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Home My WebLink AboutzS-3231Seta w v 0 4 I i %� m Q W� 0 iu_ a Q. Z u wz 0 � h H �y 11 r vA v 01 J t u F tr m CL �1- 0 Q•. Z 0 0 W 0 "CC Z Q C) 0 ct 0 a 3 v c C c 0- o '�� NE S N , d 1 U ,3RD -. `, it w Z r 0 4 z W 5-1700 1 � � J 4A tn rn_ 2 +00 N JIM]] �11�1 0 m is vs I---------------- w ----- - - - - -- -X -WA ---------------------- ______ - - - -- - ---------------__-------------------------------- -------- - - - - -- ----- - - - - -_ - - ------------------------- - - - - -- -- - - - -_- - - -- _. _.-- ------------------ " - --- --= - -- - - -- 1 FOG LINE STA 2 +25 ,-39' LT w STA 2 +25N�9�' LT - STA 0 +00 JC 0 AVENUE NE `--EX WA fER � w - STA 4+75-39 STA 0+ 51.58,- 33' LT INSTALL: T 8+25.10^,29' ,�aINSTALL: CATCH N0. 16 -TYPE 1 INSTALL: = STA 0 +00 �, F, URTH STREET 1 STA 0+ 12.38 TO STA LT -, a N - - -- �1L�_EXLa . =A ER= =- ------ - iANF - - -- -- - = - - -- - _ livsT� . T _ M - CURB INLET NO 16A 0. 17A +51 5`�- L - __ -- - IPNAht IJ.R �.4d�.. - - - = -- - - - - -- - - - -- - - tt• _ _ ___ -- _ -�- _ _ _ __ _____- (SEE C 0 R. DETAIL N0. 8 01) URB INLET N - - -- r - � - - - -- s - -- � - - - -- XPER CITY- STD -8 =26y -fttt�t�#3 #35 �tfK1N� - Satlfl- tlflr) RIM =432.20 EX 24" SAN SEWER REMOVE WASTE ASPHALT SOUTH OF SAW CUT -'y RIM =434.35 I.E. =430.015 12` CPEP E W _9 RIM =435.67 CATCH BASF -CIO. 17 -TYPE 1 �� L 2 #- o 1 I.E. =432.35 (8 CP S) �• ) I.E. =433.67 (8" CPEP, S) • `(SEE C.O.R. ,DETAI NO. B -01) ' I.E.=430.20 (8 CPEP, S) - I.E. =431.75 (_ _ CPEP, N) I c= 1 1. 1 RN LANE - STRIPE -- _-- - - -. -- -- _ -- _ . -- - - - ---- -- - - -,�-- RIM =436.17 SOU ,LOCKING UD) 4 +00 ,-88'21 11 W 660.68 -00 __� 2 +00 - - +00 I.E. 32.36 1 - EP, W) i 0 +� EXIST. �. ° - - 2 _ - - _. - - - - -- - IIyST 1 +0 ADJUST RIM'-- ADE L-- STA 4 +25 ,-39' LT - , INSTALLS _ - -- UR --LANE S REMOVE DOSTING CONC. QUQJ 1 1 CATCH BASIN NO. 15 -TYPE 1 CUF AND GUTTER i S & CONNECT `T (SEE C.O.R. DETAIL N0. 8 -01) 4TH STREET �-� C8�17 ___ ________ _ _____.._ _ _.�__T_________ _ _ _ ____ ____ ___ ____ ______ ___ NE ______ __ _ _ _ �' -�: -E)f BA 32-.2e_ -_( oua, --LeEl NOLifDy _..._-4-_ -t _ __ - _ ___ _ _________ � _- _ _______ ____ .�_�____ _ __ ___ - __ _ _ __�� __ ter__ _______ _ _ _____________G_.r_- ___ _ 6As I.E.=427.13 (12" CPEP, E, W) _C14 M !REMOVE EXIST. - o ' I _NEW- YEBT_ OUR.B_A-- _ _ It I.E. =430.1 8 CPEP N 1 EDGE EXIST. PAVEMENT REMOVE. GAS o - •WAT #1- -- - -- -- - - -- - - - -• ------ --- - - - - -� - - - - -- -- - - - - = - - - -- - - - - -- - - - - - -- -- - - - - 4N_ - -QBAI 10-DLTfkL - - - - - -- - - - - -- - -T -- - - - --E �IV�4- TES - - - -- - - - -- - -mo(�F�M P L��E =1�� J: FOG LINE �� :N1 CPEP �6�� 1P SL�SPE= f�� -- - - --= `------- - - - - -- ---- - - - - -- --- ------------------------ - - - - -_ ---- _ - - - -- - -- ------- - - - --- - - - -- _ - - - - - - - -- - - - -- __ t -------- �_ - - - - -- -- -- - =_•� � ' -i- �- - _ -- - - - - --� _- _ -- _ - - -- -- - - -' _ �---_ _- _ -_ - _ - _ - - - - - -- -S --aMDE -.COI G W�►LbC _ _ _ ._... - _ _ _ - -. _ _ _ _ - - _ _._ _ . - -- - - - - - - - - - - - - w - - - - -- - - ._.. _ - - - - - -�Q tee- - - ----- - - - - - - S& ------ - - - - - - -- ---------------- - - - - -- - -- - _ - -- - - �s ' i� N hd t88921-91 1"E 277.56 -8 CPEPb 2 -0 __ -- -- '""' -"' - - - - - -- - - - - -". - -- - -- 1 54� - -- - .: .. _. �,, MI 103.50' 39.05' -- -- - - - -- --- -- -- _ - - .- - - ._.,. _...._ r..,� -_ :� t�►3up4. - - .. - - - - - - - - - -- - - 64.74' 3.00' o 0 6'- CPEP O 2.0% EXIST. SIRE T- LU00HT W -8" CPEP O 2. OX o EXIS'T'ING FIBE TO BE REMOVED RELOCATE - E ST. RELOCATE EXIST. •- I oo EXISTING 3 DRAINAGE EASEMENT ,OPTIC VAULT 0 WHEEL CHAIR RAMP (TYP ) - ALT) ' 0 W JCT. BOX --'`° `� REC 706230527 ,''REMAIN EXISTING DRAINAGE EASEMENT ELEC. JCT. B x SEE C.O.A. DET N0. F -06 (� R U EXIST. STREET LIGHT III C 11 U �• REC 70280698 0 111 W ,, I � = I - _ _ _ - I TO BE REMOVED I �' - w _ _ -, -' I i N I ,, - _ w 6 PVC ROOF /YARD DRAIN , -' �� - 1 °�, 21 EXIST. TRAFFIC to N STUB OUT cv o o I LIGHT POLE. 1 - N ^ 24 1- 0 0 22 �I , I E 431 00 MOVE IF - -__ I Z W 1 0 I a, N ._ N a6 ai w 5180.71 S.F. 1 1 I W N I ^ 6285.10 S.F o of `r' 5968.26 S.F. IR NECESSARY - ` �,, 00 1 , -' 6003.48 S. F o 'r' 0 2 3 z N ; r_ 1 'z f -1 I ;, 100 6 PVC ROOI` /YARD DRAIN ;1 0 Z Z 1 6 PVC ROOF /YARD .DRAIN Z 6', PVC ROOF/YARD DRAIN �+ _ ;� I ' W < 1 S B I I 5797.59 S. F; I--0 STUB OUT, , ui i V ao OUT STUB OUT I.E:= 428.57 I I I I I.E.= 436.03 o S I I.E. =436.5 �I , 5 o< I. 0 W _. N 88'22'11 "� 1W 100.00' L N 88'22'11," W 103.00' Cr '' 1 �, I o W _.N 88'2('0$" W- 105.00' I �-- �_.__ 7r -_.:- 88'22'11'' W 89.26' _ O r- -�-- I 59.00 50.00 , 50.00 I 44.00 0 69.26' 1 5 .50 T 50.00 T 50.00 T 50.00 I _ t- 1.47' I Lin 1 I I I I_._ STA 4 +36 ,-16 RT - - --I- - I I I' I I INSTALL: I _ _ - I I°', I I STA 2 +36 -16" RT I 12' ASPHALT 2' , -' STA 0 +45,-16' RT 1 =``' I CATCH BASIN NO 4 -TYPE 1 _ - - 5 I INSTALL. ,, -' I PAVEMENT , - _I _ _ I _ _ _ S . I CATCH BASIN N0. 6 -TYPE 1 - � - � TAt -�-' I I I (SEE C.O.R. DETAIL NO. 8 -01)) I 1 CATCH BASIN NO:' 7A- TYPE -1 - - -___, 1 (SEE C.O.R. DETAIL NQ,-B-01 " - - ` 1.0 RIM-438.88 I SEE C.O.R. D TAIL NO. B -01 I RI1�30.5'4 I 12 ASPHALT I.E. =435.88 (12 CPEP, 5) I.E. =427.4 1 " I , ( , --- RIM =439.48 z .I' - �� 1 I 5 (2 CPEP, s) I 1 20 JOINT DRI VEI�IAY/ _ ,. I I " ,1 I �. r , I.E. =428.04 (6" PVC, N) PAVEMENT UTILITIES ESMT. I I.E. 436.38 (6 Pvc. N) I , -' I I.E;�436.48 (12 CPEP, S) ; 1 �` Z I V. 1 ' I ____ - -- _ 19 I - - - -� o wl wl �I ____ wl I w .- ;1 .I o WI 1 R -- __ -__- _ i �`' = 14 - I z . 15 5.0 � � ,.- 1 Nlo NI- NI I I ► rr) M NI o NI o N o 6017.40 S.F. 1 1- 1 o 4574 07 S F - ° a0 . 00 oo o ' 1 a 1 12 "': 13 �I&n S.F. co 1? 4574.07 S.F. -a:'I I 16 NIl* NI Q ,NI I -' Imo; - { _ - 1 N rn N rn N rn o o rn o rn 18 ,- o a, rn WHEEL CHAIR, RAM ,1 of of oI I `�'• I w I 5574.36 S.F. of 1 7 0l of ,, 1 (SEE C.O.R. DET N0. Foos, LT) �1 I cn Q 5351.66 S.F. .� 4574.07 S.! z Z 6" PVC ROOF YARD BRAIN I rn ;-, I - z Z 4724.03 S.F. Z " ,- I < x 1 I I / I N 1 6 PVC ROOF /YARD DRAIN I I PVC ROOF /YARD DRAIN I I w z 1 I w 0 STUB OUT STUB OUT 4724.04 S = < 2 1 1 6 �'VC ROOF /YARD DRAIN 1 I:E. =430.51 I 100 N I I 1 STUB OUT 1►o I w STUB OUT 1 I.E. 429.08 " - I.E.-438 N o 5477.48 S.F. , „ 0 1 6 PVq ROOF /YARD DRAI I -, -' I I IN c0 I-- 1 �I.E. =428.57 I 6 PVC ROOF /YARDIDRAIN ,' I I z I STUB OUT -;. .'� 1 W 6 PVC ROOF /YARD; DR ,, I i w • w � STUB OUT 1 I I I.E. =436.95 1 -,, -' 6 PVC ROOF /YARD (DRAIN 1 lb o STUB T ;I i z w U 5 I.E.= 428.77 I I I 5' 1 STUB OUT f I z I.E.4436 0 ;� �I i - �. a -. Z 3 1 I 1 I I I I.E.- 437.15 i I in q .� Q M J Q 1 58.50' 50:00' I 59.00' 1 ____ - -- 50.00' - - -- 1 I I ,', h '1 �.1:� +, I U N I 50.00 1 I- _50.00 I 50.00 64.00 r1. ' 'I II O � 1 " , • I ` 88'2211 W ' �� 43.81' , EXI T. U/G �--� of � OWY pyyY S' WIDE CONC. SIDEWAL DWY DWY p DWY pyyY 5' WIDE CONC. SIDEWALK p ' -,DWY ; D ,�'� N CA NORTH SCALE: 1 20' 20 0 ft •IJI/ MAP malow a 1 a- �' '�� NE S STREET ;, S a. w 1 U ,3RD -. `, U 5-1700 1 4 +00 -.,__ N 88.2 11" W 3 +00 rn_ 2 +00 ' 275.79 L.F. 8 P C SEWER �-- 011 SS MH � F.� PVC NEW; SANITAR + EWER MAIN S =0.033F FT �-- to 1 S= O.00FT FT w cn ' 1183.30LF 12 CPEP S=2.46 '%c4 ', 200 L.F.N12 CPEP 8'TORM PIPE S =3.2 9: ; N to A# . DWY � DWY DWY 5' RPE CONC. SIDEWALK DWY DVYY M 1 N 88'22'11 " W 1 50.00' 50.00' 50.00' `,50.00' • I 50.00' �' __;______..__ �,______ ~ 1 6 PVC ROOF /YARD DRAIN 5' 1 6" PVC ROOF /YARD I Al ', 5' 15' _ 1 _ = 1 STUB OUT STUB OUT I ` 6" PVC- • ROOF /YARD D JAIN I.E. =428.57 I I.E. =428.38 I I STUB OU,T 1 W I.E. 427.88 6 PVC ROOF /YARD DRAIN Z I I - ' 6 PVC iR OF /Y STUB OUT I 1 STUB OUT ' . V) I 1 I.E. ` 1 , ,' ,- - � I I . E. = 429.68 � 1 `, I . . w1 6 w1 ' W V NI N N I- I , I N ., f Q 46 oN o l I o N R MH NO<J 5 - 00 O N 5 CT) f I CA O O Z Z Z I 46 00. 00 S.F. O 1 I 4600.00 SF Z I 4600.00 S.F. 4600.00 S.F. < I 00-00 S.F. s A 2+36r-16' LT I STA 4 +36 ,-1 0' L# , -' o I •, INSTALL: ' I I INSTALL: I I CATCH BASIN NO. 5 -TYPE 1 CATCH BASIN NO 3 -TYPE 1 (SEE C.O.R. D TAIL N0. B -01) 1 I I (SEE C.O.R. DETAIL NO. B -01) c0 I ' RIM =438.88 1 � I RIM =430.54 , -1 I.E.= 433.90 (12 CPEP, E, W, N). I.E. =427.36 (12" PEP, E, W,', N) -,- ' I.E. =434. 0 (60 PVC, SE) 1 I.E. =427.86 (6 C, SW) . : I - 50.00' 436 "- 10 00 ' 50.00' I 50.00' I � 4M - --_� - -�- ' _ --------------------------------------------------- GRAPHIC SCALK, 10 20 40 80 ( IN FEET ) 1 Inch = 20 ft. RECOMMENDED FOR APPROVAL BY: DATE: I Y: DATE: by: DATE: 6Y: DATE: MMIES: 1/1/2001 J �- I -..� 1 M� //��, U N 1 S V �,I �I A I H�Q ONUMEN , < 1+ 0 O ,� . I +0 I cn = 1 F" W (n Imo. (!) i T. SEWER Z < � " ; N S SS MH j _j (0 i ' FO E MAIN J W S S 191 L.F.N12 CPEP ST *M PIKE =1.1 0 1; ; ; ; �, �. °0 m (n • � w N 2 iID Z I I + ° Q 3 DWY DWY 5' WIDE CONC. SIDEWALK DWY DWY o o Q ~ 36.4150.00' 50.00' 50.00' �j --�-- --- - - ---- -�.� 3}. o 1 5 6 VC1 46FjYiR D DRAIN - . I'\ _ 6" PVC ROOF ARD I DRAIN ?�� STUB OUT O� ' ' I I.E. =435.7 STUB OUT 1 • O (d < o " I.E. =435.8' PVC ROOF YARD DRAIN 1 ,`', I 'I 6 PVC R of /YARD DRAIN I I� 160 ROOF/ YARD 1 � STUB OUT SEWER MH�,\ N O . 6 STUB OUT 1 I� EXIST GAS E K I 1 I I. E. = 435.56 1'' I.E. =434.73 '` • 1 I 6" PVC ROOF /YARD DRAIN I I `, `, STA 0+ 45,-16' LT wl w COLLECTOR PIPE wl INSTALL: '�nl_ ►-,I_ �,I_ CATCH BASIN NO. 7 -TYPE 1 N Fv N N (14 N SEE C.O.R. DETAIL NO. B -01) 00 0 - °O 1 0 3 °° I CI N N , 4- N N N N �► RIM =439.48 O � O � O � ', � O " of oI of oll.�.�436.16 (12 CPEP, WdcN) Z I 4600.00 S.F. z I 4600.00 S.F. Z I 4600.00 S.F. Z 0 , r 1 1 1 I I I N 5477.48 S.F 1 �I b1 + S.F. � I I r 1 ' 1 0 , O ' �•,, I WHEEL CHAIR RAMP 1 u`'I 30' ►I 1 _�: �� (SEE C.O.R. DET NO. F =OQ, ALT) 1M) I , r 50.00' I. 50.00' I 50.00' `1 60.97' S88'22'11 "E 248.39' x 30.01' 85.02' MATCH LINE SEE tHEET 3 1 CI'T'Y OF' FZEN'T'ON' x ' DEPARTMENT OF PUBLIC WORKS R ROADIDRAINAGEICOMPOSITE PLAN ENGMEER: • LUA C 4- 031 1 PER CITY REVIEW 10 -8 -04 2 PER CITY REVIEW 3-4-05 3 PER CITY REVIEW 5 -7 -05 N0. REVISION By APPR. DATE ROLL 2O a FR r � 6 8 A EGER ENGINEERING JERICHO PLAT 9419 SOUTH 204TH PLACE ocsa►Eo_,IJJ oAYE: 8/04 FU Nom: KENT, WA. 98031 DRAW pgA PHONE NO.o. (253) 850 -0934 - -- scA: 1' -20' nno soar: rte: fAX N0. (253) 850 -0155 Ha`EO: .f,1,! APPr+ovco: sHccT: 2 a: 21 e O N Z 0 Z z ° L o uj CL Nil w wz F °o �H M �y ua J l 0 z Q J Q CIL LAJ Q Q Z Q ot D Q O s � o° �s D o u V DC n � t i i $v o +' a fE 3� w "' W CL �o S€ �E E C N 0 at a c� o N N "yes , z . 4� � Immim 0 m r t1t W Ix - -EX- WAIFR -------------------------------------------- '--- w---- - - - - -- STA; -a+-9 �3q'_LT ----- - - - - -- _4 - -- - - - - -- -- ------ -� ----------------- �� -- ,�- ._______w- __________ _�J� f .S�BZ 35_LIr�Iti- sY�N11E..1�lE _ -- .�.- -�.- -EX -WAR FOG ' LINE - INSTALL: ; =STA :0 +3513.0' LT- HOQUTAM' AVE NE , STA 8 +2 .18�33'LT CA #CH BASIN NO. 18 -TYPE - 2 -48" INSTALL ;' STA 6 +06.3039' LT (SEk C.O.R. DETAIL NO. B -01E do BR -02) CATCH BASIN NO. 21 -TYPE 2 -48 ss N STA 6+00.30-39' LT INSTALL: END CURB, GUTTER AND: SIDEWALK 1 - -- - - - Rthl' 417.43 SOLID L LIO� D ----EX-2410 - - �E�IME t - _ _ _ s - MA TEI'+ f -X��T- - M�PROVEM E -TO - WE-�r� - - - - - - - - -s- - - - - - - - - -- - - - - - - - - -- - - - _ w/ _ COVER _ - _ - - - - - INSTALL.; INLET �'i0.- t4A s- - L STRIPE - - - _ ,-CA E-C.- �. R A�4. NU. -B E T - - - - - � ' =4b3.6`� Tr �� Edt a.R: DET. -R0. B-- D'IE -' AND BR =i11) E7C 24' -SHIN - (SEE`C.UR.- t rAn-1vQ: -e =oTr - -s - - N I.E. =415.8 8" CPEP N jE _ (PER CITY DET. B -2 RIM =427.45 SOLID, LOCKING LID) STA 0 +12.38 TQ STA 8 80 29 LT ( , ; ) ; " ;RIM- 425.35 " - OQNC 448 �9 - (12 - -, P - s - R =427.45 REMBV�- €X - �SRI�AET- �bQ�1L ER T -€X PANELS- � �._ � � W __ _ _ - - -- TURN -- �TR1RE l.E.. =_422..7Q_ i2_ _CPEP, - V!!: E� - 9+00 , Tom• 422.0 - ,2" CPEP, E I.E. =425.45 (91"( PEP, S) 6 +00 I.E. =425.6 (8" CPEP, N)' 5 +00 10 +00 ,kEMOVE WASTE ASPHAL SOU OF SAW CUT , ' I.E• --� H_ _ _ _ _ - - - + G 1 8 +00 , -' 7 1 - TARN- I�►NE- - STRIPE T-- STA 9+47.92f-40' LT STA 8 +�.�i$��3'LT � ' � �`�,, �' � -, '� �, I�' 40 L. F. N 12" CP �'� . CONNECT TO EXISTING CATCH BASIN TYPE CONNECT TO EXIST. CURB, GUTTER dt 'SIDEWALK 4• STREET �� S= 1.75iL _ RJdL =410�t _ --- - -- - -- ----------- .__ - -- --- - -- - %% _____ _ --- - - - - -- -- - __ _ - - - - - -- -L - - - - - - -- -- - - - - -- -- - ------ - - - - -- - -- - x-�a - -- - - -- - - - -- - c -EX -GAS- -iAATFW-\0RAflE-s _ _ � -- - -- -- - -- T -- -- � __- - -TH - ------ - - - - -- - - - _- - -- -- _ -�- - " � IPE --- - - � -� I.E. = 403.80 (EXIST. 12 E) 't, RELOCATE EXISTIN, ��?$ REMOVE NE`"STR - -NEW VERT. CURB I.E.= 403.80 (EXIST. 18 , W ------------------ 42 G POWER POLE - -- 00 28 23 E _ -_ -- _ - _ -, -- - I ,� - - - -- - - - - --w___F_X. WA _TER- - - - - -- ------- ------- - - - - -- - - -- ---- - -, - -- - ; - -- - ------------ tOOMNA.TE -VATH- PATER- C.WPANY - - - -; - -- - -w - -- -� - - w- TES - --- -- - - - -w- -I I.E.= 403.80 (NEW 12 CPEP E -8 CPEP 0 2X- i•8 C. 1 G`PE ISFA-'R PL� s FOG LI ', ------------- - -I - -- --------------------- - - - - -E - EL- -�- - - - - -- - - - - -- ; = ' - - - -- - ----- ,-=---- - - - - -- - LrF --.-�• "-- CPEP- NORM- -WP�E - - --5 --1.43 - _-- __ = - - -- - - -- -- - - -- -- ' 'Et--- {-- - - - - -- - - - - -- -T -- -- - - - - -- - - -- ------------ - - - - -� -- -- L.F. PEP -- -- - • -- --- - -EXIST- SIDEWA 5- ,YIIFOE HM►L -fE -,+ � ` -. �IVI _C0ttC.�IQEWALK y 4 125 - -- - - -- - -- __- - - - -- - - - - - - - - - -- -- -' - STING 18" STORM - - - - - - -- = = - - -- ----- __-=-- __ -__ =- ---====-=-=-= --- = - - - -- - -- - _ ._p - - ,a -8"- t�EP -ID�2 - - - -- - EXI- - - -- - - - - -- -- -- - - -- _- _ - - -- ------------------ - - - - -- - - - -- - - - -- 2 1 5.18 22.50' �� 84.48' - -- --------- •� 45. I 43.00' ; ' �� B � ,' t� o' ---a�A ON;' I EX. W. TO BE REMOVED `�s��, 1 �1� IST. FIBER; EXIST. EXISTIN 12 STORM , %' � WHE CHAIR RAMP (TYP OA o ', ,,� STOP OPTICS VAULT TO STREET LIGHT REMOVED EXIST. r �. v r BAR REMAIN. TO BE REMOVED - I REMOVE EXIST. ROC ERY (SEE C 0 R DET NO. F -06, AL ri TYPE 2',, B 36LF 2 C P I •• RESTORE EXISTING WHEEL HAIR RAMP (TV) 2 6 °° I ROADWAY I 2 ( (01- 2 5 Y do SIDEWALK , PER CITY STANDARDS . MI W I rM 3928.75 S.F. I S (SEE C.O.R. DET N0. F -06, ALT) WI tOO 8+23-33" LT 6466.70 S.F. � IN$'iALL: 1 °' I N I I 30' 2 CURB INLET NO, 18A 1 I M co0v I STA 0 +68.10N18' LT 6 PVC ROOF /YARD DRAIN r "� / 1 ER CITY DET.. B -26 � � 29 � o STA 0 +65.94 18 RT 18 � � STUB OUT 6 PVC ROOF YARD DRAIN = 6.93 ); `~ 1(6 2..8' Z I INSTALL: I 1 I;,� INSTALL: I.E. =428.57 I• I I STUB OUT RIM 41 r M CATCH BASIN NO.13 -TYPE 1 CATCH BASIN N0. 12 -TYPE 1 I.E =422.08 ,I.E. =415.93 (8 "� CPEP. ) '4351.57 S.F. `, I 3711.33 S.F. I (SEE C.O.R. DET. NO. B -01) W IM (SEE C.O.R. DETAIL NO. B -01) rn , MATCH LINE SEE SHEET 2 3 +28.97 PLAT LINE I I " RIM =424.041 A 00 - I RIM =424.02 M 00 I % 60.97 _ _ _ _ _ ,_ _ _ _ _ ; 6, PVC ROOF /YAAP DRAIN I.E. =420.72(12 CPEP, S, E) _ I.E. =420.00. (12 CPEP, S. W) II 85.02 I STUB OUT 5' I g' I o II y-•- STA 3 +29^18' RT I L` I.E. =��419.69 I N 59.50' T '50.50' I I ''1Q' JOINT DRIVEWAY w I STUB OUT I II % END CURB GUTTER AND SIDEWALK I 6 PVC ROOF /YARD 8 OUT � I I I.E. =419.49 I I I U1�LITIES ESMT START 5'L x 5' W ASPHALT RAMP I I 659 LONG ASPHrALT TRANSITI`' N `� w �. I 1 N I - Q I.E. =419.94 N, Q '�'� a- I STA 2 +15.62 HOQUTAM AVE ENE I I I STA 3 +33 18 RT I ; o I UTILITIES °' END ASPHALT RAMP x I 0 0 ASPH » t° I n_ =STA 64 -60.87 NE THIRD SWI 1,0' • I �� I z N88 22 11 W I I CV BEGIN 10.1 TAPER AND TRANSITION I 1 I N �I. 12' ASPHALT I 30' 30 1 C.O. 43.0 - - - 47.00 0 • STA 1 +86.82 20.7 , LT1 O N o PAVEMENT I I % • I -- _ C�O- o Q 0 F- I INSTALL: c0 I V I I , F-- STA 3+ 99 I 1 N88'2 X11 "W - - - - i...� _ _ I N w CATCH BASIN N0. B --TYPE 1 `•�' I 1 I 1 W END 10.1 TAPER I 45.19 I - ca (SEE C.O.R. ) ) :.I I I W oil DETAIL N0. B =01 0 MATCH TRANSITION TO EXISTING � I , -' I I i - _ RIM =422.92 I 5.0 , , I - I _ I I 3 2 I " 12 1 cn EDG EX. ; 22 - 6 PVC RO /YARD DRAIN 5 5 ( ) . �.I I I CIF I I I - U I.E.�417.75 12 CPEP, W, N. SE 11 I PVM I ; - - °' STUB OUT, 3r ° I I - _ 4081.71 S.F. I ,,, 0 ,� N �; 5196.23 S.F. I I i I W I - I I.E. 419.59 L I I cv o cp 4518.83 S.F. I W I W I I _ " I • I N c?i = Z STA 6 +11.60"f8 RT I - , _ I I� I PVC ROOF YD DRAI 2 INSTALL. 1 � I I I- wI STUB- -0UT_ , _ I z ' I CATCH BASIN NO. 2 =-TYPE 1 I 100' _ - -___ I o 1 J SEE C.O.R. DETAIL N0. ,8 -01 6 PVC ROOF/YARD DRAM! N I 1 I NI I.E. 419.49 .1. I _ _ U 0 ( ) I STUB OU7 • , I I °0 6" PVC ROOF /YARD DRAIN - - o N I . E. = 419.06 z STUB OU T RIM =421.91 I I I o I '; of NI STA ' 1 ROAD WIDTH I I r I.E. =417.57 (12" CPEP, NE,- . S) I I I ,I I.E. =420.45 o - - -- -`- ao 1 o END 3s ROAD WIDTH N I.E.= 418.00 (6" CPEP, N) ' _ _ I 3683.71 S.F. °I START TAPER I - 8' PRI V. DRAIN I I i to - - -- ZL I.E. =418.46 I I I 00 1 oo -�5 WIDE DRAINAGE ESMT. ESMT. w 00 - _ 6 1 3 0 6" PVC IROOF YARD DRAIN-_'-__ __11w- STA 2 +0317.9' RT I 1 r',0.50' ( 1 , / I 35.00 S .50 N 00 3931.79 S.F. w I COLLECTOR PIPE Ia' '� _ INSTALL- I 0 0 = CATC BASIN' 1�0. -9-TYPE 1 �0 ZE. QWY DWY ' - DWY 5' IWIDE CONC. SIDEWALK 6 PVC ROO YARD DRAIN N I SEE C.O.R. DET. NO. `B�-a I I 3 FN12 0 STUB OUT 00 I ( I t) I CEP WHEEL CHAIR RAMP (TYP) W » RIM =422.7 S 60% w �� C.O.R. DET 0. F 06, ALT)-, I.E. =419.89 o I I.E. =4i 7.95 (12 CPEP, S. E) I '- _ 0- S N I Z °• _ S 1.V. =418.45 (6" PVC, W) i J t 6 0.87 V 6 +00 STREET 5.00 J $ �o.00 d ss 11 S R MH PO. 3 275.79 L. ."8 PVC SE R MAIN •S= 0.00FT •, !_1 pi a _ p U • rn 20' ASPHALT " J � " cp fs .0. z M 2 CPEP 61 L.F.N12 CPEP .N N88'22'11 "W PVM mil ._ O 04 -0 X N i '�-- w M S =0.62X Q O 45.22 43.00 47.0 1= ap - Z I No , - b I o I 5' WI E CONC. SIDEWALK «� I ; AND UTILI E ��. EA MENT I Z , 124.49 Z 16 LT � INLET I.E.= 413.00 6 PVC OF Y D DRAI I N �? *1 INSTALL: 60 % 0 ��g W/ TRASH RACK & , � BOUT � ,,, ' � ��` � r � B C' 6 PVC R00)� YARD DRAIN II.E.= 419.39 I STA 2+ 3NSTALL:. I-00 J II o� ? �i iCATCH BASIN NO. 1 -TYPE 1 �p Fro I W/ RIP RAP PAD (SEE C.O.R. DETAIL NO. -01) STUB OUT I CATCH BASI NO. 20 -TYPE 2 -48" °o o ?OAF ;RIM =421.91 - I.E. =419.79 WITH OLID LOCKING COVER Z o 0 0- Y ,o ' I.E. = 417.38(12" CPEP, N. SE) STA 5 +5016' LT ' -(SEE C.O.R. DETAIL 0. BR -01 E do BR -01) c7i `�" w 18 1.2 Cpk p . ' RIM =422.68 v o �Pf ------- ---- -; ----- - - - - -; INSTALL. M 66TH '�' ,'' LE =415.5 12" CPEP, E o �� OW CB #19 ` (TYPE 2 -48" CATCH BASIN NO. 1 A -TYPE 2--48 % N . 0 3 5 , -' �,, � 4• I.E. =41 � 26 (12 CPEP, N, SE) � v N I � W BIRD CAGE LID,' SEE C.O.R. DETAIL NO. BR -01) SCALE: 1 = 20 _ r - I / I ( ° MI ;.� w 1 °U I 2 v I RIM: 422.0 (EMERGENCY OVERFLOW) % RIM = 423.97 % 4435.02 S.F. N �, 3758.19 SQ. FT. _ w- `� u_ I » I „ % �I "' I- 4160.19 SQ. FT. I TE, _, 6 I I OUTLET IE: 417.5 (12 CPE7',S) II.E. =417.0 12 CPEP, E, W, SE) N o % N �, W _ I ; C oI ° ° I0 I ;n W �I. - I.�.- 413.00 I (SEE DETAIL, SH #. 1 !) I i.U14 �4 -03% 1 ZI oI° 33 I ;I� + , ; RETENTIO DETENTION 1 -' zI + �•, I �� - _ _ _ _ _ _ _ _ _ RECOMMENDED FOR APPROVAL ,'STA 2 +5930' LT- HOQUTAM AVE NE ; °o oI I ', '. . ,•' =STA 6 3oN43' LT -NE 3RD ST I � ZI I POND ,'� TRACT A I �6 I 16 , I (SEE SHT 11) , -,, ,•' INSTALL: �: ��. ealaE - ' CONTROL H N0. 19 -TYPE 2 -54 DRAINACE (SEE C. R. DETAIL NO. BR -04) I ' . I I BY: _. DATE: RIM =424.00 25 , I do SIDEWALK GO R 13659.45 S.F. I.E. =415.00 (1 CPEP, NW, SE INLET) " ° I PLAT LINE by: DATE: 32L 1 CPEP 45.24 .00 _ _ • "y STA 2 +92N16' RT dt LT =0.5 + STA 3 +26.N16' LT S88022 11 E 277.56 BY' DATE' S88022'1 1,E 165.24 S , END TAPER __ - - -- � INSTALL: BEGIN 32' ROAD ; 'v, CATCH BASIN N0. 11 -TYPE 1 N 6 PVC ROOF/YARD DRAIN STA 3 +26N16' RT � I'TY rJ F' R E N'T O N' STUB OUT , (SEE C.b.R. DETAIL N0. B -01) , �. I.E. =419.33 CATCH BASIN NO. 10 -TYPE 1 RIM =421.70 DEPARTMItN T OF PUBLIC WORKS J,��C (SEE C.O.R. DETl11�, N0= 8 ) I.E. = 418.73 1 P P W *RIM 421.70 ROADIDRAINAGEICOMPOSITE PLAN �'�' '��► � I.E. =416.57 (12 CPEP, E, N) ENGINEER. E GRAPE �I� -SCALE I.E.A419.07 (6" CPEP, E, N) NGINEERING 20 0 10 20 Rio e0 JAEGER JERICHO PLA T TF Dab 1re 4b st1l/ i yrw '11' • flt/ w ( IN FEET ) 1 Inch = 20 ft. ROLL 20 � Ems. 3 1 1 REV PER CITY REDUNES 10 -7 -04 9419 SOUTH 204TH PLACE CEWNED: JJJ 2 REV PER CITY REDLINES 3 -4 -05 KENT, WA. 98031 DRAW DBA REV PER CITY REDLINES 5 -7 -05 PHONE NO. (253) 850 -0934 � '� FAX NO. (253) 850 -0155 CHECKED: N0. REVLON BY APPR. DATE APPROVED: e FRe 0069 DATE: 8/04 SCALE: 1 "= 20' FILE NAME: FIELD s00K: PACE: SHEET: 3 Or: 21 t 0 4 .r a N STA -0 +17.875 LT, HOQUTAM AVE NE Y Z m Z STA 0 +00, SEWER Li g W M EXISTING SEWER MH NO. 1 ao N RIM = 425.19 I.E. = 409.0 _' E IST. MAIN, W, 0 T) CONNECT: NEW 8" VC SEWER MAIN I 1 1 I.E. = 410.80 (8" PV r S) i CORE DRILL XISTI W MAN HOLE o iw CORE /SEAL DAPT k ° 1 1 I iW IZ V) Ly I H I I 1 I I 1 1 I W I I W I If• IZ I I 1 0 I � CID i 4-1 I W I o I c I I Z M7 I 1 I 1 I HOQUIAM AVE 6 N E I ' 1 1 1 1 1 2 0 0 1 1 1 Uj EX. 12" SAN SEWER I > - -H - - -- - -- - - - - -- - - - - -I Z- -- SAWCUT & PATCH PER CITY OF I -- -- --------------- 1 1I RENTON TRENCH RESTORATION I W STANDARDS. CONCRETE PANELS Z ! # WITHIN NE-4th- ST. MAY REQUIRE FULL PANEL I i �a .� J < O A N a a > z Y X r I TA 1+28.5"5' RT HOQUI IM AVE ♦; o $TA 1+28.5, SEWER I �J INSTALL: I CL Uzi 0 SEE C.O.R. DETAIL NO. BIB --28) °� W a ¢WOK O I 428.0 10 N I .� wl Ln `E - r of ua SCALE: T_ LIJ �[L APPRMD: vqwe .d.l� . H W �o U _°' V€ �3 0 m E a m OWN s •k c a c� i �a .� J < O A N a a > z Y Rolm]] m Z oc 0 Z 26 X r I TA 1+28.5"5' RT HOQUI IM AVE N $TA 1+28.5, SEWER I �J INSTALL: I I Uzi DESMMM. JJJ SEE C.O.R. DETAIL NO. BIB --28) 7/04 u ¢WOK 7. O I 428.0 10 N I .� wl Ln - +.I SCALE: T_ LIJ F1EL0 eo0a: PAM: APPRMD: vqwe .d.l� . Rolm]] m Z oc 0 Z 26 X r I TA 1+28.5"5' RT HOQUI IM AVE LiJ o $TA 1+28.5, SEWER I o INSTALL: I I I DESMMM. JJJ SEE C.O.R. DETAIL NO. BIB --28) 7/04 IM= 423.75 I .E.=411.37 (8" PVC, No S, I W) I I FFE: - I I 0 dtAW►,• DBA I 428.0 10 N I .� wl Ln - +.I SCALE: T_ LIJ F1EL0 eo0a: PAM: APPRMD: vqwe .d.l� . SLEET: 13 OF: 2 m Z oc 0 Z 26 X r I TA 1+28.5"5' RT HOQUI IM AVE LiJ o $TA 1+28.5, SEWER I o INSTALL: I I I DESMMM. JJJ SEE C.O.R. DETAIL NO. BIB --28) 7/04 IM= 423.75 I .E.=411.37 (8" PVC, No S, I W) I I FFE: - I I 0 dtAW►,• DBA I 428.0 10 N I .� wl Ln - +.I SCALE: T_ LIJ F1EL0 eo0a: PAM: APPRMD: vqwe .d.l� . .00 -L9 1 0 2 +00 46.22 LF"8 "PVC SEWER S .004 FT FT I 9Z S=0.004 F I, HOQUIAM AVE. NE 21' I o° co 21' � TRACT A DRAINAGE W STA 2 +20.62 "5' RT, HOQUTAM AVE NE Z STA 2+15.62 HOQUTAM AVE NE STA 0 +93.97, SEWER -STA 6 +60.87 NE THIRD ST INSTALL: SEWER MH NO. 3 % .,, (SEE C.O.R. DETAIL NO. BR -28) RIM = 422.89 J9,99 r I.E.= 411.76 (8" PVC, E, No S, W) 3.00.00.06N o __. N 3+00 3+ .64 L.F. "NEW 8" PVC SAN. SEWER S =0.004 F _ SS MH STA 3 +23 "5' RT, HOQUTAM AVE NE STA 1+02.61, SEWER o INSTALL: � � � � SEWER MH N0. 4 3 ._REPLACEMENT. _ -- I „00,00.06N m L9 IE: �. ,oC'ss ,0 9Z ,00'98 (SEE C.O.R. DETAIL N0. BR -28 I o 0 +309 "420.00 I I I I RIM = 421.95 " I Z .� I I I �.�_-- 1- 8- f}'��E ---� IIW �-- I r- _-- _- - - - - -- I I __.- _ - - - -- I.E.= 412.17 (8 PVC, N) I i cQ ! h i ; SEWER I I I M ZI I I - I. I - I = 1 ,-,-T p _ WI- �--- -1 �' SEWER EASEMENT 1 I ° I - I N fl� I I I I C:o I 1 (7.5 EA LOT) I rl to 1 1 2 7 Z I FFE: I n t l WI I I I I Q o f i I ° I �, v > 1 1 1 321 I 1 O col I � � � � I 426.0 x o I I I Q I I I I I I I X; 1 I N t..__ - ---- - -``' w l l �I I L_- _------- - ----� I W I-- _____- _ -.-__� t �•sg I I I I I PLAN . > W SCALE: 1"=209 0 +779 420.00' 11' o f ! IX Q I i i = I 1 a. W I 28 18'-6" SIDE 1 100 I I ! 1 FFE: SEWER IIW I 1 PER CITY REVIEW 10 -7 -04 .. ........................................ .............................., ; 426.0 I 1 ! 3.� ,.................. ................... ................... ................... .................... . .................. . .................. : .................. ............ ........................................... ,.... ............................... ................ ................. LO STA 1 +25 SEWER : STA --0 +17.87 "� LT, HOQtJIAM AVE NE � � ( �- 1 � : _ : • „ II , STA 0 +00, SEWER ; 8 CLEAN OUT TO SURFACE I I I _ PER CITY OF RENTON DETAIL : EXISTING SEWER: MH N0. 1 I I I t I STA 1 +28.5 "5' R:T, HOQUTAM AVE NE . . . . .. : ..... ............................... ........... LID: 425.0 - ST A- .1f28.5;-- SEV&- R.............. ... ............................... ....--- ......... ................ ................ ...... ...........:..................................... ' ............... • ............... ............... RIM _ 42519 IE: 418.0 1 I INSTALS: I.E.=409.47 (24, � . EXIST. MAIN, W, OUT) CONNECT: NEW 8" PVC SEWER MAIN 2 9 1 +20, 419.00' 1p. SEWER • MH N0. 2: STA 2 +20.62 "5 RT, HOQUTAM AVE NE 18' -6" SIDE (SEE Q.O.R. DETAIL NO. BR --28) STA 2 +38.43, SEWER . I.E. = 410.80 (8 PVC, S) FFE: I I SEWER RIM = 423.75 INSTALL: ' .. �� .. .......... ............. - ......... -- .. ............... .•.. 4 ..... .... .. -.. .,.. ... .,. - -•• -f.F:= 41:1-:37--(8...PyC ;..{�; -5 ;• jlll} -SE•11VER- Iv�H•-i��3: 3.. ... ... ....� ... • - STA 3 +23 "� RT, HOQUTAM AVE :NE (SEE C.O.R. DETAIL NO.. BR -28) . . . . • STA 1 +02.61, SEWER - • RIIM= 422.89 I.L=411.76 (8" PVC, E,• N, S, W) INSTALL: 09. SEWER MH N0. 4 : .............. . ... ................ 0 .. .. .,. �. ..... ..... .............. .. ..:.- `.,,.i. ... ............................... .. . SEE -. CrO.R DETAIL•••NO...B -.28 .................; ................ ;................. ;..................: -425:0 . J( ). RIM= 421.95: . ;92� Lt 412.17 8" PVC, N . - EXISTING GRAD -- -� ... ............................ . .. ... .......... .....- -- ..... • .. .. .. ... -- ► ( I , 424:0. :J �. .. . 1 ... ... ....... .. ............�. __. ...._. ...... .....................�- - - I... ....... _............t... ....................... ..�..- ...... ...... 420:0..* .............. ....................................................................... • • ................ • 42 .. . ... .. . . .... • :i i i _ :I i PRROPOSE ' ! ' ' I CENTERLINE GRADE 1 ' •.a. ------- -------- -�........_ .... .........F.........,........... .............. ....... . _�--- ............. .............. :..... .............................. .................:..... .............:................. .................: 41.5:0- :r .I. - • � �• � -41.5: o- �� i N "� , VC NEW � EWER MAIN 9 .97 L.F. "8 PVC: NEW- SE-W R- MAIN 102.• 1 . L.�. `8 R S 1 144.52 L.F* NEW, 8 PV SEWER MAIN • S =0.004 T FT - _ �-V 04-031 . , . -. _ "0,:004 FT/FT S DATUA! E'LEV:; - -- - : lO.QO FT /FT ....... ......41Q:0.................... .................... 410.00 • • • J . _ . -. -..� -� ' n • f- 00 N C i) In It) O O Cr) oo ,_ ao r 0 O N o O p et � t M N NN N N N N N N N N j NCVN N 44- N It N d N N -I N N It N 0+:00 0+ 50 1 +00 � � 1 + 50 2 ±00 2+ 50 3+:00 : . . . . . . . . . ........................................................ ............. .•.••. .... • .... •••.•.•.•..-.• .............. . .......... ••..•-•.. ........ • ......... . .................. ......•..•....• .... ..•.... ............ ...••• ............. ....••.•••- ............... •..• ........ .... .............. .. .......................... . ........ .. 0..... .............. . ................................... •..w ................ .Oft ........•...•...•. 1.•••.. .••.•.•.........•......•••0.... ... NORTH SCALE: 1" = 20' Ww/p - 1�•�lll PROFILE SCALE:HORIZ. 1 " =20' VERT. 1 =5' GRAPHIC SCALE 20 0 10 20 40 ( IN FEE? ) I inch is 20 It. 0 N0. ENGINEER: JAEV10"ERN ENGINEERING PER CITY REVIEW 10 -7 -04 9419 SOUTH 204TH PLACE PER CITY REVIF:W 3 -4 -05 KENT, WA. 98031 5 -7 -05 PHONE N0. (253) 850 -0934 PER CITY REVIEW FAX N0. (253) 850 -0155 REW" By APPR. DATE RECOMMENDED FOR APPROVAL BY: DATE: DATE: DATE: DATE: CITY OF"' RENT'O1�T DEPARTMENT OF PUBLIC WORKS i• V ms V fiii%& pia / f/ • I TA 1+28.5"5' RT HOQUI IM AVE N $TA 1+28.5, SEWER I o INSTALL: I M EWER MH NO. 2 1 DESMMM. JJJ SEE C.O.R. DETAIL NO. BIB --28) 7/04 IM= 423.75 I .E.=411.37 (8" PVC, No S, I W) I FK.E HAW: dtAW►,• DBA 10 .00 -L9 1 0 2 +00 46.22 LF"8 "PVC SEWER S .004 FT FT I 9Z S=0.004 F I, HOQUIAM AVE. NE 21' I o° co 21' � TRACT A DRAINAGE W STA 2 +20.62 "5' RT, HOQUTAM AVE NE Z STA 2+15.62 HOQUTAM AVE NE STA 0 +93.97, SEWER -STA 6 +60.87 NE THIRD ST INSTALL: SEWER MH NO. 3 % .,, (SEE C.O.R. DETAIL NO. BR -28) RIM = 422.89 J9,99 r I.E.= 411.76 (8" PVC, E, No S, W) 3.00.00.06N o __. N 3+00 3+ .64 L.F. "NEW 8" PVC SAN. SEWER S =0.004 F _ SS MH STA 3 +23 "5' RT, HOQUTAM AVE NE STA 1+02.61, SEWER o INSTALL: � � � � SEWER MH N0. 4 3 ._REPLACEMENT. _ -- I „00,00.06N m L9 IE: �. ,oC'ss ,0 9Z ,00'98 (SEE C.O.R. DETAIL N0. BR -28 I o 0 +309 "420.00 I I I I RIM = 421.95 " I Z .� I I I �.�_-- 1- 8- f}'��E ---� IIW �-- I r- _-- _- - - - - -- I I __.- _ - - - -- I.E.= 412.17 (8 PVC, N) I i cQ ! h i ; SEWER I I I M ZI I I - I. I - I = 1 ,-,-T p _ WI- �--- -1 �' SEWER EASEMENT 1 I ° I - I N fl� I I I I C:o I 1 (7.5 EA LOT) I rl to 1 1 2 7 Z I FFE: I n t l WI I I I I Q o f i I ° I �, v > 1 1 1 321 I 1 O col I � � � � I 426.0 x o I I I Q I I I I I I I X; 1 I N t..__ - ---- - -``' w l l �I I L_- _------- - ----� I W I-- _____- _ -.-__� t �•sg I I I I I PLAN . > W SCALE: 1"=209 0 +779 420.00' 11' o f ! IX Q I i i = I 1 a. W I 28 18'-6" SIDE 1 100 I I ! 1 FFE: SEWER IIW I 1 PER CITY REVIEW 10 -7 -04 .. ........................................ .............................., ; 426.0 I 1 ! 3.� ,.................. ................... ................... ................... .................... . .................. . .................. : .................. ............ ........................................... ,.... ............................... ................ ................. LO STA 1 +25 SEWER : STA --0 +17.87 "� LT, HOQtJIAM AVE NE � � ( �- 1 � : _ : • „ II , STA 0 +00, SEWER ; 8 CLEAN OUT TO SURFACE I I I _ PER CITY OF RENTON DETAIL : EXISTING SEWER: MH N0. 1 I I I t I STA 1 +28.5 "5' R:T, HOQUTAM AVE NE . . . . .. : ..... ............................... ........... LID: 425.0 - ST A- .1f28.5;-- SEV&- R.............. ... ............................... ....--- ......... ................ ................ ...... ...........:..................................... ' ............... • ............... ............... RIM _ 42519 IE: 418.0 1 I INSTALS: I.E.=409.47 (24, � . EXIST. MAIN, W, OUT) CONNECT: NEW 8" PVC SEWER MAIN 2 9 1 +20, 419.00' 1p. SEWER • MH N0. 2: STA 2 +20.62 "5 RT, HOQUTAM AVE NE 18' -6" SIDE (SEE Q.O.R. DETAIL NO. BR --28) STA 2 +38.43, SEWER . I.E. = 410.80 (8 PVC, S) FFE: I I SEWER RIM = 423.75 INSTALL: ' .. �� .. .......... ............. - ......... -- .. ............... .•.. 4 ..... .... .. -.. .,.. ... .,. - -•• -f.F:= 41:1-:37--(8...PyC ;..{�; -5 ;• jlll} -SE•11VER- Iv�H•-i��3: 3.. ... ... ....� ... • - STA 3 +23 "� RT, HOQUTAM AVE :NE (SEE C.O.R. DETAIL NO.. BR -28) . . . . • STA 1 +02.61, SEWER - • RIIM= 422.89 I.L=411.76 (8" PVC, E,• N, S, W) INSTALL: 09. SEWER MH N0. 4 : .............. . ... ................ 0 .. .. .,. �. ..... ..... .............. .. ..:.- `.,,.i. ... ............................... .. . SEE -. CrO.R DETAIL•••NO...B -.28 .................; ................ ;................. ;..................: -425:0 . J( ). RIM= 421.95: . ;92� Lt 412.17 8" PVC, N . - EXISTING GRAD -- -� ... ............................ . .. ... .......... .....- -- ..... • .. .. .. ... -- ► ( I , 424:0. :J �. .. . 1 ... ... ....... .. ............�. __. ...._. ...... .....................�- - - I... ....... _............t... ....................... ..�..- ...... ...... 420:0..* .............. ....................................................................... • • ................ • 42 .. . ... .. . . .... • :i i i _ :I i PRROPOSE ' ! ' ' I CENTERLINE GRADE 1 ' •.a. ------- -------- -�........_ .... .........F.........,........... .............. ....... . _�--- ............. .............. :..... .............................. .................:..... .............:................. .................: 41.5:0- :r .I. - • � �• � -41.5: o- �� i N "� , VC NEW � EWER MAIN 9 .97 L.F. "8 PVC: NEW- SE-W R- MAIN 102.• 1 . L.�. `8 R S 1 144.52 L.F* NEW, 8 PV SEWER MAIN • S =0.004 T FT - _ �-V 04-031 . , . -. _ "0,:004 FT/FT S DATUA! E'LEV:; - -- - : lO.QO FT /FT ....... ......41Q:0.................... .................... 410.00 • • • J . _ . -. -..� -� ' n • f- 00 N C i) In It) O O Cr) oo ,_ ao r 0 O N o O p et � t M N NN N N N N N N N N j NCVN N 44- N It N d N N -I N N It N 0+:00 0+ 50 1 +00 � � 1 + 50 2 ±00 2+ 50 3+:00 : . . . . . . . . . ........................................................ ............. .•.••. .... • .... •••.•.•.•..-.• .............. . .......... ••..•-•.. ........ • ......... . .................. ......•..•....• .... ..•.... ............ ...••• ............. ....••.•••- ............... •..• ........ .... .............. .. .......................... . ........ .. 0..... .............. . ................................... •..w ................ .Oft ........•...•...•. 1.•••.. .••.•.•.........•......•••0.... ... NORTH SCALE: 1" = 20' Ww/p - 1�•�lll PROFILE SCALE:HORIZ. 1 " =20' VERT. 1 =5' GRAPHIC SCALE 20 0 10 20 40 ( IN FEE? ) I inch is 20 It. 0 N0. ENGINEER: JAEV10"ERN ENGINEERING PER CITY REVIEW 10 -7 -04 9419 SOUTH 204TH PLACE PER CITY REVIF:W 3 -4 -05 KENT, WA. 98031 5 -7 -05 PHONE N0. (253) 850 -0934 PER CITY REVIEW FAX N0. (253) 850 -0155 REW" By APPR. DATE RECOMMENDED FOR APPROVAL BY: DATE: DATE: DATE: DATE: CITY OF"' RENT'O1�T DEPARTMENT OF PUBLIC WORKS i• V ms V fiii%& pia / f/ • i v" SEVER PLAN AND PROFILE JERICHO PLAT DESMMM. JJJ DATE: 7/04 FK.E HAW: dtAW►,• DBA - CHECKED: iii SCALE: i * =20' F1EL0 eo0a: PAM: APPRMD: vqwe .d.l� . SLEET: 13 OF: 2 • 0 1 w W N W w I N 2 q W q IY o ►� a o v;i O e a b T O F� - 7 vi a 1 h cc K �z a v 0 � � c > z o N89'59 24"W H] 1 1 45.19' a 32 11 ff--ii o f w cn 1* FFE. ♦. Pq I FFE: N L V 1w w I 430.0 0 •o • 1(W on O ,o a ww Y 1 IW U) ♦ I 5 I '1 3 ~ � to to 00 �cp cr rn ♦' ♦, ♦ w o_ -- , 1♦ " - - - "" 1 - - - -- _- FFE: I I 424.0- - - - - -I - - 3 FFE: I 1 424.0 I H W �, I I T1 � rn , ', co 0o I 30 0 1 1_ 424.0 _! 1 Lj •i 10 N , �. 1 N cO ° I � w� V-) "_ w= af 00 15' PUBLIC^ ''Q .- 1 + w W � ©I' ,/� SEWER ESMT. 1 1 ' rf ' � r" cn 43.00' 47.00' w O r� r• % 1 a 1 h cc K �z a v 0 � � c > z o N89'59 24"W N 1 1 45.19' ------------------------ ♦ 32 _ I 001 12 1 r e C. w T ♦ FFE: I E I '`. w cn 1* FFE. ♦. Pq I FFE: N Immil imp i. x a 0 m z W Ir w z a a 5 or 0 z LOT 25 o FFE: 430.0 N89'59 24"W DRIVEWAY EASEMENT 1 1 45.19' ------------------------ ♦ 32 _ I 001 12 1 i 1 00 1 14 N STA t +15.62 HOQUTAM AVF ♦ FFE: I E I '`. w cn 1* FFE. ♦. Pq I FFE: N =STAI 6 +60.87 NE THIRD ST `` 428.0 I 1 t 1w w I 430.0 0 •o • 1(W on N ,o � +1 w 4 1 ww c° 1 IW U) ♦ I 5 I '1 s---- + ~ � to to 00 �cp cr rn ♦' ♦, ♦ w o_ -- , 1♦ " - - - "" 1 - - - -- _- FFE: I I 424.0- - - - - -I - - I I 001 31 1 FFE: I 1 424.0 I 35.00'0 �, I I I 'FFE: -_ I I I , ', co 0o I 30 0 1 1_ 424.0 _! 1 Lj 10 , �. 1 N cO ° I � w� V-) "_ w= af 00 15' PUBLIC^ ''Q .- 1 + w W � ©I' ,/� SEWER ESMT. 1 1 ' rf ' � r" cn 43.00' 47.00' w O r� r• % 1 `. - O �• 1� N N89•59'24 "W j ss H 113 LF "TPVC EWER S 0. 05 FT /FT OD z ,' 26 EASEMENT 3 PRIVATE ROAD •2 '� . N in '1 w _ 43.00' © W 47.00' o w z a a 5 or 0 z LOT 25 o FFE: 430.0 ' N F .87 6 +00 I w FFE: ' I i O 432.0 1 21 W ••}• \ N \ 50.•00' e 10 I ! I 1 1 - FFE: I_ 426. o I I Ito I I 11 ♦��,I ° ♦ I %m W >' of _ I 001 12 1 i 1 00 1 14 N STA t +15.62 HOQUTAM AVF ♦ FFE: I E I '`. w cn 1* FFE. ♦. Pq I FFE: N =STAI 6 +60.87 NE THIRD ST `` 428.0 I 1 t 1w w I 430.0 0 •o • 1(W ♦.O I oW I I l ♦, ., ,o � +1 w 4 1 ww 1 IW U) ♦ I 5 I '1 s---- + ~ � to to 00 �cp cr rn ♦' ♦, ♦ w o_ •o + I o' `'- I ��, O N I , .- cn 35.00'0 � 50.50' ♦.I ' N F .87 6 +00 I w FFE: ' I i O 432.0 1 21 W ••}• \ N \ 50.•00' e L Q 5 +00 - 4 +00 - ,, 1r NORTH MH` �' �. cry 275.79 L.F. "8 P VC N E W SANITARY TAR Y SE R MAIN S= O,.QOFT /FT �' Sp H I r j SCALE: 1" = 20' 1 N 88'22'11 " W cn 124.49' w o 50.00 50.00' - W :i PLAN �. p 1 0 O 1 c-I 0 0 0 q in ; �; • w i o SCALE: 1 "= 20' o in o u! cn' °z " '� STA 6 +65.875' LT, NE 3RD ST. - •`va- = co W' C o -' u!co ,,o w ��-! 0 W STA2 +50.62"5', RT, HOQUTAM AVE," NE I � _I 3 Wl o6 Li to _I STA 0 +00, SEWER ' ; T.B.R. - -._._ - , - ----� F - -- O•• r°�� --- --- --� �-` o �� - -� INSTALL: - I I + I I ILO STA 7 +73.87, NE THIRD STREET i + I I+ ! I I SEWER MH NQ: 3 v F I I N I I 1° STA 3 +8fi "5' LT, NE 3RD STREET STA 1+1'3, SEWER I -'o I I I I I I I (SEE C O.R. DETAIL NO. BR -28) FEE: 1 1 STA 2 +79.87, SEWER %, �IiNSTALL: I "' I I �� I I I ��. � RIM-- 4 C.O.R. ; I FFE: , -� I ,:� I , -1 . � ' 1 SEINER MH N0: 7 35' I I 3 I I 3 3 I 3 - 22 $g % 434.0 INSTALL. I.E. =a1 .76 (8" PVC, E, N, S, W) TR A,,C T A � I 431 60 N & 1 SEWER MH NO. 5 (54" FLAT TOP) I FF,�E: I o 1 FEE: I ° 1 FEE: I o ° r' 1 , a l I, o f I o f ETAIL N 0. BR- 28 SEE C.O.R. DETAIL NO BR -37 I 423.5 I ° I ° I ° . -'- DRAINAGE ,' N I g I' N 1 g 1 " I I SEE C.O.R. . ) ( ) 423. ao 423.5 ao o cp rn RIM= 419.50 I I o0 I co I co to 1 ; I ! I ! 1 RIM = 432.18 " ! I I.E -422 25 (8 PVC, E, W) I.E. = 412.33 (8" PVC, E) ! I ! ,� I I 1 °z --' -- ,% ,'' ! � ;� I I ,�' •-- • w -- T o O ................. .... ............................... ................ ...... ............................... ..................................... ................. .............. .. ... .. • - : . STA 6 +6587:5' LT, NE 3RD ST. . . . . 1 Ln . STA 2 +20.62"5' RT, HOQUIV4 AVE: NE 1 • STA 0 +00, SEINER 1 �- .................. ....................... .............:................. .. - ....:................. ...- - ...... ............._ ................ ......... :• �44�• ..... �........ 1NSTaLL: -- ....... .................:....................... .............;................. ........... ...............;..................................... ;.................. ;.................. :.................. :...i.W......• ... .-.-....-.....;........4.45...: SEWER MH N0: 3 � - 1 (n • (SEt C.O.R. DETAIL NO. 8R -28) I - . . . RIM= 422.89 . ' �► I W : .I cI.E.= 411.7fi ( 8' PVC E s M r S • W ) ch ... ................ ........ ... ............................... ................ --.......................................: -- ...............: ................ ....._ ............... .... ....... .. ...:.................. ............. ............ .................... ................ .... ................ ......44a • . • :CENTERLIN P i � PROPOSED GRADE w . • REET Z NE THIRD ST = 1 ' . ............. • . • ... • ........ _ ... • .......... • • .. • . ......... • ..... . • • . ... .... . ....... .... . .... .. ... • .. .... • . .... ... • .... .... • • ............ • . • • .. • .......... . • • ... • . .. X35 ... ............ .................................................................... ..--- .......................... -....... ............................... ....:.......................... ............................... -- ... .......... ..... �........ ... ................ . '. - - ... .. _ .. • ...... .... .... .......... _ ... . ........ . ... .... . . ..... . • .. ...... .. . ... .. ........ ................ ... • ........ .... . ' • . .. . . .. . . .... ........ ............... ..... . ....... .... .. .................... • r� •I .l - _�� 43fl• ... ........... ....................... .............:................. .............................................. ............................... .............:........ __......�.... -• -. ...I........ .................... _..�,..- •- ......1.......�- - --�.. _..::............ ........ 430...: rI • PROFILE EXISTING: GRADE : 1 .}- STA: 7 +73.87, NE THIRD :STREET :.......................... - - - - - - :STA. .1.+.13,:. SEWER. ... ............... .......................................... ............................... .............. - INSTALL: ,- ,� 1 07 SEWER MH :N 0. 7 2.009 • (54`9 FLAT JOP J _ - --:- -- - - (S�-E C.O.R. DETAIL N0. BR --37) - - 4..................................... ........ ... _....•. -. •R-11N 49:54 �...- ........ ..�...........�.........,.. ........ ... ................. ..... .. .............. ... �p.4... _ ..................: 420LL • -r �I S I.E.= 412.33 (8" PVC, E) E SEWER M : 1 STA :3 +86 "5 LT, NE 3RD: STREET STA 2 +79.87, $EWER � L.F. 1 • : : _ .279.$ INSTALL: 1 • SEW -R MH N0. :5 .............................................. ..........................:.... ... ................................... .............:................. ...... 1 -415 i .................... ..�................. _ ...:.................:.... .........�..................... .................... .............:.- •..... ...... .......................... ...........................:... ( SEE C.4.R..D7,AlL N0� .- BR- -28) • -�= ~� , RIM = 432.18 . 113 :LF "NEW 8': PVC SEWER MAIN 5 =0.005 Ffi FT / 1 I.E. =421.39 (8 : PVC, E, W) ...................:..................:............ ........................:..... 410......;..................:............................................................ ............................... ............ . • �Ary �v .41.0... 410,00 0 to 0) 04 M 00 h O CII 00 A n n ao a) (14 too u') N C4 04 04 on • � Q% �O �ir- : N Od N N N N N:I� N rj t � : qt qt • .................. ................... ................... ................... ................... 1........... ••••.•.. .................. . ........... .......I .................. •.................. I .................. ' ........... I .................. 1 ............. • ... • 1 GRAPHIC SCALE 20 0 10 20 40 dZ I OV Wt* a 60 1 lb dt", ( iN M7ET ) 1 inch • E0 ft. 1, do r 6+50 6 + 00 5+50 5+00 4+50 4+00 RECOMMENDED FOR APPROVAL PROFILE n HORIZ. 1 = 20' BY: DATE. tJ w s Jq�. c SCALE: VERT. 1 = 5' ,Q�r,,R F - ENGINEER: 8Y: DATE: 80 6Y: DATE: 1 PER CITY REVIEW 10 -7 -04 '�5 2 PER CITY REVIEW 3 -4 -05 BY: DATE: ` �� 3 PER CITY REVIEW 5 -7 -05 DPIRES: 31 2006 No. REM" BY APPR. DATE r JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA 98031 PHONE NO (253) 850 -0934 FAX N0. (253) 850 -0155 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SERER PLAN AND PROFILE 19R[C.90 PLAT DESIGWD: Imi DAlt: 7/04 FILE NAME: DRAWN: D8A CHECKED, SCALE: _ SCALE: 1 " =20' FIELD 9001c: PACE: JL APPROVM: e..e,a. .._� .�. 90EET: 14 OP: 21 C CO) ; r' -- ?J?/009 I 0 M•• V r W > 1 N r• �JJ W� I 4 4 1 1 . i 1 00 1 14 N 1 W i�o i Pq I FFE: N 10 1 434.0 N 1w o 1(W 1 I 1 IW Iz 50.00' 1:3 s---- + " L Q 5 +00 - 4 +00 - ,, 1r NORTH MH` �' �. cry 275.79 L.F. "8 P VC N E W SANITARY TAR Y SE R MAIN S= O,.QOFT /FT �' Sp H I r j SCALE: 1" = 20' 1 N 88'22'11 " W cn 124.49' w o 50.00 50.00' - W :i PLAN �. p 1 0 O 1 c-I 0 0 0 q in ; �; • w i o SCALE: 1 "= 20' o in o u! cn' °z " '� STA 6 +65.875' LT, NE 3RD ST. - •`va- = co W' C o -' u!co ,,o w ��-! 0 W STA2 +50.62"5', RT, HOQUTAM AVE," NE I � _I 3 Wl o6 Li to _I STA 0 +00, SEWER ' ; T.B.R. - -._._ - , - ----� F - -- O•• r°�� --- --- --� �-` o �� - -� INSTALL: - I I + I I ILO STA 7 +73.87, NE THIRD STREET i + I I+ ! I I SEWER MH NQ: 3 v F I I N I I 1° STA 3 +8fi "5' LT, NE 3RD STREET STA 1+1'3, SEWER I -'o I I I I I I I (SEE C O.R. DETAIL NO. BR -28) FEE: 1 1 STA 2 +79.87, SEWER %, �IiNSTALL: I "' I I �� I I I ��. � RIM-- 4 C.O.R. ; I FFE: , -� I ,:� I , -1 . � ' 1 SEINER MH N0: 7 35' I I 3 I I 3 3 I 3 - 22 $g % 434.0 INSTALL. I.E. =a1 .76 (8" PVC, E, N, S, W) TR A,,C T A � I 431 60 N & 1 SEWER MH NO. 5 (54" FLAT TOP) I FF,�E: I o 1 FEE: I ° 1 FEE: I o ° r' 1 , a l I, o f I o f ETAIL N 0. BR- 28 SEE C.O.R. DETAIL NO BR -37 I 423.5 I ° I ° I ° . -'- DRAINAGE ,' N I g I' N 1 g 1 " I I SEE C.O.R. . ) ( ) 423. ao 423.5 ao o cp rn RIM= 419.50 I I o0 I co I co to 1 ; I ! I ! 1 RIM = 432.18 " ! I I.E -422 25 (8 PVC, E, W) I.E. = 412.33 (8" PVC, E) ! I ! ,� I I 1 °z --' -- ,% ,'' ! � ;� I I ,�' •-- • w -- T o O ................. .... ............................... ................ ...... ............................... ..................................... ................. .............. .. ... .. • - : . STA 6 +6587:5' LT, NE 3RD ST. . . . . 1 Ln . STA 2 +20.62"5' RT, HOQUIV4 AVE: NE 1 • STA 0 +00, SEINER 1 �- .................. ....................... .............:................. .. - ....:................. ...- - ...... ............._ ................ ......... :• �44�• ..... �........ 1NSTaLL: -- ....... .................:....................... .............;................. ........... ...............;..................................... ;.................. ;.................. :.................. :...i.W......• ... .-.-....-.....;........4.45...: SEWER MH N0: 3 � - 1 (n • (SEt C.O.R. DETAIL NO. 8R -28) I - . . . RIM= 422.89 . ' �► I W : .I cI.E.= 411.7fi ( 8' PVC E s M r S • W ) ch ... ................ ........ ... ............................... ................ --.......................................: -- ...............: ................ ....._ ............... .... ....... .. ...:.................. ............. ............ .................... ................ .... ................ ......44a • . • :CENTERLIN P i � PROPOSED GRADE w . • REET Z NE THIRD ST = 1 ' . ............. • . • ... • ........ _ ... • .......... • • .. • . ......... • ..... . • • . ... .... . ....... .... . .... .. ... • .. .... • . .... ... • .... .... • • ............ • . • • .. • .......... . • • ... • . .. X35 ... ............ .................................................................... ..--- .......................... -....... ............................... ....:.......................... ............................... -- ... .......... ..... �........ ... ................ . '. - - ... .. _ .. • ...... .... .... .......... _ ... . ........ . ... .... . . ..... . • .. ...... .. . ... .. ........ ................ ... • ........ .... . ' • . .. . . .. . . .... ........ ............... ..... . ....... .... .. .................... • r� •I .l - _�� 43fl• ... ........... ....................... .............:................. .............................................. ............................... .............:........ __......�.... -• -. ...I........ .................... _..�,..- •- ......1.......�- - --�.. _..::............ ........ 430...: rI • PROFILE EXISTING: GRADE : 1 .}- STA: 7 +73.87, NE THIRD :STREET :.......................... - - - - - - :STA. .1.+.13,:. SEWER. ... ............... .......................................... ............................... .............. - INSTALL: ,- ,� 1 07 SEWER MH :N 0. 7 2.009 • (54`9 FLAT JOP J _ - --:- -- - - (S�-E C.O.R. DETAIL N0. BR --37) - - 4..................................... ........ ... _....•. -. •R-11N 49:54 �...- ........ ..�...........�.........,.. ........ ... ................. ..... .. .............. ... �p.4... _ ..................: 420LL • -r �I S I.E.= 412.33 (8" PVC, E) E SEWER M : 1 STA :3 +86 "5 LT, NE 3RD: STREET STA 2 +79.87, $EWER � L.F. 1 • : : _ .279.$ INSTALL: 1 • SEW -R MH N0. :5 .............................................. ..........................:.... ... ................................... .............:................. ...... 1 -415 i .................... ..�................. _ ...:.................:.... .........�..................... .................... .............:.- •..... ...... .......................... ...........................:... ( SEE C.4.R..D7,AlL N0� .- BR- -28) • -�= ~� , RIM = 432.18 . 113 :LF "NEW 8': PVC SEWER MAIN 5 =0.005 Ffi FT / 1 I.E. =421.39 (8 : PVC, E, W) ...................:..................:............ ........................:..... 410......;..................:............................................................ ............................... ............ . • �Ary �v .41.0... 410,00 0 to 0) 04 M 00 h O CII 00 A n n ao a) (14 too u') N C4 04 04 on • � Q% �O �ir- : N Od N N N N N:I� N rj t � : qt qt • .................. ................... ................... ................... ................... 1........... ••••.•.. .................. . ........... .......I .................. •.................. I .................. ' ........... I .................. 1 ............. • ... • 1 GRAPHIC SCALE 20 0 10 20 40 dZ I OV Wt* a 60 1 lb dt", ( iN M7ET ) 1 inch • E0 ft. 1, do r 6+50 6 + 00 5+50 5+00 4+50 4+00 RECOMMENDED FOR APPROVAL PROFILE n HORIZ. 1 = 20' BY: DATE. tJ w s Jq�. c SCALE: VERT. 1 = 5' ,Q�r,,R F - ENGINEER: 8Y: DATE: 80 6Y: DATE: 1 PER CITY REVIEW 10 -7 -04 '�5 2 PER CITY REVIEW 3 -4 -05 BY: DATE: ` �� 3 PER CITY REVIEW 5 -7 -05 DPIRES: 31 2006 No. REM" BY APPR. DATE r JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA 98031 PHONE NO (253) 850 -0934 FAX N0. (253) 850 -0155 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SERER PLAN AND PROFILE 19R[C.90 PLAT DESIGWD: Imi DAlt: 7/04 FILE NAME: DRAWN: D8A CHECKED, SCALE: _ SCALE: 1 " =20' FIELD 9001c: PACE: JL APPROVM: e..e,a. .._� .�. 90EET: 14 OP: 21 C CO) ; r' -- ?J?/009 I 0 M•• V r W > 1 N r• �JJ W� I 4 4 z cv 0 2 w A * W In o Sao v=i O e a Emm A a �w a C T a pi t Q � V C L` N a � r O FFE: s N -' u z CL FFE: Oo m I 7 v 7 G �I a I rn 1 0 QI 3 N w M �• I I 1 15 ' r I I rnl I I I 18 U co I 17 M I FFE: I w o o 4� lil H W � WOO *C14 w .0 I 1 FFE: 440.0 F FE : I 1 I ° 438.0 ° 1 0 w ° w o Y N + I O M O v) M O 50.00 , a C T a pi t Q � V C L` N a � r O FFE: s N -' u 438.0 FFE: I 7 v 7 G �I I t l I rn 1 1 w 10 QI 3 N w M �• I I 1 15 ' r I I rnl I I I 18 wo n co I 0 M �0� W cr d- 1 N w 3 +00 2 +00 312 L.F.N8 PVC NJ S I ARY SEWER MAIN S =0.03 FT FT uj w . 3RD STREET NE , 22 o 21 FFE: 0 FFE: 440.0 .=¢ �- 440.0 0 I w� I �I 1 °1 1 Qom' I I I 19 10 ; p 1 I 3 2 I i FFE: �-nV) I - FFE: j I 442.0 I w O 442.0 O w l 0 I c4 9 w i •O I fi00cn o c° ------ --___J I I c0 �0 cv 1 J c0 ow c0 00 wl -I wI � + O w N 64.00' L � � N 43.81 �- N N 1 +p0 SS MH Z o "I vW C6 0 i IN ao i Nt NORTH SCALE: 1" = 20' PLAN SCALE: 1" = 20' 560.90 ul) 50.00' 50.00' o 0 50.00' 50.00 o 50 00' 50.00' o 0 036.41' o 0 0 0 0 �, �o �� o STA 2 +15.43 JERICHO AVENUE NE U;o N _ L;� w� --=� _Mw LJM z 0 +00 NE THIRD STREET _ _ � n w � �i STA 3+ 2, SEWER to -_ -- __....._- - - - - - -- I ° __ INSTALL:-- I Lo Z- - - -__- .__._� (�--- - - ---- rn� I of N - -- ----- LL: - -- �NCii in c� -' I I + N + I I ± N N SEWER H N0. 6 N I N 4n + c N �- I (SEE C.O.R. DETAIL N BR -28) M I • v I I I I I I I R I•= 440.13 I I I Q I I I I I I I I I.E. 431.69 (8 PVC, W) I ( ( _ I ( - I I I I I I 1 I I 5' ADDITIONAL R.O.W. TO BE 7 I o f I o f I o f I a l I. o f I o f I I I DEDICATED TO CITY OF RENTON I N I 6 I N I cJ I N 1 4 1 N 1 3 I° N I 2 I N I FFE: I w � UPON RECORDING OF SHORT PLAT FFE: I °' I I °' I I °' I I °' I I o, I 1 °' 1 442.0 1 1 434.0 I 1 FFE: 1 1 FFE: I 1 FFE. i I FFE. 1 o I FFE: I I 1 . I i 436.0 I 1 438.0 1 I 438.0 I I 440.0 I Z 1 442.0 I 1 I I N w 0 O z 0 ............... ................ .................•..................•..... ............................... ................ ................ ... ....... - - -.. ...... ............................... ................. ................ ................ ................ ...... ........... .................. EXISTING GRADE CENTERLINE OF: NE THIRD :STREET PROPOSED GRADE CENTERLINE OF NE THIRD STREET = - .............. .... ............................. ....._.........:..................:...... ............ .................. .............. ............... .- .. ....... -- .... ................ .....-- •- •...... ................ ...............; 445 ' �- -445 3.00 ; : : : : : : : 2 .a0/O . .440 - �' _ ��... -- -�- -440 , , • r ,rte w� �� i _ �� .*... w �� . � • ; . . w ..r .. ... .. ...... .... .... ........ .......... ... .... .... ......... ........ ......... .... ........ ....... ...... .- ..�... rr•a .. .. i...... ...... .•rs - ....... .. .... .. .. .. .. ... ........... ........ ... .... .... ... ......... ........ ..... ............ 435.. .w..I. .,.. ..,. .. - -- ,._.. ... _ = . - - -- .. ..... ...... ..... ....... ,..;. ... ...............Z ..............:............. ..435. ... •; W 0. = i ...... .. ... ........•-- ...... ......• ... ....... .... ........... ... ... - - - -... ... ...... ......... -- ........ . - - -... .. ..... ........... - -. ....... .. .... ..... .. ........ ... ... ........ ... 430----: .................. ............ -- ..... -- - .......... .430 . ' T . I FT ..� ....... � � . .. ..: 4?310S ® 0.033 • IN . . - w, SEWER M A - : --� NE . � 312h..F.^.S � z� J i � i .. ................ .. ..... .... .... .. .. ... ... ...... •.. .. -••.. .. •.... ........... .. r_.. ...•.... ..... ... .... .... ........ ... ....• ....••. .. .. •...••.. .. ... .. .. .. • ...• .. .............. ....... ............................................ .......... ... ... .....• •.... • •...• -... ..•...•.. .. •... .. .... .... ..... ....•....•. -425 ,. .r. .. .. ... .....� .................:.... .................. -�q..O- �- �4�5•; •L•:�;..NE -3RD•-r�T- .. ..: .�;. .. ... ..q,�r�. + + ? STA :3 +12, SE *R Z! •e= : ? j INSTALL. L) �-- i SEWER MH NOi 6 � 01 : (SSE C.O.R. DETAIL NO. BR --28) 01 420. ................... .. ...................... ..................... ......- - -- ...... .. .. - - - - -.. ........- ... ............ ......... ............................... ........................... ............................... ..�. 'r' 1R1M�= 4401.3. .. .,. .,. . o � -420' • .E.= 431:69 8" PVC, W F . ............................. ..............:................ ................ ..................... ............... .........:..................... . . ...... .. . . •. .�. �- .. • .� .. ............ �... ....•••.. •.. .w. ..... ... ...•......... ►... ..............•.....•...... ••...•...�. . ............ ... • .. ........• .••......••..••..•....-.•... ••....•.•...........•.......... •.................... .... .............•. ...... ........• . '41�5� ,• � t •. . 1 - ( - :... ...............:...4,•1 O........:............... DATUM E'LEV .............. .....,4.1.0.... ................ . ...............:............... . . 410.00 0 cv 0) �p o �•rp It v► n o 00 o .................. :. .:. .:. .:. .:. .: 3+50 3+00 2+50 2+00 1+50 1 + 00 0+50 0+00 RECOMMENDED FOR APPROVAL GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 Inch a 20 fl. izi* .► •. BY: DATE: BY: BY: BY: DATE: DATE: DATE: ROLL 20 1 PROFILE SCALE: HORIZ. 1 = 20' VERT. 1 = 5 1 PER CIT{ REVIEW 10 -7 -04 2 PER CITY REVIEW 3 -4 -05 3 PER CITY REVIEW 5 --7 -05 Mo. I REVI" sY APPR. DATE � r• LUA 04 -031 ENGINEER: 017.2 JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA 98031 PHONE NO (253) 850 -0934 FAX N0. (253) 850 -0155 CITY OF' RE1*%T'TON DEPARTMENT OF PUBLIC WORKS NE 3RD ST SEIIL'R PLAN AND PROFILE JERICHO PLAT KSMNM- J16Y -- DAM 7/04 FRI NWE: DRAWN: DBA wcaKm +u 10=20' �' .a. APPROVED: IS a' 21 0 i 4 v r w N N U c.� G� 4 FFE: 24 438.0 FFE: I 43o. 1 I �I I t l I rn 1 1 w 10 QI 3 N w M �• I I 1 15 ' r I I rnl I I I 18 w 16 co I 17 N I FFE: I w o o 4� lil 1 0 w I O 436.0 I Ni I + w o WOO *C14 w .0 I 1 FFE: 440.0 F FE : I 1 I ° 438.0 ° 1 0 w ° w o N + I O M O v) M O 50.00 , d- 1 N w 3 +00 2 +00 312 L.F.N8 PVC NJ S I ARY SEWER MAIN S =0.03 FT FT uj w . 3RD STREET NE , 22 o 21 FFE: 0 FFE: 440.0 .=¢ �- 440.0 0 I w� I �I 1 °1 1 Qom' I I I 19 10 ; p 1 I 3 2 I i FFE: �-nV) I - FFE: j I 442.0 I w O 442.0 O w l 0 I c4 9 w i •O I fi00cn o c° ------ --___J I I c0 �0 cv 1 J c0 ow c0 00 wl -I wI � + O w N 64.00' L � � N 43.81 �- N N 1 +p0 SS MH Z o "I vW C6 0 i IN ao i Nt NORTH SCALE: 1" = 20' PLAN SCALE: 1" = 20' 560.90 ul) 50.00' 50.00' o 0 50.00' 50.00 o 50 00' 50.00' o 0 036.41' o 0 0 0 0 �, �o �� o STA 2 +15.43 JERICHO AVENUE NE U;o N _ L;� w� --=� _Mw LJM z 0 +00 NE THIRD STREET _ _ � n w � �i STA 3+ 2, SEWER to -_ -- __....._- - - - - - -- I ° __ INSTALL:-- I Lo Z- - - -__- .__._� (�--- - - ---- rn� I of N - -- ----- LL: - -- �NCii in c� -' I I + N + I I ± N N SEWER H N0. 6 N I N 4n + c N �- I (SEE C.O.R. DETAIL N BR -28) M I • v I I I I I I I R I•= 440.13 I I I Q I I I I I I I I I.E. 431.69 (8 PVC, W) I ( ( _ I ( - I I I I I I 1 I I 5' ADDITIONAL R.O.W. TO BE 7 I o f I o f I o f I a l I. o f I o f I I I DEDICATED TO CITY OF RENTON I N I 6 I N I cJ I N 1 4 1 N 1 3 I° N I 2 I N I FFE: I w � UPON RECORDING OF SHORT PLAT FFE: I °' I I °' I I °' I I °' I I o, I 1 °' 1 442.0 1 1 434.0 I 1 FFE: 1 1 FFE: I 1 FFE. i I FFE. 1 o I FFE: I I 1 . I i 436.0 I 1 438.0 1 I 438.0 I I 440.0 I Z 1 442.0 I 1 I I N w 0 O z 0 ............... ................ .................•..................•..... ............................... ................ ................ ... ....... - - -.. ...... ............................... ................. ................ ................ ................ ...... ........... .................. EXISTING GRADE CENTERLINE OF: NE THIRD :STREET PROPOSED GRADE CENTERLINE OF NE THIRD STREET = - .............. .... ............................. ....._.........:..................:...... ............ .................. .............. ............... .- .. ....... -- .... ................ .....-- •- •...... ................ ...............; 445 ' �- -445 3.00 ; : : : : : : : 2 .a0/O . .440 - �' _ ��... -- -�- -440 , , • r ,rte w� �� i _ �� .*... w �� . � • ; . . w ..r .. ... .. ...... .... .... ........ .......... ... .... .... ......... ........ ......... .... ........ ....... ...... .- ..�... rr•a .. .. i...... ...... .•rs - ....... .. .... .. .. .. .. ... ........... ........ ... .... .... ... ......... ........ ..... ............ 435.. .w..I. .,.. ..,. .. - -- ,._.. ... _ = . - - -- .. ..... ...... ..... ....... ,..;. ... ...............Z ..............:............. ..435. ... •; W 0. = i ...... .. ... ........•-- ...... ......• ... ....... .... ........... ... ... - - - -... ... ...... ......... -- ........ . - - -... .. ..... ........... - -. ....... .. .... ..... .. ........ ... ... ........ ... 430----: .................. ............ -- ..... -- - .......... .430 . ' T . I FT ..� ....... � � . .. ..: 4?310S ® 0.033 • IN . . - w, SEWER M A - : --� NE . � 312h..F.^.S � z� J i � i .. ................ .. ..... .... .... .. .. ... ... ...... •.. .. -••.. .. •.... ........... .. r_.. ...•.... ..... ... .... .... ........ ... ....• ....••. .. .. •...••.. .. ... .. .. .. • ...• .. .............. ....... ............................................ .......... ... ... .....• •.... • •...• -... ..•...•.. .. •... .. .... .... ..... ....•....•. -425 ,. .r. .. .. ... .....� .................:.... .................. -�q..O- �- �4�5•; •L•:�;..NE -3RD•-r�T- .. ..: .�;. .. ... ..q,�r�. + + ? STA :3 +12, SE *R Z! •e= : ? j INSTALL. L) �-- i SEWER MH NOi 6 � 01 : (SSE C.O.R. DETAIL NO. BR --28) 01 420. ................... .. ...................... ..................... ......- - -- ...... .. .. - - - - -.. ........- ... ............ ......... ............................... ........................... ............................... ..�. 'r' 1R1M�= 4401.3. .. .,. .,. . o � -420' • .E.= 431:69 8" PVC, W F . ............................. ..............:................ ................ ..................... ............... .........:..................... . . ...... .. . . •. .�. �- .. • .� .. ............ �... ....•••.. •.. .w. ..... ... ...•......... ►... ..............•.....•...... ••...•...�. . ............ ... • .. ........• .••......••..••..•....-.•... ••....•.•...........•.......... •.................... .... .............•. ...... ........• . '41�5� ,• � t •. . 1 - ( - :... ...............:...4,•1 O........:............... DATUM E'LEV .............. .....,4.1.0.... ................ . ...............:............... . . 410.00 0 cv 0) �p o �•rp It v► n o 00 o .................. :. .:. .:. .:. .:. .: 3+50 3+00 2+50 2+00 1+50 1 + 00 0+50 0+00 RECOMMENDED FOR APPROVAL GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 Inch a 20 fl. izi* .► •. BY: DATE: BY: BY: BY: DATE: DATE: DATE: ROLL 20 1 PROFILE SCALE: HORIZ. 1 = 20' VERT. 1 = 5 1 PER CIT{ REVIEW 10 -7 -04 2 PER CITY REVIEW 3 -4 -05 3 PER CITY REVIEW 5 --7 -05 Mo. I REVI" sY APPR. DATE � r• LUA 04 -031 ENGINEER: 017.2 JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA 98031 PHONE NO (253) 850 -0934 FAX N0. (253) 850 -0155 CITY OF' RE1*%T'TON DEPARTMENT OF PUBLIC WORKS NE 3RD ST SEIIL'R PLAN AND PROFILE JERICHO PLAT KSMNM- J16Y -- DAM 7/04 FRI NWE: DRAWN: DBA wcaKm +u 10=20' �' .a. APPROVED: IS a' 21 0 i 4 v r w N N U c.� G� 4 FFE: 438.0 1° 1 I �I I I I I � QI 3 N w M �• I I �I rn1 I I I rnl I I I 18 w 16 I I 17 I I I 00 a 0 U) + FFE. I 1 FFE: 440.0 F FE : I 1 � ° 438.0 ° 1 0 w ° w o .o I v) wro .. OI Inj c0 nj r7 C. t0 0: I ' 59.00' + r ., w + '- 50.00' N w + c0 50.00' N d- 1 N w 3 +00 2 +00 312 L.F.N8 PVC NJ S I ARY SEWER MAIN S =0.03 FT FT uj w . 3RD STREET NE , 22 o 21 FFE: 0 FFE: 440.0 .=¢ �- 440.0 0 I w� I �I 1 °1 1 Qom' I I I 19 10 ; p 1 I 3 2 I i FFE: �-nV) I - FFE: j I 442.0 I w O 442.0 O w l 0 I c4 9 w i •O I fi00cn o c° ------ --___J I I c0 �0 cv 1 J c0 ow c0 00 wl -I wI � + O w N 64.00' L � � N 43.81 �- N N 1 +p0 SS MH Z o "I vW C6 0 i IN ao i Nt NORTH SCALE: 1" = 20' PLAN SCALE: 1" = 20' 560.90 ul) 50.00' 50.00' o 0 50.00' 50.00 o 50 00' 50.00' o 0 036.41' o 0 0 0 0 �, �o �� o STA 2 +15.43 JERICHO AVENUE NE U;o N _ L;� w� --=� _Mw LJM z 0 +00 NE THIRD STREET _ _ � n w � �i STA 3+ 2, SEWER to -_ -- __....._- - - - - - -- I ° __ INSTALL:-- I Lo Z- - - -__- .__._� (�--- - - ---- rn� I of N - -- ----- LL: - -- �NCii in c� -' I I + N + I I ± N N SEWER H N0. 6 N I N 4n + c N �- I (SEE C.O.R. DETAIL N BR -28) M I • v I I I I I I I R I•= 440.13 I I I Q I I I I I I I I I.E. 431.69 (8 PVC, W) I ( ( _ I ( - I I I I I I 1 I I 5' ADDITIONAL R.O.W. TO BE 7 I o f I o f I o f I a l I. o f I o f I I I DEDICATED TO CITY OF RENTON I N I 6 I N I cJ I N 1 4 1 N 1 3 I° N I 2 I N I FFE: I w � UPON RECORDING OF SHORT PLAT FFE: I °' I I °' I I °' I I °' I I o, I 1 °' 1 442.0 1 1 434.0 I 1 FFE: 1 1 FFE: I 1 FFE. i I FFE. 1 o I FFE: I I 1 . I i 436.0 I 1 438.0 1 I 438.0 I I 440.0 I Z 1 442.0 I 1 I I N w 0 O z 0 ............... ................ .................•..................•..... ............................... ................ ................ ... ....... - - -.. ...... ............................... ................. ................ ................ ................ ...... ........... .................. EXISTING GRADE CENTERLINE OF: NE THIRD :STREET PROPOSED GRADE CENTERLINE OF NE THIRD STREET = - .............. .... ............................. ....._.........:..................:...... ............ .................. .............. ............... .- .. ....... -- .... ................ .....-- •- •...... ................ ...............; 445 ' �- -445 3.00 ; : : : : : : : 2 .a0/O . .440 - �' _ ��... -- -�- -440 , , • r ,rte w� �� i _ �� .*... w �� . � • ; . . w ..r .. ... .. ...... .... .... ........ .......... ... .... .... ......... ........ ......... .... ........ ....... ...... .- ..�... rr•a .. .. i...... ...... .•rs - ....... .. .... .. .. .. .. ... ........... ........ ... .... .... ... ......... ........ ..... ............ 435.. .w..I. .,.. ..,. .. - -- ,._.. ... _ = . - - -- .. ..... ...... ..... ....... ,..;. ... ...............Z ..............:............. ..435. ... •; W 0. = i ...... .. ... ........•-- ...... ......• ... ....... .... ........... ... ... - - - -... ... ...... ......... -- ........ . - - -... .. ..... ........... - -. ....... .. .... ..... .. ........ ... ... ........ ... 430----: .................. ............ -- ..... -- - .......... .430 . ' T . I FT ..� ....... � � . .. ..: 4?310S ® 0.033 • IN . . - w, SEWER M A - : --� NE . � 312h..F.^.S � z� J i � i .. ................ .. ..... .... .... .. .. ... ... ...... •.. .. -••.. .. •.... ........... .. r_.. ...•.... ..... ... .... .... ........ ... ....• ....••. .. .. •...••.. .. ... .. .. .. • ...• .. .............. ....... ............................................ .......... ... ... .....• •.... • •...• -... ..•...•.. .. •... .. .... .... ..... ....•....•. -425 ,. .r. .. .. ... .....� .................:.... .................. -�q..O- �- �4�5•; •L•:�;..NE -3RD•-r�T- .. ..: .�;. .. ... ..q,�r�. + + ? STA :3 +12, SE *R Z! •e= : ? j INSTALL. L) �-- i SEWER MH NOi 6 � 01 : (SSE C.O.R. DETAIL NO. BR --28) 01 420. ................... .. ...................... ..................... ......- - -- ...... .. .. - - - - -.. ........- ... ............ ......... ............................... ........................... ............................... ..�. 'r' 1R1M�= 4401.3. .. .,. .,. . o � -420' • .E.= 431:69 8" PVC, W F . ............................. ..............:................ ................ ..................... ............... .........:..................... . . ...... .. . . •. .�. �- .. • .� .. ............ �... ....•••.. •.. .w. ..... ... ...•......... ►... ..............•.....•...... ••...•...�. . ............ ... • .. ........• .••......••..••..•....-.•... ••....•.•...........•.......... •.................... .... .............•. ...... ........• . '41�5� ,• � t •. . 1 - ( - :... ...............:...4,•1 O........:............... DATUM E'LEV .............. .....,4.1.0.... ................ . ...............:............... . . 410.00 0 cv 0) �p o �•rp It v► n o 00 o .................. :. .:. .:. .:. .:. .: 3+50 3+00 2+50 2+00 1+50 1 + 00 0+50 0+00 RECOMMENDED FOR APPROVAL GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 Inch a 20 fl. izi* .► •. BY: DATE: BY: BY: BY: DATE: DATE: DATE: ROLL 20 1 PROFILE SCALE: HORIZ. 1 = 20' VERT. 1 = 5 1 PER CIT{ REVIEW 10 -7 -04 2 PER CITY REVIEW 3 -4 -05 3 PER CITY REVIEW 5 --7 -05 Mo. I REVI" sY APPR. DATE � r• LUA 04 -031 ENGINEER: 017.2 JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA 98031 PHONE NO (253) 850 -0934 FAX N0. (253) 850 -0155 CITY OF' RE1*%T'TON DEPARTMENT OF PUBLIC WORKS NE 3RD ST SEIIL'R PLAN AND PROFILE JERICHO PLAT KSMNM- J16Y -- DAM 7/04 FRI NWE: DRAWN: DBA wcaKm +u 10=20' �' .a. APPROVED: IS a' 21 0 i 4 v r w N N U c.� G� 4 w- ----- - - - - -- ---------- ------------- ------- w - - - - -- -- - - - - -- --- k�"IAfER - - -o --- w - - - -- FOG LINE STA 2 +25.39' -Cr LT STA 0 +00 J C 0 AVENUE NE STA,-2'+'25-39' LT INSTALL: STA 0+51.58-33' LT = STA 0 +00, -tom F URTH STREET - 4 N I 9 LT ,4INSTALL: CATCH BASIN NO. 16 -TYPE 1 INSTALL: 0 o INSTALL STA 0 +12.38 TO STA 8 +25.10-29' LT CURB INLET CURB INLET NO. 17A STA oNSrs0- 5��' LT o x 1 _ -(SEE C.O.R. - DETAIL N0 --�01) - -- s H o - - - - -- - - --- - - - - -� - - -- _ XL�I_ RNAI�Z -� fl�1PER 9 QN� - -------------- - - - - -- - - - -- - -- - - - - -- - RIM- 4@4- "- (tflCKrN�. 50ttD- - - - -- -- - - ATCH -B -- - 1 - - - -- - �--- EX-44" -SAN :KWER - - - -- F ..< w I jPER -CIi1 SSD B -26j EX 24" SAN SEW" REMOVE WASTE ASPHALT SOUTH OF SAW CUT RIMS a34L s RIM =aas efi+3�j 12 AS! }0. 17-TYPE o w N RIM= '�vl.'7'% I.E. = �195'94i>,. °CPEP, E, W) 30 la a a o N I I.E.4 ("„ CP ,S) I,E =tom CPEP, N) L LE. T :� ($"I CPEP, S) (SEE C.O.R. �bTAI N0. B -Ol) o j I• 7TA: 4 +00 N88'2t'17 "W 660.68 00 � +00 I.E. 32.36 1 EP, W) 0 +00 } _ EXIST. CB STA 4 +2539' LT V L + ADJUST RI ADE, CATCH BASIN NO. 15 -TYPE 1 bRN ` NE SCI E EMSTING CONC. I o INSTALL S0 In (SEE C.O.R. DETAIL N0. B- Ot)�RIE� ------------------ ------------- ---- ------ - - - - -- o------------------- - - - - -- - -- - RAND GUT ER - -- -- --- ----- - -- - - - - -- - - - -- - � �---- -- - - - -- -- - - - - -- - - t8EI4tNfsttD - - -- RNE gRIPE - -- -- -- - -- s U o -- -- NE 4TH STREET CB #17 1.E.=4P43 -(12" CPEP, W)k L �i ='}u00 iN M a EDGE EXIST. PAVEMENT M EXIS I I.E. 38-i 1 PEP.N _ - REhiOVE=F GAS -- -- - )-- - - - -- = - - - -- - w QaA 1D_DLrs�L -- - F -- ar-- NEIoLV - nA #� - -- ----- - - - - -- - -- V _ --w -- 06`- --- - - - - -� - - - - -- - - -- - -I - - -- w - - - -- 175 -- -- 2 �PEP-8'fORFt- P!P� �LOP�= f.��9� -- _� - w � -- - - -- E* AWrTEat - 200 L.�7'rCPEP STORM T'IPE SL PE 1.51% FOG uNE _ ___ _____ ____ ____ ______ __ _ -__ -- -_ - - -_ -- -- -- - -- --------------------- - - __ = =__- - -- ___ =___= _____ ______= ______________________________- - _____ = = ---- EX�I - - - - - -- -- --------- - - - - -- ---------- - - - - -- - -- J -55'- WDEXONG -SI 1N,9L1�_ - - - - - - - - - - - - - - - - - - - - - - - S YdDE -C S !D€W AP - - - - - - - - - - - - - - - F- -- _ _ - - -_ -_- - - - - - - ___ _______ __________________________ -8" CPEP ®2.4 - - -- ° ° ° Q I 888'21 11 "E 277.56 ° ° --- --- -- -- -- ----- s5.95 - -- - _ �__- - - -__- 0- -- _-- - - - - -- _ s.� °_ - °,,. - - -- t=r �_��-- tE3:00. -- � - � = -- =6 - - - -- - 64,74 U E 103.50' 39A5• - ---- - -- -'-- 3.00' o I:o 6'- " CPEP ® 2.0, EX1STNG FIB" EXIST. STREET-1.10i ° r 6' -8" CPEIJ' ®2.09: V o.lo TO BE REMOVED RELOCATE -E> ST. Lv F- I RELOCATE EXIST. EXISTING 3' DRAINAGE EASEMENT QPT1C VAULT EXISTI NG 0' DRAINAGE EASEMENT ELEC. JCT. 8 X WHEEL CHAIR RA AP (TYP) V' LW I JCT. BOX EXIST. STREET LIGHT I REC #8706230527 ; "REMAIN I REC #8709280698 I o., ; (SEE C.0,�2. DET N0. F 06, AL /)) 3�,� i �J o TO BE REMOVED " w 7 Z 2 i wi / YARD DRAIN _ - - 24 w 6 PVC ROOF Y N 0i I 21.. EXIS . TVAFFIC I Y7 U) _ Ic"'.I STUB OUT NI °o �`Z °oI LIGH i i o Q ► 25 NI w I.E.= 431.00 N cow 5180.71 S.F. MO IF I I a Q[ W 1 rn I N IN mI• NECESSARY/ I I w w z W "I 6285.10 S.F cir f 3 0 5968.26 S.F. m I 18' m p 0 Q � I 6003.48 S.F g ZI Im 6" PVC' ROOF /YARD DRAIN ;I o ¢ z °z \ 1 zi 6 PVC ROOF /YARD DRAIN , I 6t' PVC ROOF /YARD DRAIN I + -_ STUB OUT," ;I °I i 1 w ° a I CI i, I 5797.59 S. F;' o ° m STUB OUT STUB OUT o I E= 436.fS5 'I MI , 5' ° z a 1 I.E:= 428.57 I I I.E.= 436 .03 S I < w o I _ -- I i �� w W Im a8 2z _ L _ s'2r„ _ 1 I - N '11 -'-"W 100.00' N 8 W 103.00' 89 I + o Of of 1 L - 2- 8 -- - - = - -- 08" W 105.00' I 1-- - --� -- - - - -- - -- 88'22'1,1" W 26' I - o __ - 59:00` 50.00' -I- 50.00' 44.00' 0 0 ' 69.26' - --�- -T 50.00' --- -1- - -- 50.00' - --Y' t_ - - - -" I I I 1.47 I 5 50' T 50---- 0.00' 3 W I-i 1 I II STA 4 +36.16' RT I -_ -I'- }� - I I STA 2 +3616' RT I 12' ASPHALT T- A- 0+45- if'- R- 'F-- �';�*I O INSTALL: I I i 5• I INSTALL: PAVEMENT _ - -1N$TALL: s 0 " I CATCH BASIN NO. 4 -TYPE 1 _ __ -- I I CATCH BASIN No. 6 -TYPE 1 I - -_ _ } _ -.- Lo li , i SEE C.O.R. DETAIL no- B -o,)) ! CATCH BASIN NQ:' 7A- TYPE't -------- 1 N I (SEE C.O.R. DETAIL NO_ -8-01 1 0, I I ( }g2 Il RIM -faces =� I I i (SEE C.O.R. RETAIL N0: B -Ot) I oI' 1 RIM4 '136:�� I I.E. =4WID6 (12" CPEP, S) I i RIM =439:49 .} z I I ,';' q Z F� u I I I I.E. =�Cr4 (12" CPEP, S),0.Cj% 12' ASPHALT I 20' JOINT DRIVEWAY/ i I . F i 1 I I.E.- -#£41r -V (6" PVC, N) 4Z'0. q PAVEMENT UTILITIES ESMT. I I.E= 4ii+ae (6 PVC, N)" I I I r I E., 48k (12" CPEP, S) I I i o w a I. 1 I DrI _ 4312) wI 19 I } W 431,.355 �';eNC,IJ> 191 w o 1 , Wi WI 14 Wi 15 5.0 _i - - - - - -- I W �i, Q z w N ,� "'I "I 1 I NIo NIA Nio� 6017.40 S. F. I I51 v,' a W v 1 N o N o 4574.07 S.F. N° b' 'n TD{ I pp N OJ u? 00 1 I I' 1 Ni' Nld' Q .(Vi d' 13 NI.- cli. -" 4574.07 S.F. o o ° 0. o� 1 U o ° �; w WHEEL. CHAIR, RAM '�I F s o I vt I'w I 5574.36 S.F. °i 17 °I oI i I 1- (SEE C.O.R. DET NO. F O6, LT) 1I I I Q E0 ° 5351.66 S.F. ° z z 6 PVC ROOF YAR�,bRAINI� n I z z 4724.03 S.F. ;' z i Z X c z 4574.07 S. / I` I 6 "PVC ROOF /YARD DRAINI I PVC ROOF /YARD DRAIN 1 w _ 20 9 I ; w �I o 6 �VG.ROOF /YARD DRAIN I I STUB OUT O I 4724.04 S I" I 5477.48' S.F. l w a c i STUB OUT STUB OUT m I I O o a I STUB OUT I I l:E.= 430.51 ! I o ! I.E;= 429.08 I.E =4,38 co° 1 I ).E.=428.57 B OUT I 6" PVC ROOF /YARDI DRAIN I o I 6" PV(} ROOF /YARD DRAI I I I I co N w 6" PVC ROOF /YARD' DRA I I w 1 STUB OUT I I I.E. = 436.95 I I I o o i z 1 STUB OU 6" PVC ROOF /YARD (DRAIN I o° STUB 0 T I q I/ Z I w C% 15. I I I STUB OUT I z. I E.4436 0 it I J 1 I I.E =428.77 I ; I I I 5 15 "/ II.E.= 437.15 i n pp q ° j 1 59.00' i 50.00 9�� I I O 58.50' I SO:AO' - 50.00' I 50.00' -- I- - - --- - ---- 50.00' - -I 64.00'. - ----- - --- -- ti o, :- 2 O LL - -- - - - -- - ----- - - - - -- -- - -• - -- ------ - - - - -- - - - -- - - -- -- - - - - -- --- - - - - -- F - -- / I 1 III i o O e I II T. U/G 88'22'11 "W I �� '� rn U) 43.81' DWY DWY 5' WADE CONE. SIDEWAL DWY DWY D DWY DWY D I j1 - + r+i 5' WIDE CONC. SIDEWALK .DWY D I O 1 a a W ` S S w m NE ;3RD s S STREET w �', cat s a t I I F 3 � q- 3 5+100 U 4+00 -_ _ N 88'2 11" W 3 +00 U rn 2 +00 1+ 0 S U °p +0 AONUMEN 1 I _ ° 1 cep% _ -- - - - - N i; 1 O`, ! SS MH - -- ,� -�- ', - + .. , n s W a 275.79 L.F. 8 P C SEWER 1 LF.�B PVC NEW: SANITAR EWER MAIN 5 =0.C)33FT FT iO 1 Oz a Lz ti1 (� i' )� T SEWER' M S= O.00FT FT w cn S S; s J S S m N S S SS MH N Y y ,WJ FO E MAIN z I J F w loa - az I � N 1183.30LF 12' CPEP S= 2.46P� a 200 L.F.-12" CPEP STORM PIPE S =3.2 % � 191, LF.�12 CPEP STO M PIKE -1.1 a M rnlo) i w ° 1 N= DWY DWY ' DWY 5' E CONC. SIDEWALK 11 o z +0 DWY D DWY DWY 5' WIDE CONC. SIOEWA DWY DWY ' AUV� it I o Q 3 F- w ir) N 88'22'11" W I 1 50.00' 50.00' 50.00' ,50.00' 50.00' 50.00' i \� i I w° � O 1 - - - - -- - ---- - - - - -- - - - - - -- -- - - -- -- I SD.DD` - -t r , - - - - -- - - T - - - - -- ---- - - - - -- - -- 50.00' 36.41' 1 H - -- - 6° VCR OF /YARD DRAIN I',9 i i I v W 6 `PVC �DDF/YARD DRAIN 5' I 6" PVC ROOF /YARD( AIN I 5' 15 I i 5 I STUB OUT 5 t5 6" PVC ROOF ARDiDRAIN �p i t I i I I It = I STUB OUT i STUB OUT 6 PVC`.ROOF /YARD D AIN I ��STUB OU7 I o f I a o _ I.E. = 428.38 I STUB OUT I.E. =435.7 I.E.= 435.8'' oI i I it z I.E.= 428.57 6 PVC ROOF /YARD DRAIN \ 1 LLI 1 i I 6 PVC IR OF/1ARD DRAIN I LE:= 427.88 6 PVCI ROOF /YARD DRAIN I 6" PVC ROOF/YARD DRAIN I i I STUB OUT I I� EXIST GAS F , SEWER MH', NO. 6 Z I d I I I_- " STUB OUT i I I M I I.E.= 435.56 i i Iii o cz STUB OUT STUB OUT o s o J I N I I.E.= 429.68 I.E.= 434.50 I.E.= 434.73 I } F I i 6" PVC ROOF /YARD DRAIN I I STA 0 +4516'- LT a °w 1 I w I I I w COLLECTOR PIPE I ° � I w w w wI wI INSTALL. lil 1i a a s I �I 'I- w �I nI_ �I- MI NiN ;N CATCH BASIN N0. 7 -TYPE 1 N N N N N N_ - -. N N N N N N `V�o 'a I° aoI° R MH NO <5 N4 -oND °. N.o.:: �Io aolo SEE C.O.R. DETAIL N0. B -01) I I 1 LJ ,� I 5 I __�- N N 3 N N 2 N♦ 4 RIM- 4d9�48 ' I I II a IQ 'OIL oIm °I°N 7 w ool� 6 olrn oIm °o�° oI° "6 (12" CPEP, N) I III 1!3 ;o " ZI g Zi 8 Zi 4600.00 SF' ¢ ZI 4600.00 S.F. ZI 4600.00 S.F. ZI 4600.00 S:�_ _ zI 4600.00 S.F. zI 4600.00 S.F. ZI f��1 �"(r'y�p j; yI ; I'I O. "i I'� •' Il I I W o I ~'I I 4600.00 S.F. ( 4600.00 S.F. I I I } -- - -_- I IN 5477.4B S.F. �I t I'I + o S Q 2 +36 16' LT rn A42 i II i pl oo I i I STA 4 +36.16' Lt w I I INSTALL- I I i y I I INSTALL: I I CATCH BASF N0 5 -TYPE 1 I I I WHEEL CHAIR-RAMP II i it zb' 31?' m I I CATCH BASIN NO 3 -TYPE 1 (SEE C.O.R. D TAIL N0. B -01) ] (SEE C.O.R. DET NO. F -Oq ALT) I fi I ( (SEE C.O.R. DETAIL NO. B -0{) aD I,' / RIM =fie DO i RIM= 439�Cr4 }�•�(o I.E. =1&.% (12" CPEP, E. W, rid. 1:�CN =431- i I i NI I.E.= 4@7.46 (12" FPEP, E, W. :N }N = +a�.41�E= P•2►o�W=42T• }b I.E. (6" PVC, SE) 142 I oI I "'II' F{ • I I 50 00 - I (6° IVC, SW) 436 s ° 00}0 ° ° I� ° I. ° 0.00' I. ° _ 50400' .i.� _ 50.00' } e ° _ 60.97' - - - - - - - 2 ?- 3$ I e_ 502 100100 so.00'' 5 H E SE . _ ____ +________ - x 30.01' ' a � MATC LINE E HEFT 3 ? 1 •• S88'22'11 "E 248.39' • NORTH s SCALE: 1" = 20 GRAPHIC SCALE x.11 gYEYE,t,�. w � zo o to 20 ao Bo A0 4 ( IN FEET ) 1 inch = 20 ft. reo - Or® -fit/ 9'/3-07 RECOMMENDED FORwAPPROVAL BY: Ul. ,;DATE: By: DATE: 131': DATE: By; DATE: CITY OF RENTON 5 j Jq x �'' ' DEPARTMENT OF PUBLIC WORKS F ENGINEER: ROAD /DRAINAGE /COMPOSITE PLAN �. LUA 04 -031 JAEGER ENG1lL'EER1.1G JERICHO 'PLAT 207 1 PER CITY REVIEW 10 -8 -04 9419 SOUTH 204TH PLACE DESIGNED: JJJ KENT, WA. 98031 DATE: B/04 FILE NAME L 07 DRAWN: DBA �, 2 PER CITY REVIEW 3 -4 -05 PHONE NO,o. (253) 850 -0934 SCALE. 1, =20' FIELD BOOK: PAGE: EXPIRES 3 1 200fi 3 PER CITY REVIEW 5 -7 -05 FAX NO. (253) 850-0155 CHECKED: JJJ NO. REVISION BY APPR.'. DATE I I APPROVED: _ SHEET: 2 OF: 21 SCANNED OCT 2 7 2006 A3 "Q "723112 SCANNED OCT 28 2Q05 • "F/��j1 �/ (s2 3 J p/ a Y x ROLL 2 0-: L 3 F 4 IN FXINA7ER------ - - - - -- w- STA; B+_ 23�_ 39'_ LT- ---------------------- 53Lt$t4S 8Z_35'_LI= 4IH_9YENUEJIE - - - - -- - - - - -- ------- `---- €X- WAT€R------------ = - - - -� ----------- - - - - -- - - - - - -- - - - - -- IF ------- w ------------ ------- ----- --=-------------- - - - - -- - - - - -- i FOG/LINE INSTALL: =STA:0 +35^•13.0' LT- HOQUTAM' AVE NE 1 0 o N STA 8 +2 .18�33LT CATCH BASIN NO. 18- TYPE :2 -48" 1 ;' INSTALL 30 39 LT- STA 6 +06 ' o END CURB, GUTTER AND; SIDEWALK (SEL C.O.R. DETAIL NO. B -01E & BR -02 CATCH BASIN NO. 21 -TYPE 2 -48" SS Tf�ST �3 IN 9 LT TRIPE � �STAAIN�10. 14 x 0, LO ID)41� b4- _ W/ �ID � - - -- H -- �liRBiNtEP-NO.-t4A r -- 2 SAN'- $EWE1Z - - -- "jSEE- C."UR.-uETA1L N9- -EFB o j ° --- EX -24 °- SAN --SE� ---- s- f,+ATCH EXISi:- MhPRENfEMENi FO -WCsT - - - - - -- % - - -- -- ----- -1 = T2" �3'EP.�& JL 1�z (sE> 6.7 DEr�O. -g 01FRflD -BR =U1 PER CITY DET. B -2 RIM =4 @PF:C SOLID, LOCKING LID)417-0� ° < n STA 0 +12.38 TO STA 8 8029' LT,' I.E.�4�Kr.& (8" CPEP, ;N)¢I f -�12 - 404.4'1 " ;AIM= +>�s,a� 25' Z RI = ��,.�D - " o Sao m n- EX nco IAk-T c o I:E.a+ie.r� „CPEP, S 6 +00 I.E.- (8� CPEP, N)' 5 +00 RE�Rt�rv� _. _-� kd €R- T� I.E. 72" CPEP, E --F 1 10 +00 - -� 9 +00 ;REMOVE WASTE ASP,HAL SOU OF SAW CUT ! ___ � �o� _ - - - + - - 8 +00 1 -J STA 9 +47.9240' LT STA 8+ 0 .F.�12° CP `. _ CONNECT TO EXISTING CATCH BASIN -TYPE ONNECT TO EXIST. CURB, GUTTER & •SIDEWALK ET EXIST. T_LIGHT _ __ ___ ___ __ _ _ __ _ _ - -- - - - - -- -------------- IPE -�� EX GAS - -- - - - -- - NE acii -lT�E q43.�� RIM- -E;"- __ --- - - - - -- -- - ------ - - - - -- oN. •., 10- c---- EX- 6A5--- ----- ---------- ivtAi£1GRA - -s - -- -- - - - - -- -- --------- T- --- - - - --- -- MOVE S=1.75% E 5� NEW VERT. CURB FF- I.E. = #63:'8+} (EXIST. 12" E) 4 -- - - -- - ----- - - - - -- - - -- - - - r- - - _ -- - --- - - - - -- - -P - - - -- - - -- - -w - -- 1 8 23 "E C.1` CPEf� S ORM F'1PE -2: T6 w -- 2 `00RDINATF_ WITH dWER VEER PAAIY �+ # (/) qp3 14LE. =4 @3 88 (EXIST. 18 -w - - - - -- ------------------ w--- EX_WATER-- - - - -4, ----------- - - - --- - - - -- ---- -6 ° -8" 'CPEP ®2% FOG LIN f `. 1 J Q I.E.= 403.80 (NEW 12 CPEP, E� - -F1C IEL -- - - - - -- - -- -- - - ----=---- - - - - -- 713- 6.F- -. ;'2 " --C- REP - &FORM +'IFE - - -S=i -439' ------- = - - - -- - - -- -- - -- -- eft--- {-- - - - - -- - - - - -- - i - -8 -- - - - - -- - - -- -------------- - - - - {- -- - _ -- ------------------------ - -- - -- -- ----------- - - - -T- - - - - - - - -- -- -- ---- - - _ - 0- � 125 L.F. PEP - = - - - EXIST SIBEWAL 5 `WEE CaNt -S WALK - - - - - - - __ - = - = ----- - - -_- O - - - _ s - ---- - - -- -- ----------------- STORM -o-- " - 2% T U EXISTING 18 - - ' p\� _ / e cPEn -a4 as' -- - -_ - -- 6` �� 1 45. I 243.00',W �1 518' 22.50' \� - V ?s \�� I ��$ EXIST. FIBER; EXIST. �I 1 LI l $A ON ; I EX. W.M. TOI BE REMOVED o p 1 STOP OPTICS VAULT TO STREET LIGHT Mai EXISTIt� 12 STORM REM VED EXIST. WHEF} CHAIR RAMP (TIP �� p i5 BAR REMAIN. TO BE REMOVED of Q REMOVE EXIST. ROC ERY (SEE C.O.R. DET NO- F -O6, ALT3 Z !TYPE 2l e I 36LF 2' C P C ° 1 i ��, Q RESTORE EXISTING I 2 1 S % (SEE C.O.RED T NO. F- O6,(ALT; 2v �l0 25 ROADWAY &SIDEWALK 7 w1- Q PER CITY STANDARDS g +2333' LT 1' �I M M 3928.75 S.F. 6466.70 S.F. I Q INSTALL- 1` O m I 30 I NIA 2 6 PVC ROOF /YARD DRAIN '0100 6" PVC ROOF /YARD DRAIN CURB INLET NO; 18A I i 2 g 1 M o I STA 0 +65.9418' RT 18' STA 0 +68.10" 18' LT STUB OUT ( , STUB OUT Q 1 (USER CITY DET.: B -26) N I 2 •' o I INSTALL i 1 1, : INSTALL I.E: =428:57 I I I I.E = 422.08 RIM =446$09 17 V3 r Z CATCH BASIN N0.13 -TYPE 1 M CATCH BASIN NO. 12 -TYPE 1 II 1 i f j.E.y4t5:93•(8 '; CPEP, d '4351.57 S.F. I 3711.33 S.F. I (SEE C.O.R. DET. NO. B -01) LIJ b\ I (SEE C.O.R. DETAIL NO. B -01) N 4iy.13 I I RIM= 142410 K I RIM - 42_ .IB 1 Z 00 CPEP I rr a a o r m 0 En 5 Z �W�v1' o31t/ 111111_ -- MATCH LINE SEE SHEET 2 3 +28.97 PLAT LINE ; \, 6`,PVC ROOF /YARD DRAIN I.E. - 4@8.7"(12" CPEP, S, E) ,d- -_ �(1 _ - - -- I I- }---t - - -- E - - - -� - - -- - - - - -- T - - - I STUB OUT 5.1 5' 4 (o" W 4 59 .50 A 2D ">Gj 2J •2 o N 0 � �� I WI LE `419.69 STUB OUT I I n I 50' eo I 20 JOINT DRIVEWAY/ ',,6 PVC ROOF /YARD DRAIN .I I I N 1 UALITIES ESMT. STUB OUT cY I.E. =419.49 65';LONG ASPHALT TRANSITION IE =41ss4 o I STA`2+15.62 HOQUTAM AVE NE I I' I I i i J I UTILITIES I Q a- I I CV o a =STA 660:87 NE THIRDS 1.0' I i' Z x-20 ASPH N8822'11 "W `MI 12 ASPHALT I 1 I �� I i 1 PA M MT w 0 STA 1 +86:82 -20:7'_ LT1 0 N o I C.O. 43.0 __47 00' N I° I 30 30' 1 1 - -- - -- CIO: 0 Q O INSTALL: Nim 1' I LLI _ I PAVEME T`, EA -- - -- I In I CATCH BASIN NO B -TYPE 1 o m I I I W' OL. _ N88'2 %11' °W__ I I I 4 9' I ¢ (SEE C O.R. 4ETAIL NO. B =b1) o 5 0 1 1 1 I I RIM ° - °° 22�j :I I I 1 2 L Ln I � EDG EX. I I AZ 6 PVC ROJF YARD DfZAIN 1 32 I 3 U o 16 � �Y ,1 2" CPEP. W /N� S; �.7 IN:IR�� I I W PVM I 2 / STUB OUT 5 5 ¢ J T g 1 I.E.= 419:59 ' '1` 4081.71 S.F. 11 w o N ,3 - 19.23 S I I L 1N o 4518.83 S.F. I w I W d I I I = I On _ 2 STA 6 +11.60 18', RTS=4l$ olMl 41$:7 I 1`N I _ 6" PVC ROOF YD DRAT i 2 INSTALL: 'I I� W> I.E.= 419.49 F _�_- _ I J RMTCH BASTt O. 2' -TYPE 1 6" BOUT, OF ARD DRAII o i I B OUT i 1 s;UB-C RO / i' I � /� I _ o � I (SEE C.O.R. DETAIL'N0. ;B -Ot)' I STUB - OUT`., I o 6" PVC ROOF /YARD, DRAIN r NI N I E I.E. =419 06 I STUB Nw I I 0 Iq 1 �' _ = 20.45 Nl STA 1 +9218' RT I 1 _ o � X412" CPEP, ��.5)i I I I:E. 4 I i o I ; i mI 31 of END 36' ROAD WIDTH �_ i:E. =4ffrb9 (6" CPEP. N) I 8' PRIV.`DR7�IN I I S i f ° I - - - -- - - ^ --- 3683.71 S.F. °zI START TAPER I - \ �� I�•I� I.E =418.46 ESMT. I I I L Co lm i - 5 WIDE_DRAINAGE ESMT. I P�Q `3SO - -- - - - - -- - ----- - - =-�- - - -'a 1� 30 6 PVC ,ROOF /YARD DRAIN I`O• STA 2 +0317.9' RT I I r� 1 35:00' S 0.50' 18 50 tI�oy - I A J STAIR OD 3931.79 S:F. w I COLLECTOR PIPE IY INSTALL• I p �p DWY 5`IWIDE CONC. SIDEWALK CATCIII BASIN NO: _9 -TYPE 1 I I '� 3 F-12� O DWY DWY N _ EE .O .R. DIET. N0. _B• -III) I WHEEL CHAIR RAMP (TYP) 4c61� 6 PVC ROOF YARD DRAIN IRE- 418.OtI W STUB OUT N f%1°II,RIM S E60% W C.O.R. DE1 - LE =419.89 o I LE.`93 (12` CPEP, S, r E) 0 S cV &.7 01 r - 412.Ig �= 413.1 o S 1. (s" Pvc, w) I a s+ 0.87 6 +D4 C ET 5100 -J - -1- i V '. '• �, --�� ---- zo.00' -- ' - - - - -- " "'� - - - -- ¢S' H S ER MH 0. 3 `- 275.79 C. :�B PVC: SE R MAIN S= O.00FT. _ U- In io I H ND M 20' ASP M 0. Z `r7 20 b2 "CPEP N 61 L.F.^`12"' CPEP c� N N88 22'11';W PVMT. ) - -+ O �l $ =10 09� M S =0.62% Q p - -- - -- 3 00 - 47 F 00 O 4 - 0 _ - 0 45.2Z I cl 5' N9 E CONC. SIDEWALK p z 1 I AND UTILI E EA MENT I z¢ 'oo 7jV / -- 12449 - -- -- -R -- - - - --� L -- - - - - - -- - - -- - - - - -- 1 z /� - INLET I.E.= 413.00 STA 6 +11.6016'' LT p �2' W TRASH RACK & 6 PVC OF Y D DRAT N CD 3 BOUT I �8 t� / h• INSTALL, d) C I / STA 2+ 3�13',LT I� O 11 O G CATCH BASIN NO. 1 TYPE 1 Og; FA I W/ RIP RAP PAD 6 PVC R00)` ARD DRAIN II.E.= 419.39 i INSTALL- � X ;(SEE C.O.R. DETAIL NO. B -01) 1 STUB OUT I CATCH BASIN NO. 20 -TYPE 2 -48 0 3 0 ?0(F ;RIM= 4Si7hk22:IO I.E.= 419.79 WITH OLID LOCKING COVER �Z o w J A18 1 �p LE.- 12" CPEF1, N, 1jE) STA 5 +5016' LT 1 (SEE C.O.R. DETAIL < 0. BR-01E & BR -01) Lt I ® 2 "CP f Fi?.' _ 'I r4 _ _ _ _ _ _ _ _ _ - _ INSTALL 7 LE -- 5 �✓�(12I CPEP.` Ej o U o OW CB #19A% (TYPE 2 -48 ") I ATCH BAS N N0. A -TYPE 2- f I c 11.11y F C I 1 48,. NOPTH , m I I - O. BR- zz . 0 35 w 34 I.E: =4 (12" CPEP, N, SE) mI o. N I N i �I W/ BIRD CAGE LID- ,(SEE C.O.R. DETAIL N 01)' i SCALE• 1" - 2d', 4I }Gj o Z RIM: f (EMERGENCY OVERFLOW)}12I4j ,RIM= 4i47t99 424.IZ 4435.Q� S.F. Ni 3758.19 SO. FT. I. 4160.19 SQ. FT. I o I I oUTCET IE: ,1 (12 "CPE0,S)gI7.CjG� ILE.- ,�12 CPEP, E, W, SE) I CA oo I M WI I t= 413.00 I (SEE DETAIL, SHE. 1J') I 04, -031 ZI "i° 33 I W o N I 1 ( I °0 1`- + �Jo I RETENTI Olt /D_ET_E_NTION' _ _ _ _ _ _ _ RECOMMENDED FOR APPROVAL ( I STA 2 +59 -3�' LT- HOQUTAM AVE NE I °0 O °lm I POND =STA 6+130 -43' LT -NE 3RD ST .,16, 1 16' ZI (SEE SHT. 11) TRACT A �. DATE: UP&P r INSTALL I DRAINAGE II - - U 59 45 S.F. B'' DATE: I CONTROL IdH N0. 19 TYPE 2 54" ' 1 (SEE C.OIR. DETAIL NO. BR -04) 3' , 25 i I END CURB, GUTTER' 136 LL RIM= 2�✓ a I & SIDEWALK 0,," CPEP, NW, SE INLET) SS M„ I PLAT UNE - EY: DATE: I 32L 1 CPEP; ---------------- rn 45.24' ;_ I 43.00' - L r S88'2211, E 165.24' STA 2 +9216' RT & .LT i 5 =0:5 + STA: 3 +2 ,,i4 T S 211 77.56 T 6. L 88'2 "E 2 DY: DATE, END TAPER INSTALL Q -- BE AD ° ; CATCH B/iSIN N0. 11 -TYPE 1; C ITYa: O F FLE N'I' O N GIN 32 RO 0� - 6 PVC ROOF/YARD STUB QUIT ` STA 3 +26 16' RT (SEE C.b.R. DETAIL N0. B -Ot) UBLIC WORKS sTevey <F CATCH BASIN NO. 10 -TYPE 1 RIM =+i IP�'�'.g� DEPARTMENT OF P fig P aQ srnsy F I.E. = 419.33 (SEE C O.R. DETAIL -NO. -B -6t7 U s A LE.�d!ihi 12" CPEP W A� w RIM-n ZI s• ROAD /DRAINAGE /COMPOSITE PLAN y �P�.4 �, 1� I.E.(12" CPEP, E N .� I�j ENGINEER: GR xiC- -SCALE LE. 6" CPEP, E, N) E= s.u> ` JAEGER ENGINEERING JERICH'O PLAT zo 0 10 z6 Lo s0 9419 SOUTH 204TH PLACE. DESIGNED: JJJ 1 REV PER CITY REDLINES 10 -7 -04 DATE: 8/04 FILE NAME: ,F._;Jcns/ ZOO7 J,` `FTC' 2 REV PER CITY REDLINES 3 -4 -05 KENT, WA. 98031 DRAWN: DBA gyAL E �� PHONE NO. (253) 850 -0934 SCALE: 1 " =20' FIELD BOOK: PAGE ( [x FEET) 3 REV PER CITY REDLINES 5 -7 -05 FAX NO. (253) 850 =0155 CHECKED: JJJ 1 inch = 20 ft. EXPIRES: 3 i 2006 NO. REVISION BY APPR: DATE' APPROVED: o "EC,o" of " "euc wor+ks.. SHEET: 3 OF: 21 A3: Q- 323113 SCANNED OCT 2 8 2005 SCANNED OCT 2 72006 (A3:5- 3Z3lol ROLL 2 0_3 FR Y � - 85.02' W ° STA 3 +2918' RT END CURB, GUTTER AND SIDEWALK 0 ° `° START 51 x 5' W ASPHALT RAMP 0 1 E STA 3 +3318' RT L I ; °a END ASPHALT RAMP AND TRANSITION �j L HI a a a BEGIN 10:1 TAPER H W' \c U Iy STA 3 +99 END 10:1 TAPER W E MATCH TRANSITION TO EXISTING mmmm� M �IV ail cow FL c� Q ¢ 0 N : rr a a o r m 0 En 5 Z �W�v1' o31t/ 111111_ -- MATCH LINE SEE SHEET 2 3 +28.97 PLAT LINE ; \, 6`,PVC ROOF /YARD DRAIN I.E. - 4@8.7"(12" CPEP, S, E) ,d- -_ �(1 _ - - -- I I- }---t - - -- E - - - -� - - -- - - - - -- T - - - I STUB OUT 5.1 5' 4 (o" W 4 59 .50 A 2D ">Gj 2J •2 o N 0 � �� I WI LE `419.69 STUB OUT I I n I 50' eo I 20 JOINT DRIVEWAY/ ',,6 PVC ROOF /YARD DRAIN .I I I N 1 UALITIES ESMT. STUB OUT cY I.E. =419.49 65';LONG ASPHALT TRANSITION IE =41ss4 o I STA`2+15.62 HOQUTAM AVE NE I I' I I i i J I UTILITIES I Q a- I I CV o a =STA 660:87 NE THIRDS 1.0' I i' Z x-20 ASPH N8822'11 "W `MI 12 ASPHALT I 1 I �� I i 1 PA M MT w 0 STA 1 +86:82 -20:7'_ LT1 0 N o I C.O. 43.0 __47 00' N I° I 30 30' 1 1 - -- - -- CIO: 0 Q O INSTALL: Nim 1' I LLI _ I PAVEME T`, EA -- - -- I In I CATCH BASIN NO B -TYPE 1 o m I I I W' OL. _ N88'2 %11' °W__ I I I 4 9' I ¢ (SEE C O.R. 4ETAIL NO. B =b1) o 5 0 1 1 1 I I RIM ° - °° 22�j :I I I 1 2 L Ln I � EDG EX. I I AZ 6 PVC ROJF YARD DfZAIN 1 32 I 3 U o 16 � �Y ,1 2" CPEP. W /N� S; �.7 IN:IR�� I I W PVM I 2 / STUB OUT 5 5 ¢ J T g 1 I.E.= 419:59 ' '1` 4081.71 S.F. 11 w o N ,3 - 19.23 S I I L 1N o 4518.83 S.F. I w I W d I I I = I On _ 2 STA 6 +11.60 18', RTS=4l$ olMl 41$:7 I 1`N I _ 6" PVC ROOF YD DRAT i 2 INSTALL: 'I I� W> I.E.= 419.49 F _�_- _ I J RMTCH BASTt O. 2' -TYPE 1 6" BOUT, OF ARD DRAII o i I B OUT i 1 s;UB-C RO / i' I � /� I _ o � I (SEE C.O.R. DETAIL'N0. ;B -Ot)' I STUB - OUT`., I o 6" PVC ROOF /YARD, DRAIN r NI N I E I.E. =419 06 I STUB Nw I I 0 Iq 1 �' _ = 20.45 Nl STA 1 +9218' RT I 1 _ o � X412" CPEP, ��.5)i I I I:E. 4 I i o I ; i mI 31 of END 36' ROAD WIDTH �_ i:E. =4ffrb9 (6" CPEP. N) I 8' PRIV.`DR7�IN I I S i f ° I - - - -- - - ^ --- 3683.71 S.F. °zI START TAPER I - \ �� I�•I� I.E =418.46 ESMT. I I I L Co lm i - 5 WIDE_DRAINAGE ESMT. I P�Q `3SO - -- - - - - -- - ----- - - =-�- - - -'a 1� 30 6 PVC ,ROOF /YARD DRAIN I`O• STA 2 +0317.9' RT I I r� 1 35:00' S 0.50' 18 50 tI�oy - I A J STAIR OD 3931.79 S:F. w I COLLECTOR PIPE IY INSTALL• I p �p DWY 5`IWIDE CONC. SIDEWALK CATCIII BASIN NO: _9 -TYPE 1 I I '� 3 F-12� O DWY DWY N _ EE .O .R. DIET. N0. _B• -III) I WHEEL CHAIR RAMP (TYP) 4c61� 6 PVC ROOF YARD DRAIN IRE- 418.OtI W STUB OUT N f%1°II,RIM S E60% W C.O.R. DE1 - LE =419.89 o I LE.`93 (12` CPEP, S, r E) 0 S cV &.7 01 r - 412.Ig �= 413.1 o S 1. (s" Pvc, w) I a s+ 0.87 6 +D4 C ET 5100 -J - -1- i V '. '• �, --�� ---- zo.00' -- ' - - - - -- " "'� - - - -- ¢S' H S ER MH 0. 3 `- 275.79 C. :�B PVC: SE R MAIN S= O.00FT. _ U- In io I H ND M 20' ASP M 0. Z `r7 20 b2 "CPEP N 61 L.F.^`12"' CPEP c� N N88 22'11';W PVMT. ) - -+ O �l $ =10 09� M S =0.62% Q p - -- - -- 3 00 - 47 F 00 O 4 - 0 _ - 0 45.2Z I cl 5' N9 E CONC. SIDEWALK p z 1 I AND UTILI E EA MENT I z¢ 'oo 7jV / -- 12449 - -- -- -R -- - - - --� L -- - - - - - -- - - -- - - - - -- 1 z /� - INLET I.E.= 413.00 STA 6 +11.6016'' LT p �2' W TRASH RACK & 6 PVC OF Y D DRAT N CD 3 BOUT I �8 t� / h• INSTALL, d) C I / STA 2+ 3�13',LT I� O 11 O G CATCH BASIN NO. 1 TYPE 1 Og; FA I W/ RIP RAP PAD 6 PVC R00)` ARD DRAIN II.E.= 419.39 i INSTALL- � X ;(SEE C.O.R. DETAIL NO. B -01) 1 STUB OUT I CATCH BASIN NO. 20 -TYPE 2 -48 0 3 0 ?0(F ;RIM= 4Si7hk22:IO I.E.= 419.79 WITH OLID LOCKING COVER �Z o w J A18 1 �p LE.- 12" CPEF1, N, 1jE) STA 5 +5016' LT 1 (SEE C.O.R. DETAIL < 0. BR-01E & BR -01) Lt I ® 2 "CP f Fi?.' _ 'I r4 _ _ _ _ _ _ _ _ _ - _ INSTALL 7 LE -- 5 �✓�(12I CPEP.` Ej o U o OW CB #19A% (TYPE 2 -48 ") I ATCH BAS N N0. A -TYPE 2- f I c 11.11y F C I 1 48,. NOPTH , m I I - O. BR- zz . 0 35 w 34 I.E: =4 (12" CPEP, N, SE) mI o. N I N i �I W/ BIRD CAGE LID- ,(SEE C.O.R. DETAIL N 01)' i SCALE• 1" - 2d', 4I }Gj o Z RIM: f (EMERGENCY OVERFLOW)}12I4j ,RIM= 4i47t99 424.IZ 4435.Q� S.F. Ni 3758.19 SO. FT. I. 4160.19 SQ. FT. I o I I oUTCET IE: ,1 (12 "CPE0,S)gI7.CjG� ILE.- ,�12 CPEP, E, W, SE) I CA oo I M WI I t= 413.00 I (SEE DETAIL, SHE. 1J') I 04, -031 ZI "i° 33 I W o N I 1 ( I °0 1`- + �Jo I RETENTI Olt /D_ET_E_NTION' _ _ _ _ _ _ _ RECOMMENDED FOR APPROVAL ( I STA 2 +59 -3�' LT- HOQUTAM AVE NE I °0 O °lm I POND =STA 6+130 -43' LT -NE 3RD ST .,16, 1 16' ZI (SEE SHT. 11) TRACT A �. DATE: UP&P r INSTALL I DRAINAGE II - - U 59 45 S.F. B'' DATE: I CONTROL IdH N0. 19 TYPE 2 54" ' 1 (SEE C.OIR. DETAIL NO. BR -04) 3' , 25 i I END CURB, GUTTER' 136 LL RIM= 2�✓ a I & SIDEWALK 0,," CPEP, NW, SE INLET) SS M„ I PLAT UNE - EY: DATE: I 32L 1 CPEP; ---------------- rn 45.24' ;_ I 43.00' - L r S88'2211, E 165.24' STA 2 +9216' RT & .LT i 5 =0:5 + STA: 3 +2 ,,i4 T S 211 77.56 T 6. L 88'2 "E 2 DY: DATE, END TAPER INSTALL Q -- BE AD ° ; CATCH B/iSIN N0. 11 -TYPE 1; C ITYa: O F FLE N'I' O N GIN 32 RO 0� - 6 PVC ROOF/YARD STUB QUIT ` STA 3 +26 16' RT (SEE C.b.R. DETAIL N0. B -Ot) UBLIC WORKS sTevey <F CATCH BASIN NO. 10 -TYPE 1 RIM =+i IP�'�'.g� DEPARTMENT OF P fig P aQ srnsy F I.E. = 419.33 (SEE C O.R. DETAIL -NO. -B -6t7 U s A LE.�d!ihi 12" CPEP W A� w RIM-n ZI s• ROAD /DRAINAGE /COMPOSITE PLAN y �P�.4 �, 1� I.E.(12" CPEP, E N .� I�j ENGINEER: GR xiC- -SCALE LE. 6" CPEP, E, N) E= s.u> ` JAEGER ENGINEERING JERICH'O PLAT zo 0 10 z6 Lo s0 9419 SOUTH 204TH PLACE. DESIGNED: JJJ 1 REV PER CITY REDLINES 10 -7 -04 DATE: 8/04 FILE NAME: ,F._;Jcns/ ZOO7 J,` `FTC' 2 REV PER CITY REDLINES 3 -4 -05 KENT, WA. 98031 DRAWN: DBA gyAL E �� PHONE NO. (253) 850 -0934 SCALE: 1 " =20' FIELD BOOK: PAGE ( [x FEET) 3 REV PER CITY REDLINES 5 -7 -05 FAX NO. (253) 850 =0155 CHECKED: JJJ 1 inch = 20 ft. EXPIRES: 3 i 2006 NO. REVISION BY APPR: DATE' APPROVED: o "EC,o" of " "euc wor+ks.. SHEET: 3 OF: 21 A3: Q- 323113 SCANNED OCT 2 8 2005 SCANNED OCT 2 72006 (A3:5- 3Z3lol ROLL 2 0_3 FR Y � O F) M�P4 P' STA -0 +17.875' LT, HOQUTAM AVE NE STA 0 +00, SEWER 21' 21' M EXISTING SEWER MH NO. 1 s E IST. M IN. W I 0 T) 26 xNEW 8" VC SE ER MAIN I I $TA 1 +28.55' RT, HOQUTAM AVE N (8" PV S) $TA 1 +28.5, SEWER I I a TRACT A jXISTII}lo MAN HOLE o DAPT a M o f I INSTALL: I °� i $EWER`MH NO. 2 I + , + I 428.0 o I cli I m SEE C.O.R. DETAIL NO. 130 -28) I DRAINAGE L i STA 2 +20.625' RT, HOQUTAM AVE NE \E4 c wI m IM =i 3!f 'f2 $� nlE.= 411.37 (8" PVC, N, S,W) `----- -- -�*� z STA 2 +15.62 HOQUTAM AVE NE STA 0 +93.97, SEWER NE THIRD ST INSTALL / L------- - - - - -i 00 =STA 6 +60.87 SEWER MH NO. 3 NO. BR -28) w (SEE C.O.R. DETAIL w R e a ss zs� cn oo �s is-99 I.E. =Mrt!�€ {8' PVC, E, N, S, W) w N,Q w r 3�00,00.06N s Z zm 1 S '7 nfl Oo % 4 WC �E o { .2 �I z h w H W 'PILc U m �E m E e �essll�a� ✓tea c'IV 9 c 0 m a c� In; N � m d a a K w 0 m z zz F"" LL 2 O'3�- +, E".q E-4 im EL IL goal