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T-315901
A PORTION of the NF_ 1/4 of the NJ" 14 SECTION 5, TOWNSW 23 N., RANG 5 E.9 Wm NU'E: IN" DIN. CMP PIPE t CATtht 17>0,51MS N No it Dlq, PIPE 4 Cp'TU{ M51tis NOTE: ALL CATCH BASIN OFFSETS 544_L M QRINNTV_L.y tMIKITR11JFj� ARE TO FLOW LINE OF GUTTER. CL A Z J CL Z a- C 'j Lai 1 ©■ Z I "0 a L � z 'M 1°I va 1 a 1� 0 N li ' • 93.91' wl I Ljj I TWO- 25' LONG ROOF /GUTTER \ Q. DOWNSPOUT INFILTRATION I I TRENCHES. 2' W104 LEVEL I EN TAPER EX aM 3 +1D 1305 tfi I (SEE DET. SHT. 6) (TYP. EACH I ASP LT TAPER WM # O 1Y +50 HALT 5 I C�tt� nt'E 2- u i LOT) I I TR A sITION RAMP I I I Fzm 3071 (36" 1.614' IF_: �` '�� 2q CURB. GUTTER I t W/SOLID, LOffu "G LW NO'30'4 "E 6 7.33 EWALK O 11 +26.34 I W x Z 12' cu CUT 93.91' 90.42' 54.00' 50.00' - z_ 50.00' 50.00' 124.77 (S_TD. D T. FROI N) Imo' PRIVFtfT= DRAM I 2-'- 31o" CAP o.o% ° EXIST. CONCRETE NE (SEE T. 5) �51✓MEntT 1 _ - _ I 1 8 LUMINAIRE AND POLE 1 Co1,l sl'R00- lo' W IM MIN MIN - /3 W PHOT CELL c I I A IE PIPE I4„ �, i a h i I I - (/ THIS SHT. / I I b 308 0 I I I T - --SLA �1 ±�. ' LT. 30 3) 30 �� _ 5 I I I „� S7R 3+70 51•o RT I i ! I E EDULE I 8 \�O n STA 4 +03, 53.23' RT 2 �� ID TYPE .Z 297 U9 I I I + tj v� CATCH BASIN NO. 4 TYPE 2 -54" �M' qt: + to 29T•1�� " ----- - - - --i I I N CL I CU CUT - RIM= 4.9.oz tE: 247 7f !� Nvtj2�911" I I W I 1 I I TYPE III JUNCTI BO ]JC _ g 20' VATE EASE OR (STD. T. I I.E.= Z9% Q (6' D.I., NW) I y,/ ROt)Np �1_ID w D ¢� I I I I ( I L _ _ _ _ 1 L _ I A ESS & UTILI S ASPH (SEE 5) I.E.= 49;W (36' CPEP I "? I I \ PRIVATE AD 295• (a2 � STA 4 +03.33 10.0' RT I 2000 SF I �i 3 I W N f Imo= Zq�.Zy(10" U CATCH BASIN 110. 3 TYPE 2 -54 I HOUSE I "? I I SE EDULEG CO \ LJ fl : RIM= 304�.SS �j�8 I FOOTPRINT ( �; �^ I I EXISTING HOUSE �\ '� ' I.E.- 29"1.1 CPEP, W) I (ASSUMED) I , �? I I 3528.7 Sq. ft. t I c3 V, 16' (s'e1 E 36D" E T CPP, Ed N •- i 3 0 Z 20' 20' = S (TO REMAIN) , RCIJND OLcLING LID 80.8 r ro RELOCATE SHORT RETAINING I -� TA 2 +93 12.5' RT I I 9 UNIT MAILBOX TRUCTURE ( \\ WALL (ALL ON LOT 1) I v1 I ATCH BASIN N0. 2, TYPE 2 -5 1 I (SEE DET. SHT. 5) I \ Z BEGIN STRI 2 0, :t; RIM- 307.17✓ 0' DRI AY CU CUT I \--- - - - - -- - - --� `•�' � � �.. I I 2 W CURB OPT CURB FLOW LINE ;'.." ' Y II .E.- 394.0 (1:2" CPEP, S) 3q. Q S A 1+ RT RETURN THICKEN EDGE CURB V7p ?:::;� II.E.= 49,�A (36" CPEP, N) I - - - - - -- -1 I i (STD. D FROM) ( C CH BASIN 1, E 1 25' RAD h 'b o: oY. I 295. mo I I I (SEE SH . S) (TYP) I RIM 311 e4.11� SCHEDULE EE WIRING DEDIC. Cc/ CATCH SIN NO. 5, TYPE `'1 "'`r 25'R 20' 1S' ROW I.E.= v7(1 \\ £XIIST. RETAINING WALL • 3.06 .�z -a. VAS_ ANDICAP RAMP O (8- D.L. SE) ,� • OX 5}. 50.00' - - - 50.00' S0. 0. - - - X - - - 107.48 _ _� MID-CURB RADIUS Q '.:.1 C NECT TO EXIST. CURB. `� :4''e: ri' e;:. ;' ;"' -12" CPEP 0 ,vsriiCC. �k/.1CTD�K - TTER R SIDEWALK h1. M N ) WA 15' r . 142 PR RI Tr\�•ICD 96' 82.55' EW S p >" ,; ^•w: :,: NEW 5 SID ALK ry�� I EXIST. MON. N '30'47 "E - - - -- - - -, - -- w�SM. 61 3.5 --0 16' I ' _ E X. P SEE WRING INSTALL MONUMENT EX PVM '� - eJs I (PER CITY STD. x•1031) \ +00 - ' - - 3 +00 - - ROW C' L- - - _ _ o' aaT \ \ EXIST. 6" WA R 35' P'VMT. 2 +00 1 +00 + 0 g ST +15.37 \ SAWCUT LINE X XIST 12' _PEP STUB 16' v SAWCUT EXIST. PAVEMENT INTX CEN L -DE -SAC \ �� F1 w N OI.E. =>"sa a 291. tc5 - -1 a = - 71 - - - _ - - C A M A S A N E. �; O PAVEMENT CENTERLINE TAO +oo (NE S - -��__ - - En 12" STORM -- - _ - _- -- -_ -� -- -- i -- -- _----- -_ - - -= ( T) sl�f X. 5' DEW K a - -EX 5' SIDEWALK -� EX ST LT - -� EX. ST. L. I \ _ f TO P.S.E. INSTALL NEW MON.- -- . A r� T A 1' TRANSFORMER (eTD. DET. H031) \ + \\ I I � I YJJ,fi I ► I � I 15' PUBLIC DRAINAGE EASEME I T I S 1 I EXISTING JERVICE CABINET I �' LF -12" CPEPO 5.297. SLOPE ' L Ftt J CQ U � ck .,. uRcv1'B I 5' Tm- 305901 s D•� I EXIST. 112 LF•�12" CPEP I I O 1.91 SLOPE DRAIN j STREET LIGHTING LUMINAIRE: VAULT I I INSTALL NEW FLAT LENS COBRA HEAD, POLE SCHEDULE 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III 1 POLE POLE POLE POLE MOUNTING ARM CIRCUIT COMMENTS DISTRIBUTION ON 25' DAVIT POLE WITH 8' ARM. NO. I.D.# LOCATION OFFSET HEIGHT LENGTH NO. ALSO INSTALL We-DOT TYPE II JUNCTION BOX (SEE CITY STD. PLAN #J -11o) AND FOUNDATION 1 „3 ?0910 STA 11 +05 20' LT 25' 8' A -3 NE 24th ST. PAD. POLE SHALL MAINTAIN MIN. 10 C LEARANC E ,rnAfONdJS AUS' AAP 1 '� TO ANY DRIVEWAY. INSTALL PHOTOCELL ON ' s /seo.4e 3 4 LUMINAIRE. 0. E LW OF THE WE 114 OF SEC. 5 -23 -5 r 1247.67' 3 rOfAMD .���E WIRING SCHEDULE - - - - - Nb JO'47'E _ 1_ _ _ AS- 5 U I L 1 eo7.u' L 1/4 oat of SM 5 -23 -5 STA 16+74.2D RUN NO. CONDUIT SIZE CONDUCTOR C: MMENTS hsS @5VIL.T PE2 \!( M, of RENMN CoNMOL �l F L_ D SUR ° w 57 FEET I 1 2" SCH. 40 2 - #8 AWG (USE -XLP) LIGHTING Z5�{T�Po1°- SURV�yI►.iG Fmm rte. " �v PER PLAT of W liIT1EN "°°' I 3 - #10 AWG (USE -XLP) PHOTOCELL ON P�uGU� , ZAO4• (1 wc. Be Pc. es k' �•� �' 1 _ #8 $E1 GROUND - GRECAI GROUND �'N"Ao�yj^ ELN- 31 u ►E!7 A10110M 8 ( 2 2" SCH. #990 2 W� & LIGHTING �/ q� 'D4 KsY1E0 4- 2e -20O0 1. I \ R1'w /3 -# ANT USE %X D PHOTOCELL COACC. Mary AV CASE 3 2" SCH. SM 80 OPEN (PULL HARE) SPARE (6nASS cw w/) elr.at' AI�3o�7 Atl3o'471e Y GRAPHIC SCALE C,IIfAS Ai3' �a' 7 am, EXISTING CONTACTOR CABINET ld AO-07POZ- CONTACTOR CABINET 0 JACQUES PLAT 20 N of fD I / SERVICE CABINET I.D. N0. 0069 i00 AMP I NEW CIRCUIT A -3: 40 A CONTACTOREAKER �� �A I�I�A3 � � J JA y/p !1>R'� I Fo (FOR NEW LIGHT ON NE 24th ST.) 40 I �`a •w,� F C► sc 1 -• `� I [J 2Der734 i ! L �'� red). %rp CONTRIM MGR EIPIRES 3 1 2aoe ND. RENSION er APPR. DAZE Tw • • 11v •III' ID 20 40 so ci-rY ag+ nmw -raw DEPARTMENT OF PUBLIC WORKS (>K �) 1 _ ROAD AND DRAINAGE PLAN 4 LI RKMr- DEMPS PLA T PLIV4 - ENaNEER: JAEt3ER ENaNEERINQ 9419 South 204th Place Ken t, WA. 98031 Phone No. (253) 850 -0934 Fox No. (253) 850 -0155 oESaNEO JJJ DATE• 3/6/04 F E NAME DEMPS -2 DRAW JJJ 1" - 20' � � .AM a+Ea� o z APPROVED- 2 OF: 7 SiUANNED UL;1 06 20b3z /0?-0,' fk - a /FIYO' C 7_ j /I% o! Lm F R 4 3",,12 t4 ` ` w • 4 ���