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HomeMy WebLinkAbout97D1458 AVOID CUTTING UNDERGROUND UTILITY LINES IT"S COSTLY PORTIONS OF THE SW & SE 1/4f SEC. 47 T 21 No R 5 Ef AND O N M \ N \. Call NOTE: PORTIONS OF THE NW & NE 1/4 OF SEC . 9, T 21 N, R 5 E, W.M. Y I'.. . . . .. . before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY n � � � � ' � � LJ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE w W EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- UI THE RIDGE AT w a o a a a r D190 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO w z z z Z Cp REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN a i WILLOW PARK HEREON. � . , . 1-800-424-5555 ` N pt W CALL BEFORE YOU DIG: 1-800-424-5555 oiom ao loo Vs � UNDERGROUND SERVICE (USA) SCALE 1" = 100' S.E. xlatn 5T. W w < F o W V Z U O n J _ N N lY 1 w 8 z In J w O Z S.E. 572tn VI w ST. In of F i N w W m G] m V, In p 7 7 < IIV,�) .- ¢ p a a � O n w w I_ z ~ dt O O O EXIST, FIRE VICINITY MAP N HYDRANT w D_ N J W W w W o N.T.S. 3 3Lno a a a N 0 {n ago- a t�[oTE m o O O O c r� SAN tTAR`C SM6 SgwAiL S(ub LccA aAs A" AS s~*J = o 0 o w w IS,.I I on 514"T 3 OF 3 . srv65 oxess D our WR'N (x) ARE - 4t3 3 u s a a '; -o 3OO a 1 'lb 6E ECID1!.MATEY. . �" `. SSMH 6 � > n g13-Il g13-oZ Z EXIST `SSMH .10 ., I I " $13-15 . , 513-11. c c sLAs I I SSMH p3 . , ., 't .. qt$-o� - SSMH 5 '., =. 4t3-o'i n �o ,n v M N SSMH 1 SSMH #2 7TEL RED I r .� SSMH � SSMH 7 EXIST SSMH is,a � RI _ gl _ RIVE DRv - R L ____ SURV A AY AY AY W F EDP .p VAUL �- 3 rt @- o _ ---- - - -I I �R/W C ER -- ---- - ------- _ _ 0 0 + 9+ 70 00 11 0 1 00 33 u o` _J•` CON -sai EYED CL', v - +00 -7+ 0 - g+00 Ivl 4 00 - 00 O CURB hY IT _lT __ C y h �- RIV _ __ --- 124�11 AVE . V'rl• WAY All WA"E qv 124th AVE . V.E. FIRET EXIST. CB r AY •� `• - -. Qr , jj 6 HYDRANT F � • / r~ ` .`� �� 'y�� Z :I ���II Ex157 CB n i t ` 4 Nib YtS o o o L - J t�A l n 2 _ t I O i i• �t ` N I L J Orq SANITARY SEWER NOTES Cn WATER NOTES �' s a o p W 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATION. OF AUBURN'S REQUIREMENTS AND SPECIFICATION. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED 2- STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN. BY THE CITY OF AUBURN. W 3. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING EX1S' 3. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING LEGEND 10 CONSTRUCTION. v1-FIIIRDRAN' CONSTRUCTION. a z 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL 4. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS U (WATER, SANITARY SEWER, GAS, POWER, TELEPHONE AND (WATER, SANITARY SEWER, GAS, POWER, TELEPHONE AND z TELEVISION). TELEVISION), iE x 5- LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING PROPOSED C a r U THE TRUE ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE THE TRUE ELEVATICN AND LOCATIONS SO AS TO AVOID DAMAGE a p OR DISTURBANCE DURING CONSTRUCTION- OR DISTURBANCE DURING CONSTRUCTION_ 6 EXISTINC PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH 6- EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH " WATER VALVE V) a Z WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE (ji MON IN CASE (MIC) N a m NEW AND ORIGINAL PAVEMENT SURFACES SHALL BE PAINTED NEW AND ORIGINAL PAVEMENT SURFACES SHALL BE PAINTED ❑,,^H CATCH BASIN FIRE HYDRANT w E2 IxWITH ASPHALT EMULSION (CSS-1). WITH ASPHALT EMULSION (CSS-1). 7. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH 7, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH 016 J SSMH W Ez-. A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES `` QS SSMH 'o (SEWER, WATER, STORM) OF 5 FEET. (SEWER, WATER, STORM) OF 5 FEET. O POWER POLE (0 z o 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC 8- ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC as o WATER �V FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL WATER VALVE V w ENGINEER. CIVIL ENGINEER. SEWER E z 9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO 9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO -s. FIRE HYDRANT >' -,iiiiiiiiii, rn W THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL GV 04 /!S' E- _ DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION, AS DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION, AS GAS VALVE 01 �Y z p 3 DIRECTED BY THE CITY- DIRECTED BY THE CITY. W Z 10. SEWER LINES SHAL'_ BE LAID TO THE GRADES AND ELEVATIONS 10. PIPE FOR WATERMAINS SHALL BE DUCTILE IRON MEETING ANSI - -- - - - TELEPHONE LINE PAINT Q O b SHOWN ON THE DRAWINGS- SPECIFICATIONS A-21 51 OF LATEST REVISIONS AND SHALL BE 11 o y 11_ SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN THICKNESS CLASS 52. PIPE SHALL BE CEMENT MORTAR LINED, - -- - --- -- - - - TELEPHONE LINE L W A MINIMUM 6" IN DIAMETER WITH A 1%• MINIMUM SLOPE. IN ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST - WATER LINE a p 12. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE REVISION. - -- ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND 11. ALL WATERMAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. SS LINE SHALL BE PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS 12. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE SHALL BE APPROVED RUBBER GASKETED JOINTS. (THE VALVES. GAS LINE LOCATION OF THE SIDE SEWERS'SHALL BE MARKED AT THE END 13. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, DRAWINGS. SHALL BE EITHER MECHANICAL BOLTED TYPE, OR SS FORCE MAIN FOUR FEET LONG BURIED IN THE GROUND A DISTANCE OF 3 PUSH ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN FEET. THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO NATIONAL STANDARD A-21.11- IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 14. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN PROJECT DATA: FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO ACCORDANCE NTH THE "PROCEDURE FOR WATER-PRESSURE Y THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA ON THE 2X4). IN ADDITION, THE LETTER -S 2 INCHES C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT OWNER/DEVELOPER WILLIAM FINKBEINER HIGH, SHALL BE NEATLY IMPRINTED IN THE TOP OF THE CURB NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE FINKBEINER DEVELOPMENT, Inc- In Q Qi BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS 12011 BEL-RED ROAD #206 Z LOCATION . UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS BELLEVUE, WASHINGTON 98005 W co LLJ Q, 3 13. LOCATION OF SIDE SEWERS SHOWN ARE APPROXIMATE ONLY AND SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED (206) 454-7777 3 MAY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO AUTHORIZATION OF CITY_ CONTRACTOR SHALL NOTIFY cXISTING MAIIJS AT A MINIMUM TEST PRESSURE OF 200 PSI. ENGINEER: SHUPE HOLMBERG 0- > W O N ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED.. 15. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED BAIMA & HOLMBERG, Inc. O L2 J 14. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER PRIOR TO CONNECTION TO THE LATEST PROVISIONS OF AWWA C 100 FRONT STREET SOUTH J D _I PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 601. ISSAQUAH. WASHINGTON 98027 > ._-J pjS 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE 16. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES (206) 392-0250 W THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD 1 J AND PROPOSED OR EXISTING STORM LINES PRIOR TO DETAILS. NOTE: Ld CONSTRUCTION. 17. SERVICES SHALL BE 3/4" TYPE K COPPER TUBING, CITY OF FIELD TOPOGRAPHY WAS PERFORMED BY W 16, ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE AUBURN TO INSTALL WATER METERS- BAIMA & HOLMBERG INC. Q F- MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED 18, BLOCKING FOR VERTICAL HORIZONTAL BENDS SHALL BE PER o Q Oe EQUAL- CITY OF AUBURN STANDARD DETAILS. DATUM CITY OF AUBURN/K.C.A.S. 't W 3 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 19, FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN LtJ 0INCHES FOR SDR 35 PIPE. STANDARD DETAIL. Z a 18. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED 20. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER BENCHMARK: R.R. SPIKE IN POWER POLE I--+ o A L,J ROCK, 4 INCHES UNDER 6 INCHES MINIMUM OVER THE PIPE. PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. #31017 AT WEST SIDE 124TH AVE. S.E., W 19- ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" 21. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS FIRST POLE SOUTH OF S.E. 310TH ST-, BANK RUN GRAVEL MODIFIED BY THE CITY OF AUBURN. SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS 1969-16, ELEV. = 434.85. COMPLETE. B.M. p5-1 Z w W ILL. FAC 0024- 95 L` N ~ Z W fZ O THESE PLANS ARE "APPROVED" FOR CONFORMANCE W r WITH THE CITY OF AUBURN ENGINEERING DIVISION'S W 7 W Record Dr:nving Certification REQUIREMENTS pG W These drawings conform to the Contractor's construction records, a y APPROVED BY: DATE 10/31/95 By: Uu Date: DTAE APPROVED: JOB NO. 52-034 Title/position: :k,4 1 m31f�'- Confirmed by City Date: DRAWING NO. 52-34C1 NOTE: PLANS ARE APPROVED FOR WATER & SEWER ONLY SHEET 1 OF tj AVOID CUTTING UNDERGROUND n m M CID \ \ \ ~ UTILITY LINES. IT'S COSTLY PORTIONS OF THE SW & SE 1/4, SEC. 4, T 21 N, R 5 E, AND \ \ \ \ \ \ G Cali NOTE: PORTIONS OF THE NW & NE 1/4 OF SEC. 9, T 21 N, R 5 E , W.M. of before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY Y IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE t z V EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- EXIST. �i FIRE Djge GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO r� 'rHYDRANT CAUTION: o a o a_ a z r REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN m EXISTING 20" D.I. WATER O ? O ? ? 00 1n K m ` i nn„„ HEREON. 1•pV�-424-5555 mD MAIN AT APPROX. ELEVATION CALL BEFORE YOU DIG: 1-800-424-5555 a ^^� - POTHOLE PRIOR TO UNDERGROUND SERVICE (USA) SCALE 1" = 50' y13_t5 Ct 6,5, _`T, o [ SEWER CONSTRUCTION STA -0+85, ,5} LT. �m} o k. STA -4+85 SOUTH,3-LT. 513-1b PP N m SSMH#1, TYPE III-48' SSMH#2, TYPE III-46' � f:V' SILT FENCE o RIM ELEV. = 39b-0i (MATCH PAVING)39Z.bb RIM ELEV. _ �C'."- (MATCH PAVING) 393.39 r, > €I F STA 3+'P8• INV. IN = 388.zi (N&W) 3g8�(o9 INV.(6") IN = �9C'2Y^ 381.40 LII INV. OUT = • e&*;. (S) p Q INV- IN = ^389.99�(N) 399 •q ¢ 25'-6- PVC SS STUB 3�p'rG G v z > o 0 1 I INV. OUT 384.�G (S)�lZa I TRAIN BALE SEDIMENT > w v TRAP r25' SPACING, TYP. Z v�wi z Z 1 1 1 REi DE DIH AS REO'D. w G g J) Of Z 0. 2 SILT E w I I 6" P � �VC SS ml .. • , ,. , 2. ., ,. N ., .. . . .. .. , `� o m H STN (� m> I FEI1tC 3� _ m > > I IPRAP 51�-1-7 I STA WMIS �n 'S{1rT JS I .. I xM R r '• , - a a ¢ O w w 4 0 STA 8+48.4, 5.6' LT 25'-6" PVC SS STUB 01% MIN. I I I 39.,- ~ 5 �i�-WI CONIC SLAB I EXIST. INV= {8.58 z ~ °d LEGEND I I EXIST SSMH 39 I '""`- I I 0 RIM = "9'8Gr+9 m w/ TEL PED �,.f '� NEW INV=386.96 z = 38ifr5 STA -6+75.2, 4.0' LT. STRAW BAILS IN DITCH 25'-8" PVC STUB I 1x3x4 I 1° g - I, 0 7) ( 3 EXIST. SSMH r I 60' R/W/ 0 200' SPACING, TYP. I w/END CAP 0 1R MIN, f I EXIST. �'� 24" CMP iO X O I - I NV = 387.55(E) I _ - - - - - - - - - - - TEL VAULT �_m•:_- k' n w w RIM = 397.73 PROTECT EXIST DITCH INV = 388:87" RI J REQRADE TO 0.257. a Ex _ � a 1- INV a RIVE_ INV = 388.63(N&W) AS NEEDED AY 3 ¢ DRIVE DRI INV = 388.53(S) I DRI - _ w 3: 'n Z WAY WAY AY --- WAY ----- - -- - - - - - P PLn O O EXISTING PROPOSED r - - _ ,:, - ---- - --- _ - - - - - - ---EXIST. A4 2F00 > > o > � Icv WATER VALVE o EOP X - - ---' -- -- ---_,�3G1�--}�-PVCCCSDR-35--®-9� wv,39'� .•-"_ +b0 " � k:,•, . +c "PVC--$BRA--0-0.2 EXIST. 12' WATER �2 10- RYC ---yl�- c=i f �a wv n FOGLINE • I"- -�S-- - -�- •��-:..,..,,,• - 00 - -� Of 00 _..SDR 21 0do - MON IN CASE (MIC) N 'i _ T. fl -7+00 I !� w` +-CO - ' Z -ter rvErfD ft 1 - �t 9+0o c� o°�a+oo 363 q.. - - - _,_ y� FIRE HYDRANT T' o- a wv a, wv . a CB -" - - --.... ❑CB CATCH BASIN o7 CB RB " - - - - - - -- - - - .....,... ... EXIST. r .. WATE,. _ STRAW' - { CURE�,�� NEW - - -`' - - - - - - - -- � MST. I ` '' SEDIMENT TR��P PROPOSED � FIRE 30'-8 SSMH �T DRIV PPS POWER POLE o WAMER I WAVE I - DRI i T 124th AVE. S.E. '+qt I HYDRANT I SDR 21 w/END I '` m t ��NSiSMH (HT33-11 -SEE RSHT.3 $E ' WAI9 SEE $Hi3 wv REMOVE EXIST. SSMH REMOVE STA 4rtW �liA•2Y�iiy CAP 0 0.409 I ICI Ln r� � �i; "ON m WATER VALVE _,a•_c- p it cc Sz"& �,:=r--499.44 S (XI I - RECONNECT SS 5P1 L$ EXIST. 8" SS PIPE 35'�6" PVC SS TUB 35'�6" PVC SS STUB 1rn SEWER SERVICE WITH TEE r 00 N_ 0 1% MIN- -�'�f6�MNL� 0 1% MIN. � I-' } � o FIRE HYDRANT GrA Z.'I'IJ �. �R�J+-34G2. I W < v a EXIST. B" PVC TO E>tST. CS LIFT STATION �� B e, I N}111� I g i r �IM=393.38 f1 a GAS VALVE EX, `I i.� 2(v(, PVC SS EXIST. CB z I s C I I NV=390.42 I z < NV=389.58 (W 24') TELEPHONE LINE PAINT -- -- I �.� C::: : :: f' r,. . ,_ .. I .. - .. .. I VI p(n I INV=389.88 (S 12") _� INV=390.28 (N 15-) v' .o - I INv=390.38 (E 18-) �Yb. r•�S� g�g -- -- -- ----- TELEPHONE LINE . . -_ , I �'L , ,._._ .1 '. . ;'L" ', I I I ( I - LOWER 24" TO j771 Ib'0 A: INV=38Z10 ,. .,,. , ,., ., -- - WATER LINE I I I Iv - O I - ADD CB SECTIONS 1 f TO EXIST. CB AS REQ'D. SS LINE I zdo �„ o - - - - - - - GAS LINE I I 13 n I P SS FORCE MAIN ( U of 1-20'x20"x12" TAPPING TEE (FL) 1-12" GATE VALVE (FLxMJ) 1-THRUST BLOCKING W y = - I -SEE DETAIL BELOW 00 m m A 3 m W o u SAWCUT LIMITS 1. W N V o 5' 00 m vvvavvv 2, a 0 1" ASPHALT OVERLAY TO BE CONSTRUCTED BY KING COUNTY 3" COMPACTED DEPTH CLASS "B' ASPHALT CONC. V) z 1 1/2 COMP. DEPTH OF 5/8" MINUS CR. ROCK 420 . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . : . _ . _ . . . _ . _ . w x 2 1/2" COMP. DEPTH OF 1 1/4" MINUS CR. ROCK - - W .M aI $ COMPACT SUBGRADE AS REQUIRED - GRAVEL x BASE CLASS "B" MAY BE REQUIRED PENDING J W o T e m SOIL CONDITIONS _ .W EXIST. 20" i e Z • = EXIST. TEE y BUTTERFLY a � > U .(/) VALVE -C � . 415 EXIST. 12" WATER W G 415 _ . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . . . _ _ _ : . _ _ _ W �- 12" GATE VALVE W T PATCH DETAIL \ V) a W NEW 12- D.I. z > • :� EXIST. VALVE� � m C7 � \ THRUST IN- CONSTRUCT 20-x20-xl2' \ - _ _ _ _ _ . . . . . . . _ . . . . . . . 410 BLOCKING TAPPING TEE ON 20" E Z r NOTES410 . . . . . _ . . . . . . . . _ . . . . . . . . . . . . . . . _ . . . . . . . _ . . . . . . . . . . . . .. - SS STUBS ARE STATIONED FROM NEAREST DOWNSTREAM MANHOLE. : V) N I m • W z CZ - LIMITS OF SAWCUTS ARE 2.5' ON EACH SIDE OF PIPE CENTERLINE : : \Flis� : z v PATCH TO KING COUNTY STANDARDS. \cQ ¢ Z 3 - MIN. 1' VERTICAL CLEARANCE BETWEEN UTILITIES. lm 0. - Vl . . . . . . . : . . . . . . . . . . . . . . . . . . : . . . . . . . : F . .� " : . . . . . . . : . . . . . . . : . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . : . . . . . . . . . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . �� � 405 WAl ERLINE CONNECTION Q Q 4os : I kf�fj �Z DETAIL a (. a O x NTS f I \ \ N7 z o CONSTRUCTION SEQUENCE \ % > . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . _ . . . . . . . . . . . . _ . . . . . . . _ _ . . . . . . . 1, SCHEDULE A PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN & KiNG COUNT �'' { ' 4®" a 400 2, CONSTRUCT SILT FENCES AND STRAW BALE SEDIMENT TRAPS WHERE SHOWN. /\ THE INSPECTOR MAY REQUIRE ADDITIONAL T.E.S.C. MEASURES. \ V) 'N 11 'a 'a o N> Y 3- CONSTRUCT WATER & SEWER11,11111 m m Z 4. CLEAN & REGRADE EXISTING DITCHES. I :Y m I Ul m N I : a z Q VI �. rt in vi in In to In_ 395 ~ o (1 Q� 5. STABILIZE DISTURBED AREAS IMMEDIATELY. 1 ,? w : • -E T. TEL/.PWR .. .� . . . . . . . . . . _ . . . . . . . . . . . . . _ . . . . . . . _ . . . . . _ . . . . . . . 6- REMOVE SILT FENCES AND OTHER T.E-S.C. MEASURES ONLY AFTER THE 395 I I V1 'A ¢ t I I / ( ROX.) V NVI NV N N n n ` SSMH y3 Z m W CONSTRUCTION DISTURBANCES HAVE STABILIZED AND THE DANGER OF m. - - -SEE sH1T.3 ° 3 H EROSION HAS PASSED AND REMOVAL HAS BEEN APPROVED BY p �- MINIMUM OVER, TYP. OVE EXIST. SSMH 514-2% _ Q 3 CITY OR COUNTY INSPECTOR. I E OVE \ - ECONNECT EXIS`. SS I EXI . 8" SS IPE S RACE WITH -TEE 82'�10" PVC SDR 21 O j J [ I I I 5 400'-10" PvC R 21 0 0 2s� J � J 390 . _ _ . _ . . . . . . . . 0 0.89% 9f dS t I 10' PvC Sbi2 •35 0D.'28%- ' 390 W w f EXIST- •SS 25'^•8" PVC ,. EXIST. 24" STORM 3 - NV=3 CF TO BE LOWERED389.0t W w LIJ- - - - - - . EXIST. 8" SEWER FORCE (MAIN 90 - � LOWER STORM FOR V MIN. A VERTICAL SEPARATION ID Q 3 6>t . REMOVE - - G S � GALVANIZED STEEL POST OR LAJ STA -8+48.4, 5.6' LT. EXIST. TO LIFT STATION STA -6+752, 4-0' RT. SSA -4+85 SOUTH. 5' LT. STA -O+BS, '$' L7. INSTALL AND CUSHION ALL IZEDOUG FIR .5 385 _ EXIST. SSMH 5W-11 EXIST. SSMH 1 -2 ••• MH#L TYPE III-ae' t3"1S SSMH#2, TYPE III-48' 5t3"Ib ' EXIST TEL 85 RIM - - - RIM = 397.73 RIM ELEV. = 41"Ir" (MATCH PAVING) 92. 37 IM ELEV. = 393,'4't (MATCH PAYING) (APPROX.)" • 3 BETWEEN SUTILITIES,HTYP. W ca W OR EQUAL = 4 INV. IN = 389.99,(N) g$j,g0 . EXIST GAS Z INV = i8G6(N) 387.$� INV = 388.63(N,&w) INV. IN = 38>Y7%- (N&w) 3� .Ip9 (APPROX.) INV = 387.-55(E) INV = 38&53(S) INV. OUT = 388.67 (S) 3g NV. OUT = 389.89 (S) 3$9,$� : W i- PROPEX SILTSTOP FILTER CAUTION: FABRIC OR EGUAL EXISTING 20" D.I. WATER Y I) s DATUM ELEV MAIN AT APPROX. ELEVATION Z 0° W LL z 380 00 - POTHOLE PRIOR TO 1-' 8 = LL. SEWER CONSTRUCTION L_ IN I'- z O 47 - o N v0 00 n .o < W ni m .o M o L-i m �a m rn m rn rn rn a, m m m Z J 11 O O O r.�j M M X cn M r7 r'1 M M M M In NEWLY GRADED OR 1 a � DISTURBED SIDE yl - -- F A C 0 0 2 4- 9 5 W Lj r SLOPE a -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 7 ; 0 �+ G 0. to 124th AVE. S.E. (SOUTH OF S.E. 304th ST.{ Record THESE PLANS ARE "APPROVED" FOR CONFORMANCE z WITH THE CITY OF AUBURN ENGINEERING DIVISION'S 1'-1 5" WASHED ROCK These drawings conform to tltc Contractor's construction records. REQUIREMENTS DATE 10/31�95 OR PEA GRAVEL SCALE: HORIZ. 1" = 50' JOB NO. 52-034 VERT. 1" = 5' By:��f� ��'✓ c�`f �L Date: APPROVED BY: 4 Titic/position: N� DRAWING N0 52-34C2 SILT FENCE DETAIL DTAE APPROVED: N.T.S. Confirmed by City Date: SHEET NOTE: PLANS ARE APPROVED FOR WATER 2 OF 3 & SEWER ONLY PF 34 3 z oL 3 Ct 7 D 1458 AVOID CUTTING UNDERGROUND � � .o � � co W UTILITY LINES. ITS COSTLY \ \ \ Q PORTIONS OF THE SW & SE 1/4, SEC. 4, T 21 N, R 5 E, AND o N N n Co Call NOTE: M bef�re you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY PORTIONS OF THE NW & NE 1/4 OF SEC . 9, T 21 N, R 5 E, W.M. Y 7 cr W x Cr V IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE F o EXIST, q EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- FIRE y(� HYDRANT •96 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN _ z z 0- 0- r fl l m HEREON. 0 -' V ~ n z M D 1-800-424-5555 -+ CALL BEFORE YOU DIG: 1-800-424-5555 V) ro UNDERGROUND SERVICE (USA) 0 510 20 _ CAUTION: ` �fTl = """" X r« 3 SCALE 1" = 50' Pa ri EXISTING 20- D.I. WATER 'f '"""1 �'� '' N z > t MAIN AT APPROX. ELEVATION ' o m N m m - POTHOLE PRIOR TO x t w In a cx-n 'v, -I t a tl 1 9 3 1 NSTRUCTION I _ q 3-01 I g13-03 19•�� �i13- 9 SEWER CO STA 1 +23. LT. x 5 Ii REGRADF DITCH AS REQ'D. $' ; '; ,; g13-01 IK•7< .I m J STA 7+97,-F9' LT. _ _ STA 11+97, liJ"LT. -i9 w Z m * • , •• Go 0 r SSMHy5 TYPE III-48" _ ;; ., SSMHp6 TYPE -48" 3• SSMHp7 TYPE I-48" w t, I ,�;'« ., ., STA 3+97, {4 LT. f 3 b _ =. ., �,�r z 0 z m 1 °' ! ;,,L_;,1-;' SSMH 4 TYPE 111-48" } ,�' RIM ELEV. = '399cd2 (MATCH PAVING)39�'? • r_ _ T RIM ELEV. = `49+r'1-J- (MATCH PAVING) RIM ELEV. = 408.9t•IrA` N ow p o I ,.I RO& CHEQR DAMS ' ' / _ INV. IN = 3G2.76. (N) 392 1S •- �_j•; INV. N = 3G&86 (N) 31br/( (MATCH PAVING)�upp,/I w F A # RIM ELEV. = 396..5t (MATCH PAVING) 3'6. ,,'`` -• O SSMH 2 m _,«- "' ® 25' SPACING TYP ,, ,, INV. IN = N ,«* INV. OUT = 392•B6 ( 312•� INV. OUT = 3<w-9s. (S)3 b p! INV. OUT = 400.1 S F zm z a . .:p.l i $' INV IN = 400.20 (E&N) w SEE SHEET 2 3 I 3y =r ., INV. OUT == •a9+-++( (s)391 4S 1 r.c_, . t1Dp•21 N o m m m L, 0 > v> SILT PENCE :2 d i 6 `4 10'-8" PVC 0 1.50% o - a < a W R ? I I I -590., ,_....,,.+ {� �A ✓` f B 4, «4 x w/END CAP o w w w O lvl t.r'+ N NV = 400.35 z 0 0 0 CONC SLAB ,' ��, EXIST. INV=388.58 r • 1.r' S{ " " Z o r r w/ TEL PED ,4 W INV=M6.96• ROCK CHECK DAMS IN - 'A x '`« "'' a 1x3x4 � ' 1 45'-8' PVC ® 0.40% m v v u DITCH ® 200' SPACING, "1 . ^ " � EXIST- `,A 24" P F - - - -{� - 26�0 - ` w m D: NEW Fop TEL VAULT` I EXIPt4 ADE TO 0.259 TYP. ° -- xi T EOP n _ w w w ^ •�• XI EXIST. GAS O O EXIST. GA �,•:- .- '�� 35 tA T 3 4 L L L a s Y 4 0 PVC SDR 35 �2. FOGLINE 3 'n Gv 400'^ 10 PVC SDR 21 o FDGUNE n 00'�1 ®�8% r N zo zo z PVC SD - - V 35 ® 0 89a• _ _ - - - - CL 4+0';� - r� - rD .f' 7+U0 _ 9_117h _ y 9�DU 4 i' i- 'I1+OD A 12+OD +OU o / Cw9 0 .. I .- ¢ > -' ® 0 287 F�-�-2 MAX DEFLECTIOI' 4- PER JOINT, TYP. ' to y 3 "' _ %CIx a ¢ I • -. , +- 1360'�12" D.I. CL 52 w 42"� MIN CO R W z w w F OGLINE .. .. --' -- ,. ;.. �� , . '- / VER _ EDP Y z _ EXI!- P ST 15`CM -•. _.w "ruw+'• .+.�.- . . 1 - ...._,.... ... r _. -...,EXOT C...... ........._anr.. -r-,.. - :,.,�..."..,.."....�. ..,,.,."_...:.......- r . CONC � d STA 13+70 W 30'�8" PVC SDR 21 'I h ROCK (NECK °M• r • DITCH �124th-., AVE. S.E. w STA 8+10 r 1-12' CAP P AS NEEDED > 12' R/W TO STUB w/END CAP I m r! 3 10'-15- CMP «•",�q I it 1-12" GATE VALVE (MJxMJ) BE DEDICATED ''' ' ' �" ''` ' ` r ` �' -'' 1-THRUST BLOCKING o r+ t. r: 1-BLCW OFF ASSEMBLY INV - 390.44 C xa �A ® 0.5% MIN. -. , •.«..-,- S7A 1+14 PER CITY OF AUBURN ER ® 0.40% I x 0 s STA 4+10 9�Fe4.ii.J.36r: REMOVE/REPLACE • N �/� sS S�I� STA 10+00, 32' RT. 1ON m EXIST. CB ri. l -' '� �9p..,. „Ci 3�' 1 1-12" GATE VALVE (MJxMJ) I - DRIVEWA`.' CULVERT y'2 Nb 1-FIRE HYDRANT ASSY " ' r` • ' �` �" r DETAIL (TEMPORARY) • Inr I I I I I •nr •• .. r. r+ 1-AIR RELIEF VALVE .1 INV=3r90.42 r w STA 6" PVC AS REQ'D, TYP. 0- I mid w/BOLLARDS PER STD. . . I •_ •_ .r . . 513-I1 C 41'�6" PVC SS STUB I PER STD. DTL. NO. W 6' L In 0 T 0 1% MIN. STA 4+00, 29' RT. '�' � STAKLE-D WAAR-1. P. STA-0+03.r5"LT. ➢ . , ; 1-FIRE HYDRANT ASSEMBLY w BOLLARDS OTE.• lIVAR.4ar TV QB TW SSMH 3 TYPE III-49" J .D ;'RIM=393.38 iN•Y-�' l'I'T / N 'Z Z 0 1 INV=389.58 (W 24") PER STD. DTL. NO. WAFH-2 UlAteR pA o,y-96 STA 13+08 o 0 RIM ELEV. = 3935t $ .3. v I INV=389.88 (S 12") I ;'•• , •- •• =. R/W R/W v' (MATCH PAVING) fee W _ 30' 30' 1-8" GATE VALVEMdxFL�FL N dy m INV. IN = 4004e- (N)3 0• Q'" INV=390.28 (N 15") ,, , �_ •;T LEGEND 1-12" GATE VALVE 5' S' 1-12" ADAPTER MJxFL ��,� Q I INV=39 R 2 (E 18") 1-PLUG MJ w/THRUST INV. IN = 399r3$ (E) 3 � f- NV. OUT = 3DB22 (S) m - LOWER 24" TO I �?IAl INV SW ��'„ w SW - ADD CB SECTIONS EXISTING PROPOSED TO EXIST. CB AS REQ'D. .5' CURB .5' CURB BLOCKING V/ `-( I MON IN CASE (MIC) H o WATER VALVE o `� 12' � 12' I 12' I 5' n I 1-20"x2O"x12" TAPPING TEE (FL) I IK LANE LANE 1 AN IK 1-12- GATE VALVE (FLxMJ) ❑CB CATCH BASIN FIRE HYDRANT 399 ENTRANCE TO THE RIDGE cv 1-THRUST BLOCKING FUTURE 124TH AVE SE SECTION AT WIILOW PARK n 04 I=jl m m -SEE DETAIL SHEET 2 © SSMH (S SSMH I CO 3 a m FIRE I vv�0 POWER POLE o WATER . . . . . . . . . . . . . . . . . . . . . . .q wVBOLIARDS HYDRANT . . . 398 a N X -7 O U R/W 124th AVE. S.E. R/W - W WATER VALVE �.., � 1 . . . . . . . . . 396 FIRE HYDRANT SEWER . . . . . . . . . . . I . . . . . . . . . .G ! . . . 397 W U R/w . . . . . . 124th AVE. S.E. R W Gv EXISTING GROUND I EX15T- 9A`AN > 0 x GAS VALVE fx 0 p AVING 395 - TELEPHONE LINE PAINT . . • EXIST. GROUND . gg � z Ex15T- E 5c -___-------- TELEPHONE LINE - FILL OVER a . . . . . . . . . . . PIPE. . . 395 0_ _ 1394 - - WATER LINE O 3f u d Oi SS LINE APPROX. LOCATION,O 42"MIN. W N . . . . . y( . . . . . . 393 . . . . . . .OF EXIST..GAS . . . . . . . . COVER, TYP. 394 a ji APPROX. LOCATION" I - - - - - - - GAS LINE SANITARY SEWER 10'-15- CMP 00.5% MIN. Z 1- OF EXIST. GAS I r raasll.r - - 10" PVC W �= _J W SS FORCE MAIN � . . . . . . I . . . . . . . . . . 393 415 w x W . . . .. . . . . . . . . . . . . . . . . . . . . . . 1'2' D.11 CL52 392 0 = SA TAR SEWER W/42" MIN. COVER °o° 14' 3 Z <W . . . . . . . . . . . . . 391 392 �Y SSMH #4 13' o a a O W 410 . . . . . . . .. . . . . . . 390 . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . 391 10 i a z oc1 F Oi x w - 4 v~i rw- w L7 o Ci 3 w t SECTION A-A = SECTION B-B t o STA 1 + 1 S r STA 4+ 00 0. NN 4' MAX. DEFLECTION IN HORIZ. 1" = 20' < . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . HORIZ. 1" = 20' . . . . . . . . . . . . . . . .. / 0. D.f. JOINTS-'ADD'BENDS TO SCALE: o " " " SCALE- i/D5 ov z 12" WATER AS REO'D. FOR VERT. 1' = 2' +� VERT. 1" = 2' o+ z a 42" COVER &•1' SEPARATION o z X FROM STORM,•PROVIDE > *� r u a 0 MEGALUGS & SHACKLES w �,,, z F < > I a � h 00� 3 400 = u r4 > . . . . . . . . ' aD . . . . . z. . . . . . . . . ' 40 35 o. .. >. . .. w . . . . . . . . . . . . . - T_' _- tom ' `,1 , P Lm H _ a� �� /J Ng ,jr, " < V) - 0 z. Y a EXIST. STORM <c� o w 00 -- MIN. 1' VERTICAL CLEARAN j o m w <N �- �7 BETWEEN UTILITIES, TYP_ pVC SDR 35 ® O.A6'y .svo/ ~ o � x Y 400-1C Z LA 395 snw. . . . .. . . . . _ _. -r. . . . . . . .. . .. . .. _. . .. . .. 395 W. . . •400'-10" PVC SDR 35 0 0,287. � 3 W 400'^10" PVC SDR 21 ® 0-287 �l 0 W -J 82'-10" PVC 1 . . . . . . . . . . . . . . . . .. . . . . . . $ . RIM ENEY. = 41 4,8" AI OPAVING .R MM ELEV YP +CCb+Jf (MATCH PAVNG)40B•�I W 13 0^72 D.I. CL5 w 42 MIN. COVER J ;. . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . .. . . . . .. . IN I I. V T - 2 J `,�' 3 t a9&66-(N) IN .� OU • - •49&iG (S) � w SEWER ?� ,' EXIST. 24" STORM . . INV. OUT = 'T9'f96 (S)391p.�) ,INv. IN 499x�0 (E&N) 5(00 .If W )crST. ' BE LOWERED .5' MIN. CLEARANCE INV=390.33 O MAX 4' DEFLECTION r INV=389.Ot. 1�!•7 BETWEEN WATER & SS 1- XIST 8 R�E�IAIN _ ' PER JOINT. TYP. Q Q , LOWER STORM FOR. -STA 3+97, fi4 ,LT. SERVICE, TYP.; / o 1' MIN. VERTICAL •SSMH#3, TYPE Ill-48" qlb-O[ 14•� # SEPARATION / 'RIM ELEV. 396r5t (MATCH PAVING) 3,10•%D •STA 7+97, fig' LT. W W 3 CAUTION: 38 . . . . . . . . . . . b.�{ . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . INV. IN = , W -(N(• 3q!'. SS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SSMH 5 TYPE III-48" 91� 02 Op :. . . . . 385 Z A STA -0+03, •5° LT ,513_11 'INV. OUT - 39 44• S) M1.t{S RIM ELEV. =•�lT� (MATCH PAVING) 396l(P "-'t n ( W EXISTING 20" D.I. WATER SSMH#3, -TYPE III-48' INV. IN = 398.76 (N) 3g3L .lrj LtJ MAIN AT APPROX. ELEVATION RIM ELEV' = 393.5.E (MATCH PAVING) 3y3•77 NV. OUT = �94�6 (S) 392 •fo5 L1R w - POTHOLE PRIOR TO INV. IN =' 498-34 E) 390.35 Y w INV. O = AQQ-69 N) 3g0.35 Z W Li SEWER CONSTRUCTION INV our'= 9ler22•(s) p,�y- ..., s 2 LL. DATUM FLEV Lw N I-- Z O W IM ID OI N IO a0 Z 0 7 r` O M n O N .D OI M O m M ~j ri a a vi ,ri vi In n m n w am rn rn rn rn rn rn rn m rn o 0 o No g F A 0 0 2 4- 9 5 ' a M I'1 M M r'1 M M 0) In M X(, M M M n M r•1 M Y C Y a a t- U 4 L 6 WLi T-' z O W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 > 0:! w THESE PLANS ARE "APPROVED" FOR CONFORMANCE Record Drawing Certification WITH THE CITY OF AUBURN ENGINEERING DIVISION'S NOTES 12 4 t h AVE. S.E. (NORTH OF S.E. 3 0 4 t h S T.) These drawings conform to the Contractor's construction records. REQUIREMENTS - SS STUBS ARE STATIONED FROM NEAREST DOWNSTREAM MANHOLE. DATE 10/31/95 - LIMITS OF SAWCUTS ARE 2.5' ON EACH SIDE OF PIPE CENTERLINE _ PATCH TO KING COUNTY STANDARDS. - MIN. 1' VERTICAL CLEARANCE BETWEEN UTILITIES. SCALE: HORIZ. 1" = 50' 13 • JOB N0. 52-034 VERT. 1" = 5' Y / Dale: APPROVED BY: - TiUc/position: DTAE APPROVED: Leh DRAWING N0. 52-34C3 Confirmed by City Date: SHEET NOTE: PLANS ARE APPROVED FOR WATER ]1 & SEWER ONLY. OF 3 - 9 7 01455