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HomeMy WebLinkAbout08D1945 DWG INDEX: A PORTION OF THE SE 114, SE 114 SEC. 5, TWP. 21 N, R. 5E, W.M. .� 03460-REF--DE00 03460-REF--UT00 / C� 2s o is so goo 1 OXO-XREF-00 SIDE SEWER SCHEDULE cA 034604REF--PROM I ono o I SCALE 1" = 50' HORIZONTAL DISTANCE FROM INV ELEV @ DISTANCE FROM INV ELEV @ `o CONTOUR INTERVAL 2 FEET LOT # # a 034653-XREf-PR50 I I LOT co 034551-SURV TOO I DOWNSTREAM MH END OF SS DOWNSTREAM MH END OF SS m b ( e- 1 186'-27'LT 433.3 14 107'-34'LT 441.0 o o I EXISTING SEPTIC SYSTEM TO BE ABANDONED S. .M. # 12-76 S.S.M.H. #41 -77 S.S.M.H. #41 -78 2 241'-27'LT 433.4 .N ca PER CITY AND COUNTY REQMTS CONNECT i 15 MH412-77-39 444.0 • 1 STA. 12+26. 4 98.44 LT 3 97'-30'LT 438.0 16 204'-125RT 443.0 ca w o ST 1 +1766, 5.06 LT. 4 STA. 11+57. 7, 0.82 LT. .1 I EXIST RESIDENCE TO NEW SIDESEWER \ " -4 N 1 + � 4 176 -132 LT 435.2 17 MH412-77-79 446.0 .a rn N T E 1- W LOCKING Tt�� TYPE 1-48 0 W/LOCKING LID TYPE 1 8 W/LOCKI G LIDco I - - - 1�, z £ - ✓ ,-/ / _ r 5 fz 179'-80'LT 440.0 18 48' 66�LT 446.0 o 6 MH412-76-43 440.0 19 108 -9 LT 446.0 0 LOT 25 � LOT 6 � /� I ' � , LO_l24 / I� 7 201°-63'LT 440.0 20 25 -52 RT 438.0 a o a FG-445 \ FG-446 \ 1 r , N FG�454 l 8 MH412-76-26' 440.0 21 58'-49'RT 440.0 ° co \ ( 9 MH412-76-85 441.0 22 91 -18 LT 446.0 LOT 8 %LOT 9i\ - LOT 16 LOT 17 OT 1 SCOT 19 DRIV0YAYACCESS1 I EX SS MH 412-11 w i FG= / J FG-446 ` FG=448 FC>-4�p r FG-452 FG=452 -TRACT 10 167 -40 RT 439.0 23 MH412-78-16 449.0 I►. ( I r I I 1 \ Iy \ r I + I l s RIM 9.21 } 11 107'-40'RT 438.0 24 MH412-78-42' 448.0 • .� / I I / \ I \ ; / \ I / \ _ IE 439.21 8 E,W 12 44'-40'RT 437.0 25 185'-141'LT 440.0 • o L1,I I ( r I I \ I / LOT 7 _ ! \ 1 r $ \ I ! _ _ / LOT 23'`- y 13 39'-29'LT 438.0 NE MH412-75-17' 440.0 W LL I I \ \ �` Te RI VA T F FG=446 _ \� 1 / j FG=454 ICA cu a -j I` I f E EWER LOT25 / \ -1 I\ ! / s - - QI �X SS MH 412-12 1. ALL SIDE SEWERS ARE 6 DIA SDR 35 PVC @ 29� SLOPE_ - 2 p I r ! �:.- _�- AYAOCES RIM 447.92 MINIMUM. I t EVVAY A sS- TRACT 22+ / / i - - /r 439.77 8"E,W 2. SIDE SEWER TEES ARE LOCATED FROM DOWNSTREAM MANHOLE. 3. SIDE SEWERS FOR LOTS 22, 23, 24 TO TIE INTO EX 8 SS z STREET CUTS PER COUNTY ROW PERMIT REQUIREMENTS. o of / 4 \ \ LOT 10 \ i ' - /LOT 2 4. INSTALL SS CLEANOUT AT PROPERTY LINE OF EACH SIDE SEWER U LOT 5 / I FG=446 1 e I / •jg Z 111 $ \ FGa446/ � � �\ � _ �LOT Fc= -'N"� c..� PER CITY OF AUBURN STANDARD DETAIL SEWER-02. cr) 19 � �1� \ L(IT4 \ - of G=4 I . ( -� 121 t.F fl 0 S. / 5. INSTALL SIDE SEWER STUB PER CITY OF AUBURN STANDARD (=n 0) ����• \ FG=442 \ I \ I \ k l ' • - - - - - -�- - -� - I I � L s Z e � J �' - �5/�aE.� _ DETAIL SEWER-01. ASEMENT ON ) _ _ - I r l� \ ` l '' / O o �_ EX SS MH 512-68 - f \` FOR SIDESEWERa' N \ \` l _ �: / / z p RIM 441.24 I DRAINAGEAGCESS�RACT�G v� 152 L.F, h� � Iijam M fr OT 4 / / / / \ // / / / O� -- 'SOR,� P� / / O W II �/ C g 4�i l (1 J/ 1IDY 1 �-' I 1 .� , ' Lo / '% -16 27 /� / // Q v'J � SIDESEW�R ` >t �IYNID, W ' F 4 �44- / 11ccO��� 3 NOTES TF�IS SH 1�( \, � _ ±�+ 48 I i f f f f C}��WWITY PARK - - %"- 'q Z U$ / \ \ v I '� / - CL- I I f f f "ti"''' /�. � - / - , 24 FT NEW ROW WEST OF C/L 30 FT EXIST ROW EAST OF C/L J Q O 3>9 L.F., I f�I fI f \TC��\ I - _ I \ I \ �\ � _ / / _ �\ / i ' M �o 12 0 S.S. SDR 21 PVC o ITC I ,I :( f f f( � \\ --I- - - - / / V�, I j , ( 1 p( \ , - - ,� - `/ \ 10 ACCESS AND 5 CONC PLN 28FT STRE T WIDTH f �. �.•11 211 L r, S. 60,R J55 �VC / / UTILITY EASEMENT S W STRIP " U t L- 1 LOT 1 L f2 -� I I I ) '( // x / 12 THI CKEI�D EDGE Q FC=44r4 442 Q / LOT 1 I l �# LO /�J / OF D/W FOR (DRAINAGE uj X MH 51 -1 1 t I \ 1 v W I FG-4 I 1 1 FG-446 I •� \ , 6 CEMENT CONCRETE TRAFFIC CURB & E SS 3 3 \ l . -l I / i p I I f i £ . GUTTER PER WSDOT STD. PLAN F-2 RIM 438.64 I `\ -_ --� \�- - _ - - - / - - - 9 / `` ` / - / I tt 4 GRA L " - 1 - �� �' i l 2% SLOPE 2% SLOPE SHOULD R _ •\ I s - mftak % / / r J NSI E AEZE �� io -1 I o o° ` ,�•• .t,. . •a• SLOPE TO EXISTING - ( �� 'T 4" THICK P.C.C. SIDEWALK PER CI Y 0 _ GRADE AT MAX 2H:1V - - 1 AUBURN STANDARD DETAIL 'TRAFFIC-23' I r I I I I, O z rLn 2" CRUSHED SURFACING TOP I�Tr ICI�1 I I� _ I--1,�1�1 I i�J�r I = � d- \ VE SE e - I FROM STA 1+00 TO 7+00 O ---- -- �i COURSE UNDER SIDEWALK ----------- --------------- ---------- -------- ------- f i N _ C 440 \ffir \ \\ (OR AS DIRECTED) CONSTRUCT THICKENED ASPHALT EDGE z EX SS - \ / - _ .- _ ALONG EAST SIDE OF 116TH TO DRAIN �I I- 4.L_F•, -4-S S M kl.-#4a 2--7,1- �44 L.F. S.S.M.H. #412-75 SCARIFY AND COMPACT SUBGRADE, NOTE: GRAVEL BASE MAY RIM 439.23 > - - - - - ,- ., 1 , BE REQUIRED, DEPENDING UPON SOIL CONDITIONS TO CB'S NOTE: TO BE REMOVED BY U S.S.M.H. 4 2 72 18 0 S.S. SDR 35 PVC STA: 4490.25, 7.N0 LT. 18 0 S.S. SDR 35 P C�t� STA. 8+43.13, 45 RT. � IE 419.57 10"S&E / STA. t1• TYPE 1-54"0 W/LOCKING LID 1 125 L.F., TYPE 1-48"0 W/LOCKING LID 3" COMPACTED DEPTH CLASS "B" ASPHALT PAVEMENT OTHERS FOR FUTURE IMPS TO EAST I u ' TYPE 1-48"0 MH W OCKING LID STORM IE = 434.80 W SIDE 0 18"0 S.S. SDR 35 PVC TO BE PLACED IN 2 LIFTS � � � SEWER CROWN = 433.68 1W111 a SEE DETAIL SHEET DT1 2" COMPACTED THICKNESS CRUSHED ROCK TOP COURSE W "'�'�'''��r PROVIDE 37 L.F., SANITARY SEWER PLAN S.S.M.H. #412-74 U z 1 z,�-S-I�-- 4" COMPACTED THICKNESS CRUSHED ROCK BASE COURSE FROM STA 7+00 TO 8+16.40 CONSTRUCT CEMENT CONCRETE CURB ' ^^ ^��^ 8 0 SS @ S=0.4K STA. 1-54" 5, ILO IN 116TH AVE SE PAVEMENT SECTION AND GUTTER >1- rr-���-� CAP END AND STAKE TYPE 1-54"0 W/LOCKING LID (KCDOT URBAN SUBCOLLECTOR) (KCDOT DWG 1-002) FROM STA 8+16.40 TO 11+38.08 z Z r (NTS) CONSTRUCT CEMENT CONCRETE CURB O � z T AND GUTTER WITH 5.5' WIDE, 4" THICK • m q HIGH P NT ELEV = 442.55 LOW POINT LEV = 441.80 P STA = 9+23. 4 P.C.C. SIDEWALK z �• O Q ° HIGH POINT STA = 5+ 6.06 LOW POINT TA = 7+03.35 PVI ELEV = 443. ::) z cf) -N PVI STA = 5+69.3 PW STA 7+03.35 1 A.D. = 3.32 _ "4 PVI ELEV = 442.8 PVI ELE = 441.55 K = 52.72 O z � LOW POINT ELEV 437.04 A.D. _ -3.00 A.D. = 2.00 175.00' VC (fl Q o LOW POIN - _ ZZ Zz. -- ____.__ R--=-��.7J-.__ _.. -__.._ _..... _.._ _..._...._._._,._.. c� w E' PVI STA = +37 ' 100. ' VC co n, 100.00 VC ^ PVI ELEV = 436.24 0+ v Y �r A.D. = 4.00 ^ n rn K = 40.00 of n n (6 °N° cii W 4'3- _ ° + °p 4ti�of WAsH L i° Lo N cii W 00 00 - .. 00 > m W W m W m / + ^ + m 1,7 35651 CL Fes- L� (A W U lj (�j lyj SSIONAL EEC' ja a 5 m m W W s 05/12/2M E 00 Tr 4� 2.00% i •189 -2.00� �- i o \ Q U io I W Lo 00 I EX. 16"W.M. EVISED v m cn ITm w F- Cc') z d o = o 3� EX. 20"W.Al � o= s lE = 431.43 f 34a L.F. 18"� S. SOR 35 P S=9-�5ff► ZZY. t4Sl 44-L.F. 18"0' S.S. SDR 35 ® S= ; 0.27'/• I RECORD DRAWING CERTIFICATION o o zo � z �_ S.S.M.H. 412- THESE DRAWINGS CONFORM TO THE v �- (i (i " rr S.S.M.H. 412-7 S.S.M.H. 412-7 ; 125 L.F. w w o o TYPE 1-48 O OppMG UO CONTR C OR'S CONSTRUCTION RECORDS. Dz Q z `" TYPE 1-48 0 W/LOCKING ID YPE i-54'� lD OMGKI STA 8+43.13, � z z o ° STA-1+4�;-fr9 11+ 7.0 LT STA-4+9$- 5 7.00 L T �}+e7 " w 0 C U w 481Rjff RIM 44i.S7 BY: DATE: n o o _ cn w �� 12 sc RIM-•437.-9°4�•43OS RIM 441.16 IE (OUT 18 433•GL p U U U �Q IL pVG• 1 IN 431.74 18 �O"N IE (IN)4 ?71� 18 O 432,SS 12-74 ' ` \ a o o i TITLE POST SvL�cy �izAr � i/ as as � - o � 5• f0.;/. € 1 OUT 431.64 1 O S �" I 0T)49A6; 433.06 8 0 TA 7+35.25 6`OOCLT G LID ) I 18"0 432.50 CONFIRMED BY CITY: . DATE: NM''9�H'-78` 441.K \ w N n d- Ln co rft 433:4727' 8"/ �E� 3r3P 18 43l.11 PROJECT REF: FAC04-0025 (� m m Q Q > w o 0 0 10 o �r 11pp N I m o =N coN .0 on �t� con �n O�� ^n O �� O� a0 cc N ItN 008 �N (oin N `t w L,J oo co N^ ^ of� oo w d o d N ci N d d co N ro ci * co^ m vs .r THESE PLANS ARE APPROVED 'FOR L o '� '� ,ram 00 �� �►.� ,�� n� �� �� �� lt� �,� �.� v,t �� n,w �r� �� ttK 't'* �� L0 ,n i- F- o 0 0 0 0 0 Lp ,� W) nP) n* �,f * v CONFORMANCE WITH THE CITY OF AUBURN S w Q \ o �°N 2+00 LL ENGINEERING DIVISION REQUIREMENTS. 0 o Q 0000 ,- oo v\ " 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 S.S.M.H. 512-341'PE-a--6B=B-9(HM6-N8- APPROVED BY STA 0+93.88, 3.60 LT -- (' IE (IN) 4�8- -12"0 42G.70 ^"moo ^ �•T(71 6;4 IOr /:\ SH RIM 438:a35.439.1� " 116TH AVE SE PROFILE AUB-30F s lE atOP 4f9�2 (1 " 4" SCALE: 1" = 50(H); 1" = 5'(V) DATE APPROVED �I J 2vo DWG INDEX. A PORTION OF THE SE 114, SE 114 SEC. 5, TWP. 21 N, R. 5E, W.M. y 034604REF--DE00 034604REF--UT00 / a 25 0 25 50 100 1 q 034653-XREF GP00 ^� SIDE SEWER SCHEDULE 00 �.� Iv J c.ra . 034604REF--PR00 II SCALE 1" = 50' HORIZONTAL �' CL DISTANCE FROM INV ELEV ® DISTANCE FROM INV ELEV 0 034653-XREF-PR50 y CONTOUR INTERVAL 2 FEET I LOT # LOT # co 0 f F- DOWNSTREAM MH END OF SS DOWNSTREAM MH END OF SS rn 034551-SURV-IP00 I to I �-- 1 186'-27'LT 436.0 14 107'-29'LT 441.0 o I EXISTING SEPTIC SYSTEM TO BE ABANDONED M 2 241'-25'LT 436.0 15 167'-29'LT 444.0 j S.S.M.H. 12-76 S.S.M.H. 41 -77 S.S.M.H. 41 -78 � PER CITY AND COUNTY REQMTS, CONNECT ( # # # W 3 97 -25 LT 438.0 16 MH412-77-15 443.0 ST 1 +17 66, 5.06 LT. STA. 11+57. 7, 0.82 LT. STA. 12+26. 4, 98.44 LT. � m o EXIST RESIDENCE TO NEW SIDESEWER _ I '' TYPE 1 W L GKING LID TYPE 1 W L CKING LID + U) 4 176'-132'LT 438.0 17 MH412-78-61' 446.0 � rn o TYPE 1 ` W L KING LID / / � 5 MH412-75-77' 440.0 18 MH412-78-50' 446.0 o 6 MH412-76-27IFT ' 440.0 19 MH412-78-75' 446.0 0 In // /` I 7 MH412-76-36' 440.0 1 - - - - - FO 25 LOT 6 # / I , /°� �� , L01/24 I 20 95 -29 LT 438.0 w Q. q) I1 1 \ I ` / I / / / N° , \ FG#434 // w 8 25,-21,LT 440.0 21 MH412 , 74-61 440.0 �, �, o) 9 97 -17 LT 441.0 22 15 -39 LT 446.0 o - I LO 8 %LOT 9, SLOT 16 LOT 17 �OT 1� SCOT19 DRIVEJAYAIGCESSI I EX SS MH 412-11 10 167'-35'RT 439.0 23 40'-35'LT 449.0RRFG- l / Frv-446 ` FG-44a F4 i C:-4�"1 /FG=432 ACT RIM 450.72 r I i // 11 107'-35'RT 438.0 24 96'-37'LT 448.0 • LijI i \ / \ ( \ , / / �\ I I I / / \ - l ( I IE 439.21 8 E,W 12 44'-35'RT 437.0 25 MH412-76-117'LT 440.0 o lL( I \ \ I J / L 7 - \ r x I I / _ - / LOT 23� � \I 13 39'-26'LT 438.0 NE 200'-16'RT 440.0 fG= � \ \ � �� i / i r � � � �/ j FG=454 �\ I � � � I 1 _ RI VA E` MT a, IV A 0 25 - - - - - - - - -/ - - - �X SS MH 412-12 1. ALL SIDE SEWERS ARE 6 DIA SDR 35 PVC @ 2% SLOPE / AYAQCES \ A I RIM 447.92 MINIMUM. - - - - - - / = I I r EWAY AC + TRACT 22+ / // # ' / 439.77 8"E,W 2. SIDE SEWER TEES ARE LOCATED FROM DOWNSTREAM MANHOLE. �� \ � _ - - - / - - - - - - - - - - - - - -\- / / 43,E 3. SIDE SEWERS FOR LOTS 22, 23, 24 TO TIE INTO EX 8" SS z m t 1 , \ - o I \ \ 1 ' 1 / / / / STREET CUTS PER COUNTY ROW PERMIT REQUIREMENTS. o cr- M - - 1 a / no \ LOT 10 '� \ ' - _ 1LO72 i N 4. INSTALL SS CLEANOUT AT PROPERTY LINE OF EACH SIDE SEWER o O O� / I \FG-� - LOT I / FG lei l l co PER CITY OF AUBURN STANDARD DETAIL SEWER-02. ? cn � I I ` LOT 4 \ / I - _ G=4 I I -� - s 121 J-R 8"/ S S 5. INSTALL SIDE SEWER STUB PER CITY OF AUBURN STANDARD zLLJ \ FG-1442 \ I \ I - CA- T \ I - 5+'wee , DETAIL SEWER-01. -AS6MEN EMI / - - - - - -�- - -� I I EX SS MH 512-68 FOIE S►DrzSEN+ER ' RIM 441.24 1_.r � z R OT DRAINAGE ACCESS�RAC1�G 152 . ,I / / / / // / / �, / _ ! r/1 L / \� SOR PVC VJLu �O-Y14 4 s II I I \ =44'4 l r FG-f448 -+ // Lo �` O 36 L.F., \ I I \ �, \ \ \- \ /I I � SIDES DESEW S�' STAB SAND.\ \ I \ L 3 NOTES Ti-tJ� S_ T\( (P� x + - _ / n - 18 0 S.S. SDR 21 PVC I I / F44� Z I ° / \ \ I � / C All PARK - I/ _ �� _ - 24 FT NEW ROW WEST OF CA 30 FT EXIST ROW EAST OF C L RM D \° I- - - - - / 1 I J I "( \ \ \ /,/'l= � \ �c - / 10' ACCESS AND 6' CONC ' PLN 28FT STRE T WIDTH �• RACT 211 LIE 6Dj? 5VC - ` f a " U1ILITY EASD�ENT S W STRIP I LOT 1 - LO 1 2 -� `'�I / I �C // `x t 12" THICKEIVD EDGE V Q FG-44i4 FG=442 LOT 1 I / t IJ/1 �/ / I • • \ 6" CEMENT CONCRETE TRAFFIC CURB & OF D/W FOR (DRAINAGE z W Z EX SS MH 513 13 \ I 1. \ / t I I , J 4 r � fil7f,44 GUTTER, PER WSDOT STD. PLAN F-2 'RIM 438.64 I .:` ; \ _` ..� -' ' �\ / / I `- 4HGRAIE 00 8FM 10SN2% SLOPE 2% SLOPE S DULD R- - - - - \ r ":o :: ------ --� W J /4 EX " I _ . s / �� \° THICK DE I 0 Ii: I o ` iaa• •',,+• -��I P SLOPE TO EXISTING .IV O SE ARE • 0 Al. CT E y 4" P.C.C.C. S WALK PER C 1 I- I GRADE AT MAX 2H L j AUBURN STANDARD DETAIL 'TRAFFlC-23' I- 0 Lo Z CO J _ _ _ - -T / -�- - I 2" CRUSHED SURFACING TOPilkd- -- __ / - - ~ yvf� �' a o ° COURSE UNDER SIDEWALK I I " -� T FROM STA 1+00 TO 7+00 I ' ' O In - t ` - - 0-tv \ �° (OR AS DIRECTED) CONSTRUCT THICKENED ASPHALT EDGE O W z O \` -' - - - - - �--- ' ALONG EAST SIDE OF 116TH TO DRAIN W EX SS MH 512-34 \ / r �L F - - - ? - 9 SCARIFY AND COMPACT SUBGRADE, NOTE. GRAVEL BASE MAY F" RIM 439.34 �� ; » - - -. __ - - _ 5��1:1 .--�4.12---7j-- 244 L.F., � 208 C.F. ' � � U S.S.M.H. #4112�72 18 0 S.S. 3R 35 PVC ®STA: 4+90 2'5,; 7.0O _LT. 18"/ S.S. SDR 35 P � �, 18"/ S.S. SDR 35 PVC BE REQUIRED, DEPENDING UPON SOIL CONDITIONS TO CB S NOTE: TO BE REMOVED BY � � IE 419.57 10"S&E STA. -4 i 46- 7.00' LT. JTYPE 1 W/LOCKING LID 3" COMPACTED DEPTH CLASS "B" ASPHALT PAVEMENT OTHERS FOR FUTURE IMPS TO EAST Z TYPE 1 W/LOCKING LID STORM IE = 434.80 PROVIDE 37 L.F., S.S.M.H. #412-75 TO BE PLACED IN 2 LIFTS SIDE ` r SEWER CROWN = 433.68 8"0 SS ® S=0.4% STA. 8+93.61, 98.74' RT. _ c CL f. - 15 L.F., CAP END AND STAKE SANITARY SEWER PLAN TYPE 1 W/LOCKING LID 4" COMPACTED THICKNESS" COMPACTED THICKNESS CRUSHED ROCK TOP COURSE CRUSHED ROCK BASE COURSE FROM STA 7+00 TO 8+16.40 18 0 S.S. SDR 35 PVC S.S.M.H. #412-74 V STA. 8+30.73, 37.07 LT. CONSTRUCT CEMENT CONCRETE CURB � s w TYPE 1 W/LOCKING LID 116TH AVE SE PAVEMENT SECTION AND GUTTER SEE- - (KCDOT URBAN SUBCOLLECTOR) (KCDOT DWG 1-002) FROM STA 8+16.40 TO 11+38.08 z Z Z (N TS) CONSTRUCT CEMENT CONCRETE CURB O L _ _ AND GUTTER WITH 5.5 WIDE, 4" THICK O m HIGH POINT ELEV = 442.55 LOW POINT ELEV = 441.80 PVI STA = 9+23.64 P.C.C. SIDEWALK Z = �N HIGH POINT STA = 5+86.06 LOW POINT STA = 7+03.35 PVI ELEV = 443.75 Z PVI STA = 5+69.39 PVI STA = 7+03.35 A.D. = 3.32 3 PVI'ELEV = 442.89 PVI ELEV = 441.55 K = 52.72 I � Q LOW POINT ELEV = 437.04 D. - -3.00 A.D. = 2.00 175.00' VC I o o TT LOW POINT STA = K = 50.00 U w coPVI STA = 2+37 1W.00' yC 100.00' VC PVI ELEV = 436.24 i + Y o A.D. = 4.90 -- I rn 00 U K = 40. i v�i Ir o "' o NI 100 0 430 + + It 00 W I 4z1 of ASH L�} o5 i �i W U U lii 6 Lu j j 000, 02 Z3o n j > W > U > co m -0� N ^ 00 m Ql m > W 3565110 4 �0��5 EGI STEg �l`�♦ WU I SIONAL FN a �E ca m I W EXPIRES 05/12/2008 I / CO v o °' I Q `> l I O U EX. 16 pW.M. I m cn cn o, REVISED o EX. 20 W.M� ., o, _ „ / 24s -P#4-L.F. 18"0 S.S. SDR 35 PVC ® S=9�518- 0�iT y. ' ' o z z IF - 431.60 O.ls S.S. i - oW L.F. 18 I .S. SDR 35 PVC ® S--�z''59b RECORD DRAWING CERTIFICATION � > o z o © z 346 THESE DRAWINGS CONFORM TO THE 1+4Z 1 208 L.F. STA 1, 4 , w a. c „ S.S.M.H. 412-7 " RIM CONTRACTORS CONSTRUCTION RECORDS. Z � � W o 430 S.M.H. 412- 72 ___. _ - STA-4+98?;-_T _ 18 0 S.S. S -. _ . _ ,lE OU1" 4ti+�i 18 o c' `c Or z z w o STAZD RM 441.16 ® S=0.25% 4il< B Y: DATE: o o � ,3 p.� RIM •437.�J#-446.03 --� IE IN 431.74 18"0 1 IN) 18„b 46a.65 o I I N)432.71 8 0TITLE/POSITION: k W W W W o0 r�Q ( ) " S.S.M.H. 412-74 N � � � • o IE (OUT)431.64 18 (S,W) OUT)+Mk.6+ 18"0 4&L50 STA 7+35.25, 6.0 LT x v � 'i •- �,� " ++1-86 RIM 10. ' „ CONFIRMED BY CITY: DATE: ozi 48 LF IZ 36--1>� IE N 18 0 0LLJ � PVG o F IV 433.42 8"0 = m IE UT)43:32• 18"o 4�8•tl m m W � a�1 ss1Q3y -S� PROJECT REF: FAC04-0025 o m _ d- tp 2� �� cc?'"_ tth coh rna O •-h O� 090 °�^ �o n� It °?O �N cps CA `f z zLu ` � cn N of oo rn o`� o 0 oo 00 co 0i �� THESE PLANS ARE APPROVED FOR W � � co � o� ! �� g �� "fin "fin ,�dp ,,�ui ,,�0 �•- vN �ci ��- �M ►'1 rj �rj �f� ,� o 0 0 0 iN �� 't* �� �' �v It �� �� --� �� �� �� - �r �� �� CONFORMANCE WITH THE CITY OF AUBURN S W � Q o 0 0 0 UN I � ENGINEERING DIVISION REQUIREMENTS. o o J 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 o S.S.M.H. #512-34 I � ®-- , APPROVED BY SHEET STA 0+93.7, 23.61 LT _ 116TH AVE SE PROFILE c RIM 18"`4ZG•7r ,. AUB-30F 6 Q CL°S1° SCALE: 1" = 50(H); 1" = 5'(V) DATE APPROVED w b as i A PORTION OF THE SE 114, SE 114 SEC. 5, TWP. 21 N, R. 5E, W.M. - __ LOW POINT ELEV _- 441.70 0 DWG INDEX: LOW POINT ST = 10+18.17 0 0 OXO-XREF-00 PVI STA = 10+2k50 L6_ ^ 034604REF-UT00 PVI ELEV 441.00 , + � 034653-XREF-GP00 A.D. _ 6.00 ! `,`_' d 60 FT WIDE EXISTING ROW I w 034653-XREF PR00 K = .17 � �� � � � U 034653-XREF--PR50 50 FT NEW ROW WIDTH EX PVMT Lo 034551-SURV-IP00 10' ACCESS AND 28 FT STREET WIDTH - 7.5' CONC 22' NEW PVMT WIDTH WIDTH VARIES 25' VC 10' ACCESS AND UTILITY EASEMENT _ ° r PROPOSED. CENTERLINE HUTY EASEMENT 14 14 5' CONC 2' BEHIND S/W S W NEW PVMT GRADE j 5 PLNTR 1" THICKNESS FULL WIDTH AC OVERLAY o o I I/ .N 5' CONC 5' PLNTR CEMENT CONCRETE TRAFFIC CURB & TYICAL WIDTH VARIES f PER NOTE THIS SHEET I° Nco �1q S W STRIP 6 GUTTER, PER WSDOT STD. PLAN F-2 STRIP $/W Stop " EX PVMT 10-13 W 450 0 '* N to N o II I1 2% 12' BIKE LANE 1' sAwcur 11 0 ° 'Q - - 2% SLOPE 2% SLOPE 2% S(OP �- II M F? ^ e} O V :.. o 3%SLOPE ; -� W ' 5. 4" THICK P.C.C. SIDEWALK PER CITY OF STREET TREES SEE L-1 I I -� - -� I = _ ': -' __� �' W> > W W Q AUBURN STANDARD DETAIL 'TRAFFIC-23' I-III °° 5 $m m / M M 2" CRUSHED SURFACING TOP " -I i i-' CL 0- COURSE UNDER SIDEWALK 4 THICK P.C.C. SIDEWALK SAWCUT EXISTING PVMT TO SQUARE EDGE 1FT R w (OR AS DIRECTED) INSIDE EXISTING PVMT PER NOTES THIS SHEET 2" CRUSHED SURFACING TOP MATCH NEW PVMT TO THIS ELEVATION SLOPE TO CURB 2" COMPACTED THICKNESS CRUSHED ROCK TOP COURSE SCARIFY AND COMPACT SUBGRADE, NOTE: GRAVEL BASE MAY 2 0020 4" COMPACTED THICKNESS CRUSHED ROCK BASE COURSE BE REQUIRED, DEPENDING UPON SOIL CONDITIONS COURSE UNDER SIDEWALK AT 3% CROSS SLOPE 1 �s�►s?.Kt 17,:T'RT 3" COMPACTED DEPTH CLASS "B" ASPHALT PAVEMENT CEMENT CONCRETE TRAFFIC CURB & " " 1, y, TO BE PLACED IN 2 LIFTS GUTTER, PER WSDOT STD. PLAN F-2 2 COMPACTED DEPTH CRUSHED SURFACING TOP COURSE OVER 4 440 S.M.H. 2-78 COMPACTED DEPTH CRUSHED SURFACING BASE COURSE C S A , 9844-•� 4-1/2° COMPACTED DEPTH CLASS "A" DISK AND RECOMPACT SUBGRADE TO 95% DENSITY (STND PROCTOR) S.S. IE (OUT)34'46f-8"0 443.81 • PAVEMENT SECTION STREET IMPROVEMENTS ASPHALT PAVEMENT PLACED IN 2 LIFTS / F $»� S• ' � SE 302ND AND SE COURTS 121 L.F. 8"0 S.S. SDR 35 PVC ( ) TYPICAL HALF STREET IMPROVEMENTS ® S/ S 3.74� r AUBURN DETAIL: TRAFFIC 32 (NTS) 301 S?' KCDOT URBAN COLLECTOR ( (KCDOT DWG 1-002) ) , ;z N (N TS) 0 -� 430 - STA 10+06. 1, 12.99' LT W RIM -44�-�8+ 441.8G S.S.M.H. 412-77 ILQ - IE (IN' 18 0 433.L8 STA 11+57.4, 80.82 LT IE " RIM ��3 448.06 E �IN OUT) 8 8*04A& IE IN 8"0A 439.37446 +.. _ / i 1 IE ((OUT 8 439.27 W S LOT25 (' / LCTT-•4 o COM NI&bAWK1 TB lu o n n n 40 Nn �. J pO 10+00 11+00 12+00 N ui 25 0 25 50 100 li Z 3 a ! Sfi T SCALE 1" = 50' HORIZONTAL i ct S E PROFILE o CONTOUR INTERVAL 1 FEET I I ST DRAIN , I SCALE: 1" = 50'(H); 1" = 5'(V) O li � TAPER TO EXISTING PVMT IN 40 I I I LOW POINT V = 441.02 U FEET HORIZONTAL MAKE SMOOTH LOW POINt S A = 10+35.12 ( w TRANSITION FROM NEW S/W TO _ PVI STA 10+51.50 Q 0 EXI STA- +.z PVI = 440.75 4 ELEV 440 --11 00 W za W ` \ ° `� A.D. 3.55 ° EXISTING GROUND "' + ° It - ^ K = 21.12 + E* (D . II II 0 '- ° PROPOSED CEN TERLINE • 80 ^ I GRADE 00 It �I c0 cy j U > > / c �N SE 304TH ST PLAN 0 (URBAN COLLECTOR) 2 00%- 0 NOTE: LOCA ION OF UNDERG OUND U11LI1TES IS * E CONTRACTO SHALL VERIFY; THE VERTICAL AND 440 o .. APPROXIMATE�ND THE LOCATONS AND HORIZONTAL LOCATIONS PRIOR TO COMMENCING STORM -� °' CLEARANCES HALL BE FIELD VERIIFED PRI� TO DRAINAGE INSTALLATION. IF INCORRECT, THE I c� Q -0� CONSTRUCTIO CONTRACTOR SHALL ADVISE THE CONSULTING ENGINEER I ACCORDINGLY WH WILL .ADJUST THIS SYSTEM IN THE 35 ° FIELD. NOTE: T SURVEYOR SHALL STAKE THE CURB & R oil 11 nn GVITTER_0..3 OW THE EAST GE OF R EX STING U 0 450 SLOPE ROM EDGE F EXIST P VEI4ENT - S'2'12 �'I® , 11� x NL o'o PVMT 0 CURB (SEE NOTE) EXISTING 8 SS FORCEMAIN'W/ a�yl �� ti SL=f0.5090 NEW GUTTERLINE PROFILE APPROX 7' (PER CITY RECORDS) VERTICAL. DATUM E ° I NORTH SIDE OF 'SE 308TH S I I S.S.M.H. - S.S.M.H. 472-76 °Lo TOPOGRAPHIC AND BOUNDARY SURVEY BY STA IOf t. LT STA 12+17.66 5.06 LT 35651I � Q - - -EDGE-OF-EX- - HOLMVIGDEWITT AND ASSOCIATES, ENUMCLAW, WA PH • I+-_ (SEE NOTE) S=f2. % 360-825-6963 RIM 441.16 RIM 78 0 1P w IE (OUT)43 t1i 8"0 4i7 ��s6 ON L° IST EXISTING C/L PROFILE SE 304TH ST � IE IN) 18 1432. IE IN 432. 8 0 a 32-R ELEV = 403.21 NA VD 1988 IE OUT) 18-0 4j4. EXPIRES o5/12/zoos RAILROAD SPIKE IN POWER POLE AT SOUTHEAST o� T DRAIN F NORTH T PON CORNER OF SE 304TH STREET AND 112TH AVENUE SE - o, POLE NO. 11201 L: cr ` ' XIST 16 WM EXIST 20" WM \ TBM#1 ELEV = 448.36 NA VD 1988 e U o PK NAIL AT THE END OF SE 301ST PLACE o APPROX. 8' WEST OF SSMH NO. 412-12 o� v c� 435 _ _ - --- --_-__- _-___ - - - _ zz TBM#2 ELEV = 440.67 m -_ - _~� REBAR W/ CAP LS36795 SET AT THE SOUTHWEST o o rn f �voi ^N N� co m 3- ---_-- CB 02 --" L ==_= f CORNER OF PARCEL B °�° ° 't,* -1`� � > Q z � u o ° STA 13+30 1.2RT - -� = ��-vs v v1.f v.� �r„r �� �� Y o Q a o o W p W/ VANED AME & GRATE I - _ _ '�•.=l fit, ,MA/ c I- cn c� c� z RIM 441.15 m .. _. --� .. 4 uj CL 5 0 _ °' -IF-- _I -- 10+00 11+DO 12+00 °C ° Z Z " o o _ 3azND GT o � U � � Q EXIST 12 SS SE PROFILE J w W U � SCALE: 1" = 50'(H); 1" = 5'(V) x, N n d 425 __ _ _ DA MV ELEV o REVISE 425. 00 00 0 0 ° i PROJECT REF: FAC04-0025 m 1= m Q QIx m N RECORD DRAWING CERTIFICATION o m w o THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR Lj o o 0 o N I CON CTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S U1 Q cn Q \ o UN ENGINEERING DIVISION REQUIREMENTS. p p Q © � o 14+00 13+00 12+00 11+00 10+00 9+00 B Y: D A TE:� TITLE/POSITI N: S E 304T H ST PROFILE // ��// APPROVED BY SHEET CONFIRMED BY CITY: '� � DATE:�IZ`7� SCALE: 1" = 50(H); 1" = 5'(V) AUB-40F 6 �C) ern DATE APPROVED v 0 - SEC. , T WP. 21 Ns, R. 5E, W.M. A PORTION OF THE SE 1/4� SE 114 5 o a c DWG INDEX: Z �' 03904REF-0E00 4j 034604REF-UT00 o a s� co rn to Lo p " oti Z3 t� o co N N CNI1 J -� 00 I { N V ~ A, Lo w N N CA � -_4 �;._.. J o o 00 ti SMOOTH TRANSITION = I o MAKE - TO EXISTING AC PATHWAY = . ' M W 5 WIDE ASPHALT WALKWAY = �`'' I Lu -: I CONSTRUCT � �,� ` � I"' � I TO TRANSITION FROM NEW SIDEWALK W/ + �� END TRANSITION RAMP KING COUNTY N FIGURE 3-007, SEE SHEET C- INSTALL 2 REMOVABLE BOLLARDS STA 11+38. END NEW STREET AT COMMON LINE BETWEEN IMPROVEME TS MAKE SMOOTH I 120 JOINT IS TRACT D&F TO PRECLUDE THRU I TRANSITION TO EXISTING STREET AND - - - AY APPRO CH TR FIC PER CITY OF AUBURN LOT24 I DRI VEWAY VEW AIF SIDEWALK I PROVEMEN TS I { LOT 6 INSIDE 20' ACCESS RACT ST�NDARD DETAIL °'TRAFFIC-06' T� l I DRIVLVI ACCESS p 1 75LOT 25 LOT LOT 16 1 1.OT 17 LOT 18 LOT 19 TRAcrc LOT 8L_OT 23 � 1 5' UTILITY ESMT 22' PAVEMENT IN 26'- ACCESS TRACT Op j I LOT 7 �� — --- -- ---- - - - , ! - � rn / DRIVEWAY ACCESS / �+J J RIVEWAY APPROACH __ / RACT D_21+Uo j D 20' SWAY AG ACCESS TRAC --- ICESS + TRACT F 22+00 _i z � lIj INSI _ -- - �O /_ C� Cfl vFZ� LOT 22 z d- ow ` R�40, o0 1 5 UTILITY ESMT %F I / I_ = F9 0 W Q Q LOTS ( CU9e &< I T 10 LOT 15 �I� PGE O 1 / ►! �`. O 1 RB F I LOT zlU F o v I cnl — / / WETLAND SIGN zo LOT --- - - --� I • � I �` / Q .. _ TYP 3 PLACES z �L.LI C S TRACT G 10' ACCESS & I QI LOT 21 ., O � - DRAINAGE AC I W 'W RESIDENTIAL �� UTILITY ESMT F v ----- -� I L07 14 C)1 f ACCESS STREET / -9 UNIT AND 1-18 U IT - U L0711 / W O ,�l I -� BORHOOD DELIVERIt AND I? o pT 1 + 9.36 10' ACCE & // O BOX NITS of 0 128'W RESIDENTIAL 10' ACCESS & + tLo - ON MAIL U UTILITY ESNk'T / C . LECTI I Q z LOT 3 i +- 1 ACCESS STREET D BY AUBURN POSTM4STER UTILITY _ / AS - 4 /pC LOT 20 o ;; _ fLu- COMMUNI TY PARK ¢I W t o = O TRACT B I I I I LOT 12 CHAINLINK FENCE RM D I I LOT 13Lu AROUND DETENTION RACT I I 10' ACCESS & I 110' ACCESS & -�•'• �, LOT 1 MT UTILITY ESMT ROW ~ POND I UTILITY ES l '� + DE I CA TION— — _ I LOT2 �/ �-- - � — Q vJ ——— _ SENSITIVE/ W CL CL I —L , - - -- 8kN T ACTS 2 O uj lift o c I- 7+0 SO0504 W 158.00 X - -- 4 — — 00 +00 _ 1 6+0 i — g X (D O - -c 116THAVE SE Row (URBAN SUB-COLLECTOR) 28'W PAVED ROADWAY STOP SIGN W/ STREET O EET1� W/ RAISED ASPHALT CURB 2 STO i NAMEf ER KING COUNTY NAVt SIGN PER COUNTY ON EAST SIDE Q STANDARD DETAILS STD DETAILS HANDICAP RAMPS AT INTERSECTION Y HANDICAP RAMPS AT INTERSECTION PER KING COUNTY STANDARDS ~ O z Q HANDICAP RAMPS AT INTERSECTION PER KING COUNT PER KING COUNTY STANDARDS Q0 FIGURES 3-007 & 3-008, SEE SHEET C-11 v o m° Lu cn � U IN 16" THERMOPLASTIC STOP BAR Q z o PER COUNTY STANDARDS Y �3IMPROVEMENTSSITE PL�►N SUBDIVISIONFINE PLAN VIEW w4�of w,sXl��� I � C 51 �Q U 0�'re, GIST a O SSIONAL t �) EXPIRES 05/12/2008 i U B CL QO cp CL O 25 50 100 PROJECT W NOTES: `` \ U o\o CY) ACCESS TRACT NOTES: SCALE 1" = 50' HORIZONTAL 0o SS TRACT SOLEY FOR THE 1. ALL MONUMENTS, VALVE BOXES, PRIOR THE TIME OF THE FINALE B o c TRACT D IS DESIGNATED AS A PRIVATE ACCESS PLACED AND RAISED TO FINALcc BENEFIT OF LOT 9. THE OWNERSHIP AND RESPONSIBILTY FOR m a: IMPROVEMENTS WITHIN THE TRACT SHALL BE THAT ASPHALT LIFT. m o z z o MAINTENANCE OF IMPRLu OF LOT 9 ONN 13 FT L LY. 2. ALL STORM DRAIN PIPING SHALL BE ADS N12 COUNTY AND CITY PIPE POFI AUBURN, o 0 0 LENGTHS, OR EQUAL AS APPROVED B RECORD DRAWING CERTIFICATION w � ~o � o 0 v TRACT C IS DESIGNATED AS A PRIVATE ACCESS TRACT SOLEY FOR THE ULTRA RIB PIPE IS NOT APPROVED. 22 23 AND 24. THE OWNERSHIP AND BUILDER PRIOR TO VERTICAL DATUM BENEFIT OF LOTS THE BU TES THESE DRAWINGS CONFORM TO THE v Q � w z ~ ONSIBILTY FOR MAINTENANCE OF IMPROVEMENTS WITHIN THE 3. DRIVEWAY LOCATIONS WILL BE DETERMINED BY RESP CTOR SHALL VERIFY D/W CONTRACTOR'S CONSTRUCTION RECORDS. c 23 AND 24 ONLY. UTTER. THE CONTRA TOPOGRAPHIC AND BOUNDARY SURVEY BY HOLMVIG DEWITT AND ASSOCIATES, o o 3 o TRACT SHALL BE THAT OF LOTS 22, POURING THE CURB AND G R THE CATIONS W BUILDER PRIOR TO POURING CURB. DRIVEWAY LOCATIONS SHALL ENUMCLAW, WA PH 360-825-6963 BY: S DATE. SZ� o W w ow LOCATIONS / T F IS DESIGNATED AS A PRIVATE ACCESS TRACT SCL OLE SIB TY 32-R ELEV = 403.21 N E�048H STREET ANSP112TH PE IN OWER SE,OLE POLE SyZ��� Di,C�G-7 ��� x � \ � �-� TRACT BE APPROVED BY BOTH CITY OF AUBURN AND KING COUNTY. TITLE/POSITI BENEFIT OF LOTS 16 AND 17. THE OWNERSHIP AND RESPON SOUTHEAST CORNER OF S \ w ^ �`I °i OF IMPROVEMENTS WITHIN THE TRACT SHALL BE LOCATIONS ARE PER AUBURN POST OFFICE AS APPROVED DATE:s�L 00 m o FOR MAINTENANCE 4. MAILBOX NO. 11201 CONFIRMED BY CITY: o THAT OF LOTS 16 AND 17 ONLY. 711 912 0 0 4. CONTRACTOR SHALL CONTACT AUBURN POST OFFICE PRIOR TOOUNTY, r R APPROVAL. APPROVED PLAN ON FILE W/ TBM#1 ELEV = 448.36 NAVD 1988 PK NAIL AT THE END OF SE 301ST m m Q Q �¢ INSTALLATION OF BOXES, PER PLACE APPROX. 8' WEST OF SSMH NO. 412-12 0 G IS DESIGNATED AS A PRIVATE ACCESS TRACT SOLEYR FOR THE POST OFFICE AND OWNER. PROJECT REF: FAC04-0025 /2 6 TRACTLOT 4. THE OWNERSHIP AND RESPONSIBILTY F AT HE NEW ROW SHALL = 440.67 REBAR W/ CAP LS36795 SET AT THE SOUTHWEST t- 746 BENEFIT OF \\ o� MAINTENANCE OF IMPROVEMENTS WITHIN THE TRACT SHALL BE TH 5 THE 10' ACCESS AND UTILITY EASEMENT ADJACENT TO T TBM#2 ELEV THESE PLANS ARE APPROVED FOR �� A OF LOT 4 ONLY. BE USED FOR ALL PUBLIC AND PRIVATE UTILITY SERVICES, INCLUDING PUBLIC CORNER OF PARCEL B CONFORMANCE WITH THE CITY OF AUBURN'S w � Q o 0 0 o AND PRIVATE DRAINAGE IMPROVEMENTS. ENGINEERING DIVISION REQUIREMENTS. _^ ^ SHEET 6. ALL ADA RAMPS SHALL COMPLY WITH KING COUNTY STANDARDS. APPROVED BY AUB-50F 6 sl -C DATE A PROVED a5l o 6 �00 5 4 3 2 r cl-p L -1 A PORVON OF THE SE 1 A SE 114 SEC. 5, TWP. 21 N, R. 5E, W.M. STREET STATION/ POLE MOUN7ING LUMINAIRE LENGTH COMMENTS DWG INDEX: LIGHT # OFFSET TYPE HEIGHT TYPE OF ARM r4 034653-XREf-DE00 SL1 2+26 18'LT ALUMINUM AUB STND 30, GE100HPS 8' PROVIDE PHOTOCELL 034 04REF--UT00 + N g 4Q(gq'LT SL2 ALUMINUM AUB STND 30 GE100HPS 8 %, - - Ei!•21 t7.8'I.T SL3 W12F4/17CA 12' GV100HPS N/A o _ OJ. ;-=6r11� Zoo LT SL4 6 • 29 -Z_ ALUMINUM AUB STND 30' GE100HPS 8' L : _ _ : e = = f.. T+q3� ZO' LT SL5 ALUMINUM AUB STND 30' GE100HPS 8' rn J OVIDE CONDUIT TO END _ lt,F23lT.StiT SL6 T;-z24 4 RAT-• W12F4/17CA 12' GV100HPS N/A i cr i c' c i _i ct i c " O p a _ OglS1i,,Z0' L� SL7 ALUMINUM AUB STND 30' GE100HPS 8'PROJECT, CAP END i- t '.':/l•e�Z9 Zoo L-r SL8 i; Z, i8'L = ALUMINUM AUB STND 30' GE100HPS 8' E I o W • as rn 1 + ( 19.yLT SL9 11 49 29=6� ALUMINUM AUB STND 35' GE200HPS 8' PROVIDE PHOTOCELL � �' 0 N Lq SL10 ALUMINUM AUB STND 35' GE250HPS 10' Q IL 3L SL11 1218c-a,�r ALUMINUM AUB STND 35' GE250HPS 10' $ I i ' U � c V LOT 25 LOT 6 LOT 24 a' ,+� -•-Q- _ 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF AUBURN ® _ LOT 8 LOT 9 LOT 15 LOT 17 LOT 18 LOT 19 DESIGN STANDARDS AND SPECIFICATIONS, THE APPROPRIATE STATE ELECTRICAL CODES AND � o 2 . DRIVTRACTCCESS THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. 4 SL8 w 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS • I -+ EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. �. O LU LOT 7 DRIVEWAY AC ESS DRI EWAYACCESS LOT 23 a U LU TRACT D TRACT F 7 0 0 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTIONS W1TH THE CITY, STATE AND POWER COMPANY AS REQUIRED. a � 21+00 A p= ' - I + 22+00 '- 4. REFER TO CITY OF AUBURN STANDARD DETAILS TRAFFIC-43, -44, -45, -46, AND -48 FOR $t } TYPICAL ILLUMINATION SYSTEM DETAILS. z M N ti�x� LOT 10 LOT 15 LOT 22 / 5. INTERIOR LIGHTING SYSTEM SHALL BE 4" DIA FLUTED SHAFT WADSWORTH SERIES AS �- �W LOT5 /' N Zc� O MANUFACTURED BY HOLOPHANE CO. POSTS SHALL BE MOUNTED ON A CONCRETE BASE. z LOT 4 LUMINAIRE FIXTURES SHALL BE GRANVILL SERIES FLUTED STYLE. THE LIGHTING CONTRACTOR Z Q- } SHALL SECURE SHOP DRAWING APPROVAL FOR LIGHTING FIXTURES FROM THE CITY OF O J Q SL10 - Q - o AUBURN PRIOR TO INSTALLATION. F 11) O T3 DRAINAGE ACCESS TRACT G -� ~ I �O `T �w U LOT 21 ^� 6. THE CONTRACTOR SHALL CONTACT KING COUNTY ELECTRICAL INSPECTOR GREG KINNEY '" z U z y 7 / (206)-793-1099 72 HOURS PRIOR TO COMMENCING WORK ON THE STREET LIGHTING SYSTEM. Z W ' *} SL3 p LOT 11 LOT 14 � 7 ALL MATERIALS MUST BE REVIEWED AND APPROVED BY KING COUNTY PRIOR TO Q � LOT 3 w o SL6 L7 INSTALLATION. SUBMIT MATERIAL DRAWINGS TO MR. KINNEY AT 201 SOUTH JACKSON ST., � � O � g RM DR g �M Q LU + } RSD-TR-0100, SEATTLE WA, 98102 AND ALLOW TWO WEEKS FOR APPROVAL. .� � z RACT Uj COMMUNITY PARK J LOT 29 7. KING COUNTY TO PROVIDE AND INSTALL ALL SIGNING, CONTACT SIGNING ENGINEER, KEITH O SEE IN TERSE N TRAGT B o �. 1 BROWN AT (206)263-6132 PRIOR TO COMMENCING CONTRUCTION. J DETAIL B W }. 1 Xoo Q - LOT 1 LOT 2 LOT 12 LOT 13 ' 7 'J °' 8. PUGET SOUND ENERGY (PSE) POWER DEISGN TO BE PREPARED BY POTELCO CONTRACTOR U Q Z h 7 7 1 + 7 , . / SHALL COORDINATE WITH DAVID HAWTHORNE AT (253) 405-7888. Z r^ vJ � I 5, ANC S/W 1 9. THE POINT OF SERVICE FROM PSE SHALL BE AT A MAXIMUM OF 50 FEET FROM THE 5 LANDSCAPE W O a , , . . .: •.. , L5 � SENSITIVE AREA PROPOSED SERVICE CABINETS. IF IT EXCEEDS 50 FEET, THEN A HAND HOLE IS REQUIRED. 2+00 i 3+00 SL1 4+00 SL2 00 g+DO SL4 7+00 \ k TRACT E VERTICAL DATUM: NA VD88 (KSCS DATUM) + I -I - I - -+ - ► + 8 BENCH MARK 3" BRASS PLATE SET IN CONC., 1.13' BELOW GRADE, IN O InZ soo-j 1 5 1 1 1 CASE @ SOUTH QUARTER, SECTION 5, TWP 21N, RGE 5E ELEV 243.45' = W � �. BNDRY & TOPO SURVEY BY HANSON SURVEYING RENTON, WA 116TH AVE SE ct ~ O o (URBAN SUB-COLLECTOR) W { .� STOP SIGN W/ STREET O W 2 PVC STUBOUT TO ROAD FOR L� O NAME SIGN PER COUNTY STOP SIGN W/ STREET WA©SWARTH Series ORDERING GUIDE L FUTURE SIGNAL DETECTOR LOOPS STANDARD DETAILS NAME SIGN PER COUNTY zs o zs so Cast Aluminum Pasts ""°'r"�"°"e"°" Q f� STOP SIGN W/ STREET , LL) p_ NAME SIGN PER COUNTY STANDARD DETAILS post 17 materislBfnsh apdans L O J-BOX TYPICAL 100 STANDARD DETAILS AT EACH LUMINAIRE WO-D.s3"High Tenon W 2 W H CastB uck U cast shaft '17'dia haY9 STA 1+32.81.00, 116TH AVE SEE DETAIL THIS SHEET mas �• SCALE 1" = 50' HORIZONTAL P�.t rdre�.aaar.•rssaiq 16 THERMOPLASTIC STOP BAR n WIDGM U� mil•► PER COUNTY STANDARDS SUBDIVISION STREET LIGHTING AND SIGNAL CONDUITS ❑ w,�,, �x z z —I z COORDINATE WITH PUGET SOUND ENERGY TO McExNYnrirh O C LiJ � REMOVE EXISTING 150W DROP LENS FIXTURE AND o-"a Ce ounfB1e.k(std.) ' Q ❑ LNaG Centkuninmlaerkll Z m REPLACE W/ MC-Ill CUT-OFF FIXTURE OF SAME ❑ �crvoB cart hwminurrvnad�amrme y ❑ •CRfFP Cart RluminunJPrime Pai,Ead ❑ -CA/CC Cart NuminumKNrlom Cabr tiN WATTAGE r ` �W��.k.nbna�mr.-.�. Fnum?C ,t � O:oa.i Eynplar.n Ramphwk,(,as Aon�srodae Yadlon) WIRE NOTES LIGHTING SYMBOLS cwraa.T�, °°ebb" O 3 ❑p - Fla°1L,H..{-�.�e�r a"non a� SERVICE CABINET FOR SL1-8 PER 1�3#8 IN 2" SCHED 40 PVC CITY OF AUB DETAIL TRAFFIC-45 • + +7 �� D cusmmx(sea xe�oH.ss.aw) o O Q WSDOT TYPE 2 JUNCITON BOX (STD PLAN J-llo) rrlecrl?�to'-� ❑ - 3ignage[sae Signaga eactionJ () LLJ O / Q2 3#2 IN 2-1/2" CONDUIT PER PSE REQMTS ""' '''2 rrt vrr:f3'-T SERVICE CABINET / Q3 3—#8, 3—#14 IN 2" SCH 40 PVC m ANCHORAGE GUIDE Y WSDOT TYPE 1 JUNCITON BOX (STD PLAN J-11a) U o ES-2EU (KCDOT) BEHIND ti S/W FOR SL9-11 �1FOR FUTURE�LIG PVC HTN�/ PULL STRING SL4 LUMINAIRE REFERENCE (SEE TABLE) _-- ___ _ S'S� U nn ( 3.5"a5-5"z4.5'H. PROPERTY LINE - - - - - - - - - -- - - _ * -- FI r� Q Q5 1-2" SCHED 80 PVC W/ PULL STRING - - - CONDUIT (SEE WIRE NOTES) DWdlorrag and ¢�pF WASgL� r7 O ( (FOR FUTURE SIGNAL DETECTOR LOOPS) ® SERVICE CABINET Wiring , Lluij td55' ___ 1 S , Va �, 5 6 I 1 2 TO PSE POWER Q6 1-3e SCHED 80 PVC W/ PULL STRING -- []oorOpening � 0� SOURCE (FOR FUTURE SIGNAL DETECTOR LOOPS) COBRA HEADLIGHT (AUBURN DETAIL - TRAFFIC 44) -00 8 `�- -- - Q7 1-2e SCHED 40 PVC W/ 3-#10 DECRORATIVE PENDANT LIGHT y �r oa 3ess — 1T Bait Circle— o= _ -► CONDUIT (TYP); °� �'EcrsT �°z�w SEE WIRE NOTES Q8 3-#8 IN 2" SCHED 80 PVC �S&IONAL - NOTE: CAP ALL CONDUIT ENDS L�-01�—. •� EXPIRES o5/�2/2008 TYPICAL LUMINAIRE/J-BOX DETAIL INSTALLED FOR FUTURE USE p0 (NOT TO SCALE) Ho Dip Galvanized + L-type Anchor Bolls L ,,ero'at�x racinnx smiMn6'wc 7rer td n•sCwnrar+wsu r,u» (4 per post) L N ® Uo-1e86 Ray.4-7-05 aaws.rx O Cl- 5 10' SIDEWALK, ACCESS AND RIGHT OF WAY LINE IS AT INTERIOR STREET LIGHTING POLE v I I UTILITY ESMT BEHIND BACK OF SIDEWALK ALONG o 6 SIDEWALK — — SE 304TH STREET — 8.5' FEET FROM CENTER ca ca c _ _ _ _ I I _ - - OF STREET LIGHT TO FACE °j o z Z 0 0 + j(- 2' EASEMENT OF CURB RECORD DRAWING CERTIFICATION W W `L z 10' SIDEWALK, ACCESS AND Y o o � : +OO FOR SIDEWALK o 0 p� I I UTILITY ESMT BEHIND RIGHT OF WAY LINE IS AT THESE DRAWINGS CONFORM TO THE w CL o ' CONTRACTOR'S CONSTRUCTION RECORDS. _ CL 5 �-{--5 SIDEWALK BACK OF SIDEWALK ALONG Q' 7 SE 304TH STREET U Q C' a Z Z `o — BY: DATE: f o 0 oz PROVIDE15 STUBS FOR I I = A' • . , =- 0 �� FUTURE CAP ENDS OF I I ,d . .. .:• . • • o c: c_ Q e $. . •a a d: 4 Q `:. • f a .d .e lLl N CONDUI FOR FUTURE ° • J • • ° TITLE/PO 7 / X �, L, x ° o 'LO tA CONFIRMED BY CITY: DATE. S/ > N 5 W PLANTERLLJ o� 6.5 TO S/W - - - - -.1 - A S TRTP-' - - - - - o� 6 PROJECT REF: FAC04-0025 5LLJ 1 � m � C° FACE MIN FROM TO THESE PLANS ARE APPROVED FOR a�0 OF CURBTYPE I J-BOX PER CONFORMANCE WITH THE CITY OF AUBURN S �n1C) �oCENTER OF LIGHT STANDARD LLJ CC Q oN WSDOT STND PLAN J-11a ENGINEERING DIVISION REQUIREMENTS. o o J INTERSECTION DETAIL 116TH AVE SE STREET LIGHT LOCATIONS SE 304TH ST STREET LIGHT LOCATION DETAIL t SHEET (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) APPROVED BY AUB-60F 6 1 2 3 4 5 6 DATE PPROVED d J