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HomeMy WebLinkAboutTED4003231.6ti: N 0 0 X Z 0 0 z m _ o0a w pa �[Lo Q V) z C 1 41 v ® aai o ® 0) C L Q CL 0- u �E �v �E \E �Jl c •E Cr R o .. ti rH -------- w------------ ZX_ WATER ------------------- -------=----------------T=--w------------ STA.8_+-_23.N3g'-LT-----------------_------STA_ ±A_6 87nf-3,5'_LI-4I�J_AVEgUE_1E_-__--- P e E ------ ----- -w--------;' €�4-WAT€f�------------,=---w----------------- j INSTALL: =STA ; 0+35-13.0' LT-HOQUTAM' AVE NE FOG LINE STA 8+25.18-33LT CATCH BASIN NO. 18-TYPE; 2-48" ' INSTALL H STA 6+06.30�39' LT STA 6+0 LT ' (SE£ C.O.R. DETAIL NO. B-I & BR-02) CATCH BASIN NO. 21-TYPE 2-48 END CURB, GUTTER AND; SIDEWALK S € -- tM=9417. __ -SOLID, LOCK -EN 1-LID . W� SOLID-COV R ---EX-24"SAN SE-WE•R----- s--M-ATCH--E-X-I&T-MP-MEN-T- TO -TO ------- l- -s----- _- --_- - '-_-__-(SEE- -IJET:-NO.--EF-_ME-AIVD-HR=D'I�- -E& SS --- ---- .30-39 INSTALL: INSTALLL,:'' LANE -STRIPE - .CA-T-C�I•- ASIN-NO. 14-T-YPE-jz' -etjR$ 1fdEET id{�-�4A s-- EX-24"---- -(SEE-C UR.- DETAIL TJII-B=i�fi�-------s--j I.E,'=4W5. 12" CPEP, y,�K : " STA 0+12.38 TO STA 8 8029 LT,/ I.E.=44$• (8 CPEP, N)�j-I�1-•'jZ.,.'+ RIM= �. (PER/'CITY DET. B-2 RIM=-,�, •T� SOLID, LOCKING LID L (SOLID, �? RIM= A-ZL 00 REM0-VE E- A-SP-HALT SW €� TB €XI . -ANEL - '.E.-dam \, ;GPER; �; W}- TURN ; AN STR11�€- I.E�].2 C E - )---_- -- -I 10+00 - 9+00 REMOVE WASTE AS SOU OF SAW CUT I.E." Lr - I:E. MCPEP, S -6+00 -� LE.=#25.6 (8 CPEP, N) 5+00 �(h 2 CPEP, E) o 8+00 . '7�0q STA 9+47.92-40' LT -- ST. - �,Rfd--LANE-STRIPE 1 STA 8+ F-40 L.F.-12 CP CONNECT TO EXISTING CATCH BASIN -TYPE ONNECT TO EXIST. CURB, GUTTER &",51DEWALK Ord` ` S __ -- ------ ��__-________ ®----==NE __4TH STREET = 1 ------- ESXITRE>~T_LLGkLT_- - ---- - . .. R1�L_#� _ ��---- EX -GAS ------------------ tvtATCi-�rG-IAA -- s--- 7 % - ------ ----= ------ - '---------------�_---- 5 EXIST. 12 E -- - Tt1 BE -REMOVED- LANE STRIPE NEW VERT, CURB - _ ( ) 42' RELOCATE EXISTING POWER POLE oo'2s'23"E (EXIST. 18 W-----w---EX--WATER_------,----------_ _ ._--_--�C)OfUNA°T .-W1.T-1-L'bWE:R- �CwP-ANY ---- ---- ---- --- �v- TER----- - -- P - - 746-- w -a ,�__---'-- - -- ---------------------------_- I.E.-403.$0 (NEW 12 CPEP, E ' " `� -_--- -wFOG LIN f8T, E.-F 1-Z E -STGRm-PIPS �= ., I _®6 ®8 -PEP ®2% ----------_-®_-T-----------------------------_EX_TEL-- -__- ------ �. - - ---- --- - ---- -- T•€---_T-------- - ----- -T-- - ------ ---------------------- -_ _- r�� ------ --- -- -- _ ' , - - L: F-. , 'I-- -CR EP--S-T-4R I�f- -P-I F��E - - -�_�-43% - _ _ - _ _ _ �, _ _ _ _ t � -'r 125 L.F.^' CPEP - EXt�T-SI®EWAL - - 5-,YH6£`C�NE-Sf WAL-K - - _ - - - -` - - - - _. - - - GUIDE �OLLC-SII2EWALI�STORM --- -- --_- _- - -- - --- -- ____-_ __=__ - _ - _- _-__- __ -_- - -- - ------ - --- --- ----- EX1STING 18 S - --- - --------- --- -- - - - - /� - - - - --- ----------- -- - - -- -- --- ------------------- --- ---- -- --- - -- - ,.- 62 8„ CP N 22 1 » -- - o - -l , 1 5 w 1 P - _ , 45. ! 43.00' 22.5G \\3�p 84 48'---------- 1 !�y`BA ON IrX. W.M. TO BE REMOVED �S��� I x b EXIST. FIBER EXIST. I 0 ' 0 1 STOP EXISTIN 12 STORM ,'� OPTICS VAULT TO STREET LIGHT REM VED EXIST, WHEEL CHAIR RAMP (TYP) o� BAR TO BE REMOVED REMOV4 EXIST. ROC ERY !SEE IC.O.R. DET NO. F-06, ALT) �, ��L REMAIN. � TYPE 2`, B I 4 o RESTORE EXISTING 1 36LF^ 12 C P `�_�y�{EEL-}t✓HAIR RAMP (TYP) 26 (� 25 ` ��� ROADWAY & SIDEWALK j ;Q.- 2%LT) I PER CITY STANDARDS I II, r�1 !� % (SEE C.O.R.CO.R, DET NO. F-06, o STA' 8+23-33 LT r? 3928• , 5 S.F.LL,"' ' 6466.70 S.F. (� I INSTALL: I '` �' I 00 I 30' 2 S CURB INLET NO, 18A I 1 r� cv I 6 PVC ROOF YARD DRAIN 97ROOF/YARD 1 (PER CITY DET. B-26) 2 1 STA 0+65.94 18 RT STA 0+68.10-18 LT / r = -1 6 PVC DRAIN N `, I a I INSTALL: I 1 ' 18' 11 INSTALL: STUB OUT j STUB OUT i 2 8 I.,E.=428.57 RIM=44-6.'93 `, � ,- y CATCH BASIN NO.13-TYPE 1 I CATCH BASIN N0. 12-TYPE 1 � LE;-422.08 I.E.=4t, 1 e�r-(8 ; CPEP, ) 1351.57 S.F. 3711,33 S.F. I (SEE C.O.R. DET. NO. B-01) T W g� IM (SEE C.O.R. DETAIL NO. B-01) I 41si •l ; �� �� RIM-4� 42.41 S0 � RIM�2� 42.4•• IS6 � I - - - 60.97' MATCH LINE SEE SHEET 2 3+28.97 PLAT LINE y _ " S E) ! o° LE.2e:�8 (1�" CPEP W) I & PVC ROOF/YARD DRAIN I.E.-4•2@_72(12 CPEP, , _ 9 II UE__ _ I 85.02 I- - - I STUB OUT 5' 15' 4� ��`/ �" W 4L1 •L��+ ® �t i! _ _'_ STA 3+29-18' RT I w I•E,-419.69 STUB OUT �� 59.50' 50.50' I I ' ' II IF20+ JOINT DRIVEWAY END CURB, GUTTER AND SIDEWALK I I I i; 6 PVC ROOF/YARD DRAIN I S �.--"I Ln Q UTILITIES ESMTo I.E.=419.49 S START 5 L x 5 W ASPHALT RAMP 65 -LONG ASPHALT TRANSITION STUB OUT l w I STA 3+33N18' RT I l I I.E. 419.94 �' v a� (� a- STA \2+15.62 HOQUTAM AVE TINE ® J ,INT UTILITIES END ASPHALT RAMP l ® I 20' ASPH � ��- STA 6�=6®.87 NE THIRD SwI 1.0' -�- � I ��, I z PAVEMENT I N88 22 11 W �I , I BEGIN 10:1 TAPER AND TRANSITION 0, l i C.O. �, ' 47°Go' 3 it �I N 1 ® NI o i l I 30 3 1 3 �` CIO STA 1+86.82 20:7. LT 0 pAVEMENTLT -.�- d _ INSTALL. 001 I ! I (- STA 3+99 I N88'2�'11 "W - ,...` let-------�. I (A - cv rn l 1 l I LLI I ...1._ ,n CATCH BASIN NO. 8-TYPE 1 0100 I END 10:1 TAPER I I45.19' - .W I {SEE C.O.R. DETAIL N0. B=01) Q 5.0,� i MATCH TRANSITION TO EXISTING I jj ; I I I 32 I J �t I RIM- 472 l- 1 12 ILO I EDG EX. 6 PVC RO F/YARD DRAIN �-/ cJ I E 417.75 12 CPEP, W N, SE z 11 ��. PVM I STUE ouT. 5 5 I I Io ;+ E,��(' •.� rJ=41 0� 1N=4a•0j ; I I - 4081.71 S. F. ,- © "� I I I � I.E, =419.59, ! w N 5196.23 S. (0 o �- 4518.83 S.F. I � I LLIIJ � � Z STA 6+11.60�1\8 RT$_ � �, r / _ ,,� - �, I l - -__ _6 PVC ROOF/YD DRAIN 2• INSTALL: I WzM •� . N! I = w1 STUB--OU.T j z I �`- 6 PVC , ROOF/YARD DRAIN I CATCH BASIN N0. 2-•,TYPE 1 �� oo' I i� I.E.=419.49 - O -I 3 (SEE C.O.R. DETAIL NO, B-01) `' ! „I r ---I- �c� STUB OUT � Q 6 PVC ROOF/YARD DRAIN r `, RIM�422 ', O j _ ____ N I.E.=419,06 z STUB OUT + I Icy CIO STA 1+92�18 RT I I o ® I.E.=4i7.57 (12 CPEP, .W',,,S) I °' �1 ® END 36' ROAD WIDTH - �����! » . .-420.45 ® --- - a ------ - -- -- _ 3683.71 S.F, ®I START TAPER I __� I.E.-#1�:•80 (6 CPEP, N) �, 8' PRIV. DRAIN I S I I E1_ i I I i 10 z �r '1. lY i = 1 00 �- _.._- _500 ' WIDE DRAINA ESMT.- I F'Ep \ S, , I E 418 46 ESMT. - - - - -1 - = T-I ------ IM i 1 6 PVC ROOF/YARD DRAIN STA 2+03N17.9 RT I �� 35.00' S 0.50' 8.50 �`��'✓ ; 00 N 3931.79 S.F. w I COLLECTOR PIPE S - INSTALL: I 0 ° �p , ,��.�-� CATC:i BASIN 1�0: ,�-TYPE 1 I I �0 N ,� DWY - DWY bWY 5 (WIDE CONC. SIDEWALK �-� op 6 PVC ROO YARD DRAIN ,r.4� •� {SEE C.O.R. DET. N0. 8=01_) I 3 F 12 WHEEL 'CHAIR RAMP (TYP) I W _ rr���� '1Q STUB OUT N I I �{- ni RIM=•42�.79 EP i g,- '4'L•�•• - ` " S .60% w SEE C.O.R. DET 0. F 06, ALT) _ Z ��'1.IB ����• � o LE.=419.89 a I.E.= 7.95 (12 CPEP, S, E) S CL S N I '_S - - -- - 1< .46 (6 PVC, W) I 6+ G.87 v 0 6+00N 3RD STREET 5-fj00 -' w-.------ - - _ --- - - 2b.00' _ ' _ I Q SS M -S ER MH 0. 3 ti Z o 17 275.79 L. 8 PVC SE R MAIN S=O.00FT/ N -„-END Ss M ! 20 ASPHALT 0. i� 20 LF 12"CPEP -� cn N " I fU- N88'22 11 ,W PVMT. 61 L.F. 12 CPEP N __ , _ ®._ht 'j G� N S=10 00% N 1 I < ® 45.22'� 43.00 47. 0' I 3 H- r� S=0.62.E 1 ' 1 0 ( z `•V h -- _ 5 WIDE CONC. SIDEWALK AND UTILI E EASEMENT Q o - I 1 ' ` CCU /%' /� 124.49' -- --- I ` �I- - - - S �`' 6 0 STA 6+11„60�16 LT INLET I.E. 6 PV(, OF�Y D DRAI s�,,�''� N tD �? - S� 3`� °'°�o INSTALL ¢, `a I W/ TRASH RACK & TUB OUT , STA 2+ 3,13,,LT d' ` c W RIP RAP PAD I 00 O II ii ,CATCH BASIN N0. 1-TYPE 1 Q I 6 PVC ROOF 'YARD DRAIN I,E,=419•39 , INSTALL:. � --1 J � % FA O a ; (SEE C.O.R. DETAIL Nb. B-01) I STUB OUT CATCH BASIN NO. 20-TYPE 2-48 Q 20�F ; RIM=421 9+.4-2-_. (C � I.E=419.79 WITH OLID LOCKING COVER ^ `�' '' I.E.='417 38 12" CPEP, N, E ' ,, � n ®� ' x °`� � Cp �� ( �) STA 5+50N 16 LT -- .. _SEE C.O.R. DETAIL 0. BR-01 E & BR-_0_1_ 8 h a I �2 Cp gyp' -�� 1'- _�------ INSTALL: T�- -p r� RIM==4ft M b U w I 11, E I !.E # .5�� 12 CPEP, E Q c� I 11, r ICATCH BASIN NO. 1 A -TYPE 2-48" 1� 1, l ( ) _ OW CB #19A (TYPE 2-48 ) 0 3 w ,! - I.E.=44 6 (12 CPEP, N, SE) cry c) N I W/ BIRD CAGE LID, I(SEE C.O.R. DETAIL NO. BR-01) SCALE: 1= 2® o - I I I ,, �- '�;s }'' o w 2 0 I RIM: � (EMERGENCY OVERFLOW)�•7Z.. , IRIM= 4435. Q2 S.F. N �, 3758.19 Sty. FT. w z „ 00 ® IK, 4160.19 SQ. FT. _ O I OUTLET I IE: 4�7:Ei (12 CPEP,S)4{�•G II.E=# 7-0 (12 CPEP, E, W, SE) o !�' 1. . '413.00 (SEE DETAIL SHT. 11) o I �IN I o � � w IV) I I ' ! LOA 04-- 031 zl Q �� 33 1 �.z I L I RETENTIOj1 DETENTION'' _ _ _ _ RECOMMENDED FOR APPROVAL , C7 plcD I L'� ---- -----_ STA 2+59 3� LT-HOQUTAM AVE NE O o I POND =STA 030-43 LT -NE 3RD ST �'16' 1 16' z1 I (SEE SHT. TRACT BY: DATE: = ' INSTALL: CONTROL H N0. 19-TYPE 2-54" DRAINAGE SEE C.0 R. DETAIL NO. BR-04 2� 3' , END CURB GUTTER' 13659.45 S.F. - - .• BY: DATE: I ( RIM .00 25 I & SIDEWALK C�,,. I.E.=415,00 (1 CPEP, NW, SE INLET) `,% ss MH'^ I PLAT LINE BY: DATE: , 43.00' I 32L 1 ..,PEP L - - - - - - - - - - ------- 45.24 } ' _ S88'22'11 "E 165.24' STA 2+92-16' RT & LT 5=0.5 +� 1.6', LT S88'22'11 "E 277.56' BY: DATE: STA 3+26.N END TAPER a, INSTALL: I ° (fit 6 PVC ROOF/YARD DRAIN BEGIN 32' ROAD _p► CATCH BASIN NO. 1'1-TYPE 1 C I rr O F° R E N T' O N o Teve STA 3+26 16 RT (SEE C.)b.R. DETAIL NO. B 01) Al, � s � cF STUB OUT CATCH BASIN NO. 10-TYPE 1 4 DEPARTMEkNT OF PUBLIC WORKS P NASgI I•E•=419.3 }! RIM=+-r-41.i J. J (SEE C.O.R. DETAIL.,-_NO,--B-01) �FG' RIM--n a.,., I.E.- 12 cPEP w ROAD/DRAINAGEICOMPOSI TE PLAN of WASy� � �--- » -, ZI .gG . I,E.-4$b7 (12 CPEP, E, N N_4"$.(�j ENGINEER:' GRAPHIC -SCALE I.E.`=449� (6" CPEP, E, N) E= -I $•�t JAEGER ENGINEERING JERICHO PLA T Fal� fw'Q Jt°� 20 0 10 20 40 80 q i s'OA'AL LAtyID e "t 4� 1 REV PER CITY REDLINES 10--7-04 9419 SOUTH 2O4TH PLACE DESIGNED: JJJDATE: 8/04 FILE NAME: Ft! c►7sr ° ��'�" KENT, WA. 98031 , `,Sj�AL E�yG ,�`0 2 REV PER CITY REDLINES 3-4-05 DRAWN: DBA ( IN FEET). PHONE NO. (253) 850-0934 SCALE: 1 =20 FIELD BOOK: PAGE: ' REV PER CITY REDLINES 5-7-05 CHECKED: JJJ - 20 �t. � 3 .��_r- FAX N0. (253) 850-0155 1 Inch - - EXPIRES: 3 1 2006 APPROVED: DIRECTOR OF PUBLIC WORKS NO. REVISION BY APPR. DATE SHEET: 3 OF: 21