1 (SDR --35)0 12 -96(10 VANED GRATE = X6.68 40. ''SRI M 188.57) I.E. _ - X59(184.59) I.E. = 18 . D.I. 0_ 6.8) .f- B STA. (14+89.6), PVC 0 4.55 1.06) _ �. 2 00) 187.22) 's ♦ (0.7)' RT. G.V. I I.E. - 96(176.92) (VENTS - o ., _ �YTEmC;Ef� t-UR13 ''� B N"O. 3,.7= ° AIJGNM�NTS '8 AND D-- 4.4) j1E 12�..�:;� TYPE t_. -_ _ �. _- � , ;:�.:�_- �� - - � ALIGNMENT _B - �B; STA. 5. 13+75.8), i8.6 11 MANHOLE RIM � I RtM = (187.79) 2.1 ( CONCRETE DETENTION VAULT 'CL. 50 X5-86( -1.59) D STA. - 34+15.3), (194.69) 120.8 LF 12 - -1,.7) LF 12" _ _--1Z= (182.94) (E.) ( ) I I.E. = -46- X9(179.73) I.E. _X180.13) PVC 0 1-3)% CB No. 2$ TYPE II, 48" PVC (12.8)9'•E. _ (182.89) (N.) RIM 188.18) RIM- 194.13) -1� VANED GRAS- 196.16 '.4) L 12" - - �- - ,- -- - --� - _ - T - ----- - I. E. = }$x{184.70) ( VAULT VEN I.E. = 489- X4(179.83) S` W-I 12 ,y, i �" C> to - o N ¢ ao ¢ u� a O I r, LI c0 N � C V CD W p ih i d' nl -- I I I I A.F.F. = 194.201 -1 �1-- I I I I I CC) B.F.F. = 185.20 i I I 1 I I . 187.1 1 0l0 oo z t + I I i =4 178.151 ! I I I I I L-- I I _J I -I I L_ 2---J I i. J I L ,i B STA. 1 69.3), -�3( 3) LT. - I L li 1 .7 LF 12 B STA. 14+ 8), 14.0 LTi #D $j STA. 34+0 .6)0-' -��(12 8)' RT. M.F.F. _ 189.73 5% (REMOVED) I 'D' STA. 3 +67.2, 14.0 RT. I I CB NO 26 -TYPE II 48" I I -_ } B.F.F. =i 1$0.73 m " I I CB NO. 27� - TYPE I I I I I I I IF I %108.0) LF 12 _ L { 93.86) OR' ' I I VANED GRATE = k184.56) 1 1- _. -� VANED GRA -- +1i- �10.91)9� I.E. _ 183.31) (12 IN E. I I 4 I � !1 I I.E. _ }8181.51) I M.F.F. = I 1 .E. = 180.46 12 IN S.) I ( M.F.F. J-1 195.23 I ( 1 3 I 25 ) ( I !_ I 188.86 11 1 p = ) (" ) I I B.F.F. =j 186.23 I 1 M.F.F. 193.73 1 00 110.4) LF I LF 12 I M.F.F. i- 186.86 I I.E� --2+{1 0.06) (12 UT N.) I 1 - -. i B.F.F. - 177.86 B.F.F. = I I M.F.F. = ►192.20 I.E. 183.26) K8- W.) + �' i I B.F.F. 184.73 I so ., 06IIF {5.55)% I PVC I I- I 179.86 i I- ( I Y - 1 B.F.F. _ � 183.20 - -- 1.13 r -- t �z ( ' 'A' STA. 2+ 3.7), 15.0)'LT. - - - - - -_ __� , - _.._--- -►-'' �. , / 'B' STA. 4 1 75.9),•+18.6)' 1 4 'C' STA. -22+ . 22 +48.3);4 - x{18.6)' 'D' STA. 32 +35.5(.8), = x-9(33.7)' LT. _ I R �, R25 CB NO. 45 - TYPE II, 60" EXISTING 25 SENSITIVE m r % CONTROL STRUCTURE AREA BUFFER ALL 'B' STA. 11 +44.4, 13.25k13.4) 'LT. F- I RIM - 186.79) W /SOLID LOCKING LID AROUND EXISTING POND / z CB NO., 52 - TYPE I L R35' I.E.(N) - - -9P(177111 (12" IN) \ VANED GATE _ -� -1-1, z R35 R= j R15I.0, -!, I.E.(S) -:- (177.29) (12 IN) - .I.E. - = X3(166.63) 0 I . E. (N) ?S- 56(174.89) (4" I N) ' I.E. - (168.88)6" � I.E.(S) _ .(174.84) (4 IN) A STA. 46.4), 13.3 RT. TALBOT STA. 118 +87.53, 52.84 RT. + I.E.(E) (1'63.44 " EXIST. G8 - CONTROL STRUCTURE, I 00 --LL (4 IN) C STA. . 46.4), 13.3 RT. y I I.E. W ��St� 169.09 18" OUT TYPE II - 54" D STA. (46.4 E� T. ��.., u4. 1�a- +.t,11"'. CB NO. 46 - 7 RIM = 165.86 �+- 3(1064) LF 12" PVC -92.6 - ��' F- �� - - I �rKING LID ', �Er ` w 'C' STA. 20 +83.55, d _ '' RT. VANED F3{171.5) 949 9. ,92 -p ° � @ '34% (REMOV �= EXIST. OUTLET = 162.18 .- -��,�- ,x(165.95) O/r = 164.1 9 �' 'C' STA. 20 +78.41(84.9), 59.38(59.0)' RT. I.E. = 156.84 (IN) " X -- 4(46.2) LF `�. - I.E. = 156.84 OUT - LF 18 PVC ) 12" UPLF' 12 INLET - 163.84(163.81) EXISTING POND - ORIFICE - 154.84 (PLUGGED) 28.6 LF 12 X5{4.27)% � � i @ - 4= ��(6.62 � �� . � ' -' 20+ 78.4 i , �y. 38' RT. D.I. 0 7.599 EXIST. 12" IN _ 3.84 (REMOVED i R 5' 15' 20 -) Q ` EXIST. 58.2 LF 12" - `--_ SLOT DRAIN CPEP @ 7.46% 0 0.50 MIN. 35 (REMOVED) EXIST. CB - TYPE I (REMOVED) ` `� . J I I 2,C-L STA-- 20 +- 3-3-82�z.vi�i. - \'~"-'' EXIST. 50.0 LF EXTEND 'TALBOT' STA. 119 +37.89), 76.32' RT. �'�: 4'`- 1.0 L 6 42" D.I. @ 0.5% ,. ►R2` f� N RIM = 164.04 ., `\ LCPE 12 D.I. R2 EXIS I . 12 INLET = 162.19 0 2.00% f� � W /SOLID LOCKING ., .� 0.50 (REMOVED 17.5 LF) 160.52 12 D.I. W B N0. 1 '� ( „ S ) (REMOVED) EXIST. 54.2 LF 12 CPEP @ 9.87% � 2 �� EXIST. 14.4 �F 12 I.E. = 159.56 (12 CPEP NE) (REMOVED) EXIST. 18" D.I. INLET 157. I % R24.75,�' �- D.I. @ 0.56% I.E. = 159.54 (12" D.I. W) (EXTEND TO CB N0. 12) - % (REMOVED) I_E. = 159.50 (12" CPEP SEA (REMOVED) N00'30'20 "E 663.33' � . - JB NNW Sv- --.. ._ ..- -7 �� ..� _ -._ ____._ -_.. __ _. -. ___- _... __ -. _.. -. ___.- ....____. -_-- ____ - - ♦ - T R 35' 75.' .. \._ _ D.I . 2.26 INLET IOVED) - + 00+ - , -_ ---= ----12 W - - - " L. VlJ/ 0 �._. EXIST G V ON STORM PIPE it It 'TALBOT' STA. 1?! +51:;-5(121+26.9), RT. 'B' STA. ' 1. (10 +21.2), 13.3(13.5)' LT. -+-2-x--5(121 +26.9), __ ______ -."TALBOT' STA. �t•(118 +63.3), (21.3)' RT. L EXIST. OU1�L CB N0. 50 -- TYPE IL - _ = 160.44 GRATE _ x 99(162.23) CB NO. 54 -- TYPE IL GRATE _ �-+�++ „ I.E. = x-&+(157.13) --1- x-1(140.6) LF 18" PVC 1--r"- 123.0) LF ,. .►. 18 �_,M P OU TLE T o �--6- �(0.48)ra 1 " ( 2 W LE. = -+•�► { 156.48} (12 1#) _ o TALBOT ROAD S. 8 D.I.-.O 0 5% - 1L0._50 REMOVED) --+- -+- - -- .,�.• , _I.E_ _- - t��+z�(155�3) (18 I-td & 4�T) f - N - - � _ , - 'B' STA. 10+ x(38.0), 1.3 P (13.4)' LT. 33.3 LF 18 ry M D.I. 0 0.63 463.0) LF 18" PVC 0 - +�-- E,7(0.54)% TALBOT' STA. - 119 +86.3), CB NO. 53 -TYPE IL { ) .. 21.2) R T_ -CANED GRATE i CR NO. 51 - -TYPE 4L . •(s) _. ;- x(137.76) (6" IN) * GRATE _ x {160.70) �tXISi. iL" INS X156.45) I.E.(E) _ X157.01) (NEW 12" IN ) I.E.(W) _ X156.86) (NEW 12" OUT ) t DESIGN(TYP) AS- BUILT(TYP) ROLL 20� 166 TALBOT' STA. 118+ 29.71 ,_,21.03' RT. / EX. CB - TYPE 1 RIM = 158.95 - I.E. = 155.95 (EX. 12" CPEP IN E.) E= 155.52 (EX. 18" DI IN N) (REMOVED) I.E. ? 155.52(155.42) (NEW 18" D.I. IN N.) !.E. = 155,48 i LX. 1 b * V.I. UL) i _). MA GRAPHIC SCALD, 20 0 10 20 40 ( IN FEET ) I inch = 20 ft x'`299325 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ,ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED Y ME R UNDER MY DIRECT SUPERVISION ON THIS DATE: 13250 �w NA l EXPIRES 9 JAN 2006 STAMP NOT V" UNLM !CUED ! 0A10 (/ DALEY- MORROW- POBLETE, INC. r 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 1 I I ENGR EERIIN IN - SURVEYING L LAND PLANNING inCO►'pO�c7ted ,` a � - 2 Pr 3 2S SCANNED ii 6 0 12006 0 n m z b 00 0 k�J 0 t.n O 6 `llllliillID 0A 1liIllllll0 .r., , , , FI well a C� u) O N 00 o8m,• V) Z i- oa Z Q .3: �� z ct Z r O Cr o Q Ir c� C� L-, Cr Lr w smom 'E' STA. 42+-- f- x{23.6), 28.7) RT. 'D' STA. 35+:4+ QP(30.4), (9.8)' LT. =;�, MATCH LINE TO SHEET 7 o LOCKING LID 'E' 43 +44 4 +- --tL►( .•••••••••••••••••••.••.•• .....•..•••• ,.`••• •... .•.••••....•.•.••.••••••w.•.••• ..•...•.•.... ....•..•••••.•....•..... w ........................ .............. ................ .... ..........•.• .••••••••.••••••....••••.•••••• .. ......••••••.•••••.•••••....• ................. ....••..... .... ••.• •• . ... ......•••••••••.•• •.�... .......•.• • .... CB NO 10 TYPE IL W SOLID L ING STA 11.60) RT - ---�, ' o ...�. C'8..NO: '23 - ..�E n� 4e... o o .;___ �I.E.(NE) 19!,.4.x(193.80)12 "DI RIM = X201.44) --i � -- 29 .E. W = 12 PVC 1 N L. ( ) (� W /SOLID LOCKING LID !! 1_ 47 - 84.3)' LF 12" ''? o - -- - - I'� - -- -1 I .E.(N)= 194.80 6 PVC 'B' STA. 14 +68.8), -- .►{19.5 ' RT. I.E. _X192.70) (12" IN E.) J - -13-1- �VC ® (1 2.76) ; - - - - - .E.(E)= 194.25 6 "PVC 'D' STA. x z �' 4 + ) I.E. = - 190.65 12" N. I I 1 1 1 ( (33 +11.5), �-E3- x(19.5) LT. -( ) ( ) --- i 1 I ( I I I 00- " CB NO. 29 - TYPE II, 4$" I.E. _ �� {189.85) (12" W.) I =�-�� I I I L -- I (�-j I I I I I l 85.4) LF 12 VANED GRATE _ I M.Ft 9.52 i I L- ( PVC' -t (1.99)9 I.E. = 184.65) (VAULT VENT) 'D' STA. 34 +4� (45.0). L 4- I I M.F.F. 2026 . _ L I I.E.(N,S) - X178.32) 12" 1-- x(12.5)' LT. r I r, I B.F.F. 193.6 i (GAG - „ 1 �REC,i B IL ING r, , _ _ �.I - Z__ CB No. 24 - TYPE II, 4$ I } }+12" LCPE 0.5 TO I �A. STA 2 +50.58;1 - .4 RT. M.F.F. 203.10 _ - r I - VANED GRATE _ -2- 1 ( ) / B STA. 15 +48. 16.1 RT. B.F.F. 194.10 I 1 L J I.E.(W) = 4{188.00) 1 I I WATERFALL FEA I 'C' STA 4 T 21.6 RT. 3 74) LF 4 "0 1 M.F.F. 202.37 1 I I I.E.(W) _ (188.15) I 1 I DESIGN BY 0 =-- 'D' STA.►` -�►- =- 32 +40. ). �� 17. )' T. ; B.F.F. 193.37 I r - _ I " 8 L D.I. VAULT VENT 2%. �' - ' i 1 i CB N0. 11- TYPE II, 48 ER G�`TY STD. O 2.94) ..� CEE 1 I DTL. BR13, IM = 182. ) " " f I I I 1 .F. F. = 19 .53 I I _ i 12 0 D.1. CL. 50 " I.E.(W) -- 177.73) NEW' 2 W.), I - t B.F.F. = 18 53 - - I 4--x(4.0) LF 4 D.I, I " - - - - a► .53)% - - VAULT I.E.(S) , =- - 1 9.88 _(NEW_ j W =. - -- I �'� VERT _ - = I 14 +97.37, 21.74' RT• ( ❑ ❑ I .. • -- -- - - I RIP-RAP » L - r G• V• 10.3 LF 12 LCPE V 10.009' - _ -- -- - -� -- - - 62 LF 12-0 VAULT A R / o be, - J 00 SOLID LOCKING UD /TYP. 4 n N O < o N _ . - i 'B' STA. 12 ++1- e-3(40.83). - " 1.62 y vi -�- x(43.74) LF 12 PVC (13.4) LT. - � N - - - ----- •- - - - - -- --- • CB N0. 25 -TYPE I V. °" 6. LF 12" I •�,,_ I.E.(E)-- 184.62)(VENT)I.E. _ X84-9{179.84) 1 (SDR --35)0 12 -96(10 VANED GRATE = X6.68 40. ''SRI M 188.57) I.E. _ - X59(184.59) I.E. = 18 . D.I. 0_ 6.8) .f- B STA. (14+89.6), PVC 0 4.55 1.06) _ �. 2 00) 187.22) 's ♦ (0.7)' RT. G.V. I I.E. - 96(176.92) (VENTS - o ., _ �YTEmC;Ef� t-UR13 ''� B N"O. 3,.7= ° AIJGNM�NTS '8 AND D-- 4.4) j1E 12�..�:;� TYPE t_. -_ _ �. _- � , ;:�.:�_- �� - - � ALIGNMENT _B - �B; STA. 5. 13+75.8), i8.6 11 MANHOLE RIM � I RtM = (187.79) 2.1 ( CONCRETE DETENTION VAULT 'CL. 50 X5-86( -1.59) D STA. - 34+15.3), (194.69) 120.8 LF 12 - -1,.7) LF 12" _ _--1Z= (182.94) (E.) ( ) I I.E. = -46- X9(179.73) I.E. _X180.13) PVC 0 1-3)% CB No. 2$ TYPE II, 48" PVC (12.8)9'•E. _ (182.89) (N.) RIM 188.18) RIM- 194.13) -1� VANED GRAS- 196.16 '.4) L 12" - - �- - ,- -- - --� - _ - T - ----- - I. E. = }$x{184.70) ( VAULT VEN I.E. = 489- X4(179.83) S` W-I 12 ,y, i �" C> to - o N ¢ ao ¢ u� a O I r, LI c0 N � C V CD W p ih i d' nl -- I I I I A.F.F. = 194.201 -1 �1-- I I I I I CC) B.F.F. = 185.20 i I I 1 I I . 187.1 1 0l0 oo z t + I I i =4 178.151 ! I I I I I L-- I I _J I -I I L_ 2---J I i. J I L ,i B STA. 1 69.3), -�3( 3) LT. - I L li 1 .7 LF 12 B STA. 14+ 8), 14.0 LTi #D $j STA. 34+0 .6)0-' -��(12 8)' RT. M.F.F. _ 189.73 5% (REMOVED) I 'D' STA. 3 +67.2, 14.0 RT. I I CB NO 26 -TYPE II 48" I I -_ } B.F.F. =i 1$0.73 m " I I CB NO. 27� - TYPE I I I I I I I IF I %108.0) LF 12 _ L { 93.86) OR' ' I I VANED GRATE = k184.56) 1 1- _. -� VANED GRA -- +1i- �10.91)9� I.E. _ 183.31) (12 IN E. I I 4 I � !1 I I.E. _ }8181.51) I M.F.F. = I 1 .E. = 180.46 12 IN S.) I ( M.F.F. J-1 195.23 I ( 1 3 I 25 ) ( I !_ I 188.86 11 1 p = ) (" ) I I B.F.F. =j 186.23 I 1 M.F.F. 193.73 1 00 110.4) LF I LF 12 I M.F.F. i- 186.86 I I.E� --2+{1 0.06) (12 UT N.) I 1 - -. i B.F.F. - 177.86 B.F.F. = I I M.F.F. = ►192.20 I.E. 183.26) K8- W.) + �' i I B.F.F. 184.73 I so ., 06IIF {5.55)% I PVC I I- I 179.86 i I- ( I Y - 1 B.F.F. _ � 183.20 - -- 1.13 r -- t �z ( ' 'A' STA. 2+ 3.7), 15.0)'LT. - - - - - -_ __� , - _.._--- -►-'' �. , / 'B' STA. 4 1 75.9),•+18.6)' 1 4 'C' STA. -22+ . 22 +48.3);4 - x{18.6)' 'D' STA. 32 +35.5(.8), = x-9(33.7)' LT. _ I R �, R25 CB NO. 45 - TYPE II, 60" EXISTING 25 SENSITIVE m r % CONTROL STRUCTURE AREA BUFFER ALL 'B' STA. 11 +44.4, 13.25k13.4) 'LT. F- I RIM - 186.79) W /SOLID LOCKING LID AROUND EXISTING POND / z CB NO., 52 - TYPE I L R35' I.E.(N) - - -9P(177111 (12" IN) \ VANED GATE _ -� -1-1, z R35 R= j R15I.0, -!, I.E.(S) -:- (177.29) (12 IN) - .I.E. - = X3(166.63) 0 I . E. (N) ?S- 56(174.89) (4" I N) ' I.E. - (168.88)6" � I.E.(S) _ .(174.84) (4 IN) A STA. 46.4), 13.3 RT. TALBOT STA. 118 +87.53, 52.84 RT. + I.E.(E) (1'63.44 " EXIST. G8 - CONTROL STRUCTURE, I 00 --LL (4 IN) C STA. . 46.4), 13.3 RT. y I I.E. W ��St� 169.09 18" OUT TYPE II - 54" D STA. (46.4 E� T. ��.., u4. 1�a- +.t,11"'. CB NO. 46 - 7 RIM = 165.86 �+- 3(1064) LF 12" PVC -92.6 - ��' F- �� - - I �rKING LID ', �Er ` w 'C' STA. 20 +83.55, d _ '' RT. VANED F3{171.5) 949 9. ,92 -p ° � @ '34% (REMOV �= EXIST. OUTLET = 162.18 .- -��,�- ,x(165.95) O/r = 164.1 9 �' 'C' STA. 20 +78.41(84.9), 59.38(59.0)' RT. I.E. = 156.84 (IN) " X -- 4(46.2) LF `�. - I.E. = 156.84 OUT - LF 18 PVC ) 12" UPLF' 12 INLET - 163.84(163.81) EXISTING POND - ORIFICE - 154.84 (PLUGGED) 28.6 LF 12 X5{4.27)% � � i @ - 4= ��(6.62 � �� . � ' -' 20+ 78.4 i , �y. 38' RT. D.I. 0 7.599 EXIST. 12" IN _ 3.84 (REMOVED i R 5' 15' 20 -) Q ` EXIST. 58.2 LF 12" - `--_ SLOT DRAIN CPEP @ 7.46% 0 0.50 MIN. 35 (REMOVED) EXIST. CB - TYPE I (REMOVED) ` `� . J I I 2,C-L STA-- 20 +- 3-3-82�z.vi�i. - \'~"-'' EXIST. 50.0 LF EXTEND 'TALBOT' STA. 119 +37.89), 76.32' RT. �'�: 4'`- 1.0 L 6 42" D.I. @ 0.5% ,. ►R2` f� N RIM = 164.04 ., `\ LCPE 12 D.I. R2 EXIS I . 12 INLET = 162.19 0 2.00% f� � W /SOLID LOCKING ., .� 0.50 (REMOVED 17.5 LF) 160.52 12 D.I. W B N0. 1 '� ( „ S ) (REMOVED) EXIST. 54.2 LF 12 CPEP @ 9.87% � 2 �� EXIST. 14.4 �F 12 I.E. = 159.56 (12 CPEP NE) (REMOVED) EXIST. 18" D.I. INLET 157. I % R24.75,�' �- D.I. @ 0.56% I.E. = 159.54 (12" D.I. W) (EXTEND TO CB N0. 12) - % (REMOVED) I_E. = 159.50 (12" CPEP SEA (REMOVED) N00'30'20 "E 663.33' � . - JB NNW Sv- --.. ._ ..- -7 �� ..� _ -._ ____._ -_.. __ _. -. ___- _... __ -. _.. -. ___.- ....____. -_-- ____ - - ♦ - T R 35' 75.' .. \._ _ D.I . 2.26 INLET IOVED) - + 00+ - , -_ ---= ----12 W - - - " L. VlJ/ 0 �._. EXIST G V ON STORM PIPE it It 'TALBOT' STA. 1?! +51:;-5(121+26.9), RT. 'B' STA. ' 1. (10 +21.2), 13.3(13.5)' LT. -+-2-x--5(121 +26.9), __ ______ -."TALBOT' STA. �t•(118 +63.3), (21.3)' RT. L EXIST. OU1�L CB N0. 50 -- TYPE IL - _ = 160.44 GRATE _ x 99(162.23) CB NO. 54 -- TYPE IL GRATE _ �-+�++ „ I.E. = x-&+(157.13) --1- x-1(140.6) LF 18" PVC 1--r"- 123.0) LF ,. .►. 18 �_,M P OU TLE T o �--6- �(0.48)ra 1 " ( 2 W LE. = -+•�► { 156.48} (12 1#) _ o TALBOT ROAD S. 8 D.I.-.O 0 5% - 1L0._50 REMOVED) --+- -+- - -- .,�.• , _I.E_ _- - t��+z�(155�3) (18 I-td & 4�T) f - N - - � _ , - 'B' STA. 10+ x(38.0), 1.3 P (13.4)' LT. 33.3 LF 18 ry M D.I. 0 0.63 463.0) LF 18" PVC 0 - +�-- E,7(0.54)% TALBOT' STA. - 119 +86.3), CB NO. 53 -TYPE IL { ) .. 21.2) R T_ -CANED GRATE i CR NO. 51 - -TYPE 4L . •(s) _. ;- x(137.76) (6" IN) * GRATE _ x {160.70) �tXISi. iL" INS X156.45) I.E.(E) _ X157.01) (NEW 12" IN ) I.E.(W) _ X156.86) (NEW 12" OUT ) t DESIGN(TYP) AS- BUILT(TYP) ROLL 20� 166 TALBOT' STA. 118+ 29.71 ,_,21.03' RT. / EX. CB - TYPE 1 RIM = 158.95 - I.E. = 155.95 (EX. 12" CPEP IN E.) E= 155.52 (EX. 18" DI IN N) (REMOVED) I.E. ? 155.52(155.42) (NEW 18" D.I. IN N.) !.E. = 155,48 i LX. 1 b * V.I. UL) i _). MA GRAPHIC SCALD, 20 0 10 20 40 ( IN FEET ) I inch = 20 ft x'`299325 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ,ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED Y ME R UNDER MY DIRECT SUPERVISION ON THIS DATE: 13250 �w NA l EXPIRES 9 JAN 2006 STAMP NOT V" UNLM !CUED ! 0A10 (/ DALEY- MORROW- POBLETE, INC. r 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 1 I I ENGR EERIIN IN - SURVEYING L LAND PLANNING inCO►'pO�c7ted ,` a � - 2 Pr 3 2S SCANNED ii 6 0 12006 0 n m z b 00 0 k�J 0 t.n O 6 `llllliillID 0A 1liIllllll0 CR NO. 51 - -TYPE 4L . •(s) _. ;- x(137.76) (6" IN) * GRATE _ x {160.70) �tXISi. iL" INS X156.45) I.E.(E) _ X157.01) (NEW 12" IN ) I.E.(W) _ X156.86) (NEW 12" OUT ) t DESIGN(TYP) AS- BUILT(TYP) ROLL 20� 166 TALBOT' STA. 118+ 29.71 ,_,21.03' RT. / EX. CB - TYPE 1 RIM = 158.95 - I.E. = 155.95 (EX. 12" CPEP IN E.) E= 155.52 (EX. 18" DI IN N) (REMOVED) I.E. ? 155.52(155.42) (NEW 18" D.I. IN N.) !.E. = 155,48 i LX. 1 b * V.I. UL) i _). MA GRAPHIC SCALD, 20 0 10 20 40 ( IN FEET ) I inch = 20 ft x'`299325 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ,ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED Y ME R UNDER MY DIRECT SUPERVISION ON THIS DATE: 13250 �w NA l EXPIRES 9 JAN 2006 STAMP NOT V" UNLM !CUED ! 0A10 (/ DALEY- MORROW- POBLETE, INC. r 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 1 I I ENGR EERIIN IN - SURVEYING L LAND PLANNING inCO►'pO�c7ted ,` a � - 2 Pr 3 2S SCANNED ii 6 0 12006 0 n m z b 00 0 k�J 0 t.n O 6 `llllliillID 0A 1liIllllll0 8 cr) n rn NI HI �I a I i of hl I I WI I 0 a I I I I I i I I I I ml Q► tAJj o, �I 0I i I I rrn11 m I I �I W, as i r, C C 1' II g i� ti l MATCH LINE TO SHEET 14 ( ' _I- ~�` �'♦ � � C' STA. -�-� -� ;A x(24 +66.0), 0 .. ............................................. M............................. ............................... .............. .. •.. ....................... * *� .........44"; . .. ,... •..., ................•........ N..... M............. N................... M........ ............................... N.............................. CB NO. 39 - TYPE I -� VANED GRATE _ -�4+ 101(200.97) I .E. E W = 196.44 12" 'C' STA. ( ) - ��3� -41•( ) -t�4*�-6-2(24 +16.1), -�- 4(12.5) R T. jj I I.E.(N) = (198.47) 4" CB ND. 40 - TYPE II, 48" I f B STA. 117+96.8e(8.511), -q�34 7.52) LT. 'C' STA. 23 +4- 98(75.74), x (12.77)' LT. CB NO. 41 A - TYPE II, 48" VANED GRATE = 4-95.i?4 194.37) I.E. _ X85'58(184.1.2) (12" E.) I.E. _ 8+-58(183.27) (12" N.) I.E. = 481 -Pq 181.12) (12" OUT S.) I 8 STA. -48 i 6 5.;0 8+64.4), -1- 13.3)' LT. CB NO. 41 - TYPE I VANED GRATE = 4 919 2S 189.30) I.E.(S) = X186.10) 1.E.(E)= 186.80 4" _ I I.E.(E)= 186.75 6" °c 0 °n Fes•. /� � ��+; EXISTING 10' SD ESM T. (PVT.) CL Q w I N Ln O CV 00 ! I J _..J J I Of of m Z it J 0 Z -3: d Z Z 0 i LY �J w Cr -1 z w JE 12" W 14 0 N 'A' ST 1 +46.7), -x(12.5)' LT. 'C' STA. 1 +46.7), - ?-9 12.5)' LT. 'D' STA. 41 4 -:�.+(1 +46.7), x(12.5)' LT. CB . E II, 48" EX. 12" SD INLET I.E. = 162.24 (REMOVED) .,.. • ............... N............. ...............H +........ ......................... ............ ...�.�.. ........................ *.�........................ Y..... ....1....... ........................ ell Cn C14 M aU N cci 1 - 7 C K _ 84.3)\ LF 12" 7-1 �8, �' PT I ( _ ~ _ J 53 I 0-1 UPVC . I EXIST. -=�-r' 92.6 LF 12" Cqb_ ® Y-� 0.92 � 'o EXISTING PQND .. . -�. 20 +(90.3 .-=�- --`-1 :74.5 ' LT. --1rP 9(126.3) LF 18" PVC EXIST. 12" OU iLt i- - •-,= =- 1.165.1 ' 0 4.48 4.27) 'A' STA.-- ;0 +90. 13.2)' RT. ' - 'C' STA. 9 ' 91.67(20+90.7), 4 3. 5(13.2)' RT. 'D' STA. . 30 +90.7), i:3-9 13.2)' RT. :,B NO. 12 - TYPE -.RIM X165.25 ) W /SOLID LOCKING LID EXTEND r I.E.(IN S) = x{160.75) EXIST. 12" D. I. I.E -(OUT W) = 160.65 58 4 LF C� 2.049 TO NEW CH NO. 12 R24.75, 64.6LF 12" PVC 0 0.62% -;-?(59.8) LF 12" PVC IV 'TAI BOT' .,�STA. - - . 122 +49.6), 'n I- 3(21.2')' RT. TALBOT ROAD S. ---+ -- i ^ -'T ALBOT' STA; 1�- f- ,8!� -F(121 +89.9 , - i 3{20.4)" �T. I A STA. 9 P; +10+20.2 ), - -t�(13.1 j LT. 0 'C' STA. - -i'� -z ta"20+20.2)0 -x-+++(13.1)' LT �a GRATE _ �- X2{153.22) 18" CMP INLET � o I.E. _ }9'2(159.22) _ 0.35 {REMOVED) 0 EX. CB - TYPE I I.E. = 160.10, (12" CPEP IN - S.) (REMOVED) i.E. = 1 60.08 (12" CPEP IN - E.) I.E = 1591.93 (12" CPEP OUT -- N,.) -G 'O' STA. -4 ++-!O i--4i' 33+20.2 r, - 3- -19 ( *.1 }' I�. CB NO. 49 -- TYPE II, 48" RIM = {162.87) o W /SOLID LOCKING LID 7P 1. E. _- *-x(157.87) (12" IN N.) } I.E. _ -4: x(157.52) (18" IN & OUT) ROLL 2 02 IFFZ 167. - -x{4.0) LF 4 D VAULT 0 0x 5)% - _ %yf G.V. r62X LF 12"0 •4 r✓' "B- STA. (14+89.6), PV ♦ (;0.7)' RT. B NO. 33 - - -TMfPE -� - - = 187.79 = (182.94) (E.) E. = (182.89) (N.) RIM= 1 "-� B' STA. - . 14+F .4.; L. o ao e� o CB NO. V � VANED d o E 433188 181.51) 1= 186.86 :� 4 z LLJ oil a. 7� 'n 'C' 0 ,' STA. 32 +35.5( mE NO. 45 - TYP 0 11A c °' 0 on 1 w J , LA_ .,_, ► �n w rT F'--1 NI HI �I a I i of hl I I WI I 0 a I I I I I i I I I I ml Q► tAJj o, �I 0I i I I rrn11 m I I �I W, as i r, C C 1' II g i� ti l MATCH LINE TO SHEET 14 ( ' _I- ~�` �'♦ � � C' STA. -�-� -� ;A x(24 +66.0), 0 .. ............................................. M............................. ............................... .............. .. •.. ....................... * *� .........44"; . .. ,... •..., ................•........ N..... M............. N................... M........ ............................... N.............................. CB NO. 39 - TYPE I -� VANED GRATE _ -�4+ 101(200.97) I .E. E W = 196.44 12" 'C' STA. ( ) - ��3� -41•( ) -t�4*�-6-2(24 +16.1), -�- 4(12.5) R T. jj I I.E.(N) = (198.47) 4" CB ND. 40 - TYPE II, 48" I f B STA. 117+96.8e(8.511), -q�34 7.52) LT. 'C' STA. 23 +4- 98(75.74), x (12.77)' LT. CB NO. 41 A - TYPE II, 48" VANED GRATE = 4-95.i?4 194.37) I.E. _ X85'58(184.1.2) (12" E.) I.E. _ 8+-58(183.27) (12" N.) I.E. = 481 -Pq 181.12) (12" OUT S.) I 8 STA. -48 i 6 5.;0 8+64.4), -1- 13.3)' LT. CB NO. 41 - TYPE I VANED GRATE = 4 919 2S 189.30) I.E.(S) = X186.10) 1.E.(E)= 186.80 4" _ I I.E.(E)= 186.75 6" °c 0 °n Fes•. /� � ��+; EXISTING 10' SD ESM T. (PVT.) CL Q w I N Ln O CV 00 ! I J _..J J I Of of m Z it J 0 Z -3: d Z Z 0 i LY �J w Cr -1 z w JE 12" W 14 0 N 'A' ST 1 +46.7), -x(12.5)' LT. 'C' STA. 1 +46.7), - ?-9 12.5)' LT. 'D' STA. 41 4 -:�.+(1 +46.7), x(12.5)' LT. CB . E II, 48" EX. 12" SD INLET I.E. = 162.24 (REMOVED) .,.. • ............... N............. ...............H +........ ......................... ............ ...�.�.. ........................ *.�........................ Y..... ....1....... ........................ ell Cn C14 M aU N cci 1 - 7 C K _ 84.3)\ LF 12" 7-1 �8, �' PT I ( _ ~ _ J 53 I 0-1 UPVC . I EXIST. -=�-r' 92.6 LF 12" Cqb_ ® Y-� 0.92 � 'o EXISTING PQND .. . -�. 20 +(90.3 .-=�- --`-1 :74.5 ' LT. --1rP 9(126.3) LF 18" PVC EXIST. 12" OU iLt i- - •-,= =- 1.165.1 ' 0 4.48 4.27) 'A' STA.-- ;0 +90. 13.2)' RT. ' - 'C' STA. 9 ' 91.67(20+90.7), 4 3. 5(13.2)' RT. 'D' STA. . 30 +90.7), i:3-9 13.2)' RT. :,B NO. 12 - TYPE -.RIM X165.25 ) W /SOLID LOCKING LID EXTEND r I.E.(IN S) = x{160.75) EXIST. 12" D. I. I.E -(OUT W) = 160.65 58 4 LF C� 2.049 TO NEW CH NO. 12 R24.75, 64.6LF 12" PVC 0 0.62% -;-?(59.8) LF 12" PVC IV 'TAI BOT' .,�STA. - - . 122 +49.6), 'n I- 3(21.2')' RT. TALBOT ROAD S. ---+ -- i ^ -'T ALBOT' STA; 1�- f- ,8!� -F(121 +89.9 , - i 3{20.4)" �T. I A STA. 9 P; +10+20.2 ), - -t�(13.1 j LT. 0 'C' STA. - -i'� -z ta"20+20.2)0 -x-+++(13.1)' LT �a GRATE _ �- X2{153.22) 18" CMP INLET � o I.E. _ }9'2(159.22) _ 0.35 {REMOVED) 0 EX. CB - TYPE I I.E. = 160.10, (12" CPEP IN - S.) (REMOVED) i.E. = 1 60.08 (12" CPEP IN - E.) I.E = 1591.93 (12" CPEP OUT -- N,.) -G 'O' STA. -4 ++-!O i--4i' 33+20.2 r, - 3- -19 ( *.1 }' I�. CB NO. 49 -- TYPE II, 48" RIM = {162.87) o W /SOLID LOCKING LID 7P 1. E. _- *-x(157.87) (12" IN N.) } I.E. _ -4: x(157.52) (18" IN & OUT) ROLL 2 02 IFFZ 167. - -x{4.0) LF 4 D VAULT 0 0x 5)% - _ %yf G.V. r62X LF 12"0 •4 r✓' "B- STA. (14+89.6), PV ♦ (;0.7)' RT. B NO. 33 - - -TMfPE -� - - = 187.79 = (182.94) (E.) E. = (182.89) (N.) RIM= 1 "-� B' STA. - . 14+F .4.; L. o ao 3 +67.2, 14. CB NO. C� VANED d o E 433188 181.51) 1= 186.86 :� 4 z 2 . ,p W STA. 2 a. OR 'C' STA. -?-i 4;F. �o V� STA. 32 +35.5( mE NO. 45 - TYP COF- c °' on NI HI �I a I i of hl I I WI I 0 a I I I I I i I I I I ml Q► tAJj o, �I 0I i I I rrn11 m I I �I W, as i r, C C 1' II g i� ti l MATCH LINE TO SHEET 14 ( ' _I- ~�` �'♦ � � C' STA. -�-� -� ;A x(24 +66.0), 0 .. ............................................. M............................. ............................... .............. .. •.. ....................... * *� .........44"; . .. ,... •..., ................•........ N..... M............. N................... M........ ............................... N.............................. CB NO. 39 - TYPE I -� VANED GRATE _ -�4+ 101(200.97) I .E. E W = 196.44 12" 'C' STA. ( ) - ��3� -41•( ) -t�4*�-6-2(24 +16.1), -�- 4(12.5) R T. jj I I.E.(N) = (198.47) 4" CB ND. 40 - TYPE II, 48" I f B STA. 117+96.8e(8.511), -q�34 7.52) LT. 'C' STA. 23 +4- 98(75.74), x (12.77)' LT. CB NO. 41 A - TYPE II, 48" VANED GRATE = 4-95.i?4 194.37) I.E. _ X85'58(184.1.2) (12" E.) I.E. _ 8+-58(183.27) (12" N.) I.E. = 481 -Pq 181.12) (12" OUT S.) I 8 STA. -48 i 6 5.;0 8+64.4), -1- 13.3)' LT. CB NO. 41 - TYPE I VANED GRATE = 4 919 2S 189.30) I.E.(S) = X186.10) 1.E.(E)= 186.80 4" _ I I.E.(E)= 186.75 6" °c 0 °n Fes•. /� � ��+; EXISTING 10' SD ESM T. (PVT.) CL Q w I N Ln O CV 00 ! I J _..J J I Of of m Z it J 0 Z -3: d Z Z 0 i LY �J w Cr -1 z w JE 12" W 14 0 N 'A' ST 1 +46.7), -x(12.5)' LT. 'C' STA. 1 +46.7), - ?-9 12.5)' LT. 'D' STA. 41 4 -:�.+(1 +46.7), x(12.5)' LT. CB . E II, 48" EX. 12" SD INLET I.E. = 162.24 (REMOVED) .,.. • ............... N............. ...............H +........ ......................... ............ ...�.�.. ........................ *.�........................ Y..... ....1....... ........................ ell Cn C14 M aU N cci 1 - 7 C K _ 84.3)\ LF 12" 7-1 �8, �' PT I ( _ ~ _ J 53 I 0-1 UPVC . I EXIST. -=�-r' 92.6 LF 12" Cqb_ ® Y-� 0.92 � 'o EXISTING PQND .. . -�. 20 +(90.3 .-=�- --`-1 :74.5 ' LT. --1rP 9(126.3) LF 18" PVC EXIST. 12" OU iLt i- - •-,= =- 1.165.1 ' 0 4.48 4.27) 'A' STA.-- ;0 +90. 13.2)' RT. ' - 'C' STA. 9 ' 91.67(20+90.7), 4 3. 5(13.2)' RT. 'D' STA. . 30 +90.7), i:3-9 13.2)' RT. :,B NO. 12 - TYPE -.RIM X165.25 ) W /SOLID LOCKING LID EXTEND r I.E.(IN S) = x{160.75) EXIST. 12" D. I. I.E -(OUT W) = 160.65 58 4 LF C� 2.049 TO NEW CH NO. 12 R24.75, 64.6LF 12" PVC 0 0.62% -;-?(59.8) LF 12" PVC IV 'TAI BOT' .,�STA. - - . 122 +49.6), 'n I- 3(21.2')' RT. TALBOT ROAD S. ---+ -- i ^ -'T ALBOT' STA; 1�- f- ,8!� -F(121 +89.9 , - i 3{20.4)" �T. I A STA. 9 P; +10+20.2 ), - -t�(13.1 j LT. 0 'C' STA. - -i'� -z ta"20+20.2)0 -x-+++(13.1)' LT �a GRATE _ �- X2{153.22) 18" CMP INLET � o I.E. _ }9'2(159.22) _ 0.35 {REMOVED) 0 EX. CB - TYPE I I.E. = 160.10, (12" CPEP IN - S.) (REMOVED) i.E. = 1 60.08 (12" CPEP IN - E.) I.E = 1591.93 (12" CPEP OUT -- N,.) -G 'O' STA. -4 ++-!O i--4i' 33+20.2 r, - 3- -19 ( *.1 }' I�. CB NO. 49 -- TYPE II, 48" RIM = {162.87) o W /SOLID LOCKING LID 7P 1. E. _- *-x(157.87) (12" IN N.) } I.E. _ -4: x(157.52) (18" IN & OUT) ROLL 2 02 IFFZ 167. - -x{4.0) LF 4 D VAULT 0 0x 5)% - _ %yf G.V. r62X LF 12"0 •4 r✓' "B- STA. (14+89.6), PV ♦ (;0.7)' RT. B NO. 33 - - -TMfPE -� - - = 187.79 = (182.94) (E.) E. = (182.89) (N.) RIM= 1 "-� B' STA. - . 14+F 'D' STA. 3 +67.2, 14. CB NO. 2 - TYPE I VANED GRATE = 486.A I.E. = M.F.F. 433188 181.51) 1= 186.86 I B.F.F. i= 177.86 'A' STA. 2 'B' STA. - 9 -i -;Z!;,{ 'C' STA. -?-i 4;F. 'D' STA. 32 +35.5( CB NO. 45 - TYP GRAPHIC SCALE 20 0 10 20 40 IN FEET N I inch = 20 ft. ` CONTROL -STRU GTL I M = j034- 59(186 Ag I.E.(S) r (177.29) I.E.(N)`,�= 141S.56 1 I.E. (S) _ - (174.84) 1.E.(E) (1$3.44) I.E. W 1 F T. 4;.;(46-21) LF ---" 12" CtP @ Fr 88 6.62)7. 1 q'_' -16" W o - EXIST. G.V. ON STORM PIPE EXIST. 14 4 1 D.I. © 0.56% (REMOVED) EXIST. OUTLt 160.44 18" CMP OL � = t6.o I AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DEfERMffi ED Y M 0 UNDER MY DIRECT SUPERVISION ON THIS DATE:-Q-3 �4� _ v� L o DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. i AUBURN, WASHINGTON 98002 ti'A PHONE: (253) 333 -2200; FAX: (253) 333 -2206 O 2 ys /0� A �N�� ENG94EEFW4G SURVEYING L LAND PLANNING 'nCOr�JOr C1iG.711 I EXPIRES 9 JAN 2006 SiTMV MOT VALID IIMIi^S"S !f>mm ! OAIM r *3 0 r, SCAhhL I3 MAY Q 12006 9 r n y z b b z N to n o O G �o W W y 8 co n rn s N1 rI >I a I 0 nl 1 I WI J1 0 a e I I ! I I I 1 I 1 I 1 1 I m1 1 �1 ZI 01 cnIM m1 I I 01 I O1I 1 I W1 �I 0 1 a I r II Nil 0.4 ac 0- CD �' o N CD N 00 so88ff7 Z L. CL o Vol c� �` d' w z 6 00 L LJ �i E-4 M o N .0w l� E--4 W u'_ a C z �c 8 Ch U or n Ly mE I L! �.. E LiJ � -- rr c °' F--r ,� LAJ ow GRATE = 22171 r J !T F.F. = 222.77 dol I I r F.F. = 213 �i I.E. = 218.36 (12" PVC OUT - ) I I I � N I � "l EXISTING 10 SD ESM T. P60 7' (PVT.) 0 a z C 0 N W LAJ 00 M 1 J Y•� LLt u N1 rI >I a I 0 nl 1 I WI J1 0 a e I I ! I I I 1 I 1 I 1 1 I m1 1 �1 ZI 01 cnIM m1 I I 01 I O1I 1 I W1 �I 0 1 a I r II Nil 0.4 ac 0- CD �' o N CD N 00 so88ff7 Z L. CL o Vol n �` d' w z 00 E � N E-4 3 Q N .0w l� E--4 W u'_ a C z �c 8 Ch �o or n Ly mE I LJ n �.. E LiJ � rr c °' ,� LAJ ow N1 rI >I a I 0 nl 1 I WI J1 0 a e I I ! I I I 1 I 1 I 1 1 I m1 1 �1 ZI 01 cnIM m1 I I 01 I O1I 1 I W1 �I 0 1 a I r II Nil 0.4 ac 0- CD �' o N CD N 00 so88ff7 MENEM 0, ` I I 'C', STA. . � (27 +99.9): 0(12.6); RT. G STA. 6 0 +12.6), 17'(14.3) RT. I PLUG STORM PIPE 'J' STA. 92 +09.9(92 +09.5) 7.4(6.3)' RT. `n 1 FOR FUTURE CONNECTION y CB NO. 32 -- TYPE 11, 48" �► a 'J' STA. 90 +04.64, 17.56' LT. RIM = 244.77(243.91) W /SOLiD=KING LID l I I.E. = 239.02 » I.E. = 133.35(231.91) ... i N00'S9 00 E _+665.47 _ I J STA. 90+ 4 4H 8.2157 �-� 31.4777T. 9TA. $+0 .9 , 4'.�)'"..T CB NO. 4 - TYPE II, 48" STA. 91 +82.0);x-- 4{2.3)' RT. W LOCKING BEEHIVE DEBRIS 40% SLO CB NO. 7 - TYPE 11 48" EXISTING 20 UTILITY � / - • BARRIER PER CITY STD. BR13 RIM - ESMT. (PUBLIC) � RIM ��'§-'�{244.24)W /SOLID LOCKING LID STA. 90 -�+�- x(9.53)` 1--- -� -►`-(249.36) „ I.E.(N) _234.34)12�PVC I �-r I.E.(W) =` X239.21)12 PVC a� y I.E.(W) = (234 24)12 PVC r 4--�?- x{4.02)' LT. 1.E.(W) = (240.91)8"�?VC ��r I.E.(SE) = (235.44)12 "PVC ? CB N0. 5 -TYPE I�� w 12!� 2 0.5% W /SOLID LOCKING LID �q " -- -- - - - - -- - -- 1.�. {P�N�} {2 » ' _" RIM - - - 4}- �•�(242.94) �s 7'� ---` ,'wAl wa,- 10* wA :_1 -io wa:_� ti �t �o wA I.E. -- 4 4 (238.49) 3.07% ---- _ ---' / APPROX DAYLIGri -i LuCH 100 �` _ -� ` " `' � fir~ � b rr EXIST. 12 DRISCOPIPE SD �} o g ,tiM 3pq• SLORE vMh 'J' STA. 90 +44-- x(05.1 0.057 RT. N I 18.0 LF 12" PVC CB NO. 31 - TYPE I Q CL. 50 O 10.00% W /SOLID LOCKING LID 27.5) LF 12 "0 RIM = ?ll x(242.75} PVC ®4- 9H(2.62)% ••4 .- 3(172.6) LF 12 "0 PVC _. ALIGNMENT J' � - - _- -� ♦ � I.E.(S,E.W) = X237.10) I - 'T' 204.1 LF 12-0 PVC O 2.54 % 'J' STA. 90+ {3(05.83), I I 19.5) F 12" �- x(12.47)' RT. j ( 124) LF 12-0 - - - - _. �. -- - � _ - � � � PVC ® 7.54) o CB NO. 30 - TYPE I PVC O -�- {20.58 -)%- _ - -- -- �- -- - VANED GRATE _40-(242.51) I.E. _ ,- (239.66) I i CG � I f 2l N " EXIr T. ENLRGY DISSIF A IOR x 1 CG1 1 x.{97.6) LF 42 CPE N CB - TYPE II, 48 -a -r RIM = 236.50 W /SOLID LOCKING LID I.E. = 227.75 (12" DISCOPIPE IN I.E.= 2 30.6 5 (12" OUT W.) I �. _ I I I I I I I I I M. F 2 6.50 ExiT. CB - TYPE I I I I_ 1 (_ I i -- I F I GRATE = 232.03 fi I' M.F. F. .60 .. M.F. .x_24 ,41 ►C' ST I 26 +93.� - �' -50 � I 1 B. F. = .60 1 I B. F. - 41 I 8), 3.3(13.3) RT. :� I I.E. = 228.83 � J (I ( I ( I CB N0� 35 - TYPE I I I I I I i I VfINED GRATE _ �(230.58) I.E. (W,E) Ai?•8 -;�5 {225.33) LE.(SE) k225.78)8 "PVC . ' - I I F. � I.E. N 225.73)6 "PVC EXISTING 15' SS ESfl - • 1 43 GRADE BREAK Z Vol n I M Z c cn l� z 0 C z W Ch or n Ly I LJ n LiJ � rr ,� LAJ GRATE = 22171 r J !T MENEM 0, ` I I 'C', STA. . � (27 +99.9): 0(12.6); RT. G STA. 6 0 +12.6), 17'(14.3) RT. I PLUG STORM PIPE 'J' STA. 92 +09.9(92 +09.5) 7.4(6.3)' RT. `n 1 FOR FUTURE CONNECTION y CB NO. 32 -- TYPE 11, 48" �► a 'J' STA. 90 +04.64, 17.56' LT. RIM = 244.77(243.91) W /SOLiD=KING LID l I I.E. = 239.02 » I.E. = 133.35(231.91) ... i N00'S9 00 E _+665.47 _ I J STA. 90+ 4 4H 8.2157 �-� 31.4777T. 9TA. $+0 .9 , 4'.�)'"..T CB NO. 4 - TYPE II, 48" STA. 91 +82.0);x-- 4{2.3)' RT. W LOCKING BEEHIVE DEBRIS 40% SLO CB NO. 7 - TYPE 11 48" EXISTING 20 UTILITY � / - • BARRIER PER CITY STD. BR13 RIM - ESMT. (PUBLIC) � RIM ��'§-'�{244.24)W /SOLID LOCKING LID STA. 90 -�+�- x(9.53)` 1--- -� -►`-(249.36) „ I.E.(N) _234.34)12�PVC I �-r I.E.(W) =` X239.21)12 PVC a� y I.E.(W) = (234 24)12 PVC r 4--�?- x{4.02)' LT. 1.E.(W) = (240.91)8"�?VC ��r I.E.(SE) = (235.44)12 "PVC ? CB N0. 5 -TYPE I�� w 12!� 2 0.5% W /SOLID LOCKING LID �q " -- -- - - - - -- - -- 1.�. {P�N�} {2 » ' _" RIM - - - 4}- �•�(242.94) �s 7'� ---` ,'wAl wa,- 10* wA :_1 -io wa:_� ti �t �o wA I.E. -- 4 4 (238.49) 3.07% ---- _ ---' / APPROX DAYLIGri -i LuCH 100 �` _ -� ` " `' � fir~ � b rr EXIST. 12 DRISCOPIPE SD �} o g ,tiM 3pq• SLORE vMh 'J' STA. 90 +44-- x(05.1 0.057 RT. N I 18.0 LF 12" PVC CB NO. 31 - TYPE I Q CL. 50 O 10.00% W /SOLID LOCKING LID 27.5) LF 12 "0 RIM = ?ll x(242.75} PVC ®4- 9H(2.62)% ••4 .- 3(172.6) LF 12 "0 PVC _. ALIGNMENT J' � - - _- -� ♦ � I.E.(S,E.W) = X237.10) I - 'T' 204.1 LF 12-0 PVC O 2.54 % 'J' STA. 90+ {3(05.83), I I 19.5) F 12" �- x(12.47)' RT. j ( 124) LF 12-0 - - - - _. �. -- - � _ - � � � PVC ® 7.54) o CB NO. 30 - TYPE I PVC O -�- {20.58 -)%- _ - -- -- �- -- - VANED GRATE _40-(242.51) I.E. _ ,- (239.66) I i CG � I f 2l N " EXIr T. ENLRGY DISSIF A IOR x 1 CG1 1 x.{97.6) LF 42 CPE N CB - TYPE II, 48 -a -r RIM = 236.50 W /SOLID LOCKING LID I.E. = 227.75 (12" DISCOPIPE IN I.E.= 2 30.6 5 (12" OUT W.) I �. _ I I I I I I I I I M. F 2 6.50 ExiT. CB - TYPE I I I I_ 1 (_ I i -- I F I GRATE = 232.03 fi I' M.F. F. .60 .. M.F. .x_24 ,41 ►C' ST I 26 +93.� - �' -50 � I 1 B. F. = .60 1 I B. F. - 41 I 8), 3.3(13.3) RT. :� I I.E. = 228.83 � J (I ( I ( I CB N0� 35 - TYPE I I I I I I i I VfINED GRATE _ �(230.58) I.E. (W,E) Ai?•8 -;�5 {225.33) LE.(SE) k225.78)8 "PVC . ' - I I F. � I.E. N 225.73)6 "PVC EXISTING 15' SS ESfl - • 1 43 GRADE BREAK IV GRADE BREAK GRADE BREAK I I 40% SLOPE BUTTRESSED CONCRETE �v RETAINING WALL ;, I (BY OTHERS) 0 0.5% �wv A& -Ir I� JR T �� 0.5 4� 1. � �, . 1� Ll_ +_�' way: �+ wA:t „, wa L - - ,r: wa:l - -- wnli �� walt a � _x.35 4E4.36 ti;4 j . t� �C ` I ~ ti -�48 ~ a47 9,9 rG4 (V FG5 S�OPG 0� L 49 d 49 M V •.� Idddd 'C' STA. 27 +80.4),6f 12.8)' RT. Ed: STA. + CB NO. 34 - TYPE II, 48 � 6 63.3 VANED GRATE _ X242.09) o 5 12 STORM CLEANOUT ALIGNMENT 'G' RIM � 245.2 - t 1 242.1- _ 6`- RVIC - I.E.(E) = (230.44) 2s9`� II.E.(S) = 229.70 8" PVC 'l STA. 27 +78.05,- 22-65' R 1TX ° sk op E_XI =.T_CP - TYPE IL (NOT REMOVED- _ Rim Z-39.01(244.49) 235.61(235.49 ) ($" PVC Vb T W. j -EXIST. 12.7 LF ' C 2.14 %t REMOVE N I.E: = 235.54(8" LGEF 'IN E,)(�R OVE °� G 1 d'` ` (G 7/1 E! -- 34.74 I " P V �� 6. �� - .�� 2 8 C Sj) �o �, 8.3_ 3� ,04.76% r r 8.33 %-- % � I - 8-6{9 ) LF I I I I I � I I I 12 » PVI O I 4.71)% I I L --J I I 67.97 LF 8 "0 I I PVC. O 6.96? 0 yr M.F.F. = 247.32 B.F.F. = 237.32 M.F.F. 245.26 �j B.F.F. = 235.26 -- -+-::a �, C7 -- _ ._ =-4 -E - - v. v. GRADE BREAK GRADE BREAK P VC. O F » `5.79' 'A' S A. } I I STILL G WELI'I� W �� W/S IID LodI<II X: ' I I OAF s '( I.E. 2 �-- I I.E. - (23.89) W C' q I 1. E. = 2 Z SUMP = 220.0 _ I I Oul a L.1 M. F. F. 244 B.F.F_ 234 F GRADE BREAK SPILLWAY % (DESIGN B-Y A' STA. 1 CB NO. 9 A RT. C STA. o , - �� r / (� B NO. 8 -- TYPE IL o i i RIM = -24- - = X233.56 I.E.(W) IM _ ) ROCK -LINED DITCH I.E. S = I N /SOLID LOCKING LID �, o,, N (E) I Ivi.F. .E = 224 -3, - �: .E.(S) _ X229.76) Y I:. I.E. -- (NI I B. F. . - - �/ I --229.97 �--� - � __ GATE VALV� ---'�Z - _ .E.(E -NE) (230.16) I.E. -I.E. = (N; B. c sell I " I.E.(E) = (230.76)8 PVC 'D' STA. 37+ - 220.97 - I '� i841.6 107.1) LF 12 PVC I I M.F.F. _ - -- (S- DR - -35) O q4+3 {14.36)%'*E.(N) = (230.76 )6 » PVC 228.97 ALIGNMENT F' + B.F.F. _ � � Ln_._ CP 219.9 7 0 0 ° o o -45{ 46.2) LF 12 - I �' ti��0 ,�� ' ,��a D. 1. O-H6(1.1)% Ll - B..R_P - - 1 "o, C STA. 26 +08.31, 0 68.9 LF 6 0 0 o b` �� i1.76' RT. v- M LCPE O 1.00�`� 19.9 LF 6" i s u� 0 Q 47 N rn o N AREA IN s ti �- r7 00 r. cat LET N O: 4 o �/ \�► o ;/ LCPE O 9.65% ao co ' uri ' 4- - co GRATE = 219.81 c 23.0 LF " PVC , o C%4 Il. E. = 214.81 119 -- 1 %i`" - 'H' STA. 7. 70 +08.1 11.4 ' RT. (S R -35) ('I ANCH r` � STA. Z. 7, uu R 1. = �{ )( ) O.� 30.00 ; �� - _ �? ,:,� ( I RE FILET NO. 1 CB N0. 3fi - TYPE I v /._� - -� I I G A - 21 x.11 I I'F EXIST. CB - TYPE I VANED GRATE - X211.57) AUGNMENT 'H' a 9� /- _____1�_ �° ! CB GRATE = 210.25 I.E.(S) _ 2�8.� 12" _.. _ _ +__ - - I I I.4 = 214;84 1 I.E. = 207.03 12" PVC IN - E. " � � "Co STA' �+3 1 7. _ (_ _ J j 'A' ST,�. f- t�'4-�fi{84.3) i j1' INAI� ( 1 I.E. = 209.40 6 ,� f I r• { ( � 1 , 3) R T. _ - � " F _ _ I ( ) „ 12 OUTLET 214.83) ; (E. I.E. 206.75 (12 PVC OUT W.) `.160.7) LF 12 PVC ® I H STA; 4 -+- 6� 4( 8.8), �4) RT. -- x{1.34)% , - -' � I CB NO. 1 37 .E. � t I I I M. F. F. - 219.48 I I RIM = `i-a-+s3{? 4. 6 F �TA. 51 + W SOLI LOCK B.F.F. = ' 210.48 I 1 AR iA INLET " �, » 1 2 PE GR ATE = 21 d. Q- x{5.9) LF 12 r LE.(E)- 6✓3(210� ") 1i M.F.F. 221.48 I TO 'BUBBLING F01� TAIN' I.E I 216.0 - .� PVC ® x(7.03)% I ( I.E.(W) � (206.46) 1 B.F.F. = 212.48 1 I c•i � ; » I IN REC.I BLDG. ' j "� I M.F o o I I.E.(N) (206.66) 1�1 " I I BRE EWAY B. Io •- T.- rn Q I I I.E.(N) 207- -1{.36I� fi I ! �. - - - - -- - �, " 00 J I I (SEE ARCH. LANS) Bloc I M.F.F. 220.18 AS-BUILT SET i I I B. F. F. 211.18 AS -BUILT SET --------------------------------- _ __________ ______I�_j_T -i�� r� UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. I M . F. F. 1 215.171 '; � � - J 1 - -- - -- -- __.____ .�- _ �_____� _ _. _ -- _ ---_ - -- _ ._ _ - - ---- ACTUAL LOCATION MAY VARY. +_ J I i IB.F.F. = 206.171 �-- - -�.', i �- - -- �I ` ` - 1LLGfIY% I Q I. I I I_ - ____________,.- _._______ N ,�,� II o FEATURE( I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT m I I I - _ -- I z 'A' STA. _ . 3 +98.3) B OTHER_ COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING Z I I µ -`'�' STA. _._ 25 +47.8 , 13.5)' RT. -- w CB NO. 1 OA - TYPE IL ROCK -LIN CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS i I ) z RIM = 197.72 DITCH DETERMINED B ME UNDER MY DIRECT SUPERVISION ON THIS M.F.F. 212.46 I CB N0. 38 TYPE I ---4 64.2) LF 12 DATE:_.__ I VANED GRATE _ X209.39) -� . » I.E.(SW) = 195.02 ( < I B.F.F. 203.46 I I I.E.(W) _ 203.84) i ► sf Q 6 • 4 12 INLET(E) _X195.12) .I. O -�- ±x(1.90), I I I I I -- -+- _ -- +-- . ----+ - - O I.E.(E) = Q203.94) ALIGNMENT 'E ' o W /DEBRIS BARRIER o PER OI TY ST� $R10A �. 81.5 LF 12 P r J ! VC 0 7.83 00 SZ -T- -- - -- _- --- - .___.--------------- - - - - -rt _ -- _._ - -_� I I - ' C STA. ^ 24 +66.0), ' a. ..................................................... ............................... ........... .. . ............................... .... ... ...... ,.. ........................................................................................................... ............................... ......... ........ i.......................................................................................... ............................... ... ............ ......................... «.� ... .............,.......... «...... ............ ...................... MATCH LINE TO SHEET 9 1 - ��i2.7) RT. __ CB NO. 39 -- TYPE I --- ===�.: � a 0 (D Vol rn N `� ~ -�-. ,VANED GRATE = :•6i -�(200.97) r 2% -j 0'? °' M Ill N R ow �r GRAPHIC' SCALE 20 0 10 20 40 -0 ( IN FEET ) I inch = 20 ft ti ROLL 20.E dollEt L ALEY- MORROW- POBLETE, INU. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 - -2200; FAX: (253) 333 -2206 0 -o AFC 32 �``� ENCA4EERMV("' - SURVEYING ss�aNA ENS\ �.•� LAND PLANNING Ll `lyx�s 9 JAN 2006 STAW NOT MILD UNLEU SK MED ! DAM ,.al oe- 29327 M SCAhMED MAY 0 12006 1�1 req, a b hn }v 'Iv M M so a b .y a V to z � 6 v q Vol I EXIST. CB - TYP I GRATE = 22171 I I � J !T F.F. = 222.77 I.E. = 218.53 (12" CPEP IN - .) I I r F.F. = 213 77 I.E. = 218.36 (12" PVC OUT - ) I I I � N I � . -Mlb F. _ 2:77 EXISTING 10 SD ESM T. (PVT.) 0 0 N 00 M 1 J LLt IV GRADE BREAK GRADE BREAK I I 40% SLOPE BUTTRESSED CONCRETE �v RETAINING WALL ;, I (BY OTHERS) 0 0.5% �wv A& -Ir I� JR T �� 0.5 4� 1. � �, . 1� Ll_ +_�' way: �+ wA:t „, wa L - - ,r: wa:l - -- wnli �� walt a � _x.35 4E4.36 ti;4 j . t� �C ` I ~ ti -�48 ~ a47 9,9 rG4 (V FG5 S�OPG 0� L 49 d 49 M V •.� Idddd 'C' STA. 27 +80.4),6f 12.8)' RT. Ed: STA. + CB NO. 34 - TYPE II, 48 � 6 63.3 VANED GRATE _ X242.09) o 5 12 STORM CLEANOUT ALIGNMENT 'G' RIM � 245.2 - t 1 242.1- _ 6`- RVIC - I.E.(E) = (230.44) 2s9`� II.E.(S) = 229.70 8" PVC 'l STA. 27 +78.05,- 22-65' R 1TX ° sk op E_XI =.T_CP - TYPE IL (NOT REMOVED- _ Rim Z-39.01(244.49) 235.61(235.49 ) ($" PVC Vb T W. j -EXIST. 12.7 LF ' C 2.14 %t REMOVE N I.E: = 235.54(8" LGEF 'IN E,)(�R OVE °� G 1 d'` ` (G 7/1 E! -- 34.74 I " P V �� 6. �� - .�� 2 8 C Sj) �o �, 8.3_ 3� ,04.76% r r 8.33 %-- % � I - 8-6{9 ) LF I I I I I � I I I 12 » PVI O I 4.71)% I I L --J I I 67.97 LF 8 "0 I I PVC. O 6.96? 0 yr M.F.F. = 247.32 B.F.F. = 237.32 M.F.F. 245.26 �j B.F.F. = 235.26 -- -+-::a �, C7 -- _ ._ =-4 -E - - v. v. GRADE BREAK GRADE BREAK P VC. O F » `5.79' 'A' S A. } I I STILL G WELI'I� W �� W/S IID LodI<II X: ' I I OAF s '( I.E. 2 �-- I I.E. - (23.89) W C' q I 1. E. = 2 Z SUMP = 220.0 _ I I Oul a L.1 M. F. F. 244 B.F.F_ 234 F GRADE BREAK SPILLWAY % (DESIGN B-Y A' STA. 1 CB NO. 9 A RT. C STA. o , - �� r / (� B NO. 8 -- TYPE IL o i i RIM = -24- - = X233.56 I.E.(W) IM _ ) ROCK -LINED DITCH I.E. S = I N /SOLID LOCKING LID �, o,, N (E) I Ivi.F. .E = 224 -3, - �: .E.(S) _ X229.76) Y I:. I.E. -- (NI I B. F. . - - �/ I --229.97 �--� - � __ GATE VALV� ---'�Z - _ .E.(E -NE) (230.16) I.E. -I.E. = (N; B. c sell I " I.E.(E) = (230.76)8 PVC 'D' STA. 37+ - 220.97 - I '� i841.6 107.1) LF 12 PVC I I M.F.F. _ - -- (S- DR - -35) O q4+3 {14.36)%'*E.(N) = (230.76 )6 » PVC 228.97 ALIGNMENT F' + B.F.F. _ � � Ln_._ CP 219.9 7 0 0 ° o o -45{ 46.2) LF 12 - I �' ti��0 ,�� ' ,��a D. 1. O-H6(1.1)% Ll - B..R_P - - 1 "o, C STA. 26 +08.31, 0 68.9 LF 6 0 0 o b` �� i1.76' RT. v- M LCPE O 1.00�`� 19.9 LF 6" i s u� 0 Q 47 N rn o N AREA IN s ti �- r7 00 r. cat LET N O: 4 o �/ \�► o ;/ LCPE O 9.65% ao co ' uri ' 4- - co GRATE = 219.81 c 23.0 LF " PVC , o C%4 Il. E. = 214.81 119 -- 1 %i`" - 'H' STA. 7. 70 +08.1 11.4 ' RT. (S R -35) ('I ANCH r` � STA. Z. 7, uu R 1. = �{ )( ) O.� 30.00 ; �� - _ �? ,:,� ( I RE FILET NO. 1 CB N0. 3fi - TYPE I v /._� - -� I I G A - 21 x.11 I I'F EXIST. CB - TYPE I VANED GRATE - X211.57) AUGNMENT 'H' a 9� /- _____1�_ �° ! CB GRATE = 210.25 I.E.(S) _ 2�8.� 12" _.. _ _ +__ - - I I I.4 = 214;84 1 I.E. = 207.03 12" PVC IN - E. " � � "Co STA' �+3 1 7. _ (_ _ J j 'A' ST,�. f- t�'4-�fi{84.3) i j1' INAI� ( 1 I.E. = 209.40 6 ,� f I r• { ( � 1 , 3) R T. _ - � " F _ _ I ( ) „ 12 OUTLET 214.83) ; (E. I.E. 206.75 (12 PVC OUT W.) `.160.7) LF 12 PVC ® I H STA; 4 -+- 6� 4( 8.8), �4) RT. -- x{1.34)% , - -' � I CB NO. 1 37 .E. � t I I I M. F. F. - 219.48 I I RIM = `i-a-+s3{? 4. 6 F �TA. 51 + W SOLI LOCK B.F.F. = ' 210.48 I 1 AR iA INLET " �, » 1 2 PE GR ATE = 21 d. Q- x{5.9) LF 12 r LE.(E)- 6✓3(210� ") 1i M.F.F. 221.48 I TO 'BUBBLING F01� TAIN' I.E I 216.0 - .� PVC ® x(7.03)% I ( I.E.(W) � (206.46) 1 B.F.F. = 212.48 1 I c•i � ; » I IN REC.I BLDG. ' j "� I M.F o o I I.E.(N) (206.66) 1�1 " I I BRE EWAY B. Io •- T.- rn Q I I I.E.(N) 207- -1{.36I� fi I ! �. - - - - -- - �, " 00 J I I (SEE ARCH. LANS) Bloc I M.F.F. 220.18 AS-BUILT SET i I I B. F. F. 211.18 AS -BUILT SET --------------------------------- _ __________ ______I�_j_T -i�� r� UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. I M . F. F. 1 215.171 '; � � - J 1 - -- - -- -- __.____ .�- _ �_____� _ _. _ -- _ ---_ - -- _ ._ _ - - ---- ACTUAL LOCATION MAY VARY. +_ J I i IB.F.F. = 206.171 �-- - -�.', i �- - -- �I ` ` - 1LLGfIY% I Q I. I I I_ - ____________,.- _._______ N ,�,� II o FEATURE( I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT m I I I - _ -- I z 'A' STA. _ . 3 +98.3) B OTHER_ COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING Z I I µ -`'�' STA. _._ 25 +47.8 , 13.5)' RT. -- w CB NO. 1 OA - TYPE IL ROCK -LIN CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS i I ) z RIM = 197.72 DITCH DETERMINED B ME UNDER MY DIRECT SUPERVISION ON THIS M.F.F. 212.46 I CB N0. 38 TYPE I ---4 64.2) LF 12 DATE:_.__ I VANED GRATE _ X209.39) -� . » I.E.(SW) = 195.02 ( < I B.F.F. 203.46 I I I.E.(W) _ 203.84) i ► sf Q 6 • 4 12 INLET(E) _X195.12) .I. O -�- ±x(1.90), I I I I I -- -+- _ -- +-- . ----+ - - O I.E.(E) = Q203.94) ALIGNMENT 'E ' o W /DEBRIS BARRIER o PER OI TY ST� $R10A �. 81.5 LF 12 P r J ! VC 0 7.83 00 SZ -T- -- - -- _- --- - .___.--------------- - - - - -rt _ -- _._ - -_� I I - ' C STA. ^ 24 +66.0), ' a. ..................................................... ............................... ........... .. . ............................... .... ... ...... ,.. ........................................................................................................... ............................... ......... ........ i.......................................................................................... ............................... ... ............ ......................... «.� ... .............,.......... «...... ............ ...................... MATCH LINE TO SHEET 9 1 - ��i2.7) RT. __ CB NO. 39 -- TYPE I --- ===�.: � a 0 (D Vol rn N `� ~ -�-. ,VANED GRATE = :•6i -�(200.97) r 2% -j 0'? °' M Ill N R ow �r GRAPHIC' SCALE 20 0 10 20 40 -0 ( IN FEET ) I inch = 20 ft ti ROLL 20.E dollEt L ALEY- MORROW- POBLETE, INU. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 - -2200; FAX: (253) 333 -2206 0 -o AFC 32 �``� ENCA4EERMV("' - SURVEYING ss�aNA ENS\ �.•� LAND PLANNING Ll `lyx�s 9 JAN 2006 STAW NOT MILD UNLEU SK MED ! DAM ,.al oe- 29327 M SCAhMED MAY 0 12006 1�1 req, a b hn }v 'Iv M M so a b .y a V to z � 6 v q