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Home My WebLink AboutzS-2973SetI-- F— C/') n n r) 35uh, 19 SEE —SHEET -161T III tiJ 331ME z O oa o o PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SEE SHEET 2�J N SCALE: 1 40' 0 20 40 80 141 A- ,-A�, -F % A-1aUALT I STREET AVENUE IN,T 10+78.35 NE 3RD STREET = 96.49 LYONS PLACE I. 1 ,-43 j II D ASSOCiAT ES 11814115th Ave. NE K,rkJand, WA 980346923 425.821-8448 425.821-3481 fax 800.488-0756 toll free w tlada-- PROJECT LANDSCAPE ARCEMCr FIRST SUMMAL DATE: 11121101 -4 Z MICHAEL L. MANESON. PE PRWICT-MAN&ACM AlUJAM CONDREY PLS 5416 J7.LF I i T 26 LID= 331ME z O oa o o PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SEE SHEET 2�J N SCALE: 1 40' 0 20 40 80 141 A- ,-A�, -F % A-1aUALT I STREET AVENUE IN,T 10+78.35 NE 3RD STREET = 96.49 LYONS PLACE I. 1 ,-43 j :t cc QC Z L CO TRIAD ASSOCiAT ES 11814115th Ave. NE K,rkJand, WA 980346923 425.821-8448 425.821-3481 fax 800.488-0756 toll free w tlada-- PROJECT LANDSCAPE ARCEMCr FIRST SUMMAL DATE: 11121101 -4 Z MICHAEL L. MANESON. PE PRWICT-MAN&ACM AlUJAM CONDREY PLS 5416 J7.LF I i T 26 ti :t cc QC Z L CO 01 F� R, aaa % \6-7h. PROJECT LANDSCAPE ARCEMCr FIRST SUMMAL DATE: 11121101 -4 MICHAEL L. MANESON. PE PRWICT-MAN&ACM AlUJAM CONDREY PLS 5416 J7.LF I i T 26 ti SCALE: HOEL 11=40' VM.:NIA 01 F� R, aaa % \6-7h. PROJECT LANDSCAPE ARCEMCr FIRST SUMMAL DATE: 11121101 -4 MICHAEL L. MANESON. PE PRWICT-MAN&ACM AlUJAM CONDREY PLS 5416 J7.LF I i T 26 01 F� R, % \6-7h. PROJECT LANDSCAPE ARCEMCr FIRST SUMMAL DATE: 11121101 5416 J7.LF I i T 26 SCALE: HOEL 11=40' VM.:NIA �%3� A. LO" of WAS GVP 4ER77CAL DATUM- NAM 88 HORIZ. NAD 83I91 NOM ALL SAN ITAR PROPOSED BASIS OF 63191 BEARING: HORIZ NAD IST `sJONAL CITY OF RENTON CPS CONTROL NF7KVRK HOLDING CITY OF ROVTON MONUMENTS CO.R.P851 (BASE POINT) AND r-O.R.PW 0 SEWER MANHOLES SHALL BE 48' UNLESS 07HERWSE INDICATED. ORIGINAL BENCHMARK C17Y OF RENTON- '1851" = A 3-112' DOMED BRASS DISC WTH A PUNCH EXPIRES: 10/22/02 41allaa MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INIERSECT70Y OF NE 47H STREET (SE 128TH STREET) & 140TH AVE. SE. ELEV. - 398.549 Checked for Compliance to City Standards STAN NOT VAUD UNLESS SIGNED AND DALED SECONDARY BENCHMARKS: 79M-A = TOP OF A RAILROAD SPIKE 1.20' ABOVE GROUND IN THE NEST FACE OF A POKER POLE W1 TRANSFORMER ALONG THE EAST SIDE 10D NO. 01-108 5111 OF 144TH AVENUE S& AO' NORTH OF NORTH EDGE OF GRAVEL POLE SUPPORTS POKER TO HOUSE / 13016. ELEV. - 431.56 ZSM-B TOP OF A RAILROAD SPIKE 1.00' ABOVE GROUND IN 'ME NORTH- : SHEET NO. 28OF:,36 EAST FACE OF A POKER POLE LOCATED IN 774E SOUTH NEST QUADRANT OF THE INIERSEC7701V OF '5E 132ND 57REET & 146TH AVENUE SE, POLE 1317969 167563. ELEV. = 42055 02001 TRIAD ASSOCIATES 7,' &/ 8CA41N 0-fflP IS 2W 01 F� R, C/-) F F _. T _2a V jl 1 •� _ - t. y` y3 # : I 5 +36 37 LF. 1 11674 775th Ave. NE I I I w� w J^ a" y r ^ 40 5 +41 25 LF- # # - ¥ 2 K.W. d, WA 96034 -6923 `" `. ''.\ 427.0 29 E b r w wii _ 1 ,.£% ' 6' /E 426.6 °°'I--•^ t�, r g I fF 432:8 425.821-8448 1 -. p n n r w 8, :. "+}r -� _ 9 l ^A:� `�. �`^, 4 +6 .'� LF. 33 F '^ - 6 @ }i 425.8213487 fax yx _ , _ / 800 488.0756 toll free 3 f' 6 /E 424.8 FF 431.68 0 _. ., s .. W If f f 1 ,� �� # i W tiadam -com TO BE FILLED ll' { / S �i' I \ _ �~h. \ 38 'SR �� 1 5 4+8 36 LF. ........� _ ..... `J o y I I .- - ,., ... �! { 2 +151 26 LF" / 6 IE 4237 0 ,, # [ 5 +16 i s- 423f �: ^ 37 ,r FF 433.08 s" IE'r14"6 w�; � FF 431.38 � 3 111 �/ \\ a i ,�' e i 1 � 0'1 3 +63 26 LF. ^` Y t ^.' _ _"" - OFF 'S8 ., 28 SSMH 15 4 +69 25 LF. m r m ' SEE SHEET 6 /E 4251 } t FF 431.08 z�ia €, FF 432.58 1� " �' J2 3+ 26 L �► 5,F84 36 LF f i t FF11.43018 6- IE •?r.3 F Die 6 sZi= I ` 6+11 3s L F t / Q IE 426 1 s/ t / EASEMENT 7YP \ +�, t b� 4 +49 25 LF. � I Q 1,3 36 6 /E 4227 V i st ;�-r ' ' i # 27 Z W 3 E sl FF,429.28 3i FF 429.98 i FF 43f.98 ^ [ �� ':. `I t'" f.'• -^ 7 \"z.� ., rr�~ , 6;421.F `•� `:, '''" x'`,. j _._42B O - 5 +04 2B.LF- 3 +94 37 LF. II� 1 V I 1 _ s f�% 424 '6-"_LE 4240 1 e m l y W -_ FF 42a se �. , . 5 +88.7, \ - 3 +52 25 .__ �.n ... .- --•,. ,. 4 -... _-- ..,,__.A.�.. _ e EX SD 6 /E 421.6 i# q _ _ _ # ¥? .a24'- S_SA/H11__ _ `�\ _ - ."_.426..:3::.- - -_ _ W \ � � 15 JP 'y-- _ mac acurnsn _ PT 3 +44 69 y l "'-''K FF 79� -6J, 4- K/ �"�` -�-^. i f E 3 +44 37 LF. t f ttt 2s # 6" lE 422 -4 1 II"0 18 � � -, <;�-: 4� - �< TRACT D r ^. r FF 428.58 "11110 III' i . I 6+ 23 LF ° arEry srAw / SSMH 4 `° p 4 26 /',; 1 �• ,(¥ 2 `'^. <' 6' IE 4126 ~ 1 k' 2 +59.65, 372 RT ~^ i S \ I III WI ¥ 6 J6 t PT= 1b�029 -y ,.--, -; TRACT C 0 \ `` Q �� ` ,'� �-'" � �`' :` :._ .� FF 427.58 g ` 5� n253'.a /�r / � / SSMH 5 � i 0.38 PC 2 I11. I r # A 'x„, ..3. 26 LF 4- 5.. .14 LT yob, II`f . � € 3 � � ¥ �' "^. 1 6" E"419-2 a g c I �c �' ° +34.46 5 °�- I r I � a I Q ✓ � , 6174913 42 LF. EX SD :3 +05 ^ '4' 4 L F. I 1 70 BE, REMOVED $GH 3 f 6- /E 4194 I'VIKIL-11 G ^ 2 5 i 'vA + IO�LI . , FF 427.38 �' - ti l I-- Er ,1d Mz ` °.,• -- TNT 7 +49.23 LYONS AVENUE ? # y k _ / - -- 3 +02 4� LF, # �. 1 +00.00 NE 2ND COURT �7 ft ,.. -,.»_ _ ->^^' c I I� jsj �•\,.^ ^. , .*'.:.. � ^� -' a. E / \ 6' IE 419W _ Q. 6 P �'I'!" 1 I € ( t �„^``"k' : : : -,$ .• -__ \ 2C' € RIVA7E i i ,. ACS EASEMENT Io� 24 18 -T1 - t PC = 1 +31-01 6-F56 416.8 F 6 +1E 418.5 z..... FF 416_18 1 tg 4- 1 _a - - <... �• 8+ L.F. 2B a g 9 Y -� >� / 1E 41az f t 1: FF 424.08 i W 426.48 ......................... 2 m Q 4 4 ...,.....- ...,:.....e� -'t;.� 'a2a FF 426.98', 1 £ Q 28 LF. _422 .. 19 i4T67 € 7 _ #s 42e_2� °-- _`-�-... ¥ n I ¥ , € 1� 422 � a o�at o 59T 57 58 fl- ;�; �� 4226 FF 4v.56 FF a2s38 FT 425681 �� • �I I I _�__,. 1 1 t -- 9 1 c'.• h '� �'... € � i a ,stn I i j 1 p _.. ry EASEMENT TYP ry1 g 'i, tt 1 £ -:." 2O `�1 - . F 1 `s o� < r°- 7 6 +34 45 LF. 6*54, 45 LF, N 7 +50 4S LF. 22 I-g - I _ - ¥.. 1 o _ €a D 6 /E 419 -6 /E 418.4 ; 6 /E 1417.7 �. .. 11MAEL L MARES . FL ` - - �- _ .;.� 9+a a� LF 4 e _ { PROJECT mum= "^ °" ° ; 6. E 4154 "1 # 'NT 10 +08.39 LYONS AVENUE WE f \y L ,p rn . ,• - ......- , ......__..,...420. -, -_._.' ' -SO °__ 1a - -_ __ ..° a `��. - "? ��"�� 4�1' 1-It - 70+00.00 NE 2ND STREET z i 4 MKDAN CQNAPEY, PLS PROJECT SURYMR _ ricer A. Loavls PE - '� -- - - - / i _ � � _ - _ =�-4 - -_- r - - � - ® -- D- N 42D__ PROJECT ENGURIER -- - - - _-_ _ 1 , a . ... '`ao _ ;. �a�.'__"' - _ .,.,, .,.s �,. 420' _�- I a :- . _. �° S(Gr= `=- `""G�^^zzrT = -�= "_ -- -°c _ -�� ._ �"� -, -- - - -- -- -- -- - - - -- -- , IL - ¥ I t.- ._._____- __, ._: - CT a- -_ '�^� T f- - - -firT z - - - -- PROJECT LANDSCAPE ARCR1TECf -� ..,.,...,. € : , Tj...- __ '�_ ..._........ __._ ..,... a22 .. _ SD �4L2 -� 0- '"� =r^ :� /NOIFILE _ 17 _�_�_ -�- `t.._, ' �a20 _ - _ - _ _ G21 ACT-- .��_ -_ mm _. _ - 422, _ ucr _ ,.,4z4 .. _sD - 1a sD --z _ �..- ,T _� I, -- .. -+-- FIRST. SOBYTITAL DATE: 11/21/01 w i- a _- c -J1-_ - - - =� --------- - - - - -- SCALE: 110ML1 -40' VW.:N /A SHEET I 7 SEE I7 y SHEET SSMH 2A SEE 32 SAYUUT AND REMOVE EX. ASPHALT, SEE SHEET 17 REPLACE IN KIND PER CITY OF 1 A V A ... . , , .. .. RENTON REQUIREMENTS (TYP) M S-m29*7302 A. 1,0O. GvP OF WAs d1fN W P I VERRCAL DA7UM- NA VV 88 / HORIZ NAD 83/91 NOTE ALL PROPOSED SANITARY c �EC1STeRE °c�`�� BASIS OF OF RE70N�� CCOWROL NETWORK SEWER MANHOLES SHALL BE 48" 0 �SfONAT, E� N Z HOLDING CITY OF REN7AY MONUMENTS CaR.p851 (BASE POINT) AND C.O.R.P852 UNLESS OTHERWISE. INDICATED. � O EXPIRES: 10/22/02 w o to ORIGINAL BENCHMARK. CITY OF RETOW Y- '1851' = A 3-112" DOMED BRASS DISC {NTH A PUNCH N MARK ON CONCRE7E STREET SURFACE AT THE CONSIRUC7ED i` 1N7ERSEC7TAV OF NE 47H STREET (SE 128TH S7REET) R 140TH AVE SE. Checked for Compliance to City Standards STAIfP NOT VALID o SECONDARY BENCHMARKS:, UNLESS SIGNED AND DATED - �aN1��i�t/� -B -aZ � °oa THAI -A = TOP OF A RAILROAD SPIKE 1.20' ABOVE GROUND IN THE WEST SCALE: 1" = 40' FACE 14iFiH nwvr 90' NORTH OF OR77i EDGE OF GRAVEL JOB NO. 01-108 1_9 o 0 20 40 60 POLE SUPPOR7S POWER TO HOUSE 113016. °o ELEY, _ 431.56 MET NO. L C 7BM -B = TOP OF AI RAILROAD SPIKE 1.00' ABOVE GROUND IN THE NORTH- OF �J EAST FACE OF A POWER POL& LOCATED IN 7HE SOUTH WEST 0 0 QUADRANT OF 7HE 1N7ERSEC770N OF SE 132ND STREET 8 1467H AVENUE SE POLE / 317969 167563. Z wwp �2%-�9'3 B". = 420.55 02001 TRIAD ASSOCIATES C 0, S - > �� o z SCANNED SEP 18 2002 FR 1 _€ �1 ' :e. : 4 � e, i� , C�� '� ?� >�o;��. SCANNED SEp 1 52002 � a � �, o x� � oy N o m� a a � H ' N W ti V w C/-) V7 n n n W 8 O ,,,*1 12 12 12 TRIAD ASSOCIATES 11814115th Ave. NE Krldand, WA 980346923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w biadawoeoom o WWAU W� 3 d Q �4 4a \ e► � Y 41 Q Au" Mialry as PRMM SU. MOB OC QO $V o i I 2 0 -- o s I 1� € — w v < 12 12 12 o'a a c WWAU Qnn: P 9b PB0786TtYeNAGBg WWAU PB0786TtYeNAGBg \ e► Au" Mialry as PRMM SU. MOB I o -- o s I 1� € — PRWRCf wMSCM ARCRf= < 4'S if — — - - — _ _ 2 € s € _ FlRSf SOW fM DAM 11 21 O1 SGLR: -€ 3 M U) € +` € -.. 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EXPIRES. t0/22/A2 O c7 !n E TOP 479.51 E - (MAIVH -F7 DROP CONNECTION 'o 4 r nfihr� IJ�/y�� NE PER DETAIL, { EET 33 - - �/ / V/'7P f1_VEI�UC ; , ( Checked for Compliance to City Standards y w 8' 1E 411.90 € N -N 8 /E 4oa.7o IN 8' /E 408.80 € Z STAW NOT OAID UN= ONRD AND DAUM & 0 70B N0. ./ 0-108 �o 4+00 SM ND. 31OF 36 s +oo 10+00 1+00 2 +00 .300 ¢aW Z w r °1�••�7 �� ®2001 TRIAD ASSOCIATES , Cif; 'p- ��l3o-fc SCaNNEDSEP 132002 5 011 R d, �. � a a � ~ a � � k � � PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., W.M. checked for Compliance to City Standards Tj� T�/� D � f�•�S�e� � nssocrnTes I € ; I f. - - ® i ..,._ .._ _._......... ...t o'er I /AAI,, ` rI} :� ..... ...... . . ...._ ... � � } I X i � I I 71874'I7Sih Ave. NE Kirkland, WA 980346923 I € 425.821.8448 � �` Cpl "� � , �c � � N07E.• ALL PROPOSED SANITARY SCALE: 1" = 40 r I �, 3 0 20 4o eo UNLESSM07HERWISE ND/CA7ED. � azs Bzi.3aei rax eooasamssrol€ »ee www.tnade�oc.mm i � � INT 10 +08.39 LYONS AVENUE NE � II� } II - 10 +0000 NE 2ND STREET I � ��,! t � I _ € � SSMH � EX FH � � EX r5 CPP L YON$ € I I� I I I � EX SIGN EX 8 OI EX FENCE T1 +4973 3.50 RT >> � � /�,�,,, _ i TO REMAIN ✓ ✓A IER MAIA TYP l EX BOLLARDS EX. 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E € ! i I � � _ . � .s.- . � _ __ _ . .. _ . � �.� � ___ ._�___ _ _. _ _ __ ... __ . z.._.._._.......... _..�. _.. �.____..____i._ ...� �__ _ �� _ _. _ � - -_� -.. _- . �..� �.. _.�.,. € (efA'TOA"EX C) .......... .. .. € € -5-- �-�-- il_'" € DROP CONN�ON 3 ? i SSMH i � i i II € ( PER DETAIL, SHEET 33 j s i � 8" lE 471.90 €( /N -N) � � TOP 418.1t € j � i I S ' 8" lE 408.70�(IN) € � (MATCH EXISTING) € j € £ ( r � f 8" lE 408.80 €(OUT) ( € 8" IE 407.92 (IN) � E € � � I € € i i € € [ 8" IE 40782 (OUT €) ` i � { - - I ,� A. LOO .�,P of WASFj 'tlf 7 V �, sP p � a � � � # i € € � � _ i I � � i € t € 6O" � 4 ' f r € i € ; € £ � � MATCH EJl/SnNG) � r € �� = 0.0090 I 4i%� ` ROP CONNECT/ON s ! 2891 4'w '?E E� 1� `SfONAL EN� � o �_ � } `•PER DETAl4 SHEET;33 �1 A € 1�J p � 4 � lE 404.33 /N i � r GALE:€ 1 H� TO,€ fl Ol�l� � � �� () ` � € �PROPOSLaPARKSIDE' SSMH 7 [ € IE 400.42 RIM 411 55 € ExalaES: iolzxloz 1 ` ;° � � (OUT) � £ � �.�� 4�� YGI� i. ` � ` € s �8'IE- 39 &55. (lN).., € - A �" 8" if 398 45 OU € LYONS AVENUE NE € I(PER PARKSIDE Go ART s� /Q� /Q� �� R� p� � � € € ?coNSrnucnoN PLANS nem�n � � a r oTHERS "' �o �- m .� ^� ro o [IRt,B� 57GNRD 9NB o " o I a rn � ^ c N n n m � v n ro � n � h ';? o m o o � N N N o 0 0 `* ° v v o 70B N0. O', �- /00 O � RG. w �o +oo » +oo ,2 +00 1,3 +00 �4a-oo �s+oo �s +oo » +oo re +oo �s +oo 2ar-oo 32oF 36 o Z oa as aw ww�o -s� -2973 ®zom miAO Assac€ATEs a � �, o x� � °> N O � r '� a �y N I� W rrI ;J w C` lJ ; S r 2 7� 3 � S SCANNED SED t 32002... 5 � Y l l s 3 /��T i '- h� y Cn I I I I a h O 0 3 a 'o 0 o- N W so Q4 W SEENOTE4 W SEEN07E4 F'VftIIVIVa a7CV. 7: UM /T5 CF PIPE ZONE UM /TS OF PIPE ZONE BACKFlLL MATERIAL SEE NOTE CONCRETE CLASS C BEDDING MATER /AL (SEE N07E 8) FOUNDATION LEVEL �C �B� PIPE �B \ (CLASS ADES /GN/�B FOUNDATION Ltrct� AA W (SEE NOTE 4 (CLASS F DESIGN/ LIMITS OF PIPE ZONE BEDDING FOR FLEXIBLE PIPE BACKFlLL MATERIAL SEE NOTE 5 �7' BEDD /NCI MATER /AL FOR RIC, /D PiP£ 1C NOTES, NOT£ 6) 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDATION LEVa-\ 2 HAND TAMP UNDER HAUNCHES ] B 3 COMPACT BEDDING MATERIAL TO 95.Z MAX. DENSITY EXCEPT DIRECTLY OVER PIPE HAND TAMP ONLY. /CLASS & C. D. DESIGN) 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFlCTA77ONS FOR TRENCH MOTH "W' AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH ND7H, IXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ". BEDDING CLASS DESIGN S. TRENCH BACKFILL SHALL CONFORM TO 'DACKFlLUNG SEWER TRENCHES" IN THE DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F SANITARY SEVERS SECTION OF THE STANDARD SPECIRCARCNS� EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE *"UK BACKFILL MATERIAL A - o 6. SEE 'BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREG47ES SECTION OF THE f2 MAX ZERO STANDARD SPEORC47TONS FOR THE MATERIAL SPECIFICATIONS B 114 as 1/z as 1/e as aao as 7. SEE 'BEDDING MATERIAL FOR FLE) BLE P/' £"' IN THE AGGREGATES SECC77ON OF STANDARD SPECIRCATION FOR THE MATERIAL S1'ECIFICARONS C J/4 as 1/1? as 11a as as — B PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS . A _ 4" MIN. 27'" LO AND UNDER MAINTAINED. 6•' MIN OVER 27 "LD. PIPE BEDDING FOR SANITARY SEWERS 3 4" SQUARES SPACID - 3 4" AS /NO/CA7ED - HT. 1 8 NOT 70 SCALE CITY OF RINTON DWG NAME• BW18C ro o�rc. omr p PROPERTY LINE __ 3' MIN. 8' FUN( 6" BUILDING SEWER PIPE 1 BUILD W TEE WITH 5" SIDE OUTLET j 2'x 4" STUDSERVI MARKER PAINT UPPER'POR77ON'. WHITE W ANS STENCIL ON SIDE WORDING o SEVER' NTH 3" HIGH BLACK y LETTERS AND j6 WIRE MAPPED B" SIDE SEWER AND BVILD/NG SEWER AROUND THE STUD AND EXTENDS TO THE TOP OF THE STUD. UNLESS O7HERNSE APPROVED BY THE CITY, MAKE. TAP THROUGH CAST IRON SADDLE SECURED 70 SEWER MAIN W17H STAINLESS STEEL BANDS S WHEN CONNECTING NEW SIDE SEVERS TO EXIS77NG MAIN. PIPEIFlSEVER MAINS ARE 70 REINFORCED DRILLED RE7E; D1 PIPE AND C7 60" ALLOWABLE MAX �'( UN_ OTHEF p4! FOR CAST IRON PIPE jli 5 MIX 1r3 �y /q.E OC10 AT PROPERTY CONCRETE \ / �. OR DUCTILE IRON PIPE. BLOCKING P�.� 6L THE LOWEST H d'AN i Mw-CRE IS LOWER. C0� 2% MIN SLOPE 1 1 HORIZONTAL 6" MIN.T 6 SIDE OUTLET TEE \ I SEWER MAIN `- SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT NA/N OVER 25 ELEVATION STANDARD SIDE SEWER INSTALLATION L NOT TO SCALE CITY OF RENTON DWG SP PAGE: B078 O N It: SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING CHANNELING COATED (SEALED) MIT/ A HIGH SOLIDS URETHANE COATING, WASSER MC- CONSEAL OR APPROVED i�Wp..,i7 -t9�s EQUAL: COLOR OF COATING SHALL BE WHITE. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG NAME: DR28 SP PAGE: B071 4 • "•• �•• ••., •�•,�. •• �., ••••••• sauiraarsExmNOTESANDSpECIFlCanays 112" WEB 8 PL �r 1 ' x 3" x 3 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE Wl7H THE STANDARDS AND NCW-STOD PATTERN SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST ED177ON OF CAS! INTEGRAL ON TOP 26 -3 8" THE WSDOT/APWA STANDARDS AND SPEGT -OF-NS _ 25 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE UM /TED 7O - _ 24" 1' 6° 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS 07HERMSE APPROVED IN er __7 nj12 BY THE TRAL9MT47 DIVISION AT 277 -6222 ALL STREET U 2j_ 7EPARTMENT FIR DEPARTMENT 24 HOURS IN ADVANCE. THE POLICE - �4rsr` DEPARTMENT, FIRE DEPR7MENr AND 911 SHALL BE NOPFlED 24 HOURS --i 1 -1/4" � IN ADVANCE. 4 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD 1 4'" SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONS7RUC77ON" PREPARED 1" SEAT BY WASHING701V STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCYA77ON, SEC VOW As -A LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFlCA77ONS. FRAME /NON- LOCKSYG) COVER (AYON -LOCI a) 4. ALL LOCA7701VS OF 00SRNG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND A FOR 5/8' --11 KC x 1 -1/4° 5/8" 3/8^ �f� -3/8- CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. SS SDIG I)LL CAP SCREW (3 REDI D.) ` �1_ 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NORCE SHALL BE 8 7WWAL NON -SOD REQUIRED PRIOR 70 STAR77NC NEW CONSTRUCTION. lT SHALL BE THE �!/2" (TIP) PAT7Eld1l I I CONTRACTORS RESPONSIBILITY 70 SECURE ALL NECESSARY PERMITS PRIOR f/2 �2" 10 STARTING CONSTRUC770N. (INSPECTION WILL BE ACCOMPLISHED BY A (T)P) A ! 25" REPRESENTA77W OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 NORFY THE CITY INSPECTOR 24 HOURS SECT /ON B -B IN ADVANCE OF BACKFlLUNG ALL CONSTRUCTION. RAISED 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND AS RE4 .. SEE NOT.- LETTERS BELOW SEQUENCES OF CONSTRUCTION AND FOR ,''H£ SAFETY OF PA917"..ERS AND 07HERS ON THE CONSTRUCTION SITE UAOERSIDE SHOWN FOR CLARITY 3/4' CORE (TIP.) CW 23" B.C. 7. IT SHALL BE THE RESPONSIBILITY RELATED R THE PRIOR T AN C 70 OBTAIN STREET DRILL AND TAP 5 8 =11 AL 1 -1/2' 09W(T)P-) (LOCKING) USE AND ANY OTHER RELATED PERMITS PRIOR lO ANY CONSTRUCTION. ON &G Tm 3 PL 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES FRAME (LO :HONG/ CONEII DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 1_ FEW NOY- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL g A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHEREVER 2 FOR LOCYONG LID USE OLYMPIC FOUNDRY Na MH 31, D OR EQUAL. J. USE F77AIE AND COVER FOR STORM (SPECIFY 'DRAIN' ON COYER), CONSTRUCTION IS IN PROGRESS. SiANTARY (SPECIE)' 'SEWER) OR WATER (SPECIFY "WATER). 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W)774 AN AS -BUILT DRATVING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND MANHOLE FRAME AND COVER DETAIL PR EOFFEESS/ONALLI�SVOEYOR. ESSIONAL LNpNEER OR LICENSED NOT 70 SCALE CITY OF REN70N DVG NAME-' BR29 SP PAGE 8074 11. B LAYS L SHALL BE PLACED RAGE EQUALLY DE TH B07H SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE' DEPTH OF 6 INCHES. MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER 7O 95 PERCENT OF MAXIMUM £3 S E1ED 4LLY UT NT R WED VT DGE AS 4L R ©2001 TRIAD 'ASSOCIATES (L, C) w, 2 uj vJ Q W v, co � cc /T1SSOC IATES ' 1 Av 14E Kirldand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0758 toll free —taadasera Q Z 2 3 2 uj vJ Q W v, co � cc 2 2 W oc V � 9 9 9 m � 4 4 W � � S v �,y `MKHAEL L MAINESON,' PE PRNRIT. Y /NLC¢W WHUAM.. (aWMEY, PLS PRW6Cf SURVEYOR '.. GYAY A. LOLW.% PE PROJECT ENGINEER PRNECf LANDSCAPE ARCHMCf Fflo SOBYIITAL DATE: 11/21/01 SCALE: Hm -N /A': VW.:N /A L00 C'„Poy IYAS� dlfN W p 2891 4'w FSSeoIST A�Gti2 EXPIRES: 10/22702 4/0//02 SIANP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01 -108 "BEE ND' 33DF 36 a �� V 0 N 0 a a rn tZn H N W �'NhV V w SCANNED SEP 1 9 2002 S Is Y a u ,s— SCANNEO SEP 13 2002 i o x� o, N W I PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., W.M. Checked for Compliance t0 City Standards f�•C F�Jt� RLAD L ASSOCIATES „ ... ... ......... I y IC �'�—r' ..�.,... ,..._... .._. ;-'`.... ..._ .... ....: x I l I 11814115th Ave. NE KrMantl, WA 98034 -8923 t , I I= [ 425.821.8448 I 425.821.3481 fax I 1 I' ` SCALE: 1° = 40 o zo 4o so N07E.• ALL PROPOSED SAN /TARP SEWER MANHOLES SHALL BE 48"1 UNLESS 07HERWISE INDICA7ED. 800.488.0756tallfrae vww. daaassoc.mm ' lNT 10 +08.39 LYONS AVENUE NE ? t I; = 10 +00.00 NE 2NO STREET SSMH LYONS _. I I�� I EX SIGN Ex 8 D1.. EX FENCE f7 973 350 RT EX. FH ��.,^ TO REMAIN V ✓ATER. MAW (TIP EX 12' CONC t` EX BOLLARDS _..._.._._,_.. .__.. .. .. _.,...- ...._. EX WM a _x c EX MB .� ._ .� DI TCN_ -- ---'-- -- P Ex 75 CPP 1S _G EX. EDGE OF ASPHALT {TYP) EX MB's 14 +4.L46 f "�\ ._ /�� DITCH L YS� VEiIIUE -E END PAVEAIET{.T�'F t '' ✓ K10E�t,RA4EL 'v ACCESS PER ✓, ,_- ' Vi _—I-j— .T. _ — — _ — — 71 —� — — —_ _ — 3v —� _ i 74 --f — i —..._— -1 -- ✓6D �8:�---- .s' —_—F- 'ROAD ` Lx--- x_ DETAIL SH _T - - -- i6 17 18` 4 ' P °a —:... 1---- -t�jt' _�1 —='^ - _ _ _ r9 '�. 2G W _ SD —K WM"� I ! _ —_ p — — -- -.� __'/� — s . -.. — _- -"5��. s � EX MB c EX MB - s EX 18 CCP — - - - - -- ` -�-- .SD— +- `�- #SD< --" sl.EX P- P 1— 60" jNx J . 1R ROAD�G1 X _ _x _ _ X x -- Q Z EX CD EX 78 CCR EX :78" CCP EX. TECE g _____,f 47 RT f EX PP EX PP EX. 72; CT4P a72 — _- - '� � ` SSMH 2A X FENCE _ £ ' ) ASP3flALT. REPLA�fN f € r f SHEET 17 (TYP e W/ GUY SA T AND REMOVE EX/SDNG € EX. WM'S _ € lJ I = T EX PP 7R OH LINES• £ K/N PER CITY OF RENTON - TO S & SW) -- x - - -__ x— — — — — x— — PROPOSED PARXS7D EX FENCE RlM 417.5 (TYP 8' /E 398.55 IN ) (1 8' /E 398.45 (OUT) _ REQUIREMENTS (TYP) { € I I f lie W € { I ' o o - I — i I £ (PER PARKSIDE COURT T CONSTRUC770N PLANS BY DRIERS) F► L � i Q ` vtl��'w 0 LL LIJ Q :' ...... .... TS- (li' SEE gfEET 17 Q a o � 0 430i ([ ,- - -- - ._.._. - --�- - - -_. _ _ ...... - - - - -- _ 9B D y 2 €2N 3 € € 1 E ` t i t € #..� Otr.._�_._._.. __....._._._ ... . _._...... .. { ...._....... . € . ............ .....y__ . .. .. _._....._.._ .._...__..- ....... .. __ ----- .. _ ...... y_ ....___ j ----- -- € _ t _ _' -_.._ .__._--- ___ t TO$ 0 0 [ ! _ �n i t t 1 z ...... p........__ � —_.— .S7iNG PAVEMENT � - + [ m - -- _ - - -_ __—f4 O _ - -- - A n n € EX $' D.I. ' I------ 4----- - -p_ —_ i WATER MAIN JE=�� - -- MICHAEL L MAMESON. PE PRO= MMGER b' fROM�IH — FUTURE GRADE y Cn'P1 e W � ° ° + O € -- W m € / `,.,_,...... / � � � � �� MArcr7 Exisnn#c — — f7Nl GRADE OF ARK C011/2T s APPROXIMATE f'lNISH GRADE IYAY A. LOW /S. PE PROJ= ENGUV= PROTECT' LANDSCAPE �ARCMCT Q € # € € -- —. - - -- _ _ — — 1 OF GRAVEL AC SS (,� ROAD \` (BY dTHERS) , _ - fl ----°- 410 Mff So>♦JRT�TAL DATE: 77 /27/01 o 410 ` 0 `136 =8" PVC 5 =0. E050 i l s S i { t I PlZ' S =Q 0037 i �; 12 °E 409.4 MA/NFA/N EX/SDNG GRADE IX 9D -12" CMP � Of G�AVEZ ACCESS ROAD Fr ®1150 12" !E 4088 � II sceLE; amos: r =4o, vim.: M SSM = 60' ( € € TOP 419.5t € (MA.T _ _..._.__....v. € i i ( t € i € E I wl 4 DD DROP CONNEPON s PER DETAIL, ¢fIEET 33 M 8" 1E 411.90 !(IN [ TOP 418.11 8" 1E 40R 701 (lN) € € (MATCH E 7ING) I 8" 1E 408.60 (OUT) B IE 407.92 (IN) € # 8" IE 407.82 (OUTJ f OF WAsy Olt ;...._.._._...... - � aln n -r- { € ((ATCH EXISTING) - �`, t ROP CONNEC77ON — = 0.0040 — 1400 F'S E'0IST6RF' Gt. `SIGNAL 8� _ I CALE• 1 "= 40' HORIZ E e q� € �/� i °%E �33 (I"� I /E 400.42 (OU7)£ i p I {p PROPOSED PARKSIDE SSMH 7 E R/M 477: € EXPIRES: 10/22 /02 € i 1 4' 7GRT. E YONS AVENUE NE - [ 398.45 OUT PARKSIDE C00)ll�$RT (PER [ 'C0NS7RUC77ON PLATS t STAYP NOT VALID AND DATED Ez r o7HERS UNLESS SIGM /� ./ ./ Q 7DR ND. 0.1- 108 N IS .- n n T ^7 V b h O ai h "� o o a o N N N o 0 0 1 ND 1 W 10+00 11 +00 12 +00 13 +00 14+00 15+00 16 +00 17 +00 18+00 — 19+00 ao+oo 320E 36 o Z o� Q A wwp -s'97i (C) 2001 IT¢iAO AssoaAlEs u ,s— SCANNEO SEP 13 2002 i o x� o, N W I 8 in W a a s a 1 8 3 Cd 4 I ttA^^ vl 00 Q I 0 t� 0 0h h� 0 N� 9 NV tr, Q� M 1 3 i 15, PEMM ACCESS EASEk"T 4 g .. -I J. .. >.a SSW 14A Q.� SEE SHEET 16 g �Z. . Q Jf 1 I' 1 t E 1 _ .......... ........ PORTIONS SEC. 15, TWP, 23 N., RGE. 5 E.9 W.M. ,l � / I 28 +20.66. 2A39 6 LT Pic -1 SA NWT AND RELOV£ 1 IX COAKNVE REPYA AV K ND PER OTY OF ' RENTOw REOUIREVENIS (TvP) CT, B 62 Ev nvE _ 41.?! • F 27+ 25 L 6 AE 428.5 i w / w 2 w � f to E E I; E E 7 2 0 U_) Q` O z wWAO 040 • ROIL P1 g1 SCALE: 1" = 40' 0 20 40 b0 i lo 27+87.31, 11.75 L T N Q. 1 ' SA *VU T AND REMOVE EX. ASPHALT O REPLACE lM KIND PER OTY OF ` REN7 N REQUIREAI£IVT3 (TYP) , Iq I •�`L INT 8 +0756 NE 3RD STREET -- 25+38.4,4 LYONS AVENUE . IN T 10+ 18.35 NE 3RD STREET t96.49 LYONS PLACE H 6 f , \� 10 +12.52, 7.70 RT X. W .... — E)(. 12 4w 600� 5297308 -NE 3RD S TREE T WRTICAL DATUAI -- NA VD 88 / HOAR /Z. NAD 83191 BASIS OF BE•AR1NCc HOR/Z. NAD 83/91 OTY OF RENTON GPS CONTROL NET*VRK HOLDING CITY OF RENTaV MONUMENTS C.O.R.11851 (BASE POINT) AND G.O.R.11852 ORIGINAL KNCHWARK- CITY OF RENTON- '1851' - A 3 -1%2' DOMED BRASS DISC KITH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERS£CT7ON OF N£ 4TH STREET (SE 128TH STREET) & 140TH AW. SE. ELEV. - 39a 549 SECONDARY BENCHMARK• THM -A m TOP OF A RAILROAD SP KE 1.20' ABOVE GROUND IN THE NEST FACE OF A POKER POLE W/ TRANSFORMER ALONG THE EAST SIX OF 1447H AVENUE SE; 9.0' NORTH OF NORTH EDGE OF GARAVE'L. POLE SUPPORTS POKER TO HOUSE / 13016. ELEV. m 431.56 IM-8 = TOP OF A RAILROAD SFWE 1.00' ABOVE GROUN0 IN THE NORTH- EA ST FAGS OF A POWR POLE: LOCATED /N THE SOUTH WEST QUADRANT OF THE IN1£RSE'Cfl01V OF SE 132ND STREET & 146TH AVENUE SE: POLE *4 317869 167563. ELEK s 420.55 FR 393 \6 +34. 37 C.F. — 6w 1E 429.7 29 FF 434.98 5 +36 37 L.F. 6 IE 42ZO 5-16 37 4Lj . 26 6 IE 424. FF 432.58 1 NOTE.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 48" a UNLESS OTHERWISE INDICA MD. Checked for Compliance to City Standards 1 FJAD ASSOCIATES 1"14 1196 AMO NE .,M98034. 425 - 821.8448 4Z-821 3481 Am WO 488 -0756 a wwul►. Z Wei 4. W 411 Q Q U V U U U z W Cn Z O V Z 0 w 0 U 2 2 C3 a a t �4 �4 <�C WCHAQ L MAMSON. PE PROJECT MANAGER Nadi" Pimp+Er, PLS PROJECT SURVEYOR aAY A. LOAN% PE PROJECT ENGUM PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11/21/01 SCALE: : 1 =40' VIW.:NIA ASBUVLT �Os7 1ITE4� bti� sj�NAL �� EXPIRES. 10/22/02 S /27 /OZ STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 0 im 108 SHE ` "°' 28OF 36 ® 2002 TRIAD ASSOCIATES J 0 7 eP SCANNED NOV • 7 2003 i •." 0 0> O 9 ON .1 W PORTIONS SEC. 15, TWP, 23 N., RGE. 5 E.9 W.M. ,l � / I 28 +20.66. 2A39 6 LT Pic -1 SA NWT AND RELOV£ 1 IX COAKNVE REPYA AV K ND PER OTY OF ' RENTOw REOUIREVENIS (TvP) CT, B 62 Ev nvE _ 41.?! • F 27+ 25 L 6 AE 428.5 i w / w 2 w � f to E E I; E E 7 2 0 U_) Q` O z wWAO 040 • ROIL P1 g1 SCALE: 1" = 40' 0 20 40 b0 i lo 27+87.31, 11.75 L T N Q. 1 ' SA *VU T AND REMOVE EX. ASPHALT O REPLACE lM KIND PER OTY OF ` REN7 N REQUIREAI£IVT3 (TYP) , Iq I •�`L INT 8 +0756 NE 3RD STREET -- 25+38.4,4 LYONS AVENUE . IN T 10+ 18.35 NE 3RD STREET t96.49 LYONS PLACE H 6 f , \� 10 +12.52, 7.70 RT X. W .... — E)(. 12 4w 600� 5297308 -NE 3RD S TREE T WRTICAL DATUAI -- NA VD 88 / HOAR /Z. NAD 83191 BASIS OF BE•AR1NCc HOR/Z. NAD 83/91 OTY OF RENTON GPS CONTROL NET*VRK HOLDING CITY OF RENTaV MONUMENTS C.O.R.11851 (BASE POINT) AND G.O.R.11852 ORIGINAL KNCHWARK- CITY OF RENTON- '1851' - A 3 -1%2' DOMED BRASS DISC KITH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERS£CT7ON OF N£ 4TH STREET (SE 128TH STREET) & 140TH AW. SE. ELEV. - 39a 549 SECONDARY BENCHMARK• THM -A m TOP OF A RAILROAD SP KE 1.20' ABOVE GROUND IN THE NEST FACE OF A POKER POLE W/ TRANSFORMER ALONG THE EAST SIX OF 1447H AVENUE SE; 9.0' NORTH OF NORTH EDGE OF GARAVE'L. POLE SUPPORTS POKER TO HOUSE / 13016. ELEV. m 431.56 IM-8 = TOP OF A RAILROAD SFWE 1.00' ABOVE GROUN0 IN THE NORTH- EA ST FAGS OF A POWR POLE: LOCATED /N THE SOUTH WEST QUADRANT OF THE IN1£RSE'Cfl01V OF SE 132ND STREET & 146TH AVENUE SE: POLE *4 317869 167563. ELEK s 420.55 FR 393 \6 +34. 37 C.F. — 6w 1E 429.7 29 FF 434.98 5 +36 37 L.F. 6 IE 42ZO 5-16 37 4Lj . 26 6 IE 424. FF 432.58 1 NOTE.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 48" a UNLESS OTHERWISE INDICA MD. Checked for Compliance to City Standards 1 FJAD ASSOCIATES 1"14 1196 AMO NE .,M98034. 425 - 821.8448 4Z-821 3481 Am WO 488 -0756 a wwul►. Z Wei 4. W 411 Q Q U V U U U z W Cn Z O V Z 0 w 0 U 2 2 C3 a a t �4 �4 <�C WCHAQ L MAMSON. PE PROJECT MANAGER Nadi" Pimp+Er, PLS PROJECT SURVEYOR aAY A. LOAN% PE PROJECT ENGUM PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11/21/01 SCALE: : 1 =40' VIW.:NIA ASBUVLT �Os7 1ITE4� bti� sj�NAL �� EXPIRES. 10/22/02 S /27 /OZ STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 0 im 108 SHE ` "°' 28OF 36 ® 2002 TRIAD ASSOCIATES J 0 7 eP SCANNED NOV • 7 2003 i N v �v •." 0 0> O 9 ON W N v �v W a N W a a I- I- i to C� i CL m Q 0 C5 0 IQ zi Q E o v1 °v Tj r� o pN� N V N61 Q. Q� c r Z 0 OD 0 V) E Cy- PORTIONS SEC. 15, TWP-, 23 N., RGE. 5 E., W.M. SEE � W LS LS 0 28 32 I FT 432 781 r b ! 1 y� �, 4+ F- 39 6 IE 424.8 fF 43168 ' •, " �/ 4 '`. + •rte ' 1 70 BE FXLED 2 +61 26 LF. -_ \ sh. „ 6 E 42.x. 7 a 6 E 42.E 1 •�,, FF 431.38 37 r _ IFF MW ' 15 6 !£ 422.3: f SEE SM£FT 16 FF 451.061 • r �d a . _ _., 2 4 - 430. 8 3+ 26 LF. �� 5+84 36 LF. 1 . _ . - _ 6 AE 421.3 s �6 1E 23.4 • 6 +11 38 LF- �• i0' PUBJC U11UTY r - 6 IE 422.6 EASEMENT TYP � • � O _-- Ex sa _ �3 c -w-• q I 3 28 FF 429. .�i�► `�► _r f «w- _. 6 /E 421.0 , 5 +04 26 F. 6 It 420 0 '..�, •� b 14 11 6 "1E 4: fF 4298 SSMH - " "" w" : 5 +94.65 4.90 RT ?p ,- t --� �. _w_ FF 42798 =: -Z . i �..� ♦ w . �- 6 +46 23 L.F.Q., V 1 ...... w 16 6 1£ 419.6 _ - www »w_t - _: - -_ TRACT C -�" r- FF 427.58 IL 6 +70 26 LF. S IE 419.2 wwww -r• SSWH 10 1.,47,1 j i..3 ,, SD " .: �:.:.:.: >,. 6 +74.91, 3.00 RT Y t , i v TO BE REMOVED v. --- -- _ _w SSWH 3 $ --- w-.. 17 7+48-46, 150 RT ter. IFF 427.18 1N T 7+49.2J L YONS AVENUE NE _ 1 i 7+06.00 NE 21VD COURT ` - - - '�. I i t _ «wwww_ t_ «w ' •: r � ' ? I', � ..- w + « a - w / we.w» _ •> www. w.wwrwwwr wwwwyrwww. _... oa. ,.., . r _ {.•• , Pt'= w v � r wwww »www •y w _w �w«w '-. $ , L �. _ ' .�. �. , .. _ '+ - Mw_r..... «_ »w wwww •\ _-.. ... � _ 1 Z 18 •`... ,•'i "ii ' -' `, «wwwww «lwwwwwr r «w �` i .'• _• .- wwrre « «ww ww♦w r. *_wwww k « . ----.. w .www _ _ FF 426.18 .r_wwww.. wk «www »w �" _ -.� L. ^__ .....,,•,. -. .._...._.- «.._..._. .......... w j • w .......... 2 r 'r LL �'•.`• . -- - , ¢ (• � - `� ! 22 -- "'••'^. ..«... r ..... -..... ,_......... ...._.... .......» - •- " w ._ - _ - r A : ,,• i ♦` r • ` ' {III/ y � Y www r r wr » w««..ww � «- w r - wr wry w«« -------------- r . - -.w w ' ' - •` ^`B +33 28 L .F. w_ - -- _ --- --r« wwww - - -w 6 1E 41Q2 r www .' 1: - w w.wwlMw. s w ay.MM.w. •^ w w .v w w�w �II _ Zc J9 +53 28 L. - •� �- �j �� ; � »� 19 s IE 416.1 � .. t `4 4 € . FF 424.08 ......... .......... ........... ....._.... ........ ._ . «..._.... ............_..,..... .... ` { ' 'D W f : .t S _ t : 57 58 59 X80 `II 1 I I .a FF 427.28 K427.W FF 426.38 FF 425.68 w 1o' PUBUC U nU rY a :� ,� i I{ N - EASEMENT 20 TYP - f _ N w M� . rp I 1 5 +4 45 L.F. 6 +34 45 L.F. 6 +54 45 L.F. : 7 +50 45 L.F. 4'2'` Ir 3 f r 6 lE 419.3 6 1E 419.6 /E 418.4 6 /£ f 17.7 i . ... ... . ..... ti ' v (v r n �• 1 - - 9 +4 23 C:F 1• ; -...ri -w- :,A. t..a Tk- �. ti v ,� . _- a n . y ..;..1. 'eeeVe' ,,.,r..e.aw n..� maw. : a,n�w •++rM, ,lb.w� ,ry.rsub71 waim R r:.� .... .. - o-ri weaiw ' 1 xb• _..... �.� _- .- 17 .. cr r__r. o y -..... ........... . G T - ........, ....... .. ...... ............... - .......... . - ......... _...... - ...._ __ ...... .............- . SEE SHEET 1 - r % , „ , , _ _ SEE SHEET 17 SEE SHEET 32 A 1 • • 6 • r • . r�r Yr\ • � -r -i to I /� 1 N 1 1 1 f\ 1 \/1 -\ /� i hf /� 1 1 . LI L _ f %.#I ♦ L- ♦. f %I 1 •I /III ♦. V_ 1 1 /�� ♦. �� 1f 1 1 1 1 / O Z w WAO.17 - ROIL �1 X91 SCALE: 1"= 40' 0 20 40 80 o6'iE i; 0 29 FF 434.98 16► 37 LF. IE 424.6 28 fF 43258 J+44 37 L IE 422.4 26 ' EFF: 430.38 / \ 6- 1E 419.4 n* nM111A rt I s N .,1 1 1 -4 } /\ r- r1 • r,% I♦ r\ I♦ r- fir\ • r♦ . t� ► . ,� . 3 l/ 1 I 1 / / � t� tt •\ 1 1 i IN T 10 +08.39 L YONS A VENUE NE 10+00.00 NE 2ND S TREE T ` _ ... -. ........_ . ........... - .._...::.... _.... .......... ..... ... v..... ........ w n.. ........ .�_ .. _ ........_ ._ .............. • _ ..... I -- . ....... - .... -.,• . ............ �. rs-r . ............. ............ 2 ........... ,._ ....... ...... .. ..... • .... -. -- - �_._____ _ . ---- -_ - .... . ....... .... ....... . .. ....... . A N'C T N R O ASPHA T. REPLACE IN KIND PER CITY OF REN TON REQUIREMENTS (TYP) VERTICAL DATUM- NAM 88 / HORIZ. NAD 83191 BASIS OF BEAR/NO- HORIZ. MAD 83/91 Cf TY OF REN T ON G'PS CONTROL N£T I1MRK HOLDING CITY OF RENTON MONUM.CN75 C.O.R./1851 (BASE POINT) AND CO.R.11852 ORIGINAL BE CHAfARK. C1 7Y OF REW Te)N- 018510 = A 3 -111' DOMED BRASS DISC W TH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 47H STREET (SE 1287H STREET) & 1407H AME SE. ELEV. = 39B 549 SECONDARY BENCHMARK 7sM -A = TOP OF A RAILROAD SPIKE 1.20' ABOVE CROWD IN THE NEST FAGS OF A PONE7R POLE W/ TRANSFORMER ALONG THE EAST SIDE OF 1447H AVENUE S& 9.0' NORTH OF NORTN EDGE OF GRAVEL. PALE SUPPORTS POKER TO HOUSE j' 13016. ELEV. = 431.56 79M -9 w TOP OF A RAILROAD SWE 1.00' ABOVE WOUND IN THE NORTH- EAST FACE OF A PONER PALE, LOCATED IN THE SOUTH NEST QUADRANT OF 1NE INTERSEV77ON OF SE 132ND STREET & 146 IN A VENUE SE POLE 1517969 167563 E'LEV. 420.55 NOTE.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 48" /' X. UNLESS OTHERWISE INDICATED. Checked for Compliance to City Standards Q 4. 3 W cc Z Q 1 Q 1 RLAD ASSOCIATES 11814 11ft Ana. NE wftoW. WA 98034-0923 425.821.8448 425-8213681 tilt 800.4w 0756 we Imm ufaIw- s W CA of Z 3 uj z LL 0 1- V U W x r OD 0 V) E Cy- PORTIONS SEC. 15, TWP-, 23 N., RGE. 5 E., W.M. SEE � W LS LS 0 28 32 I FT 432 781 r b ! 1 y� �, 4+ F- 39 6 IE 424.8 fF 43168 ' •, " �/ 4 '`. + •rte ' 1 70 BE FXLED 2 +61 26 LF. -_ \ sh. „ 6 E 42.x. 7 a 6 E 42.E 1 •�,, FF 431.38 37 r _ IFF MW ' 15 6 !£ 422.3: f SEE SM£FT 16 FF 451.061 • r �d a . _ _., 2 4 - 430. 8 3+ 26 LF. �� 5+84 36 LF. 1 . _ . - _ 6 AE 421.3 s �6 1E 23.4 • 6 +11 38 LF- �• i0' PUBJC U11UTY r - 6 IE 422.6 EASEMENT TYP � • � O _-- Ex sa _ �3 c -w-• q I 3 28 FF 429. .�i�► `�► _r f «w- _. 6 /E 421.0 , 5 +04 26 F. 6 It 420 0 '..�, •� b 14 11 6 "1E 4: fF 4298 SSMH - " "" w" : 5 +94.65 4.90 RT ?p ,- t --� �. _w_ FF 42798 =: -Z . i �..� ♦ w . �- 6 +46 23 L.F.Q., V 1 ...... w 16 6 1£ 419.6 _ - www »w_t - _: - -_ TRACT C -�" r- FF 427.58 IL 6 +70 26 LF. S IE 419.2 wwww -r• SSWH 10 1.,47,1 j i..3 ,, SD " .: �:.:.:.: >,. 6 +74.91, 3.00 RT Y t , i v TO BE REMOVED v. --- -- _ _w SSWH 3 $ --- w-.. 17 7+48-46, 150 RT ter. IFF 427.18 1N T 7+49.2J L YONS AVENUE NE _ 1 i 7+06.00 NE 21VD COURT ` - - - '�. I i t _ «wwww_ t_ «w ' •: r � ' ? I', � ..- w + « a - w / we.w» _ •> www. w.wwrwwwr wwwwyrwww. _... oa. ,.., . r _ {.•• , Pt'= w v � r wwww »www •y w _w �w«w '-. $ , L �. _ ' .�. �. , .. _ '+ - Mw_r..... «_ »w wwww •\ _-.. ... � _ 1 Z 18 •`... ,•'i "ii ' -' `, «wwwww «lwwwwwr r «w �` i .'• _• .- wwrre « «ww ww♦w r. *_wwww k « . ----.. w .www _ _ FF 426.18 .r_wwww.. wk «www »w �" _ -.� L. ^__ .....,,•,. -. .._...._.- «.._..._. .......... w j • w .......... 2 r 'r LL �'•.`• . -- - , ¢ (• � - `� ! 22 -- "'••'^. ..«... r ..... -..... ,_......... ...._.... .......» - •- " w ._ - _ - r A : ,,• i ♦` r • ` ' {III/ y � Y www r r wr » w««..ww � «- w r - wr wry w«« -------------- r . - -.w w ' ' - •` ^`B +33 28 L .F. w_ - -- _ --- --r« wwww - - -w 6 1E 41Q2 r www .' 1: - w w.wwlMw. s w ay.MM.w. •^ w w .v w w�w �II _ Zc J9 +53 28 L. - •� �- �j �� ; � »� 19 s IE 416.1 � .. t `4 4 € . FF 424.08 ......... .......... ........... ....._.... ........ ._ . «..._.... ............_..,..... .... ` { ' 'D W f : .t S _ t : 57 58 59 X80 `II 1 I I .a FF 427.28 K427.W FF 426.38 FF 425.68 w 1o' PUBUC U nU rY a :� ,� i I{ N - EASEMENT 20 TYP - f _ N w M� . rp I 1 5 +4 45 L.F. 6 +34 45 L.F. 6 +54 45 L.F. : 7 +50 45 L.F. 4'2'` Ir 3 f r 6 lE 419.3 6 1E 419.6 /E 418.4 6 /£ f 17.7 i . ... ... . ..... ti ' v (v r n �• 1 - - 9 +4 23 C:F 1• ; -...ri -w- :,A. t..a Tk- �. ti v ,� . _- a n . y ..;..1. 'eeeVe' ,,.,r..e.aw n..� maw. : a,n�w •++rM, ,lb.w� ,ry.rsub71 waim R r:.� .... .. - o-ri weaiw ' 1 xb• _..... �.� _- .- 17 .. cr r__r. o y -..... ........... . G T - ........, ....... .. ...... ............... - .......... . - ......... _...... - ...._ __ ...... .............- . SEE SHEET 1 - r % , „ , , _ _ SEE SHEET 17 SEE SHEET 32 A 1 • • 6 • r • . r�r Yr\ • � -r -i to I /� 1 N 1 1 1 f\ 1 \/1 -\ /� i hf /� 1 1 . LI L _ f %.#I ♦ L- ♦. f %I 1 •I /III ♦. V_ 1 1 /�� ♦. �� 1f 1 1 1 1 / O Z w WAO.17 - ROIL �1 X91 SCALE: 1"= 40' 0 20 40 80 o6'iE i; 0 29 FF 434.98 16► 37 LF. IE 424.6 28 fF 43258 J+44 37 L IE 422.4 26 ' EFF: 430.38 / \ 6- 1E 419.4 n* nM111A rt I s N .,1 1 1 -4 } /\ r- r1 • r,% I♦ r\ I♦ r- fir\ • r♦ . t� ► . ,� . 3 l/ 1 I 1 / / � t� tt •\ 1 1 i IN T 10 +08.39 L YONS A VENUE NE 10+00.00 NE 2ND S TREE T ` _ ... -. ........_ . ........... - .._...::.... _.... .......... ..... ... v..... ........ w n.. ........ .�_ .. _ ........_ ._ .............. • _ ..... I -- . ....... - .... -.,• . ............ �. rs-r . ............. ............ 2 ........... ,._ ....... ...... .. ..... • .... -. -- - �_._____ _ . ---- -_ - .... . ....... .... ....... . .. ....... . A N'C T N R O ASPHA T. REPLACE IN KIND PER CITY OF REN TON REQUIREMENTS (TYP) VERTICAL DATUM- NAM 88 / HORIZ. NAD 83191 BASIS OF BEAR/NO- HORIZ. MAD 83/91 Cf TY OF REN T ON G'PS CONTROL N£T I1MRK HOLDING CITY OF RENTON MONUM.CN75 C.O.R./1851 (BASE POINT) AND CO.R.11852 ORIGINAL BE CHAfARK. C1 7Y OF REW Te)N- 018510 = A 3 -111' DOMED BRASS DISC W TH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 47H STREET (SE 1287H STREET) & 1407H AME SE. ELEV. = 39B 549 SECONDARY BENCHMARK 7sM -A = TOP OF A RAILROAD SPIKE 1.20' ABOVE CROWD IN THE NEST FAGS OF A PONE7R POLE W/ TRANSFORMER ALONG THE EAST SIDE OF 1447H AVENUE S& 9.0' NORTH OF NORTN EDGE OF GRAVEL. PALE SUPPORTS POKER TO HOUSE j' 13016. ELEV. = 431.56 79M -9 w TOP OF A RAILROAD SWE 1.00' ABOVE WOUND IN THE NORTH- EAST FACE OF A PONER PALE, LOCATED IN THE SOUTH NEST QUADRANT OF 1NE INTERSEV77ON OF SE 132ND STREET & 146 IN A VENUE SE POLE 1517969 167563 E'LEV. 420.55 NOTE.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 48" /' X. UNLESS OTHERWISE INDICATED. Checked for Compliance to City Standards Q 4. 3 W cc Z Q 1 Q 1 RLAD ASSOCIATES 11814 11ft Ana. NE wftoW. WA 98034-0923 425.821.8448 425-8213681 tilt 800.4w 0756 we Imm ufaIw- s W CA of Z 3 uj z LL 0 1- V U U V U �.yy I�•1 a z � N o >� �a cz In 12 L a a a Ca A N S �aa�c MICHAa L NA MSM. PE PROJECT MANAGER W LL1A1l COAV E-Y, PLS PROJECT SURVEYOR au Y A. LOOM& PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FW SUBMTITAL DATE: 11/21/01 SCALE: n.: 1 =40' VW.: N/A A3B1NL T � 28919 �w ass ISTE� TONAL vp www EXPIRES: 10/22/02 S /27 /OZ STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. o 1- lay sm NO. 1Jor36 Q2002 TRIAD ASSOCIATES I i I i I I I le4 ro /9,7 �f SCANNED NOV • 7 2003 r u NZ NJ w �.yy I�•1 a z � N o >� �a J r u NZ NJ w M 9 W s :v s J a L • • a 3 .D Q i 0 S U U U U a 9y 3 N o •� m r I— Q N O s i 02 PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., 'W.M. 7 +00 O U U U U a Z N o •� m r N O s � 440 Q w 4 sG C ft.4 NS ~ N f d? aW7WUATKW rn e! b Q $ A N� i► AD Ma jW" ..... M g� N� 7 2 h Vol b Ni Q� •� �'r' .. ^� - wr.�r...._ - '= -r. «.. \ 1► _ / O Z w wp_i7. n 7 +00 O U U U U a Z N o •� m r N O Q � rn e! b A N� g� N� Ni Q� O Z w wp_i7. Mi 440 430 3 +00 V Q N � w 4 +00 o _. ....... _. 5 +00 7 +00 8 +00 9 +00 SEE MORGAN PLACE PLANS ti W ,o zao nilh 420 7-v? 1 +00 2+00 3 +00 4 +00 5 +00 6 +00 RID L L 1 9 1 r , , i F F 3 95 0 10 +00 11+00 SAM 29730 A CALE: 1 "= 40' HORIZ 1 "= 4' VERT. Checked for Compliance to City Standards 1 TR:LAD 11A14 1191% Amt ME KOkla d. VWA 98034.9923 425.821.8448 4252213"1 fax 800.W.0756 01 rI1�Mr. i W y ■! o� �I X co W LL 4 i.► V U U U U a Q oy > N o •� m r a a a MlafA Z L MATHESON. PE PROJECT MANAGER NXUAV CIONOR r, PLS PROJECT SURVEYOR CLAY A. LoawS. PE PROJECT BNGIIM PROJECT LANDSCAPE ARCHITECT FWT SUBMITTAL DATE: 11/21/01 SCAM: HM: 1 1 VW.:1 =4 asewc r hw '11 W--- � 28 919 �w r ST �0KAL F' N IN EXPIRES: 10/22/02 S/271&n STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01 -108 sniff NO. 30a3 F C 2002 TRIAD ASSOCIATES I I I I I I I SCANNED NOV • 7 2003 r w a Q oy > N o •� m r N r w W W d s IL s J a g o �W cn U �� I Z .- 4O m 3 Q I 6 PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., W.M. 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O co O" h aD h 0 +00 1 +00 2 +00 { '430 9 +00 10 +00 3 +00 4 +00 430 420 .. e CJ �z 7V /." 16' JIE 419.64 (NV —N) 190E419.Mt* -11' iB" /E - 4i (OUT) 419.50 I 6 +00 7 +00 _....... _ ' � ........ _ ........... _,.0 k 2 LOT 50 00 N II ' ........... ... a ............................................... ..............:................ ...................... + .......................................... ............................,, ........................ .......... ..d ........................... ............................................................. .......................... ............. ................ " TOP -#&&$4- 431 as :!DROP CavNEVION PER DETAIL, SHEET 33 6" lE - 40*eii (IN) AGO TOP DIRW N 8 w IE 41a4ral& (IN) 42191 7W MW .............................................................. ..............................8 _.IE -4f :,�;9� T ; f ,. (a�u) . .42 .......................... ()1 � r V - V ;i �E 1+00 2 +00 3 +00 4 +00 8 +00 - ?97308 CALE: 1 "= 40' HORIZ - 4'VERT. Checked for Compliance to City Standards C) 2002 TRIAD ASSOCIATES � W W� �Z �W O oc Q oc �c WQ) Fft- W �c �4 Z oc Q ZPC ,Q zj �4 O z m �W �Z 1 TRLAD ASSOCIATES 11814 1150 Ave NE Kkkfad WA 99034-OW 425.821.8448 425 8211681 tax 000.488-0756 a ie. s W of 3 Z• 0 W oc Q loft r` V V �W U U 4O _ ............ ................................ h.......- .- ....- .......... -...- ry .....................- ......... ........ ....-....-......- .................- .....- ....... ..s..y e $z +o • 1 O O Y � II 20 �M ,. ..... ....... ............. .............. ...... °..�......,. EX 8 WA TER e ...,...� ... . . ...... 1-41 .......1............ ....-.... ............... .................... ................ ............... , 264#-8- pVC Sam$ a ..................... . _....... .......... ................ ............................... ...................... 2 ....................... 410 TO H H2A --so (A�IATCH EXIST NG) LYONS AVENUE NE GmPE oE J3 9 +00 10 +00 3 +00 4 +00 430 420 .. e CJ �z 7V /." 16' JIE 419.64 (NV —N) 190E419.Mt* -11' iB" /E - 4i (OUT) 419.50 I 6 +00 7 +00 _....... _ ' � ........ _ ........... _,.0 k 2 LOT 50 00 N II ' ........... ... a ............................................... ..............:................ ...................... + .......................................... ............................,, ........................ .......... ..d ........................... ............................................................. .......................... ............. ................ " TOP -#&&$4- 431 as :!DROP CavNEVION PER DETAIL, SHEET 33 6" lE - 40*eii (IN) AGO TOP DIRW N 8 w IE 41a4ral& (IN) 42191 7W MW .............................................................. ..............................8 _.IE -4f :,�;9� T ; f ,. (a�u) . .42 .......................... ()1 � r V - V ;i �E 1+00 2 +00 3 +00 4 +00 8 +00 - ?97308 CALE: 1 "= 40' HORIZ - 4'VERT. Checked for Compliance to City Standards C) 2002 TRIAD ASSOCIATES � W W� �Z �W O oc Q oc �c WQ) Fft- W �c �4 Z oc Q ZPC ,Q zj �4 O z m �W �Z 1 TRLAD ASSOCIATES 11814 1150 Ave NE Kkkfad WA 99034-OW 425.821.8448 425 8211681 tax 000.488-0756 a ie. s W of 3 Z• 0 W oc Q loft r` V aaa o ANCHAEL L MA DESQW. PE PROJECT MANAGER WUuAAM ter, PLS PROJECT SURVEYOR CLAY A. Loaves PIE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11/21/01 SCALE: UDC.: 10-40' VW.:1 =4 ABBUILT � 28919 ww IST�4 EXPIRES. 10/22/02 A/2- 711 STAMP NOT VALID UNLESS SIGNED AND DATED JOB N0. O 1� 108 x SW NO. 31or36 r/ ,7? v , SCANNED NOV • 7 2003 M try °a N p 'C .TI r C=) CN z� W r ;J N w V V U U aaa o ANCHAEL L MA DESQW. PE PROJECT MANAGER WUuAAM ter, PLS PROJECT SURVEYOR CLAY A. Loaves PIE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11/21/01 SCALE: UDC.: 10-40' VW.:1 =4 ABBUILT � 28919 ww IST�4 EXPIRES. 10/22/02 A/2- 711 STAMP NOT VALID UNLESS SIGNED AND DATED JOB N0. O 1� 108 x SW NO. 31or36 r/ ,7? v , SCANNED NOV • 7 2003 M try °a N p 'C .TI r C=) CN z� W r ;J N w gn IL V) < 0 illll�l PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E.9 W.M. Q Q o Q) a �- -1 ....................... .. ... ............... ........ ... ............. ...... ... ........... ........ .... ........... ............ . :400 4 M v IONAL ......... ....... . .... ........... ............. A30 8-0— Rf: o — X a— 810-j a ova BY 07pm z 0 STAMP NOT VAID CONSYRUC770N PLANS ........................ A -N O 4K ..................................................42u Q; - R O 9 Z~ I I TOZ. NCO 'K PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E.9 W.M. Mec*ed 1br Comfimce to City Stondwds MO :/ &L S" TAR Y SCALE: 1"= 40 SEI" UAWOLES SHAU W 48 APO UACM 07hiERWSE A&WED. 0 20 40 so AV T 10 +016 39 L YOWS AVENUE NE 10+00-00 NE 2ND 57WET EX f N EX. 15 a:f L YONS 0 EX s1cm EX .6' D- 1. EX FENCE 11+49-1-11 -150'RT 70 REMAIN WA 7ER MAIN (TYP) EX 8QUARDS EX EDGE OF EX 12 CONC A SIPHAL T (5�P EX. MWW ajA VE WE x EX. me DfTCH 14+4.146 EX A16's D1 MH 12' WDE GRA WEL f END PA MWDVII 10- 7 . . . — - - -�-- =. - . — . - -, - -7 4-- L Y-(MS A VEWUE -WE ACCESS ROAD PER DETAX. SNEET 19 x Al. -Z-� I --.r , �44 L --.;' - . . . . . . . . . . . . . vow 8" pw 20 . . . . . . . . . . . . . . . . . ........... . . . . . .... . . . . . . . . . .. . . . . . . . . . . . . . .. . . . - - - iii . . . . . . . . . . . . . . . . . . . . . . . . . . . . w - - - - - - 1!W - - - - - - - - - - - --- - . . . . . . . . . . . . . 11� " . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . -1111r_ - - - - - - - - - - - - - - - - - - - - - - - - -7- 'A j EX. DIR T ROAD _R 8'. WIDE (TFPT-- 60w X— —x EX PP EX let EX171 EX. UB RIB x EX ;8" A. 18- 18' ccp X P \E PROPOSED PARK.SIDE S9WH EX. FENCE RIM 411.5 EX Pp 2A 60 EX. FENCE EX. 12 VEX C CCP _aILE Ir EX iWW EX. W'S EX. 18 Ccp t W1 GUY SA AND REVOW EVS7ING (SEE SHEET 17) —X— (TYP) 8 IE 398.55 (IN) (Typ) ASRHAL T REPLACE IN f is �. EX. PP ITR LINES 8- IE 398.45 (OUT) KIND PER WY OF RENTON 't ' TO S & SW) REQUIREMEN IS (Typ) PER PARKSIDE COURT COfVS7RUC770N PLANS BY OTHERS) of—st JI f—. 16 .. -0-- N p CE -7 �7= 7 \E EX ATR X. Pp lz�+Uv UU, 047 mi E F EX�IFEN� (OH P% Jt- - r W -e ILI 0, 1 r% A 11 01-10 — (.1 I I A-- st I 0 fd6— @a 8.0 1 v SEE SHEET 17 ........................... ............. ............... ---------- ....... ............................... ... . ..r ... ........... ................ . .. ... . .......... ...... .... ..................... r .. .. ....... .................................... ................ .... . ........ ....... ..................... ....... ........................................................ .......... ............................................• - -------- - ----------------------------------------- - ........ . .... .... .. . .......... . . ..... .... ................................ - ------- ..................... 430 ............ ........... .. ------------------.. . . . .. ..... . .... . ....... ------ Wj Z Ll Z C14 .... . ....... .......... ------ - ................ . .... ............ ............. ............ ........... ...... .......... ............ ............... ......... .................... .. ......... ............... ................. . ........................... ................................. ........ .. ...... ..................................... ....... ............ ................ ........... ............... . . ........................ ........... ............. ................. ............................... ....... . ............ ....................................................... ........... ............ ........ ........ ........... . ....... .......... ......... ................................................................ ............................. . ................................................... ......................... ........ ...... ..... . ............... ; .......... --------------- - ... ..... ....... . ..... ......... ....... ... ............ ------- - ------- --- ................ ................. wW 41 O nib Z LIL O PC ASSOCIATES R LA , D 11814 lift A&* W IQWWW. WA 980U-aW 425.UI-MQ 425 .821 3481 fox eoo_488 -�rsg e• toss 4i °E X Q Q o Q) a �- -1 ....................... .. ... ............... ........ ... ............. ...... ... ........... ........ .... ........... ............ . :400 4 M v IONAL ......... ....... . .... ........... ............. A30 8-0— Rf: 4 4 4 4 — X a— 810-j a ova BY 07pm PER PARKSIDE COURT• STAMP NOT VAID CONSYRUC770N PLANS ........................ A -N Mec*ed 1br Comfimce to City Stondwds MO :/ &L S" TAR Y SCALE: 1"= 40 SEI" UAWOLES SHAU W 48 APO UACM 07hiERWSE A&WED. 0 20 40 so AV T 10 +016 39 L YOWS AVENUE NE 10+00-00 NE 2ND 57WET EX f N EX. 15 a:f L YONS 0 EX s1cm EX .6' D- 1. EX FENCE 11+49-1-11 -150'RT 70 REMAIN WA 7ER MAIN (TYP) EX 8QUARDS EX EDGE OF EX 12 CONC A SIPHAL T (5�P EX. MWW ajA VE WE x EX. me DfTCH 14+4.146 EX A16's D1 MH 12' WDE GRA WEL f END PA MWDVII 10- 7 . . . — - - -�-- =. - . — . - -, - -7 4-- L Y-(MS A VEWUE -WE ACCESS ROAD PER DETAX. SNEET 19 x Al. -Z-� I --.r , �44 L --.;' - . . . . . . . . . . . . . vow 8" pw 20 . . . . . . . . . . . . . . . . . ........... . . . . . .... . . . . . . . . . .. . . . . . . . . . . . . . .. . . . - - - iii . . . . . . . . . . . . . . . . . . . . . . . . . . . . w - - - - - - 1!W - - - - - - - - - - - --- - . . . . . . . . . . . . . 11� " . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . -1111r_ - - - - - - - - - - - - - - - - - - - - - - - - -7- 'A j EX. DIR T ROAD _R 8'. WIDE (TFPT-- 60w X— —x EX PP EX let EX171 EX. UB RIB x EX ;8" A. 18- 18' ccp X P \E PROPOSED PARK.SIDE S9WH EX. FENCE RIM 411.5 EX Pp 2A 60 EX. FENCE EX. 12 VEX C CCP _aILE Ir EX iWW EX. W'S EX. 18 Ccp t W1 GUY SA AND REVOW EVS7ING (SEE SHEET 17) —X— (TYP) 8 IE 398.55 (IN) (Typ) ASRHAL T REPLACE IN f is �. EX. PP ITR LINES 8- IE 398.45 (OUT) KIND PER WY OF RENTON 't ' TO S & SW) REQUIREMEN IS (Typ) PER PARKSIDE COURT COfVS7RUC770N PLANS BY OTHERS) of—st JI f—. 16 .. -0-- N p CE -7 �7= 7 \E EX ATR X. Pp lz�+Uv UU, 047 mi E F EX�IFEN� (OH P% Jt- - r W -e ILI 0, 1 r% A 11 01-10 — (.1 I I A-- st I 0 fd6— @a 8.0 1 v SEE SHEET 17 ........................... ............. ............... ---------- ....... ............................... ... . ..r ... ........... ................ . .. ... . .......... ...... .... ..................... r .. .. ....... .................................... ................ .... . ........ ....... ..................... ....... ........................................................ .......... ............................................• - -------- - ----------------------------------------- - ........ . .... .... .. . .......... . . ..... .... ................................ - ------- ..................... 430 ............ ........... .. ------------------.. . . . .. ..... . .... . ....... ------ Wj Z Ll Z C14 .... . ....... .......... ------ - ................ . .... ............ ............. ............ ........... ...... .......... ............ ............... ......... .................... .. ......... ............... ................. . ........................... ................................. ........ .. ...... ..................................... ....... ............ ................ ........... ............... . . ........................ ........... ............. ................. ............................... ....... . ............ ....................................................... ........... ............ ........ ........ ........... . ....... .......... ......... ................................................................ ............................. . ................................................... ......................... ........ ...... ..... . ............... ; .......... --------------- - ... ..... ....... . ..... ......... ....... ... ............ ------- - ------- --- ................ ................. wW 41 O nib Z LIL O PC ASSOCIATES R LA , D 11814 lift A&* W IQWWW. WA 980U-aW 425.UI-MQ 425 .821 3481 fox eoo_488 -�rsg e• toss 4i °E X MICHAEL L UA VESGV, PE PROJECT MANAGER ............ ........ ....................... .................. ..... : .......... ....................................... .......... .......... .............. K"AM C&WREY PES WA* APPROXIMATE- nNISH GRADE OF GRAVE L ACCESS ROAD ....... ...... .......... .............. ...... . ...... ............... ............. ...... ............ ........ ....... ..... . .. ..... ............................. . .......... 0W) . . .......... . ..... ....... .............. ......................... ..................................... ........ ........ .. ........... ........................... .......... ................ ........... ................................ ........ ........ ............. ....... ............... 410 ..... .... . . ..... ...... .. . . ... ............. ... ........... ... .......... ........ ......... ................ ........ ...... a& Flill 12" �JE 409.4 ---------- , PROJECT SURVEYOR CLAY A. LOW.% PE MATCH EXIS 77NG PROJECT ENGUM nNI-94 GRADE OF PARKSIDE COURT PROJECT LAN]"I ARCHITECT (B Y OTHERS) FM SUBMITTAL DATE: nlvloi ................ ...... — ................ ....... .. ...... . . . ... ........ .. ... —410 SCALE: BM: 1*-40' VW.: II m A SBUIL T II ........... .. ..... ..... .... ............ ...... .. .. ....... . . ........ Q Q o Q) a �- -1 ....................... .. ... ............... ........ ... ............. ...... ... ........... ........ .... ........... ............ . :400 28919 IST M v IONAL ......... ....... . .... ........... ............. A30 cg 4 4 4 4 am IE 49946- (IN) 19.7.33 $/Z 714 * 8- 1E 09:45 (OUT) 387.10 BY 07pm PER PARKSIDE COURT• STAMP NOT VAID CONSYRUC770N PLANS ........................ A -N O ..................................................42u Q; - R MICHAEL L UA VESGV, PE PROJECT MANAGER ............ ........ ....................... .................. ..... : .......... ....................................... .......... .......... .............. K"AM C&WREY PES WA* APPROXIMATE- nNISH GRADE OF GRAVE L ACCESS ROAD ....... ...... .......... .............. ...... . ...... ............... ............. ...... ............ ........ ....... ..... . .. ..... ............................. . .......... 0W) . . .......... . ..... ....... .............. ......................... ..................................... ........ ........ .. ........... ........................... .......... ................ ........... ................................ ........ ........ ............. ....... ............... 410 ..... .... . . ..... ...... .. . . ... ............. ... ........... ... .......... ........ ......... ................ ........ ...... a& Flill 12" �JE 409.4 ---------- , PROJECT SURVEYOR CLAY A. LOW.% PE MATCH EXIS 77NG PROJECT ENGUM nNI-94 GRADE OF PARKSIDE COURT PROJECT LAN]"I ARCHITECT (B Y OTHERS) FM SUBMITTAL DATE: nlvloi ................ ...... — ................ ....... .. ...... . . . ... ........ .. ... —410 SCALE: BM: 1*-40' VW.: II m A SBUIL T II ........... .. ..... ..... .... ............ ...... .. .. ....... . . ........ X. L DOS WA Q) c (-11 > > -1 ....................... .. ... ............... ........ ... ............. ...... ... ........... ........ .... ........... ............ . :400 28919 IST M v IONAL PROPOSED PARKSIDE SSMH 7 EXPIRES: 10/22/02 -RIM 4#04& 411.49 am IE 49946- (IN) 19.7.33 $/Z 714 * 8- 1E 09:45 (OUT) 387.10 BY 07pm PER PARKSIDE COURT• STAMP NOT VAID CONSYRUC770N PLANS UNM SIGNED AND DATED w�rwp� s� I V' t' 00 11 '!r' VV 1j*UU I If+ uu 741>+UU ROB L 1'91 10+ uu 18+ 00 JOB NO. 0 im 108 SHE NO. 32oR 36 C) 2002 TRIAD ASSOCIATES 6-1 P 7 7 tj e% SCANNED NOV • 7 2003 Q) c (-11 > > 0 PTI tTi > ION M v N BY 07pm O Q; - w�rwp� s� I V' t' 00 11 '!r' VV 1j*UU I If+ uu 741>+UU ROB L 1'91 10+ uu 18+ 00 JOB NO. 0 im 108 SHE NO. 32oR 36 C) 2002 TRIAD ASSOCIATES 6-1 P 7 7 tj e% SCANNED NOV • 7 2003 > rn c (-11 > > 0 PTI tTi > ION M v N i I� k 0 J a a fe S 9 � p 90IOiNVG CLASS DEWN DAVENS►ON L- CLASS B WA ,, - CLASS C Ir ., LWIS OF PIPE ZaVE AIN op, C (SEE APOIr 7) CaLASS A e wt 114 to 12' m" "SEWER' WITH 3" HIGH BLACK CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND 440 FOUP" IM LEI 001, B 114 as 11r as 1/b as a 41L 00 A C j14 as 1/r as 119 as _ _ _ ►♦" r L#01ERSVE SHOWN FOR CLA/8TY • 12" MAX Q 314" CORE (TYP.) ON 23" B.C: 7. IT SHALL RESPONS111KIIIITY OF' TIE CONTRACT CR TO OBTANV STREET DRILL AND TAP 5 8"-11 N.C. 1 -1/2" CORE(TYP.) (LODIONG) USE AND AN OTHER RELATED PERMITS PRIOR 70 ANY CONSTRUCTION y BAC11MILL MA 21" 0) Q �- MORTAR �IN7S' ON 23 B.C: TYP. 3 PL .eIQTT � a T N PLANS APPRI By THE aT1' OF REIV7YNV, DENELAF'NEN SER CEO DIVISION, SHALL TAKE PRECEDSVCE OVER ALL OTHER PLANS LV fErvAy MA, 9. A COPY OF THESE' APPROVED PLANS MUST BE ON THE " S17E NFIEMEVER O W Q .:...... ....... .1 USE FRAME ANPO COVER FOR S`70 MI (SPECIFY 'DRAIN ON COVER). 'SENER "), "WATER "). CONS7RILIC110N IS NV PROGRESS Z 0 ► _ �� SANITARY (SPECIFY OR INA7ER (SPECIFY la FOLMIDA DON 514 " LEI doe 2- HAND TAMP 1MVIER HALAVCFAM Q MANHOLE FRAME AND COVER DETAIL � Pr?'°�ss�'°wAL 6- 1/2 =--I HjWD -. PROFS IO Fftiiiiiii� 7' MIN. NOT 70 SCALE CITY OF RENTON DWG NAME BR29 BEDD" FOR RAW PFE BACKFILL SHALL BE PLACED EQUALLY ON 80TH/ SIDES OF THE PIPE /N Z Q 7W PIPE MWE MILL BE 1W ACTUAL 7RDVCH 101107H. EXCEPT FOR CLASS A i I� k 0 J a a fe S 9 � p 1REIMGIV BACICFXL SMALL COMraW TV 16AagXLMMG SENER IV 7W SANITARY SENERS SECTION OF THE STANDARD SPEpFICAfl'OV4 EXCEPT ARAT ROCKS OR LUNAPS LARGE=R THAN 1 " PER FOOT OF PPE 01AAETER SHALL NOT BE USED NN 7W BACKFXL MATERIAL 6 SEE 'EIEMWMG MATERIAL FOR RIM PIPE" NV THE AGG4E'GATES SE•lf OF THE STANDARD SPECWICA 71OVS FOR THE MATERIAL SipECIFICA TUNS Z SEF IR DDaMG MATERIAL FOR FLD MXE POPE•" IN 7HE AGG EGA TES SE'C71OV OF STANDARD S12EpF1CA T)ON FOR 7HE MA TERIAL 92ECFI A 77OVS a POE MUST BE ANCHORED IN SUCH A NAAER AS TO ENSL#?E FLOW UAE IS MAINTAINED. • A = 4" AAW. 27" I.D. AND UNDER 6" ANN. OVER 27" LD. PIPE BEDDING FOR SANITARY SEWERS NOT 70 SCALE CITY OF REIV ON DM NAMEI BW18C Sip PAGE 8077 CM PROPERTY LINE I 3' MIN. 6 • FU TUBE 6" BUILDING SEWER PIPE 1 BUILDING SEWER 2 � TEE WITH 6" SIDE OUTLET 90IOiNVG CLASS DEWN DAVENS►ON CLASS A CLASS B C CLASS D CaLASS A e wt 114 to 12' m" "SEWER' WITH 3" HIGH BLACK CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND msAO LETTERS AND P WIRE WRAPPED B 114 as 11r as 1/b as zm as C j14 as 1/r as 119 as dA L#01ERSVE SHOWN FOR CLA/8TY 1REIMGIV BACICFXL SMALL COMraW TV 16AagXLMMG SENER IV 7W SANITARY SENERS SECTION OF THE STANDARD SPEpFICAfl'OV4 EXCEPT ARAT ROCKS OR LUNAPS LARGE=R THAN 1 " PER FOOT OF PPE 01AAETER SHALL NOT BE USED NN 7W BACKFXL MATERIAL 6 SEE 'EIEMWMG MATERIAL FOR RIM PIPE" NV THE AGG4E'GATES SE•lf OF THE STANDARD SPECWICA 71OVS FOR THE MATERIAL SipECIFICA TUNS Z SEF IR DDaMG MATERIAL FOR FLD MXE POPE•" IN 7HE AGG EGA TES SE'C71OV OF STANDARD S12EpF1CA T)ON FOR 7HE MA TERIAL 92ECFI A 77OVS a POE MUST BE ANCHORED IN SUCH A NAAER AS TO ENSL#?E FLOW UAE IS MAINTAINED. • A = 4" AAW. 27" I.D. AND UNDER 6" ANN. OVER 27" LD. PIPE BEDDING FOR SANITARY SEWERS NOT 70 SCALE CITY OF REIV ON DM NAMEI BW18C Sip PAGE 8077 CM PROPERTY LINE I 3' MIN. 6 • FU TUBE 6" BUILDING SEWER PIPE 1 BUILDING SEWER 2 � TEE WITH 6" SIDE OUTLET SECT" B-$ � "x 4" S7UD SERVI MARK �++ PAINT UPPER POR77ON W417E ANS STENCIL ON SIDE WORDING I 2"' A Z" RAISED [£TIERS AS "SEWER' WITH 3" HIGH BLACK CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND a LETTERS AND P WIRE WRAPPED AND rE n YD4 AND f" SSE SEWER AMID BI/NLDi11G SEWER ,E7C7ENDED UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS S7EEL BANDS Will CONNECTING NEW SIDE SEVERS TO EXISTING MAIN. W T RIRED CLAY, PLAIN AND RETNFOIRGED CONCRETE; DI PIPE AND C1 PIPE SEWER MAINS ARE 70 BE CARE DRILLED NOM " ALLOWABLE MAX. 1 UNLESS OTHERWISE VI ON PLAN, SIDE 1: J. 5 MIX � k� FOR CAST IRAN PIPE � �TM�G SENDER SHALL HAVE A MINIMUM 2.5' COVER OR DUCTILE IRON PIPE F AT PROPERTY LINE OR 3-5' LOWER THAN BLOCKING �� 25� •� THE LONEST HOUSE ELENA TION. WHICHEVER � AWN � M�•d� Is LOWER =2X MIN SLOPE IS 6" MIN. 6" SIDE OUTLET lEE HOIR/ZONTAL SEWER MAIN SEWER MAIN CONCRETE BLOCKNIIG ANGLE TYPICAL SM SEWER ELEVAT�OiM lF THEE AT MANY OVER TS ELENA My PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E.,-W.M. - --�-•- f%?"' fiEB d PY. 1 rt r r 1. ALT. M MA UMNS 9� 4U W N W N 1/K STAA�DS AM MC�11 -9�m PA TIM S�'iG�liCill�IfS a" 11E [i11' tom' l�ll'1CM1 Adlb 11+E LAIEST E�7�11 LW CAST N1Ep1AL pll 1� -� 1W MOOT /.*,PM S7AAVAMS AM SPECF 'A EONS 25-1 4" 2 TEE MOUIVS OF OW 01 hE S FLEET I0/T -I MW Y' SHAM BE LMff D 10 /� �• � .6" &-V AM W 3; 30 M OlN IE'E>II YS MESS OVIONNSE APPROVED AN ASSOCIATES 0 W& 1W BY 1W M4V5PWrA7IOV arASM AT 277-6222 ALL S71EET X3/4• CL PARILIL OR FLIL S PIP RLkD MALL BE ARObED BY 7W ff &_ - 1RANSPORTA 7M DnfsOV 24 H 1URS M ADVANCE THE POL E DEPARThONT, FONT£ DEPARI ENT. AND Off SHALL BE MOTFED 24 HOURS 118u 1151h AM ICE 1 -114" _F AV ADVANCE, Kv%wnd. WA 9903446¢3 23-11400 3 ALL GOIIS7RUCTIIDrV 9VALL BE AV ACCOMANCE WIH 71E 'SSTAAIDARD 425.821.8448 33-1 4" SPEC FICA DONS FOR WAVI1G FAL PUIKJC SOWS CONSTRJCflCIAV' PREPARED 425 521 -3481 fm 1 " SEAT BY WASH M YON STATE OYAPTD? AMERICAN PUJC MOWS ASWC►A 7AM ENIN A -A LATEST EDI 71OV (API AND CIFTY OF RENIO N STANDARD SPEOFICA 71OYS 800.488.0756 tto� Wee COYER MKW-Locxaw 4. ALL LOCH TARNS OF EV571 MG U7XfnES SWW ARE APPRO>OIA TE AND IT www.arrdaroc com SHALL BE 7HE COINTRACYOR"S RESPONSA91111LITY Ti7 VENFY 7W nWC AND G1f 'ECT LOCA770V SID AS TO A MID DAMAGE OR DISflNWANK,E ? 5/�' =11 N.C. x 1 -1/4" Ste- 3�.. rf -3/8" A `� a SAS SOC AD CAP SCREW (3 REOb.) r _. & A PRE URUCTICIIN CC1AfTM7VCLr AND A 24-HOUR NOTICE SMALL BE % -51C/0 �_ REQUIRED Pte? 70 STARTING NEM� CONS7R/CTA� IT MALL BE THE Z �1�" (Ti - A C N7RACTOYS TY TO SE'G� ALL ACCESSARY PERA07S P)WOR 1 -7 - - - 2" TO STARTING CC1NSTRr VnM (Ni5PElC`7XN NXL BE ACCMUSHIED BY A TYP =ff B 25"' w mmovTA T)YE OF TFE CITY of RENTo ) IT SHALL BE nic 4" o 0 00 - r7 1. 1-111 112 0 2 5181, CAST IRON AM AMD COVER i PLUG TO BE SEALEL I I IN SAME MANNER A; 1- MAIN SEWER JO INTS. 7 t SANITARY S FEWER CLEAN OUT T DETAIL STANDARD ODE EWE OU ... S R /N TA TI ON D S O ETA/L NOT TO SCALE aTY OF RENTON DWG. NAME.• BR39 NOT 70 SCALE CITY OF REM70N DWG NAME. BW18B SP PAGE • 8078 SP PAGE: 8076 SECT" B-$ COV7RACTO?IS fifspoNsmiTY TV NOT>F Y DE CITY NVSPECTUR 24 HOURS AV ADVANCE OF BACKFILLING ALL CCINSTRUCTION. -"' - SEE DETAIL & 1.4. Z 2"' A Z" RAISED [£TIERS AS 6. CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND o 6" �. X v .SEE' NOTES BELOW OTHERS ON 7}E C A57RUCTUN SITE 25" �AD.IUS7AIENT (4" MIN.) L#01ERSVE SHOWN FOR CLA/8TY 12" MAX Q 314" CORE (TYP.) ON 23" B.C: 7. IT SHALL RESPONS111KIIIITY OF' TIE CONTRACT CR TO OBTANV STREET DRILL AND TAP 5 8"-11 N.C. 1 -1/2" CORE(TYP.) (LODIONG) USE AND AN OTHER RELATED PERMITS PRIOR 70 ANY CONSTRUCTION y 21" 0) Q �- MORTAR �IN7S' ON 23 B.C: TYP. 3 PL .eIQTT � a T N PLANS APPRI By THE aT1' OF REIV7YNV, DENELAF'NEN SER CEO DIVISION, SHALL TAKE PRECEDSVCE OVER ALL OTHER PLANS LV FRAAE ALOCKNIIGI co 1. FOR NON- LOCXNMG USE OLYMPIC FOUNDRY Na MW 30 OR EQUAL 2 FOR LOCKING UD USE OLYMPIC FOUNDRY No. MH 30 � OR EQUAL 9. A COPY OF THESE' APPROVED PLANS MUST BE ON THE " S17E NFIEMEVER O W Q • 4 w MIN. .1 USE FRAME ANPO COVER FOR S`70 MI (SPECIFY 'DRAIN ON COVER). 'SENER "), "WATER "). CONS7RILIC110N IS NV PROGRESS Z 0 ► _ �� SANITARY (SPECIFY OR INA7ER (SPECIFY la 7HE CCINTRACTYN? SHALL PROVDIE 7HE CITY OF RENTONV WITH AN AS -BUILT 514 " DRAWING OF THE SANITARY SEWER SYSTSW WI•IICH HAS BEEN STAMPED AND En'a"� OR L►c�E"s�a' Q MANHOLE FRAME AND COVER DETAIL � Pr?'°�ss�'°wAL 6- 1/2 =--I PROFS IO Fftiiiiiii� 7' MIN. NOT 70 SCALE CITY OF RENTON DWG NAME BR29 11. BACKFILL SHALL BE PLACED EQUALLY ON 80TH/ SIDES OF THE PIPE /N Z Q 2• SP PACE: B074 CONCRETE AMER BY WE /A 3 LAYERS KITH A LOOS£ AVERAGE DEPTH OF 6 INCHES MAXMAH/4 DIEPIH OF 8 el OR APPROVED EQUAL THOROUGHL Y TAMPING EACH LA YER 70 95 PERCENT OF MAXIMUM Q Ilk A DENSITY. THESE' CQAIPACTED LAYERS MUST EXTEND FOR ONE PIPE 12- (�) 0 CONCRETE DIAMETER ON EACH SIDE OF THE PIPE OR 70 7HE SIDE OF THE TRENCH f • a CLASS 3000 MATERIALS 70 COMPLEX 7HE FILL OVER PIPE SHALL BE THE SAME AS T • DESCRIBED. Q ' MAX. PIPE SIZE - 21" I.D. oftj a "/ 12 OPEN CUT ROAD CROSSINGS FOR U77UTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BAGKRLLED WIT1•l CRUSHED ROCK AND MECHANICALLY Z 41 OR GALVANIZED STEEL 12 R INT 4-3/4" COMPACTED. CUTS INTO THE EXIS7ING ASPHAL T SHALL BE NEA MINE CUT `V 0 1 11000 J KING W17H SAW IN A COIN77NUOUS UNE A TEMPORARY MIX PA T CH MUST BE PLACED IMMEDIATELY AFTER BA C KFILL AND COAIPAC710N. A PERMANENT Cif MORTAR 4 HOT MIX PA 7CH SHALL BE PLACED WI THIN 10 DA YS AND SMALL BE PER Q ,(�j FILLET ; CONCRETE• SHELF CITY OF RDV 700 CURRENT STANDARDS w 1.1 DA 7UM SHALL BE aTY OF REN7i'IV. MAD 1983/`1991 & NAM 198a 6 -.y PRECAST pAsE SECAOw cc 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERAISE OR CAST IN SHELF: E STABILIZED TO THE SA77SFAC7101V OF THE DEPAR7AIENT FAR THE 6 MIN. a I BEND PAEV O ON -SITE EROSION AFTER 7HE C04PLE77ON OF v3 U7O 6" MIN. NOM � SANITARY SEWER MANHOLES SHALL HAVE i PLUG TO BE SEALEL I I IN SAME MANNER A; 1- MAIN SEWER JO INTS. 7 t SANITARY S FEWER CLEAN OUT T DETAIL STANDARD ODE EWE OU ... S R /N TA TI ON D S O ETA/L NOT TO SCALE aTY OF RENTON DWG. NAME.• BR39 NOT 70 SCALE CITY OF REM70N DWG NAME. BW18B SP PAGE • 8078 SP PAGE: 8076 0 # TOR (RAPS 1yQ�. 1. DROP TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION 2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE aTY A INSIDE DROP IS ONLY ALLOWED ON EXISnNG MANHOLES: 4. CORE DRILL OPENINGS FOR NEW PIPE a RECHANNEL BASE WITH 3000 PSI CONCRETE: HEIGHT OF CHANNELS SHALL BE NO LESS THAN 314 OF PIPE DIAMETERS. INSIDE -DROP SANITARY MANHOLE DETAIL NOT TO SCALE .. i� la ALL PIPE AND APPUR T ENANCES ST TALL BE LAID OW A PROPER TY PREPARED FOUNDATION IN ACCORDANCE WI7H SECTION 7- 02.3(1) OF THE CURRENT STA 1E OF WAWNG70N STANDARD SPECIFICA PONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF 7H£ TRENCH BOTTOM OR THE 70P OF THE OF THE FOUNDA 77ON MA TER /AL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT 7HE ENTIRE LENG 1 N OF THE PIPE WILL BE SUPPOI?7ED ON A UNIFORMLY DENSE UNWELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 7HE PIPE. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED AS7U D 3034, SOR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS% MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE RNISHED GRADE IN PAVED AREAS% COVER MUST SLOPE IN ALL DIREC7101VS 70 MATCH PAVING. ........................................ .............. ....... ............ _ ....... ...... ....... .................. ....... ............ _......... ?t 4m a its a CALE: 1 "= 40' HORIZ 1 = 4 VERT. - - 440 , ....... .............................,~ E ........... y ....................................................._..................................................................4........................... ............................... N q MICHAEL L MA YWSCW. PE Z PROJECT MANAGER N91JAA/ coopREY, PLS r.. EXIS71NG FlNISHtI GRADE n .o. PROJECT SURVEYOR � (MORGAN P L AC£ TYP f CLAY A. LOQNS BC EXIS77NG GROUND PROJECT ENGIIR a - .� a �_ +� TyP - -I}- -- -- -- - PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11/21/01 e o - I I 12 r. �' E SCALE: 110M int'[' .: N/A T.: N/A U H 4 PVC 1� 2 8 430 _.......... _ ... _ 0 u 5 =0024 ;.. ;� A SBUIL T n n EX a I I I II i CAP END Aw,i 00 I 8 IE 42847 Z•d'1M . sy �fcP I I O X. 1;? Sp pvC 0 EX CB 23 EX CB 22 260 8 MORGAN P ACE MORGAN PLA E EX C8 24 28919 MOR N PLA TOP 435.36 /3T�RQOa1�w r CB 5 8" lE 427.46 (IN) f ss��NAL (ORGAN! PLACE EX CB A 8 /E 427.36 (OUT) MORGAN PLACE .... ......... 4........................... ... ..... ... ... ....... .......... y............. ............................... ..... ... . , ..................... .. ..... ...........- .......... .... .). .... ... .......................,..... , ........�- 20 EXPIRES: 10/22/02 EX CB 5 MH 7 MOPGAN PLACE TOP •4fi%&X 427.83 8127/eM 6" IE - #fW.4+ (IN) 42a 010 STAI[P NOT YAIm • LYONS AVENUE NE a IE 418.x1 -N) UNLESS SIGNED AND DATED B' IE 416.87 (AV -* 8" I£ 4#1 (OU T) 419.60 25 +00 JOB N0. O im 108 MW " °' 330F36 27 +00 28 +00 29 +00 Q 2002 TRIAD ASSOCIATES SCANNED NOV - 7 2003 + A � -"' - SEE DETAIL & 1.4. � Mz C �a 1 o 6" v N 25" �AD.IUS7AIENT (4" MIN.) 12" MAX CONE . 21" Q �- MORTAR �IN7S' W Q • 4 w MIN. 0 ► _ �� • SHALL BE INCLUDED 6- 1/2 =--I 7' MIN. CONCRETE AMER BY WE /A 3 el OR APPROVED EQUAL Ilk A 12- (�) 0 T ' MAX. PIPE SIZE - 21" I.D. a Z OR GALVANIZED STEEL 0 1 11000 MORTAR ,(�j FILLET ; CONCRETE• SHELF ,K 6 -.y PRECAST pAsE SECAOw �- OR CAST IN SHELF: E 6 MIN. a v3 6" MIN. NOM o SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING CHANNELING a COA lED (SEALED) II7H A HIGH SOLIDS URETHANE COA TING. WASSER MC -COIN E'AL OR APPROVED EQUAL; COLOR OF COA 77NG SHALL BE NH/ EE as SANITARY MANHOLE T YPICAL DETAIL Q Q Z NOT M SCALE aTY OF RENTON DWG NAME BR28 AA/ W/! M.'R *.& a i i I P PAGE: 007f 0 # TOR (RAPS 1yQ�. 1. DROP TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION 2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE aTY A INSIDE DROP IS ONLY ALLOWED ON EXISnNG MANHOLES: 4. CORE DRILL OPENINGS FOR NEW PIPE a RECHANNEL BASE WITH 3000 PSI CONCRETE: HEIGHT OF CHANNELS SHALL BE NO LESS THAN 314 OF PIPE DIAMETERS. INSIDE -DROP SANITARY MANHOLE DETAIL NOT TO SCALE .. i� la ALL PIPE AND APPUR T ENANCES ST TALL BE LAID OW A PROPER TY PREPARED FOUNDATION IN ACCORDANCE WI7H SECTION 7- 02.3(1) OF THE CURRENT STA 1E OF WAWNG70N STANDARD SPECIFICA PONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF 7H£ TRENCH BOTTOM OR THE 70P OF THE OF THE FOUNDA 77ON MA TER /AL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT 7HE ENTIRE LENG 1 N OF THE PIPE WILL BE SUPPOI?7ED ON A UNIFORMLY DENSE UNWELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 7HE PIPE. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED AS7U D 3034, SOR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS% MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE RNISHED GRADE IN PAVED AREAS% COVER MUST SLOPE IN ALL DIREC7101VS 70 MATCH PAVING. ........................................ .............. ....... ............ _ ....... ...... ....... .................. ....... ............ _......... ?t 4m a its a CALE: 1 "= 40' HORIZ 1 = 4 VERT. - - 440 , ....... .............................,~ E ........... y ....................................................._..................................................................4........................... ............................... N q MICHAEL L MA YWSCW. PE Z PROJECT MANAGER N91JAA/ coopREY, PLS r.. EXIS71NG FlNISHtI GRADE n .o. PROJECT SURVEYOR � (MORGAN P L AC£ TYP f CLAY A. LOQNS BC EXIS77NG GROUND PROJECT ENGIIR a - .� a �_ +� TyP - -I}- -- -- -- - PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11/21/01 e o - I I 12 r. �' E SCALE: 110M int'[' .: N/A T.: N/A U H 4 PVC 1� 2 8 430 _.......... _ ... _ 0 u 5 =0024 ;.. ;� A SBUIL T n n EX a I I I II i CAP END Aw,i 00 I 8 IE 42847 Z•d'1M . sy �fcP I I O X. 1;? Sp pvC 0 EX CB 23 EX CB 22 260 8 MORGAN P ACE MORGAN PLA E EX C8 24 28919 MOR N PLA TOP 435.36 /3T�RQOa1�w r CB 5 8" lE 427.46 (IN) f ss��NAL (ORGAN! PLACE EX CB A 8 /E 427.36 (OUT) MORGAN PLACE .... ......... 4........................... ... ..... ... ... ....... .......... y............. ............................... ..... ... . , ..................... .. ..... ...........- .......... .... .). .... ... .......................,..... , ........�- 20 EXPIRES: 10/22/02 EX CB 5 MH 7 MOPGAN PLACE TOP •4fi%&X 427.83 8127/eM 6" IE - #fW.4+ (IN) 42a 010 STAI[P NOT YAIm • LYONS AVENUE NE a IE 418.x1 -N) UNLESS SIGNED AND DATED B' IE 416.87 (AV -* 8" I£ 4#1 (OU T) 419.60 25 +00 JOB N0. O im 108 MW " °' 330F36 27 +00 28 +00 29 +00 Q 2002 TRIAD ASSOCIATES SCANNED NOV - 7 2003 + A � r N III b 9 � Mz C �a 1 o <a v N r N III 8 N W a a a 0 o a Ta Q i a 0 W) a N Ik r a Ta Q i a 0 PORTIONS SEC. 15, TWP. 23 N., URGE. 5 E., W.M. MOM- SM SWU " FW DER SRO ##UWA nM ON LOTS 57-60 Iw _ -�- .- SPOTT 1 i N 1 12' 11101E GRA , LOCKM LAD 60 ACCESS ROAD PER _ : 9+&l71, Was' LT �� 211b � „ J EX 12" COWL � MM T � � � t t�9 TO BE REWONED NAIL, SWET 19 _ 7 !■ ■■{ /�� .yy- �•�/�1Jyy T ��4/�■ /��(/�/ . '`' • x PP w Y SEE 9ET 11 ` R 1 1 M� �.W / -� .Y . ��.Y . V B • -Y.00A • EA_ ✓ V : , +� ,'t R \ ` .i f • I A. ECG ASPHALT, AFFLAGC- .,- - , TO BE IIELOCA TED E SEE WA TER PLAN SET) c NN K1wD PER aTY or- - >ti R,ovovEn RENTON REOUN�IEEN7S ASPHALT RAW TO � EX. FrVCE , f; - 20 TO eE MAILBOX { = I � I NNSTALL CLM RAMP ��) EX GRAVFI DIRJYEN?AYi; ',, ! , .'� �PRyVATE WD 6' PVC Ri00f _ �` .,, - . � Ex war -- Are PIr1R aTY of AND Foonvc _ M BE REMOWD 1 � � R,EN O�PV STD. DETAIL TNT 1 3 3 1 SA IiGiJT U11� 5+1&67 6EG�V GYIM9 I ARA/NA(>2• ,DRAIN TYP s . ( ) 14 '' 3 I F -ail (BdTH sws) 10+6&7-1 17.94 L f Tl'P CUTTER AND S�f'W f� EASEMENT - z INSTALL BGtiLARnS ` 1 417. AA- i I �` - �` PER aTY aF RENTUIV w 71 11! awe NNLET Ex 12 CONC 2 1E 8t 1 STD. DETAIL H019 - t �tfi t�ERT EX 6` AC WATER 15.39' ,f T �GWA TF} TO P1LlX0 Tl� REMAIN - __ - _ _ _ - _ _ - - _ - - - L4.- !_ -ST r.... i t. - i - - _ - - _ . - - - - IN T- 3 +39- 36 NE 2ND STREET - .� -- - "- _ - -- --- 1' - - _ - r_ _ _ J - - - - o 1• - £X. 6 A WATER `_-- T _ o t 81. 8 .�ERICHO AVENUE NE 7i7 Err ABANDONED t' X PP H - --_} s P - _ - -- i SD EX. 18 CONC -UL RT t _.J -- - - I .� IN PLACE (SEE 5 +96.50, 5.00 RT EX MAILBOX x '�_-- - _ P -� I` Q WATER PLAN SET EX. rt 7O BE PLUGGED r 3 SEE SHEET 18 ) TO BE REMOVED EX. 12 CONC # - _ f r EX_ FH SEE SECTION Y- Y ,EX. ?2' CONC CULVERT CUL VER T I i ASPHALT RAMP I 5+ 18.67, 5.2 RT SHEET 19 Ti7 BE PLUGGED f f TO EX ASPHAL T TO BE PLUGGED I I' € X MAILBOX 4 TYPE 11 -54' 5 +24.06, FA } I 14.08' LT (STU4) 15 -25' L T (GRA TLS) Z TO BE REMOVED 8 +54. L T r C CURB CUT FOR 'Y f --- j GRAVEL ACCESS ROAD 11 TWE 1I -48' 8 +57.66, Z _uj .. 14.35' LT (STCR) 15.25' L T (GRA TE) I o s I 10+49.83 END CURB 1 ` TTER AND SyDEWALK 10±69.30, 19. < 12 /E 417.6-1 INT_ 10 +00.00 NE 2ND ST = 10+08.39 LYONS AVE NE SS'IH 2A - 60' 9 +96.60, 4.50 RT � w DROP COINNECTION 1: I PER DETAIL, SHEET 33 W SHEET 32 x •I f ` - - : ►< 1 /\ 1 M 1 I 1 1 \ IVI -\ /\ i ♦I t- 1 ►♦ �\ 1 1 �� _ I 1! 7 i l� L_ . • ♦I 1 ♦ l_ 1I I -. 1 ♦I • • ♦• . • L_ 1 t • f \ ♦• , �/ If -� .I f w S v 1 1 1 11 Ivl F_ 1 ►• /. 1• ►- 11 1 1 S' .6_ .�f_, r . -. I V_ .U, - I77 SEE SHEET 18 SEE EET 32 h TOP OF CURB PROF /LE Cd 430 ..JI<� a a s .. .. ... .. .. ......................... ....._.....__.........._...._......_.................. a._ ................ _ ... .. ....................... .'•'__'° __........... _ ....... ........ _ ...... ........_...........8 430 EX CB 8093 2 RIM 419.34 4 12i4l Q 12 /E 417.09 (IN -E, W) Z 0 Q 18" IE 417. 10 (IN -N) Z O = (TO BE PLUGGED) N 2 " vs 0 6 1 0� ............... .......__._......_.........._.........................€..............._........................ ............................... 1 / 4 1 (OUT- S) E. 6 8 OU S I ( % Z OF CURB GYP EX2' -18" � o e 4 a CONC. 0 0.459' 12" lE 418:0 '� + F- EX GROUND A T 'N _ [.ET1l RL/NE TYP m - , _ TO BE PLUGGED _ - _ - �. EX 35'� 12" + + 18" AE 417.29 CONC. 0 1.4,39' EX 12 Z 6 TO BE PLUGGED CONC EX. GROUND Z _ - " CULVERT '� AT CENTERLINE = PROPOSED : 8 _ 12 IE 417.5 Q; T o; x TYP D BE - ._ -- - - D. l. WATER - - - NOW W a - - -i .--.. :... PLUGGED 420,; . . ....................... TY,P _...... -.... _ _ - _ _ _ . - ................ ..............................: M : � �yo •.1.1.' °'M"° -n - _� "'"°• - .ra+r• �er �x�ew.»� y,� v�p •.�" -_ . -� -- � •-.. _ -. .-- a �• 420 E.Y 12 0. 1. WA TER 12 "I 417.8 ,.�•, ,.-• , Y . ,.:- a.:".:°"� "' .,.,•., tl+> "' "'^w , r'- EX. 6 " A C WATER y REMAIN vow r r- To � � n++.i. +!%e!✓n nF+a : '�.. 70°"'�a - .._,�,� yMtlE •riaw. w.."o +•+++a wa„wn ,yb,n ,k,,,,, ww.,p, •ww„ � . __ r (I M MMY✓ Y �aY __ -_ _ _ M!'wl. 'MMe .. ... .< A.lr� �• - Atom ��'O 00D91N `NrME' 0018.» : lu' , �...l11 S9.Op EX s Ac WATER INTAKE 15A - - - ..... ............................... .. ... .... .:.............................. .......................... ..... .................. . ....... ............. .............................. ..... ..... ................. ...:........ ... . ... ..... .................. ................... .................... _....... ..`....- ...... .. ........................ .. .. TO BE REMOWD _ ................. 83' 12" O $391F ...................... ........ .. ..... ..... ... 12 IE 417. 8f (Typ) - 12" lE (MATCH EXISTING) GLOM i . 4175 334 -18" 0 391 Q4w 43' -12" EX 12" CONC 37' -12` 0.1. O 0.5411' 14 CUL VER T C..� ce W THRU CURE INLET Q' BE PLUGGED OUTFACE 11YIY O 12" IE 417.;6± TOP9,� 41a f3 (MA TCH EXISTING) 192• -36 QgQ34 12" IE A�i�► 41 133 _ _. v 4 . ............... ....... ............................... _ . ......... ....... ............................... ... 8 PVC 410. s�e: Q _........._.. .... ..................................................................... ..............................¢ 410 TOP 422. f C.� 11 TYPE li- 48 CB 15 (MATCH EXISTING) W SOUP, LOCKING LID TOP " 4 8" lE 411.18 (OUT) ' TnP 12' /E - 4ib4,14- 41.E 9 E '''"1''�d' 41&05 :(MATCH EXISI7NG) 12' 413�A3 ,N - , 12" lE -4+#� 414`81 (1") • 4 TYPE 11 -54" 8w IE -4#9: (IN) i41Q78 12 E VAN (OUT -0) _ CB I OUT 60 8 E 41Q6lf TOP �e�:- } _._ .SOIL /D LOCKING 412201 G UD I'I'I .................................... y........................................................................ .............................1d liE 413LQ4 -�J11 ...... ... _................. ......_..... ._............................_ ......•... ............................... TOP 42x27 18: IE �4#�9� 411.81 _ . _ . ° 18' AE 41. 30 (OUT W) 4 .(MATCH CXSRNC) ........................_............. ........... a........ ............. ...... ... ..... ... ....... ..... (ADJVST TO RNAL GRADE) 36 /E 4W. (IN) 41&11 'DROP COVNNECTION 36' IE 41a47 (OUT) COLE: 1 "= 40' HORIZ PER DETAIL. SHEET 33 36" +E 407.21 (NU --E) 1i� DROP (N) 3s• AIM 84 (W-s) x►srnNC c oiuNO ErEVA now MMSM rap OIF CURB 'j „= 49� R T. a; aonloM avow X43 A NE :8 IE •r�+Yr' 40a 57 Iry w) 8" IE 46.68 (OUT): 40830 NE 2ND S TREE T SCALE: 1" = 40 0 20 40 80 W) a N ab 'n PN) O O a a� O� N V ^ a a a O < r xa� z� N N oz .. aaaw o ��. J V) A a Q o � O r. N� NO N Q� O PORTIONS SEC. 15, TWP. 23 N., URGE. 5 E., W.M. MOM- SM SWU " FW DER SRO ##UWA nM ON LOTS 57-60 Iw _ -�- .- SPOTT 1 i N 1 12' 11101E GRA , LOCKM LAD 60 ACCESS ROAD PER _ : 9+&l71, Was' LT �� 211b � „ J EX 12" COWL � MM T � � � t t�9 TO BE REWONED NAIL, SWET 19 _ 7 !■ ■■{ /�� .yy- �•�/�1Jyy T ��4/�■ /��(/�/ . '`' • x PP w Y SEE 9ET 11 ` R 1 1 M� �.W / -� .Y . ��.Y . V B • -Y.00A • EA_ ✓ V : , +� ,'t R \ ` .i f • I A. ECG ASPHALT, AFFLAGC- .,- - , TO BE IIELOCA TED E SEE WA TER PLAN SET) c NN K1wD PER aTY or- - >ti R,ovovEn RENTON REOUN�IEEN7S ASPHALT RAW TO � EX. FrVCE , f; - 20 TO eE MAILBOX { = I � I NNSTALL CLM RAMP ��) EX GRAVFI DIRJYEN?AYi; ',, ! , .'� �PRyVATE WD 6' PVC Ri00f _ �` .,, - . � Ex war -- Are PIr1R aTY of AND Foonvc _ M BE REMOWD 1 � � R,EN O�PV STD. DETAIL TNT 1 3 3 1 SA IiGiJT U11� 5+1&67 6EG�V GYIM9 I ARA/NA(>2• ,DRAIN TYP s . ( ) 14 '' 3 I F -ail (BdTH sws) 10+6&7-1 17.94 L f Tl'P CUTTER AND S�f'W f� EASEMENT - z INSTALL BGtiLARnS ` 1 417. AA- i I �` - �` PER aTY aF RENTUIV w 71 11! awe NNLET Ex 12 CONC 2 1E 8t 1 STD. DETAIL H019 - t �tfi t�ERT EX 6` AC WATER 15.39' ,f T �GWA TF} TO P1LlX0 Tl� REMAIN - __ - _ _ _ - _ _ - - _ - - - L4.- !_ -ST r.... i t. - i - - _ - - _ . - - - - IN T- 3 +39- 36 NE 2ND STREET - .� -- - "- _ - -- --- 1' - - _ - r_ _ _ J - - - - o 1• - £X. 6 A WATER `_-- T _ o t 81. 8 .�ERICHO AVENUE NE 7i7 Err ABANDONED t' X PP H - --_} s P - _ - -- i SD EX. 18 CONC -UL RT t _.J -- - - I .� IN PLACE (SEE 5 +96.50, 5.00 RT EX MAILBOX x '�_-- - _ P -� I` Q WATER PLAN SET EX. rt 7O BE PLUGGED r 3 SEE SHEET 18 ) TO BE REMOVED EX. 12 CONC # - _ f r EX_ FH SEE SECTION Y- Y ,EX. ?2' CONC CULVERT CUL VER T I i ASPHALT RAMP I 5+ 18.67, 5.2 RT SHEET 19 Ti7 BE PLUGGED f f TO EX ASPHAL T TO BE PLUGGED I I' € X MAILBOX 4 TYPE 11 -54' 5 +24.06, FA } I 14.08' LT (STU4) 15 -25' L T (GRA TLS) Z TO BE REMOVED 8 +54. L T r C CURB CUT FOR 'Y f --- j GRAVEL ACCESS ROAD 11 TWE 1I -48' 8 +57.66, Z _uj .. 14.35' LT (STCR) 15.25' L T (GRA TE) I o s I 10+49.83 END CURB 1 ` TTER AND SyDEWALK 10±69.30, 19. < 12 /E 417.6-1 INT_ 10 +00.00 NE 2ND ST = 10+08.39 LYONS AVE NE SS'IH 2A - 60' 9 +96.60, 4.50 RT � w DROP COINNECTION 1: I PER DETAIL, SHEET 33 W SHEET 32 x •I f ` - - : ►< 1 /\ 1 M 1 I 1 1 \ IVI -\ /\ i ♦I t- 1 ►♦ �\ 1 1 �� _ I 1! 7 i l� L_ . • ♦I 1 ♦ l_ 1I I -. 1 ♦I • • ♦• . • L_ 1 t • f \ ♦• , �/ If -� .I f w S v 1 1 1 11 Ivl F_ 1 ►• /. 1• ►- 11 1 1 S' .6_ .�f_, r . -. I V_ .U, - I77 SEE SHEET 18 SEE EET 32 h TOP OF CURB PROF /LE Cd 430 ..JI<� a a s .. .. ... .. .. ......................... ....._.....__.........._...._......_.................. a._ ................ _ ... .. ....................... .'•'__'° __........... _ ....... ........ _ ...... ........_...........8 430 EX CB 8093 2 RIM 419.34 4 12i4l Q 12 /E 417.09 (IN -E, W) Z 0 Q 18" IE 417. 10 (IN -N) Z O = (TO BE PLUGGED) N 2 " vs 0 6 1 0� ............... .......__._......_.........._.........................€..............._........................ ............................... 1 / 4 1 (OUT- S) E. 6 8 OU S I ( % Z OF CURB GYP EX2' -18" � o e 4 a CONC. 0 0.459' 12" lE 418:0 '� + F- EX GROUND A T 'N _ [.ET1l RL/NE TYP m - , _ TO BE PLUGGED _ - _ - �. EX 35'� 12" + + 18" AE 417.29 CONC. 0 1.4,39' EX 12 Z 6 TO BE PLUGGED CONC EX. GROUND Z _ - " CULVERT '� AT CENTERLINE = PROPOSED : 8 _ 12 IE 417.5 Q; T o; x TYP D BE - ._ -- - - D. l. WATER - - - NOW W a - - -i .--.. :... PLUGGED 420,; . . ....................... TY,P _...... -.... _ _ - _ _ _ . - ................ ..............................: M : � �yo •.1.1.' °'M"° -n - _� "'"°• - .ra+r• �er �x�ew.»� y,� v�p •.�" -_ . -� -- � •-.. _ -. .-- a �• 420 E.Y 12 0. 1. WA TER 12 "I 417.8 ,.�•, ,.-• , Y . ,.:- a.:".:°"� "' .,.,•., tl+> "' "'^w , r'- EX. 6 " A C WATER y REMAIN vow r r- To � � n++.i. +!%e!✓n nF+a : '�.. 70°"'�a - .._,�,� yMtlE •riaw. w.."o +•+++a wa„wn ,yb,n ,k,,,,, ww.,p, •ww„ � . __ r (I M MMY✓ Y �aY __ -_ _ _ M!'wl. 'MMe .. ... .< A.lr� �• - Atom ��'O 00D91N `NrME' 0018.» : lu' , �...l11 S9.Op EX s Ac WATER INTAKE 15A - - - ..... ............................... .. ... .... .:.............................. .......................... ..... .................. . ....... ............. .............................. ..... ..... ................. ...:........ ... . ... ..... .................. ................... .................... _....... ..`....- ...... .. ........................ .. .. TO BE REMOWD _ ................. 83' 12" O $391F ...................... ........ .. ..... ..... ... 12 IE 417. 8f (Typ) - 12" lE (MATCH EXISTING) GLOM i . 4175 334 -18" 0 391 Q4w 43' -12" EX 12" CONC 37' -12` 0.1. O 0.5411' 14 CUL VER T C..� ce W THRU CURE INLET Q' BE PLUGGED OUTFACE 11YIY O 12" IE 417.;6± TOP9,� 41a f3 (MA TCH EXISTING) 192• -36 QgQ34 12" IE A�i�► 41 133 _ _. v 4 . ............... ....... ............................... _ . ......... ....... ............................... ... 8 PVC 410. s�e: Q _........._.. .... ..................................................................... ..............................¢ 410 TOP 422. f C.� 11 TYPE li- 48 CB 15 (MATCH EXISTING) W SOUP, LOCKING LID TOP " 4 8" lE 411.18 (OUT) ' TnP 12' /E - 4ib4,14- 41.E 9 E '''"1''�d' 41&05 :(MATCH EXISI7NG) 12' 413�A3 ,N - , 12" lE -4+#� 414`81 (1") • 4 TYPE 11 -54" 8w IE -4#9: (IN) i41Q78 12 E VAN (OUT -0) _ CB I OUT 60 8 E 41Q6lf TOP �e�:- } _._ .SOIL /D LOCKING 412201 G UD I'I'I .................................... y........................................................................ .............................1d liE 413LQ4 -�J11 ...... ... _................. ......_..... ._............................_ ......•... ............................... TOP 42x27 18: IE �4#�9� 411.81 _ . _ . ° 18' AE 41. 30 (OUT W) 4 .(MATCH CXSRNC) ........................_............. ........... a........ ............. ...... ... ..... ... ....... ..... (ADJVST TO RNAL GRADE) 36 /E 4W. (IN) 41&11 'DROP COVNNECTION 36' IE 41a47 (OUT) COLE: 1 "= 40' HORIZ PER DETAIL. SHEET 33 36" +E 407.21 (NU --E) 1i� DROP (N) 3s• AIM 84 (W-s) x►srnNC c oiuNO ErEVA now MMSM rap OIF CURB 'j „= 49� R T. a; aonloM avow X43 A NE :8 IE •r�+Yr' 40a 57 Iry w) 8" IE 46.68 (OUT): 40830 NE 2ND S TREE T SCALE: 1" = 40 0 20 40 80 • J ft vv 0f UU '�� /+uu RO�.L x1;91 �0 +00 ii► '1 11 +00 NOTE: SEE SEPARA TE WA TER PLAN SET FOR WA TER PLAN AND PROFILE INFORMA 710N. ALL CA TCH BASINS SHALL BE TYPE / UNLESS 07HERWSE NOTED. • ALL STORM DRAINAGE DIE. PIPE A TERIAL SHALL BE PER PIPE AN CA nONS A BABASIN SPEQI FI CATCH ON SHEET 20. NOTE.- ALL PROPOSED SANITARY f SENrER MANHOLES SHALL BE 48 810 UNLESS OTHER WSE INDIGO TED. f NOTE: CATCH BASINS HAVE BEEN SIZED Tiff MEET CURRENT a7 Y AND o << WSDOT KNOCKOUT REQUIREMENTS Jr: USING ADS N -12 PIPE. NOTE: CATCH BASINS ARE 0.10 DEPRESSED IN FLOWUNE AS REQUIRED BY THE CITY OF RENTON. CAUTION LOCH 7701V OF EXIS71NG U77LI77ES SHOWN IS T APPROX/MA TE AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR RESPONSIBIL1 TY TO FIELD VERIFY LOCA 77ON OF U77LI71ES PRIOR TO PROCEEDING W17H {„ CONSTRUCTION. Checked for Compliance to City Standards C 2002 TRIAD ASSOCIATES 1 R LA ASSOCIATES 11su I ISM Am NE K.+ar,e. WA 900343 425.821.8448 425-CH 33481 bx www 17rdfroc aon� L z W oZ p� N �Z 1 o° Q C4 Z (A Q tu Iqa J < 4 44 4 i co Z O V 2 T H 3 Lij Itt LL 0 1 W) a N ab 'n PN) O O a a� O� N V ^ a a a O < r xa� z� N N N aaaw J • J ft vv 0f UU '�� /+uu RO�.L x1;91 �0 +00 ii► '1 11 +00 NOTE: SEE SEPARA TE WA TER PLAN SET FOR WA TER PLAN AND PROFILE INFORMA 710N. ALL CA TCH BASINS SHALL BE TYPE / UNLESS 07HERWSE NOTED. • ALL STORM DRAINAGE DIE. PIPE A TERIAL SHALL BE PER PIPE AN CA nONS A BABASIN SPEQI FI CATCH ON SHEET 20. NOTE.- ALL PROPOSED SANITARY f SENrER MANHOLES SHALL BE 48 810 UNLESS OTHER WSE INDIGO TED. f NOTE: CATCH BASINS HAVE BEEN SIZED Tiff MEET CURRENT a7 Y AND o << WSDOT KNOCKOUT REQUIREMENTS Jr: USING ADS N -12 PIPE. NOTE: CATCH BASINS ARE 0.10 DEPRESSED IN FLOWUNE AS REQUIRED BY THE CITY OF RENTON. CAUTION LOCH 7701V OF EXIS71NG U77LI77ES SHOWN IS T APPROX/MA TE AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR RESPONSIBIL1 TY TO FIELD VERIFY LOCA 77ON OF U77LI71ES PRIOR TO PROCEEDING W17H {„ CONSTRUCTION. Checked for Compliance to City Standards C 2002 TRIAD ASSOCIATES 1 R LA ASSOCIATES 11su I ISM Am NE K.+ar,e. WA 900343 425.821.8448 425-CH 33481 bx www 17rdfroc aon� L z W oZ p� N �Z 1 o° Q C4 Z (A Q tu Iqa J < 4 44 4 i co Z O V 2 T H 3 Lij Itt LL 0 1 MA M _ ._ LL.T PROJECT MANAGER N9cIA1d COAVREY, fats PROJECT SURVEYOR CLAY A. L00ANS PE PROJECT ENGIlM PROJECT WNWAPE ARCMCT MW SUBMITTAL DATE: 11/21/01 SCAIIE. H00S.: 10-40, VIZ.: AseUrc r .r A. L nN. 28919 �V ss ISTE�a``� TO)YAI. EXPIRES. 10/22/02 $/2- 7112 STAMP NOT VAL D UNIBSS SIGNED AND DATED JOB NO. o1-cos s SM NO. 17«38 SCANNED NOV • 7 2003 y nrn .ti � a a O < r xa� z� N aaaw J A a MA M _ ._ LL.T PROJECT MANAGER N9cIA1d COAVREY, fats PROJECT SURVEYOR CLAY A. L00ANS PE PROJECT ENGIlM PROJECT WNWAPE ARCMCT MW SUBMITTAL DATE: 11/21/01 SCAIIE. H00S.: 10-40, VIZ.: AseUrc r .r A. L nN. 28919 �V ss ISTE�a``� TO)YAI. EXPIRES. 10/22/02 $/2- 7112 STAMP NOT VAL D UNIBSS SIGNED AND DATED JOB NO. o1-cos s SM NO. 17«38 SCANNED NOV • 7 2003 N w y nrn .ti � a a O < r Q z� N N w ra V) a cn D o tal Q: 95+511IUM AW mi- ce 59 EX ca 95+25 54, 17.25 RT TO BE LOWERED 'T OVER V? fX 12 BELOW PA "ENT GRADE AND CAPPED EX :DI TCH EX a G ou- T ir T 94 f f 95 RIA4 43 96 WA WA - --WA - EX C8 12" IF 426-51 (At, S) (MA TCH EXISTING) BELOW PA WMEN T 4 �-UG TO BE L 0 NERED 6 IE •#ag S it (IN) 4=89 GRADE AND CAPPED EX. C8 EX 72" CONIC SO BELOW PAVEMENT (45 60 PVC SIDE SENER 12" 1E 422.16 (S) 0 2. 01M MIN. ASPHAL 7' RAMP LF-1 z .-01 5+23.54, 18.00" RT X. STREET LIGHT BEGIN CURB, GUTTER, LANDSCAPE STRIP AND TO BE RELOCA (B Y DINERS SIDEWALK 0 8 1E 42 1. 10 ... ... ...... V) .......... ............. ......... ................ .......... ......... ....... ..... . .. ....... ..... ........ ... . . ... ... .. . ........ ...... ............................ ........ . . .... .... . .. .............. ............ ......... .......... ........ ................. .......... .......... ... ............................... ............ ...... .. . . . ............ ........ ......................... to IE 4V.00 8" IE 421.15 all IE fes. 9"0 421-03 EA7S17NG QLO D ELEVA 77ON W PROPOSED TOP OF CURB cr 'K JERICHO A VENUE NE r° 3 t Oti NV IRK O z 95+511IUM AW mi- ce 59 EX ca 95+25 54, 17.25 RT TO BE LOWERED 'T OVER V? fX 12 BELOW PA "ENT GRADE AND CAPPED EX :DI TCH EX a G ou- T ir T 94 f f 95 RIA4 43 96 WA WA - --WA - EX C8 12" IF 426-51 (At, S) (MA TCH EXISTING) BELOW PA WMEN T 4 �-UG TO BE L 0 NERED 6 IE •#ag S it (IN) 4=89 GRADE AND CAPPED EX. C8 EX 72" CONIC SO BELOW PAVEMENT TO REMAIN 60 PVC SIDE SENER 12" 1E 422.16 (S) 0 2. 01M MIN. ASPHAL 7' RAMP LF-1 70 EX PA WMDVT 6 1E 426. 00 5+23.54, 18.00" RT X. STREET LIGHT BEGIN CURB, GUTTER, LANDSCAPE STRIP AND TO BE RELOCA (B Y DINERS SIDEWALK (MATCH EX7S RNG) • PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E, W.M. ASPHALT REPLACE AS NECESSARY— Al OWERLA Y FROM CE)VIERLAW EAST 70 NEW FLOKM I POND PER OrY OF RENION RE9ARE1f0VTS (rW) 10' AW SpAff SEE SECIM X- EX 121 CONC. 5V BEl"WIN PROPOSED 70 BE ABAA0OhfED N NOTE MDNCE4AR ACCESS 7V ADJ1C04T ARQpERTY OWVfRS SHALL BE MANTA09D AT ALL YWS, ANY 010SIURSED ASPHALT 00? GPM YU NV THE fXS11W DR!"AYS SHALL I REPLACED iW )OW. . 19 EX IWAX90Y SEDER AND EX WA 7ER PLACE AFTER 0STALLA770N EX. PP TO BE REMOVED OF ON$F7E ST01W. (TVP) 70 BE RELOCANDI I SU NOW-% DOS 9fEr EX PP AND CUY T 99+91.52. 9L21? WRT EX AVAJILBOX (BY OTHERS) TO BE I Ex PP 14 70 BE JM.0CrA TED (BY 0"4ERS) INT 00+00.00 JE'ANCF#O AVE I .000 97+49.68L A00 RT -,,ZW.00 NE 3RD STREFt x X �_J( WALL.1 -N X SFGIV E - _XM T- 4G - - - - - - - - - - - - G -97 - - - - - - - --- - 101 OIL WA . .. . . . . I I-W Mow - J 1 L CA 4 OCOEE ------ 4 E X C8 gAvocaqw" i:_-X. f7RE HYDRANT N T W _j EX. WA TER 0. f 'F RELOCA TED OYAPPED FV 6 :-:4 rM if� ail& A 7-0 REMAIN (tW). (SEE" WA TER PLAN SET) BE rAU �V" *AW 0 S 412 EX INSTALL CURB RAMP 0 6/2 PER VflY Of NOrMl STD OF RENTON STD I MCO 14A 70 BE WD PER EY _T i - T I - :DETAt F-I= (I IV SIDES) 98+ A 62F. 100' PIT DETAIL F-a3l (907H SIDES) IN T' _�o 0 RELD&707 O "Xt G EX. - � , ri(l �_f_ EX. PP TO BE RELOCA 7 (BY OTHERS) EX. r.PA W1 IN T`I�07-X52.50 "J AVE ME .1 1 DRI W WA YS 56 EX. l -10+36OU _AtI Ooup'r 0 BE ITEMO IN TO BE LOWERED SEE LET Q8 .37 (W SHEET 1-0� BELOW W PA VEMEN T SHEET 101 GRADE AND CAPPED 4C) -8 4 12' WIDE GRA liOn ACCESS _T :44 7 ROAD PER DETAIL, SHEET 19 Z W "AND-C" 70 BE FILLED 101+4221, RT C CURB CUT FOR GRAVEL ACCESS ROAD 19 101+49-65L 876 RT 11+49.69, 1800' RT 00 CURR GUTTER, -LANDSCAPE STRIP AND VVIEWALK G T . . . . . . Y02 A ... . . . . . . A n- T �ASPHAL RAMP 70 IX PA WME NT - EX AIR VAC A SSEMBL Y TO BE RELOCA TED A WAY FROM GRA VEL ACCESS ROAD EX. PIP W/ GUY TO REMAIN YNSTALL BOLLARDS PER C1 TY OF RENT ON STD. TAIL H019 SCALE: 1"= 40 0 20 40 so NOTE.• CAP ABANDONED WATER MAIN �� OR7H OF SSWH 19 AN D SOUTH OF -- - --------- .................... -__- ..._.-- ..------------ ---- -• - -- - -------------------------------- . ........ --- - ----- ----------- • . . .......... ....... Z SSNH 18. REMOME ABANDONED MAIN FETWEEN TW MANHOLES oa aw Z � 'TOP OF CURB PROFILE 'K tn 7E.- SEE SEPARATE WATER PLAN o + FOR WA TER PLAN AND PROFILE.-.1 X 770N. . ...... ..................... . .. . . ............. ------- ---------- ........ . ..... ..... . .................... . ............ ........ ................. ................. . I ........ n .............. - ..... ...... ............. .... ...... .................... ...... ...... ........................ . . ........... ...................... ....... ....... ......... ....... ............... ... . ................. ... ........... ...... ............ . ... .......................... . ......................... ---- ------- ........... . .......................... . ............ ..... .. . ................... ................. ! :kl .. . .................. . .. ........ -A ................. . ......... a ca 'K '*i Q EX. GROUND AT ALL CATCH BASINS SHALL BE v Lz4j CEN7ERLINE (7W TYPE UNLESS 07HERWSE NOTED. + + ZE: ALL STORM DRAINAGE PIPE V TER/AL SHALL BE PER RPE A .............. ................ w- ........... ...................................... ............ .............. . ............... - ........................ ........................ ................................. ............. ......... ... ................ ...................... . ................. . . ................................... .......... QZ .. . ......... ................. . ..... ...... ................. ............................ ...... ................ ........................ - .......... - ------- - ------- - ---- - --------- 440 ................. .......... .. . .... . ........ .. .......................................... . ... ..... . .......... .............................. ....................... .................. ........ ................... ................... ................ .......................... ......... .......... ................................. . ................. Q 440 T04 BASIN SREaRCA 770NS ON SHEET 20. + 2 ,"1N. PRQPO.SED TOP OF CURB ALL PROPOSED SANITARY NOTE. a SEWER MANHOLES SHALL BE 4810 UNLESS 07HERWSE INDICATED. ............. .............. .... ..... .................... ............. .......... ...................... .................... .............. ...... . ............... ............... . ....... . ............ .... ............................... ................................... . .................... ............. ....... ............. w ... J N ............ ....... . . . . . . . . . . . . . . . ............... ..................... ........... .............................. .............................................. ................. . .............................. . ....................................................... .. .............................. .............. ......................... .............................. ........ . ................................................. ............................................. T EXISTING 72" CONIC. SID: Ex TO BE ABANDONED IN In NOTE. CATCH BASINS HAVE BEEN CE NORTH OF C8 59 p,OZ .9ZED TO MEET CURRENT CITY AND M$ SEE NOTESy THIS SHUT a a See 19 OT KNOCKOUT REQUIREMENTS (Typ) P EX. 3" A VAC USING ADS N- 12 PIPE. 6 n RELEASE VALVE 70P -46#R.0+- I (MA TCH E)OS 7)NG) w ........................................ ................ ......................... ...................... .... .............................. ........ ..................................... ...... ......... . . ..... ................................... .................. 4;K.. 8 - IE 444: 98 (OU T) &U 75 . . ......... ......................... - ; ...p ........ ................................. .............................. 430 .................................. . ............ ........ .......................................... . ........... ......................................... ................................................. . .................. ............. ..... ............................ .............. 'n ON 4430 72" u EX GROUND NO 7E7- CATCH BASINS ARE 0.10' N AT CEN 7UNE TER DEPRESSED IN FLOKINE AS 65% (Typ) SO Ex 12 N REQUIRED BY THE CITY OF RENTON. u 12" CO C: EX CB: II i ............ TOP •-44%7� 12 CONIC 72 4,30.54 (5) 437.0 RIM 43J 78 &WH 18 JI ®3.0990 TO BE LOWERED (MATCH EXISTING) TO REMA IN u .......................... .......... ............. .......... . .... BELO W PA WMEN T 8* /E 004 AG (IN) 429.46 ............. .. ... . ........... ............. ......... ................. ... ... .... ............ . ....... ................. ... ............. . ...... ....... ........ ......................................... ....................... .............. ................ ............ ........ ... ...... ... .... ... ............. ... .... ........................ .......... .......... ......... Mol AND CAP,11!:'fD 1181 (Ouv'm.'a j;0 C Pic 14A Q 000 TOP 433.41 Ej (MA TCH EXISTING) TOP 442;& 65 EX C8 12 IE -4&14-4& 425 of 8 - AE 425. 30 (OUT) RIM 431.44 ................... .. ........... ........... ............... ......................... .............. ................ ................ ....... .......... ............................... .................................. ........................................ .......................... .......... ...................... ............................. ..................... ... .......... ... ....... .......... ........................ ........... . ................ ................. 0+(k, ........ .................. ...... 420 ......... ...... .. .... ...... .... ...... . .. ...... ... ... ............... .......... ........... .. .......... .. ...... ................. ..... . ........... .... Ex 12", 6. 1. EX ce 12 IF 42-6 5 420 � WA TER MANN: RIA4 43 96 TOP -44&9& 4M f TO BE LOWRED EX C8 12" IF 426-51 (At, S) (MA TCH EXISTING) BELOW PA WMEN T RIM 426.67 TO BE L 0 NERED 6 IE •#ag S it (IN) 4=89 GRADE AND CAPPED 12" 1E 422.20 (N) BELOW PAVEMENT 8 IE 422 70 (OUT) 12" 1E 422.16 (S) GRADE AND CAPPED .12h Ink T0 REMAIN TOP 4"h* 4311Y of (MATCH EX7S RNG) 8 1E 42 1. 10 ... ... ...... ........... . . ...... .......... . .. ... ... ........ .... ............................. .......... ............. ......... ................ .......... ......... ....... ..... . .. ....... ..... ........ ... . . ... ... .. . ........ ...... ............................ ........ . . .... .... . .. .............. ............ ......... .......... ........ ................. .......... .......... ... ............................... ............ ...... .. . . . ............ ........ ......................... to IE 4V.00 8" IE 421.15 all IE fes. 9"0 421-03 EA7S17NG QLO D ELEVA 77ON W PROPOSED TOP OF CURB A T CENTERLINE (Typ) JERICHO A VENUE NE O V- a0 h Oiq� lw (Zi vo go O � 4104 "Z N I 0) N > z .MI .12h Ink of 94+00 room (to IUU+Uu 7012+00 CALE: 40' H OR I Z VERIO STORM DRAINAGE N07ES 1. INSTALL C18 39 OMER EXISTING 121# CONCRETE STORM DRAIN, AS SHOW. USE EXTREME Co4 U 7701V 70 A MD DIS 7URBANCE OF EXISTING 12## WA TER MAIN AND UNDERGROUND 7ELEPHOOVE UNES. 2. PLUG NORTH PIPE INTO C8 59. 3- ABANDON IN PLACE EXISTING 12'p CONCRETE snwM DRAIN NORTH OF C8 59. CASIT10tj 1 L OCA 71ON OF EXIS 7ING U 77LI 71ES SHO W /S 01� APPROXIMA 7E AND MA Y NOT BE A CCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD VERIFY L OCA 77C NV OF U77LITIES PRIOR TO PROCEEDING WITH CONS7RUC770N. Checked for Compliance to City Standards] 02002 TRIAD ASSOCIATES1 /1-(3 _Ij Z Mi Z oo� av r UJ o� °� o a� �. a 0o Z CL 1 T ASSOCIATES RLAD IM14 IlSh Ave HE KONWOLWA9803"M 425-821-8448 425JM.3481 tex SW.40_0756ft@ins co Z I X z� 4 4j as 4 4 4 4 > 0 > 0 > > z aao z PRO= MANAGER NXILMM CaVOREY, PLS PROJECT SURVEYOR CLAY A. LOOANS PIE PROJECT ENGINIM PROJECT LANDSCAPE ARCHITECT FM WBVITT& DATE: 11121101 SCALE: H0ffi.: 1-40' VW.: A SBUIL I !o N. 1,00 W A S �# Z�. 4. Aa•l ✓ tp 28919 IST 6101M, EXPIRES 10/22/02 elat 71a STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01=108 3u 6f NO. '6OP 36 SCANNED NOV • 7 2003 k) > 0 > 0 > > z k)