Loading...
HomeMy WebLinkAboutzS-3383Setf I cnU Ill ti I: � I II - B RIM 20.34 V• IEI E INE II r if i I pA I I I m - �I I '� GRAPHIC SCALE CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. « FM) ITY OF RENTON, KING COUNTY WA,5HINGTON , 1 inch = 40 ft / 0 1 °' WETLAND ..A.. - - q SE' IIMAR E. rqo �� ,`ti s #'1233_ n - - -� Z J e,' 4 �,hb "E�HB1.E �� - _ - - - - - � - --- S SSE' TOE �� - _ D \ -Y--- QO` -- - -- = -;S' - - ._-- - - -•�u `_�_ _- -_.._.\ . _ - -_ e._.- _�-_._ v� TOF -' h4 LOCATIO. _ T r T v - h J- E =C - �P ode= �surrED; J N RAIN GARDEN � +v[7TL,AND "A" - - 13.1a \ � - �1 �NORTH BIOSWALE. : i o' BUFFER 00.x_- __�C°,i� D D W DIET T10111; POND: CAP t; j } °' ? v / LS ,#'22333 SET REBAR D _ D D D D / W / �- I fit' 0: ,.� W ' LS ,22335 I I `o ]012 P IVAIE LLF 8' PVC ®0.50% w ° g� �. q I / j 11, II �^• - M GENERAL NOTES o' �I � 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT i I i ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. 1 jr- - _ 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. ti 2 4 PRIVATE SSMH �. \ � / oy� • � �� I ,.,��b , I I� � a 3. PROVIDE 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. _ C5.1 ° 1 5' ti 4. PROVIDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES. ) IN)= 1243 (8' PVC) °�� IE OUT)= 1233 (8' PVC) + + 1 • I PROPOSED BUILDING 'B' ti / \ �' / 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL PRIVATE SSMH 2 2 4 \ 1 SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. Rim 4.32 C5. C5.T ® I i FF ■ 26.46 IE(IN)= 11.60 (B' PVC APPP,OXI N I +I'. 6. AS -BUILT DRAWINGS (S -1997, S -229, 13 2 -4) PROVIDED BY CITY OF RENTON SHOW rJ(ISTING 8' SANITARY IE(OUT)= 11.50 (8' PVC) °+ I / Q? #11 (i RtT` -p)I I °7(�b / I LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND SEo^SHEET C5■1ry °EOR PROFILES �� 61 I ±A INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. PRVATE SS) 2 4 - �� ` a to a _ RIM =23.87 C5.1 ti �' 1 f ` e II \ ` % h /It v�II I 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12' PETROLEUM IE(IN)= 11.3 (8' PVC o h zs` B IFF- - / (I ) a ?' m / \ I - h Il fA` ll f r I LINE. POTHOUNG SHALL BE CONDUCTED WITH A REPRENSDTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT IE(OUT)= 11.2± (8' PVC - -/ O 1�y I V III HOLLY WIWAMSON (425) 235 -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS w" ®20.57 II o. I_ ,I �y , .. f TO SCHEDULE POTHOLING, SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. °� I Psi n ae P VATS SSCO 2 �+ PRIVATE SSCO 1 ^IIi�I�I S j 'J,!' II ti 20.27> m RIM =24.97 �.1 RIM =24.35 C5.1 I I I 1 y II of B. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFlCA710NS. / C5.1 PRIVATE SSCO a ® IE =21:05 KIM=278 _ ',j / I /(- ! RIM 2102 n ,l 9. PROVIDE PIPE ANCHORING AT SIDE SEWERS PER CITY OF RENTON REQUIREMENTS. /) IE =20.27 D D`L° D D -p p 0 D PRIVATE r I I I 7jl•�jI / II/ I) , I I I I� I IA t 16 +00 39LF 6' PVC PROPOSED BUILDING D Y •1 r I i ` . PRIVA 1015 +00 S ~ ¢ I 1017 +00 + 101 +00 p. + 34LF 6- PVC PRIVATE.178LF 8' PVC ®0.50% TVA 6' POL 2$ S ®22 %1079 0 � 2� I t I ICi/ e PRIVATE 10OLF ' PVC ® 22% S \ ■ I /F�L I' I I I 1 d"I PROPOSED BUU.MG'A't PRIV. SSMH > f ■ RIM =24.36 k' N PRIVATE SSMH 2 4 PRIVATE SSCO ° Do FF 26 26 IE(IN)= 13.64 (6' PVC) 2 4 > NN RIM 24 55 C5.1 C5.1 t 6` RIM =24:26 @R�V�TL�SSCO G C5.1 I s n[� "B" - J i I li IE(IN)= 13.47 (8' PVC) C5.1 C51 a y IE(iN) 14' 6 PVC) IE =1899 IE =19.87 \ ° III I I IE(OUT)= 13.37 (8' PVC) IE(OUT)= 36 (B' PVC) \ o? I I) � // a 1 \ n9�g o Iyo W ryo I ! j. � I ti / I I aljllll. �II;f t; II� Sa PRIVATE RIM =25 09 Cb.1 IE =20.71 °pL p;fLAND I Ih1111 III I I' \ +� PROPOSED BUILDMG' V ' ; EGOR I ))I it I11`II !III II I�I /l541I / I I I I I FF ■2626 1 � - . , .` tio• ��( 4! III I I I.¢ry' 1 � I I I °o I a o _ DD + D cL 1�- - D D D V D - -�+ I I II I I I 1 ' I � J oil , ! - _I • j III 1 s"BUFFE - -/ - - - -J! - - - -,K- ti I a• / < ° I / I III I 1 R I I I I I I I lti do ��_ - -i / -- W - - -W - - -_ W -- - - -W L 70' ll i!LIiY EISE E. I-�O �'- AF 05)11 34 + 25 B FF / I 6`E M1 T R ) -:-- - -` NORTH 'DG -7F- W TL Nn B -100 SET . ^" / o H! a R MARK Tca a - _ _ _ °_ �� roa - - _ _ °'TOE g TOP - - a- _ -- T /- 4 %/37 9 r i(�??a q /�� /. f ��_ ! l 1 i 1 Lr (} _ l _ l% ('y V I! 1, ?Ill 1 1J- of _ L $ _ - <N - 8 _ _ ; �F I 1 !60 ".� R)� x$.07 ��5� 0 S`PWR 2 .;3 �'1 60' W (R), -�- .• h ! _. s'LLL- i- V- Ii- I- j`t-Rt' .. C .'1 .�� /H PWR 1 .A ?� _ 3 %1f3! i p ! n° • i I ONNECT(TO OF PVC II �■F��,�aK.,. ne -amo.o ara nx ra F«.rascraunaoa om�■n,u rrw,�sEtauSG r m CEDAR RIVER CORPORATE PARK SEWER PLAN FOR APPROVAL DAYS BEFORE YOU DI �OWER C5.0 � 16 x'24 THESE DRAWINGS ARE NOT TO BE BY � X �mARKER ���� VERTICAL DATUM INAVD 881 S --- BY 1_800_424_5555 �y h 0 SIGNED BY THE REVIEWING AGENCY N I � � 0 1' UTILII ; t V AFT• 7905 )11 LL � EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84; SEE SHEET C0.0. MH ®�® a ti' o w Q BRH CTH I I II h I °� Q��P•�; o ° o - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ■ is "W'""°° d�V�l cc W t 8 ® o V s > Cc TACOMA . SEATTLE ,I _ BEE O64R °NEWCX M NLL SIE DATUM Planning /Building /Public Works Dept. PER RECORD OF SURVEY RECORDING N0. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH DING 58" WEST; SEE SHEET C0.0. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 .1 0 U REVISION BY DATE APPIR - _ - I cnU Ill ti I: � I II - B RIM 20.34 V• IEI E INE II r if i I pA I I I m - �I I '� GRAPHIC SCALE CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. « FM) ITY OF RENTON, KING COUNTY WA,5HINGTON , 1 inch = 40 ft / 0 1 °' WETLAND ..A.. - - q SE' IIMAR E. rqo �� ,`ti s #'1233_ n - - -� Z J e,' 4 �,hb "E�HB1.E �� - _ - - - - - � - --- S SSE' TOE �� - _ D \ -Y--- QO` -- - -- = -;S' - - ._-- - - -•�u `_�_ _- -_.._.\ . _ - -_ e._.- _�-_._ v� TOF -' h4 LOCATIO. _ T r T v - h J- E =C - �P ode= �surrED; J N RAIN GARDEN � +v[7TL,AND "A" - - 13.1a \ � - �1 �NORTH BIOSWALE. : i o' BUFFER 00.x_- __�C°,i� D D W DIET T10111; POND: CAP t; j } °' ? v / LS ,#'22333 SET REBAR D _ D D D D / W / �- I fit' 0: ,.� W ' LS ,22335 I I `o ]012 P IVAIE LLF 8' PVC ®0.50% w ° g� �. q I / j 11, II �^• - M GENERAL NOTES o' �I � 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT i I i ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. 1 jr- - _ 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. ti 2 4 PRIVATE SSMH �. \ � / oy� • � �� I ,.,��b , I I� � a 3. PROVIDE 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. _ C5.1 ° 1 5' ti 4. PROVIDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES. ) IN)= 1243 (8' PVC) °�� IE OUT)= 1233 (8' PVC) + + 1 • I PROPOSED BUILDING 'B' ti / \ �' / 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL PRIVATE SSMH 2 2 4 \ 1 SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. Rim 4.32 C5. C5.T ® I i FF ■ 26.46 IE(IN)= 11.60 (B' PVC APPP,OXI N I +I'. 6. AS -BUILT DRAWINGS (S -1997, S -229, 13 2 -4) PROVIDED BY CITY OF RENTON SHOW rJ(ISTING 8' SANITARY IE(OUT)= 11.50 (8' PVC) °+ I / Q? #11 (i RtT` -p)I I °7(�b / I LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND SEo^SHEET C5■1ry °EOR PROFILES �� 61 I ±A INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. PRVATE SS) 2 4 - �� ` a to a _ RIM =23.87 C5.1 ti �' 1 f ` e II \ ` % h /It v�II I 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12' PETROLEUM IE(IN)= 11.3 (8' PVC o h zs` B IFF- - / (I ) a ?' m / \ I - h Il fA` ll f r I LINE. POTHOUNG SHALL BE CONDUCTED WITH A REPRENSDTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT IE(OUT)= 11.2± (8' PVC - -/ O 1�y I V III HOLLY WIWAMSON (425) 235 -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS w" ®20.57 II o. I_ ,I �y , .. f TO SCHEDULE POTHOLING, SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. °� I Psi n ae P VATS SSCO 2 �+ PRIVATE SSCO 1 ^IIi�I�I S j 'J,!' II ti 20.27> m RIM =24.97 �.1 RIM =24.35 C5.1 I I I 1 y II of B. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFlCA710NS. / C5.1 PRIVATE SSCO a ® IE =21:05 KIM=278 _ ',j / I /(- ! RIM 2102 n ,l 9. PROVIDE PIPE ANCHORING AT SIDE SEWERS PER CITY OF RENTON REQUIREMENTS. /) IE =20.27 D D`L° D D -p p 0 D PRIVATE r I I I 7jl•�jI / II/ I) , I I I I� I IA t 16 +00 39LF 6' PVC PROPOSED BUILDING D Y •1 r I i ` . PRIVA 1015 +00 S ~ ¢ I 1017 +00 + 101 +00 p. + 34LF 6- PVC PRIVATE.178LF 8' PVC ®0.50% TVA 6' POL 2$ S ®22 %1079 0 � 2� I t I ICi/ e PRIVATE 10OLF ' PVC ® 22% S \ ■ I /F�L I' I I I 1 d"I PROPOSED BUU.MG'A't PRIV. SSMH > f ■ RIM =24.36 k' N PRIVATE SSMH 2 4 PRIVATE SSCO ° Do FF 26 26 IE(IN)= 13.64 (6' PVC) 2 4 > NN RIM 24 55 C5.1 C5.1 t 6` RIM =24:26 @R�V�TL�SSCO G C5.1 I s n[� "B" - J i I li IE(IN)= 13.47 (8' PVC) C5.1 C51 a y IE(iN) 14' 6 PVC) IE =1899 IE =19.87 \ ° III I I IE(OUT)= 13.37 (8' PVC) IE(OUT)= 36 (B' PVC) \ o? I I) � // a 1 \ n9�g o Iyo W ryo I ! j. � I ti / I I aljllll. �II;f t; II� Sa PRIVATE RIM =25 09 Cb.1 IE =20.71 °pL p;fLAND I Ih1111 III I I' \ +� PROPOSED BUILDMG' V ' ; EGOR I ))I it I11`II !III II I�I /l541I / I I I I I FF ■2626 1 � - . , .` tio• ��( 4! III I I I.¢ry' 1 � I I I °o I a o _ DD + D cL 1�- - D D D V D - -�+ I I II I I I 1 ' I � J oil , ! - _I • j III 1 s"BUFFE - -/ - - - -J! - - - -,K- ti I a• / < ° I / I III I 1 R I I I I I I I lti do ��_ - -i / -- W - - -W - - -_ W -- - - -W L 70' ll i!LIiY EISE E. I-�O �'- AF 05)11 34 + 25 B FF / I 6`E M1 T R ) -:-- - -` NORTH 'DG -7F- W TL Nn B -100 SET . ^" / o H! a R MARK Tca a - _ _ _ °_ �� roa - - _ _ °'TOE g TOP - - a- _ -- T /- 4 %/37 9 r i(�??a q /�� /. f ��_ ! l 1 i 1 Lr (} _ l _ l% ('y V I! 1, ?Ill 1 1J- of _ L $ _ - <N - 8 _ _ ; �F I 1 !60 ".� R)� x$.07 ��5� 0 S`PWR 2 .;3 �'1 60' W (R), -�- .• h ! _. s'LLL- i- V- Ii- I- j`t-Rt' .. C .'1 .�� /H PWR 1 .A ?� _ 3 %1f3! ROLL 2�,Ofi CHECKED FOR COMPLIANCE TO CITY STANDARDS OF DATE uu�Keiin DATE �■F��,�aK.,. ne -amo.o ara nx ra F«.rascraunaoa om�■n,u rrw,�sEtauSG RECOMMENDED CALL TWO BUSINES: CEDAR RIVER CORPORATE PARK SEWER PLAN FOR APPROVAL DAYS BEFORE YOU DI C5.0 � 16 x'24 THESE DRAWINGS ARE NOT TO BE BY VERTICAL DATUM INAVD 881 S USED FOR CONSTRUCTION UNLESS BY 1_800_424_5555 Qw, SIGNED BY THE REVIEWING AGENCY CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET a aandrear BY EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84; SEE SHEET C0.0. N ryes BRH CTH " =40' �■n ""w 1° f :: >s CITY OF - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ■ is "W'""°° rtENT ®1`I HORIZONTAL DATUM TACOMA . SEATTLE BEE O64R °NEWCX M NLL SIE DATUM Planning /Building /Public Works Dept. PER RECORD OF SURVEY RECORDING N0. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH DING 58" WEST; SEE SHEET C0.0. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 .1 NO. REVISION BY DATE APPIR - _ - F NJf pE R,GI 1C01mNd'Y ROLL 2�,Ofi CHECKED FOR COMPLIANCE TO CITY STANDARDS OF DATE uu�Keiin DATE �■F��,�aK.,. ne -amo.o ara nx ra F«.rascraunaoa om�■n,u rrw,�sEtauSG DATE+ a 06 /05 /07 CEDAR RIVER CORPORATE PARK SEWER PLAN C5.0 � 16 x'24 M5-93M[ GOAHM JUN 2 2 2001 '4 1111 CI m b � I 0 oN 0J m 1 w I Y cc Q 11 fr O IIr w cc LLI U 7 31 21 21 1 11 I CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING; COUNTY, WASHINGTON - I HORIZONTAL 6" SIDE OUTLET TEE 8'SWER *EX SOVCWafDI,IRddrs 2- (�1�1� 2 CL OF P PE LadBceAdde& 8° ATE 1y0 _ CR1 91 13_ 22.43 -6_W 8' €=19 CR= 13.13 1- 12 STORM 1[-- - 14- 21.10 NOTE: UNLESS OTHERWISE SHOWN. ON PLAN, SIDE SEWER SHALL HAVE T. 'I's ., TO BE 3/4' 0 OEPORMED "A GALVANIZED SAFETY STEFS OR EWAL ` 2:. STEPS. ARE TO BE IN PLACE BEFORE MANHOLE SECRWS ARE INSTALLED. 1 ": CASRNG TO BE PER DRAW..NO BR29. 4. MANHOLE, SECTIONS TO. BE OF mm"BACEO PRECAST CONCRETE S AL4:" NTS SHALL BE.ORWTED. - 6„ SANITARY SEYIER MANHOLES SHALL HAVE ALL INTERIM SURFACES, IHCLUgNC CHANNELING COATED (SEALED) WTM A.HIM SDUDS URETHANE WARNG`. WASSEN MC- AROSNIEID OR 6' T E_ 2 APPNOVE9 EWAL• COL. OF COATING SHALL BE M. 7. RUBBER OASItCM MNTS SHALL BE IN WNFMNANM MTM.AST4 O-H3 8.. CHANNEL HEIGHT SHALL BE A MINIMUM W 3/4 ME INSIDE DIANEIER OF ME LARGEST PIPE. SANITARY MANHOLE SHALL BE MME USN- -PK ABAPTM- KOR -N -SEAL BOOTS M 1. ALL COVERS,SHALL , - MG Na AS.S ((LOq E 2 FRAME ANO GOwt S'A 9E A;W 6,71d4T ASSEMBLY. 9. CWNECDONS M AAN APPROVED EOVAL TYPICAL DETAIL 10, M Hn ce EWAL TO ANO GREATER MAN 20 FEET ➢EER SHALL HAVE A'BUREIRACK" COMBING 12�J0 M-IE= 20147 RIV SSCO STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED OF R6N}BN •�aJ� - -CR =- BURIED - �ANOMO PLANS "J' -P -O �, DWG NAME: 8074 SP PAGE: 8074 P8i 7 �� "` DWG. NAME: 80711 SP PAGE: 8078 B 7 DATE "'R SIGN a APPR DWG. NAME: 8071 SP PACE: MANHOLE FRAME OVER 2 SCALE 3 SIDE SEWER -0508 _ NOT TO PRIVA RIM= IE =20.71 16 �sT sg� 6 �0 -- _ RRM SSCO M= IF .99- eLIE I - II 73fL -tb(Fs I -B' EXISTINGSMH RIM= 21.7.6 �EHEV= x-13 -5- -- -- CONNECT �RIVATE VC -- - - EXISTING _ P i VATE 4f- SkRM -4E- .... } PRIV - I 146 7 8 PVC 10 0.508 PRIVA 18 8' PVC 6' 00.50% STORM IE= x216 -PRIVATE pSSCO {g g '- MATCH D0S11NG " STUB �� PI UT)= i I P IVATE SSMFI Rlpl =24.32 1 - 1E {1N)=--1t6Di,"(i`7 EtplL>)- ,_11,50_(8 pyA1 ATE SSM _ N11� . 21 1 C5.1 C5.li 11. °(8" P + PRO PRIVATE 1 R I DE 2' MIN SSfAH M =24.26 ' 1N) - "(B - - 5506.78 C5.1 SEPERATION BETWEE4 AG -- IC5.1 6" I PRI I IE =2 PRIVATE 3 PVC 0191% ATE .27 PI PVC PVC) . • FRIVA IM IE IN� N-_53 5.09 C5• I % PVC 6' PVC) _ 3 5° � _ - 1 RIM =2.26- .,1 -E -1 - IM =24.97 = _ IE IN IF(IN)- =532 E- 5274 13.64 6° 13.47 (81 nA � 465 -1 14.53 ''" 5.117 6 VG ® =1 SANITARYy SEWER SIIUB. ENERAL- -NOTES SEE -AND-7.- N_ ' �' 2 -- --AN , U11LI IN IIES AND SOWER It OI 'E�W1P AN FIBER OF OP ®SEO- 5C LINES - _ 68 2 1 C5.1 _ N W Q N ca N N N N O N N O N O N N N MN N N °N 7 N a N N � N p 1:2 nN 4 N Uo7 ^ N V ^ N o ,n a N N ,D µ VN ' N g Obi V: ,�j NN,7 g � NO N N � µ' MO� N N � 'O?M N N � � N N ,(•? � �OO � N N N 1010 +00 1010+50 1011 +00 1011 +50 1012 +00 1012 +50 1013+00 1013 +50 10141-UU 1U14+00 lUIO +UU 1U10 +0U IUw +UU IUIo+OU IVIJ+W IulYrou IVl UU I—,-.+M -.1- GENERAL NOTES 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES: CONTACT ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. f0 2 PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 3. PROVDE 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY ONES. 15 4. PROVDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES !0 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER UNES AND 5' HORIZONTAL SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. 5 6. AS -BUILT DRAWINGS PROVIDED BY CITY OF RENTON SHOW EXISTING 8' SANITARY LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. 0 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12" PETROLEUM LINE. POTHOLING SHALL BE CONDUCTED WITH A REPRENSENAVE OF OLYMPIC PIPELINE PRESENT. CONTACT i HOLLY WIWAMSON (425) 235 -7736, OLYMPIC PIPEUNE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS TO SCHEDULE POTHOUNG. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. 8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS. -5 r JEANWT MNG.AND CGVER SHAUl BE EAST JMBAN IRON NORKS, ING 6 INCH CLEANOUT Nn ]071. CLEAN BUT SHALL BE A WATER VMT ASSEMBLY, 2. IN UFRMPRDVEO AREAS, PWR A T' -0' MACK. 2'- B'SWARE COASPHALT ROADWAYS. ]WD, PM RE ANG THE PoNO ANB WVER.- ]. M ASPHALT ARWNO DRAWL RIM ANO ADOPTED COVER AS REWi1tE0 BY STANDARD DETAIL ORAVANC.BRJB _S CRY OR AENTON I-° 91'ANDI101 PTAN9 vRr wTa:04 /w .� 6LEANOUT NOT TO SCALE MANHOLE. FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONt RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX., PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. U p aie __T I HORIZONTAL 6" SIDE OUTLET TEE SANITARY MANHOLE TYPICAL DETAIL SOVCWafDI,IRddrs /jj 6" MIN. SEWER MAIN LSEWER MAIN NOT TO SCALE LadBceAdde& CONCRETE BLOCKING ANGLE. TYPICAL SIDE SEWER ELEVATION 1 48" MH I I 6" MIN. I 5 "MIN 124- MIN; 21" I.D. - ' - _ OF TEE AT MAIN OVEN '25 ELEVATION- S4" MH 54" 8" MIN. 5.5" MIN. 24' MIN. - 24" I.D. -�80. MH 60" 8" MIN.. 6" MIN. NOTE: UNLESS OTHERWISE SHOWN. ON PLAN, SIDE SEWER SHALL HAVE T. 'I's ., TO BE 3/4' 0 OEPORMED "A GALVANIZED SAFETY STEFS OR EWAL ` 2:. STEPS. ARE TO BE IN PLACE BEFORE MANHOLE SECRWS ARE INSTALLED. 1 ": CASRNG TO BE PER DRAW..NO BR29. 4. MANHOLE, SECTIONS TO. BE OF mm"BACEO PRECAST CONCRETE S AL4:" NTS SHALL BE.ORWTED. - 6„ SANITARY SEYIER MANHOLES SHALL HAVE ALL INTERIM SURFACES, IHCLUgNC CHANNELING COATED (SEALED) WTM A.HIM SDUDS URETHANE WARNG`. WASSEN MC- AROSNIEID OR No= MANHOLE DE EDCI{MO ":LO PER EAST JatOAN IRON WORKS: FRAME AND COVER TA A MINIMUM 25' COVER AT. PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. APPNOVE9 EWAL• COL. OF COATING SHALL BE M. 7. RUBBER OASItCM MNTS SHALL BE IN WNFMNANM MTM.AST4 O-H3 8.. CHANNEL HEIGHT SHALL BE A MINIMUM W 3/4 ME INSIDE DIANEIER OF ME LARGEST PIPE. SANITARY MANHOLE SHALL BE MME USN- -PK ABAPTM- KOR -N -SEAL BOOTS M 1. ALL COVERS,SHALL , - MG Na AS.S ((LOq E 2 FRAME ANO GOwt S'A 9E A;W 6,71d4T ASSEMBLY. 9. CWNECDONS M AAN APPROVED EOVAL TYPICAL DETAIL 10, M Hn ce EWAL TO ANO GREATER MAN 20 FEET ➢EER SHALL HAVE A'BUREIRACK" COMBING PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW x uSE PRAME'. ANT, Cowl FON Slaw (5PWrY - 'BANM aR WNER). ADOPI�D , 4ANITARY (SPEdFY sExPn'). DR WATER (BPEaPY "WATER). ` . .max or RExrox BTANDAFD I'IANR /IB RMO,M Wad M4A ➢LV MGR- TST DATE: 04/04 STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED OF R6N}BN •�aJ� D FALL PAOY�CTM s15TEM IxsTALLLD. ADOPTED •!E}�� CR( OI R@RON m• _ 9TANOARO PLVi9 , I.R ➢AR:Oi /w Q. MCCQ oBj1P AaMSdd W DMOE . OMC 7 96d no °° 'wAy -� �ANOMO PLANS "J' " �, DWG NAME: 8074 SP PAGE: 8074 P8i 7 �� "` DWG. NAME: 80711 SP PAGE: 8078 B 7 DATE "'R SIGN a APPR DWG. NAME: 8071 SP PACE: MANHOLE FRAME OVER 2 SCALE 3 SIDE SEWER SANITARY SEWER MANHOLE NOT TO NOT TO SCALE NOT TO SCALE �sT sg� 6 �0 VERTICAL DATUM INAVD 881 om 54*502 SOVCWafDI,IRddrs CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET LadBceAdde& EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN C.- dyft -IR OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84, SEE SHEET C0.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' L ds-y. HORIZONTAL DATUM N*b. PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA 30 ,T A T T 98 E 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.O. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION ROLL 2,V.Aa RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE I 6 /4 /ma FOR APPROVAL TO CITY STANDARDS REUSE Dr DoaAIEIGS DAYS BEFORE YOU DIG &SBOOIB WS®90 ®B[ROR LLYN THESE DRAWINGS ARE NOT TO BE BY DATE USED FOR CONSTRUCTION UNLESS BY 1 _ g 0 0 _ 42 4_ 55 5J 5 DATE ' S M 6R ffi M 31GNED BY THE REVIEWING AGENCY BY �, __ DACEY; ""YefeRH B ORZ. 1 ^ =40' NURIbMIN.•FYADD19T6 HN, CEDAR RIVER CORPORATE PARK 06/05/07 DESIMM VERT. 1"=10' • CITY OF CTH =� BEE RENTON P oRMnx �oxE Mlil DATUM aRAI�G � gFd1OR ArFM� use I Planning /Building /Public Works Dept. SEWER PROFILE, C5.1 FNTI APPS APPR " Y NOTES AND DETAILS 17 ­24 M5- 33M'-? SCANNED JUN282wo 0 a m o � J W W W 7 IL Y CL E1 CC O U Ir w cc Q W U CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OLYMPIC PIPELINE GENERAL CONST. & RIGHT OF MAY REQUIREMENTS CITY OF RENTON, KING COUNTY, WASHINGTON OLYMPIC PIPE LINE COMPANY COPLC'), WHICH IS OPERATED BY BP PIPELINES (NORTH AMERICA) INC. ('BP'), IS COMMITTED TO ENVIRONMENTAL STEWARDSHIP AND MAINTAINING THE SAFETY OF ITS EMPLOYEES, HOWEVER, CONTRACTORS PORCD EUt AND N SAFELY EJ IH W SEWER NOTES & SPECIFICATIONS "� AS AN HAZARDS SOATED NTH CONSTRUCTION OR EXAVATION WORK AROU PIPISAS A RESULT OFTHESE POTENOAZAR AND I COMPLIANCE WITH THREQUIREMENTS IMPOSED UPON C ELN SANITARY INDUSTRY REGULATED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND OFFICE OF PIPELINE SAFETY, THE FOLLOWING LIST OF GENERAL REQUIREMENTS FOR WORKING ON THE PIPELINE RIGHTS -OF -WAY HAS BEEN 1. ALL `WORK "MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF COMPILED. RENTON`UTIUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND GENERAL SAFETY REQUIREMENTS SPECIRCATIONS • WASHINGTON ONE —CALL AT 1- 800 - 424 -5555 OR OREGON ONE —CALL AT 1- 800 -332 -2344 MUST BE CONTACTED AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE ANY CONSTRUCTION AND OR EXCAVATION 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC ACTIVITIES ARE INITIATED WITHIN THE PIPEUNE RIGHT OF WAY SO THAT OPLC MAY HAVE A REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE (THERE IS NO COST TO WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, THE THIRD PARTY CONTRACTOR TO USE THE ONE —CALL NOTIFICATION SERVICE HOWEVER, FAILURE TO UTILIZE THE ONE —CALL SERVICE CAN BE QUITE COSTLY IN TERMS OF UNNECESSARY RISK FOR THE LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. CONTRACTOR/EXCAVATOR, THEIR EMPLOYEES, INNOCENT BYSTANDERS, PERSONAL PROPERTY OF OTHER AND THE ENVIRONMENT, AS WELL AS POTENTIAL CIVIL PENALTIES AND /OR FINES.) 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S • TO HAVE THE PIPELINE PHYSICALLY LOCATED AND DEPTH VERIFIED, PLEASE CALL OPLCS FIELD PROJECT OFFICE AT (425) 235 -7767 OR THE DAMAGE PREVENTION OFFICE AT (425) 981 -2517. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE • OPLC REQUIRES A REPRESENTATIVEANSPECTOR ON SITE WHEN ANY WORK IS BEING PERFORMED WITHIN TEN FEET (10') OF THE PIPEUNE(S) OR IF THE REACH OF MECHANIZED EQUIPMENT IS CAPABLE OF 4, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND EXTENDING WITHIN TEN FEET (16) OF THE PIPEUNE(S). FORTY —EIGHT (48) HOURS PRIOR NOTICE TO OPLC IS HIGHLY RECOMMENDED FOR ANY WORK. NOTICE TO OPLC DOES NOT RELIEVE THE CONTRACTOR OF FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE ANY NOTIFICATION RESPONSIBILITY TO THE APPROPRIATE STATE ONE —CALL SYSTEM. 5. IT SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED • OPLC REQUIRES DETAILED CONSTRUCTION PLANS AND OR DRAWINGS FOR ANY WORK WITHIN THE PIPELINE EASEMENT. OPLC C REQUESTS AT LEAST 10 WORKING DAYS FOR REVIEW AND COMMENTS APPROVAL OF TI PERMITS PRRI OR TO ANY CONSTRUCTION. PLANS. PLANS AND DRAWINGS SHOULD BE SUBMITTED TO OLYMPIC PIPELINE COMPANY, FIELD PROJECT OFFICE, 2319 UND AVE, SW, RENTON WA 98055. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL + THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE PIPELINE LOCATION ADDED TO THE CONSTRUCTION DRAWINGS THE CONTRACTOR IS ALSO RESPONSIBLE FOR TAKING ALL THE NECESSARY SAFETY OTHER PLANS. PRECAUTIONS AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGES CAUSED TO 'ME PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. EXCAVATION SPECIFIC REQUIREMENTSi • NO EXCAVATION OR CONSTRUCTION ACTIVITY WILL BE PERMITTED IN THE VICINITY OF THE PIPELINE(S) UNTIL ALL APPROPRIATE COMMUNICATIONS HAVE BEEN MADE WITH OPLC'S FIELD PROJECTS AND ENGINEERING 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE SANITARY SEWER PERSONNEL SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED • THERE SHALL BE NO EXCAVATION OR BACKFlWNG WITHIN THE PIPELINE RIGHT OF WAY FOR ANY REASON WITHOUT A REPRESENTATIVE FROM OPLC ON SITE STATING PERMISSION. PROFESSIONAL SURVEYOR. 9. BACKRLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH • IN SOME INSTANCES, EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES AROUND CERTAIN PIPELINES CAN BE CONDUCTED SAFELY ONLY WHEN THE PIPELINE OPERATING PRESSURE HAS BEEN REDUCED. OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER EACH SIDE THE • CONTRACTORS ARE THEREFORE CAUTIONED THAT EXCAVATION WHICH EXPOSES OR SIGNIFICANTLY REDUCES THE COVER OVER A PIPELINE MAY HAVE TO BE DELAYED UNTIL THE REDUCED PRESSURE IS ACHIEVED. PIPE OR TO THE SIDE OF THE TRENCH.' MATERIALS TO COMPLETE THE FILL OVER PIPE SMH ALL BE THE SAA ME GENERAL CONSTRUCTION ACTIVITIESi AS DESCRIBED. • THE CONTRACTOR SHALL NOT BE PERMITTED TO TRANSPORT CONSTRUCTION MATERIALS OR EQUIPMENT LONGITUDINALLY OVER THE PIPELINE 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE • ANY REQUIRED RELOCATION OR ENCASEMENT OF THE PIPELINE(S) WILL BE AT THE DEVELOPER'S EXPENSE NEATLINE CUT WITH SAW IN A'CONTINUOUS ONE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BE AND COMPACTION. A PERMANENT HOT NIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND • DEVELOPMENT GRADING SHOULD NOT REMOVE ANY OF THE EXISTING GROUND COVER FROM; OR ADD EXCESSIVE FILL OVER THE PIPELINES). OPLC'S PRIOR APPROVAL TO ADD FILL IS REQUIRED. ( SHALE BE PER CITY OF RENTON .CURRENT STANDARDS. PER • WHERE IT IS NECESSARY FOR CONSTRUCTION EQUIPMENT (LE TRACTORS, BACKHOES, DUMP TRUCKS ETC.) OR EQUIPMENT TRANSPORTING CONSTRUCTION MATERIALS TO CROSS THE PIPEUNE TO GAIN ACCESS TO 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. THE JOB SITE A CROSSING SHALL BE CONSTRUCTED AT A 90 DEGREE ANGLE TO THE PIPELINE THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING THE PIPELINE DEEPE 40ING ON DEPTH, SOIL CONDITIONS AND TYPE OF EQUIPMENT USING EITHER FILL OR STEEL SHEETING FOR PROTECTION. OTHER MEANS OF TEMPORARY CROSSING TO PROTECT THE PIPELINE MAY BE CONSIDERED BY OPLC AFTER EVALUATION AND 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF APPROVAL BY OPLC ENGINEERING. THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. • NO TRACK TYPE CONSTRUCTION EQUIPMENT SHALL BE PERMITTED TO PIVOT OR TURN DIRECTLY OVER THE TOP OF THE PIPELINE 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE • A SCRAPER OR PAN TYPE TRACTOR SHALL NOT BE USED FOR REMOVAL OF SOIL WITHIN TEN FEET (10') OF THE CENTERLINE OF THE PIPELINE RUBBER TIRE OR SMALL TRACK TYPE EQUIPMENT IS AN CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE ACCEPTABLE ALTERNATIVE. FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, • A SHEEPSFOOT ROLLER SHALL NOT BE USED FOR COMPACTION PURPOSES WITHIN FIVE FEET (5) OF THE CENTERUNE OF THE PIPELINE UNYIELDING BASEL PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE • NO VIBRATORY ROLLERS SHALL BE USED WITHIN THREE FEET (3') OF THE CENTERLINE OF THE PIPEUNE UNTIL THE COMPACTED COVER OVER THE PIPELINE HAS REACHED A DEPTH OF THREE AND ONE -HALF 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR FEET (31). DUCTILE IRON CLASS 50. PARKING LOTS, ROADS, DRIVEWAYS, FENCES AND STRUCTURES 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED • NO PERMANENT STRUCTURES MAY BE CONSTRUCTED ON THE PIPELINE RIGHT OF WAY. GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. • NO ROADS OR FENCES SHALL RUN PARALLEL TO THE PIPELINE WITHIN THE PIPELINE RIGHT OF WAY. ROADS AND FENCES SHALL CROSS THE PIPELINE RIGHT OF WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES FENCE POSTS MUST MAINTAIN A MINIMUM THREE FEET (3') CLEARANCE OFF THE PIPEUNE(S) WHEN CROSSING THE EASEMENT. THERE SHALL BE A MINIMUM VERTICAL SEPARATION OF TWO FEET (2') BETWEEN THE PIPELINE AND ANY UNDERGROUND STRUCTURE • A MINIMUM OF FIVE FEET (5) OF COVER IS REQUIRED FOR ALL ROAD CROSSINGS, AND THREE FEET (3) FOR DRIVEWAYS; HOWEVER A STRESS FACTOR CALCULATION MAY BE NEEDED TO DETERMINE THE ACTUAL AMOUNT OF COVER REQUIRED DEPENDING ON SOIL CONDITIONS AND OTHER CIRCUMSTANCES. • PROPOSALS FOR PARKING LOT CONSTRUCTION ON THE PIPELINE RIGHT OF WAY ARE DISCOURAGED. ASPHALT PAVING MAY BE PERMITTED AS AN EXCEPTION UNDER CERTAIN CONDITIONS WITH AN AGREEMENT EXECUTED BY THE PROPERTY OWNER AND OPLC. THE AGREEMENT GRANTS OPLC THE RIGHT TO EXCAVATE WITHIN THE PAVEMENT AREA FOR ANY PIPELINE MAINTENANCE THAT MAY BE NECESSARY IN THE FUTURE AND ACKNOWLEDGES THE PROPERTY OWNER AS THE PARTY RESPONSIBLE FOR THE EXPENSE OF PAVEMENT REPLACEMENT. IF A PARKING LOT IS PERMITTED BY OPLC A MINIMUM OF FOUR FEET (4') OF COVER WILL BE REQUIRED. HOWEVER OPLC WILL EVALUATE EACH PROPOSAL ON AN INDIVIDUAL BASIS, AND MAY IMPOSE ADDITIONAL REQUIREMENTS. • CONCRETE PAVEMENT IS DISCOURAGED; AND IN MOST INSTANCES WILL NOT BE ALLOWED. A MINIMUM OF THREE FEET (3') OF COVER IS REQUIRED FOR ALL DRAINAGE DITCHES. • NO STRUCTURES SUCH AS MANHOLES, CATCH BASINS, THRUST BLOCKS OR FIRE HYDRANTS SHALL BE LOCATED OVER THE PIPELINE A MINIMUM HORIZONTAL CLEARANCE OF TEN FEET (10') IS REQUIRED BETWEEN THE STRUCTURE AND PIPELINE FOREIGN LINE OR UTILITY CROSSINGS • ALL FOREIGN LINES SHALL CROSS THE PIPELINE RIGHT —Or' —WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE • IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. IN NO INSTANCE SHALL THE FOREIGN LINE BE PLACED PARALLEL TO THE PIPELINE WITHIN THE PIPELINE RIGHT —OF —WAY. • THE FOREIGN LINE SHALL CROSS UNDER THE PIPELINE WITH AT LEAST TWO FEET (2') OF VERTICAL SEPARATION UNLESS THE PIPELINE IS AT A PROHIBITIVE DEPTH. IN SUCH CASES, OPLC PERSONNEL WILL REVIEW AND EVALUATE THE PROPOSED CROSSING LOCATION TO DETERMINE IF IT WILL BE ALLOWABLE FOR THE FOREIGN LINE TO CROSS ABOVE • IF THE FOREIGN LINE IS A TELECOMMUNICATIONS CABLE, POWER CABLE OR SIMILAR IN NATURE THE FOREIGN LINE SHALL BE PLACED IN SCHEDULE 40 PVC CONDUIT, OR GREATER, FOR A LINEAR DISTANCE EXTENDING TEN FEET (10') ON EITHER SIDE OF CENTERLINE OF THE PIPEUNE IN THE CASE OF A POWER CABLE IT SHALL BE ENCASED IN RED—DYED CONCRETE FOR A LINEAR DISTANCE OF TEN FEET (10') ON ETHER SIDE OF CENTERLINE OF PIPELINE. • A UTILITY WITH A CATHODICALLY PROTECTED FOREIGN LINE WHICH CROSSES OR IS PLACED ADJACENT TO OPLC'S PIPELINE(S) MUST INSTALL A TEST POINT AND PERFORM INTERFERENCE TESTING BETWEEN THE UTILITY AND OPLC. PLEASE CONTACT OPLC'S CORROSION TECHNICIAN BY CAWING OUR MAIN OFFICE AT (425) 226 -8883. • BELOW GROUND WARNING TAPE SHALL BE PLACED IN THE DITCH LINE ABOVE THE FOREIGN LINE. THE WARNING TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT (1') BELOW THE FINAL SURFACE GRADE/ELEVATION. THE WARNING TAPE SHALL EXTEND FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE LANDSCAPE AND VEGETATIONe • NO TREES ARE ALLOWED ON THE PIPELINE RIGHT OF WAY. OPLC MAY PERMIT THE INSTALLATION OF LIMITED LANDSCAPING AND MINOR SHRUBBERY PLANTINGS WITH A VERBAL COMMUNICATION. FOR MAJOR DEVELOPMENT, LANDSCAPING PLANS MUST FIRST BE SUBMITTED IN WRITING TO OPLC FOR REVIEW AND APPROVAL ANY PLANTINGS THAT RESTRICT EFFICIENT AERIAL INSPECTION OR OMIT ACCESS TO THE EASEMENT AREA WILL BE CONSIDERED AN INTERFERENCE AND MUST BE ADDRESSED ACCORDINGLY OPLC RESERVES THE RIGHT TO IMPOSE FURTHER STIPULATIONS OR REQUIREMENTS CONSISTENT WITH EACH INDIVIDUAL EASEMENT OR SITUATION. SHOULD YOU ANTICIPATE ANY PROBLEMS REGARDING THESE REQUIREMENTS PLEASE CONTACT OPLC'S FIELD PROJECT OFFICE AT (425)235 -7767. VERTICAL DATUM INAVD 881 cnaE•a�•o•� E CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH UW..XMWIs ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET AWA OM EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN l r­VPk.. OF AN EAST —WEST PIPELINE RIGHT —OF —WAY. ELEVATION = 18.84; SEE SHEET CO.O. _ — CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA 30 ,T A T T L 03 23RD STREET. BEARING NORTH 89'5158' WEST; SEE SHEET CD.O. 2215 North A 30th Street, S Suite 300, Tacoma, A 98403 253.383.2422 TEN NO. REVISION 1200 Si�M Avenue, Suite 1620, Seattle, WA 98101 208.267.2425 TEL RECOMMENDED FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY USED FOR CONSTRUCTION UNLESS BY SIGNED BY THE REVIEWING AGENCY BY ul­� FR RO(LL MR P5� A r. CALL TWO BUSINESS NAYS BEFORE YOU 611 1 -800- 424 -50-55 CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DAic CITY OF CEDAR RIVER CORPORATE PARK =� RENTON OLYMPIC PIPELINE Planning /Building /Public Works Dept. AND SANITARY SEWER NOTES CU.5 -330 jD3 90ANNED .SUN SS 2001 �, McCp 6/4!05 06/05/07 mnaoow aysxo wa C5.2 e o N 0 � 1 �M W W GRAPHIC SCALE CEDAR RIVER CORPORATE PARK 10; L.-I i SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ( IN FzgT ) I inch = 40 ft CITY T U�P, WASH _T "A" o OF REN Ok KING C� jNGqN WETLAND 4. 4EL ilk_ f 0 r SET RESAR & CAP-, & . . . -P LS #2233i 5 m;ij 's st - ---------- ­7� Top �APIPRoxiKO)RE LOCATION 22LF 187 CAP P 0 2 NORTH BIOS!IiALE -S W_4�L- eu PIM-LN.1caft: 3.18 0. C� r. 0 WETLAND "A"-/ CA KER DO RAIN GARDEN A_ A111111 294LF 18' CPEP 61 PVC 6/LF 10' CL5r2 , _ ----D--D 1 11 1 1 178LF 10-1'� TI.. CL52 DETEKTIQF* POND& CAP A A- LS #22333 i SEI REBAR & CAP 7 Ls #22 °s3 CE -I F I JILFI 241 It A-1 A 05 1 II TMH A09 1121!F 1 RF 24- < ITT 10' DI, CL52 W A - PRIVATE 146LF 8* PVC N EL $ -8- W (R) O C) LF 24r* C P LLI C GENERAL NOTES > 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING MAIN SIZE, LOCATION, MATERIAL AND DEPTH PRIOR To CONSTRUCTION AND ORDERING MATERIALS. e A .1 'PIP }`.R,- 2. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO II CONFLICTS WITH 01: LOCATE UTILITIES. CONTACT ENGINEER IF DISCREPANCIES OR PROPOSED BUILDIIIIIIII T PROPOSED UTILITIES. < S FF ■ 25.25 8 RIM=20.10' APPROXI 3. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE N 6 CMP S 18.29 THER SE L) NOTED. kill 3US 4. SEE IRRIGATION PLANS FOR IRRIGATION SYSTEM LAYOUT. 1 95' B FER 5. SEE SHEET C4.5 FOR PIPE BEDDING AND COMPACTION REQUIREMENTS. vo ROMDE 61- (D 20.57 NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE IN WETLAND OR WETLAND Q sa SPOOL AS REQUIRED BUFFERS, UNLESS SPECIFICALLY DIRECTED. 20�21 ca 7- 4L 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL 95LF 12' CPEP LOCATION OF EXISTING 12" PETROLEUM LINE. POTHOLING SHALL BE CONDUCTED QOLF 18* CPEP CPEP 16 03LF 18 0 PRIVATE WTH A REPRENSENTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT HOLLY WILLIAMSON (425) 235-7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION 0 S 18' CPEP 39LF 6" PVC -PROPOSED BUILDING 'D` AND ORDERING MATERIALS TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR w L;TI — 02.2% ti PR PRIVATE 178LF Or PVC Do FF 25.25 aLlILM-GL� 1: % PRIVATE �FLF 6- PVC _@Z2X S PRIVATE 100V -7 ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. jv. J41Y 6 ryt, 7PV72 2% PROPIOSED BUILDNIQ W. f 019.5% '58 ST. 1 ; FF 8, PER THE GEOTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC., DATED DEC. 7, 2006, SMALL TO LARGER BOULDER SIZED FRAGMENTS OF BEDROCK WERE OBSERVED BY THE GEOTECHNICAL ENGINEER IN ALL TEST PITS RANGING FROM 3- TO 4-FEET BELOW EXISTING GRADE. SEE GEOTECHNICAL 01 REPORT. if 1 9. PER GEOTECHNICAL REPORT, GROUNDWATER SEEPAGE SHOULD BE ANTICIPATED c- c WITH EXCAVATIONS TO DEPTHS 5 FEET AND GREATER. SEE GEOTECHNICAL I it REPORT FOR DEWATERING AND TRENCHING RECOMMENDATIONS. I t I�T PROPOSED BUILD0101 IV EGO V� FF v 2545 4OLF r III. CL52 I II II 19,14' 6�.CLp N747.03' V 8"CMP S 17.03' A ­1 &P I 4 III I 5' BUFFER 1� 68LF 12' CPEP 64L J 0 F 2' . -2-5- 1 D 4 %o 5 HLJFFER-M�3- 16" 111, CL52 15 If W IF 10' 01. fll�l 137LF MH RIM=18.80' LF AC WE TLAND "B" 6 16.50' 10 UTILI ;vC Lut AF 1144 To-3 R Ov Nr,� OF F I _lE 8"CMP S 16,50' P I P HI -WATER MA! 100' SETBACK FROM HI-WATER MARK TOP TOP- C�4 - =& X p pp� _:F 14.21 �60 '0A PWRn2 W (R)+ N&M PWR �b -n A w (R)_ _.ETR,��EUM IIA-1- (R) L C}12.1 ',� ,20) P IN U10- �T H Is CHECKED FOR COMPLIANCE FjjTM 6/4/06 RECOMMENDED CALL TWO BUSINESS TO CITY STANDARDS MM OF DOCUMOM F-ORAPPROVAL , lPJXJ_4rdi" DAYS BEFORE YOU DIG THESE DRAWINGS ARE NOT TO 0 1 — E DATE USED FOR CONSTRUCTION UNLESS EY DATE 1-800-424-5555 4 VERTICAL DATUM INAVD 881 Mw SIGNED BY THE REVIEWING Ey DATE CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON liTH PUNCH 0 AGENCY ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET a D 06/05/07 EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN MR SM= 9RH ma-7. CEDAR RIVER CORP0RATE 'ARK OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84, SEE SHEET CO.O. 1"=40' CITY OF - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' CTH 0 N*ft. BEE RENTON HORIZONTAL DATUM �Mm Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN C3 . 0 PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA - SEATTLE F TAT pE AIM 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO. REVISION BY DATE APPR 9 -24 23RD STREET. BEARING NORTH 89'51'58' WEST; SEE SHEET CO.O. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 1 1 CAP AN It 1001 IT O 6 F E R 'I N Im RO L 66 nkL,AWRANT AA115. COREY E - m f wYppssvDx MEs�ar AS w uuoM M- PM,EEA RIM ]00. AHD DJs RGflt }H D lml9.lD"L .a1Nr:;Nfx7 n+ / Y AEVtaPEtpx rdd z 1n• ND$ +tOxN @D,10N AnW Ar,DAn CDN Bn:E. an De sax m e aRZ n TxT,Am DNA + WIm TN . ADAPTOR, A h &A TRE .HEAD OR ru - �ESs '1 Y "U A 6nx6 Fl E NroRµ -TO BE'PNN�E° WEM CDA .Ni,, FIN HELL% OORE7pAE5.V nTE NNY.,�mo-sbt IY. A nl tl. 5 sAmY SEUOW ql APP1 W. E VFI. W Ppi =,,.c,.-T. i M1D WA 99:. q�RED,F6 RMTDN FIRE . DRE ANT EMERSION TO D5. F, PEW RE0. 1 - D 20 B8iIN0 BAGR Of CD DU ` D TWJ -P ,TIM vK .[ p� "L LAR B P g W IExOn1'TD �Ii xzE xcr ers , s s pOroENSIM As - EDUm. (sEE Dwc BNU /PACE a°BD1. o. 1 �Ae SnYvE N R MENT.MµaEA'TTPE ee re1ND•WAY BWE p�MN CglrAEiE BLDCIDND pr LINE TEE xl . DUE MRET FSDB R "r. SEAT \ i� _ n ] gN axxua UNDER x 1 ES0. 7A rLL MDDR H I n ADD - f3-ro Y l uia i AD d:YEINYI EE .1N AN.. EDP AND SID. Of MAVB FEE HYDRANT ASSEMBLY Mx 3 R DDa u mwND siM B aNE Yµ RUDN, .MIN T RApV$ i FILL CUT HYDRANT LOCATION IN CUT OR FILL FTRR HYDRANT ARSE LY DETAIL v' Dwrz� "N°"m wiw R 50 Br DWG. NAME: 8102 SP PAGE:8102 FIRE HYDRANT ASSEMBLY 2 NOT TO SCALE VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK 1111160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84, SEE SHEET CO.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.0. TYPE 'A' BLOCKING k 22 112' - 30' VERTICAL BENDS PAINT AS FOR V.B. 8 LJ TEmxC of r _ ' V.B. 4 TURNBUCKLES S a wnw i WhiEAiirYE ' THREAD "o as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION f Y Awmc RE (Y.Aa) vERD MD'>5(xlkl7 PDL>TWwD RD ux� za„G. ©value® \� A, mom 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 ©mm�m INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS (L 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 CEMENT NOT TO SCALE CONCRETE m CLASS B UNDISTUBFD EARTH 0 MMm©®m�e w DE A DUN "EDRe„ W i ti■ ®am® ©aim 0 IJJ AND FlNk _UN U 1 FPPYS n T '5r£W'Sr ea$ µs'w ` p1B ,ER�Urv6 BE na� M6>p n �'�m�im Wyvrm rt r"ic•MC.'.m TRE ­AL AND IN, 11 „NE ,NE TAPPYD AL.E Y,y ° E°„T N,o v m CORNRCI w DwL wl;r m&,E?a`ETMG WATER�aaM Bn,i a AymmN .., ,:: >•. _ DA s s... sr , Bjvc xu'0„�awn: $P aACE$F,�i,,". WET-TAP DETAIL 1 NOT TO SCALE nkL,AWRANT AA115. COREY E - m f wYppssvDx MEs�ar AS w uuoM M- PM,EEA RIM ]00. AHD DJs RGflt }H D lml9.lD"L .a1Nr:;Nfx7 n+ / Y AEVtaPEtpx rdd z 1n• ND$ +tOxN @D,10N AnW Ar,DAn CDN Bn:E. an De sax m e aRZ n TxT,Am DNA + WIm TN . ADAPTOR, A h &A TRE .HEAD OR ru - �ESs '1 Y "U A 6nx6 Fl E NroRµ -TO BE'PNN�E° WEM CDA .Ni,, FIN HELL% OORE7pAE5.V nTE NNY.,�mo-sbt IY. A nl tl. 5 sAmY SEUOW ql APP1 W. E VFI. W Ppi =,,.c,.-T. i M1D WA 99:. q�RED,F6 RMTDN FIRE . DRE ANT EMERSION TO D5. F, PEW RE0. 1 - D 20 B8iIN0 BAGR Of CD DU ` D TWJ -P ,TIM vK .[ p� "L LAR B P g W IExOn1'TD �Ii xzE xcr ers , s s pOroENSIM As - EDUm. (sEE Dwc BNU /PACE a°BD1. o. 1 �Ae SnYvE N R MENT.MµaEA'TTPE ee re1ND•WAY BWE p�MN CglrAEiE BLDCIDND pr LINE TEE xl . DUE MRET FSDB R "r. SEAT \ i� _ n ] gN axxua UNDER x 1 ES0. 7A rLL MDDR H I n ADD - f3-ro Y l uia i AD d:YEINYI EE .1N AN.. EDP AND SID. Of MAVB FEE HYDRANT ASSEMBLY Mx 3 R DDa u mwND siM B aNE Yµ RUDN, .MIN T RApV$ i FILL CUT HYDRANT LOCATION IN CUT OR FILL FTRR HYDRANT ARSE LY DETAIL v' Dwrz� "N°"m wiw R 50 Br DWG. NAME: 8102 SP PAGE:8102 FIRE HYDRANT ASSEMBLY 2 NOT TO SCALE VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK 1111160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84, SEE SHEET CO.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.0. TYPE 'A' BLOCKING FOR 11 1/4' - 22 112' - 30' VERTICAL BENDS PAINT AS FOR V.B. SHACKLE RODS RAPPED IN RDLY- EATH, REGARDLESS IF CHECK VALVE LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 31'0 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN V.B. 4 TURNBUCKLES - THREAD "o as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION THRUST AL, SIZING, & FITTINGS �i E ®av 3[4" STRAIGHT BALL DRIP VALVE ©value® \� 1-j /2" DRAIN ROCK, mom 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 ©mm�m INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 CEMENT NOT TO SCALE CONCRETE m CLASS B UNDISTUBFD EARTH • S 1 gy WHEN IN PAVING LINING AND SEAL COATING SHALL CONFORM TO AWWA 0104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL GRADE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS XY - COATED TIE -ROD SWING -TYPE GRAVITY OPERATED 7, CAST IRON AND DUCTILE IRON FITTINGS SNALL BE CEMENT LINED, PRESSURE RAZED AS NOTED ON PLANS AND IN ACCORDANCE WTH ANSI /AWWA C110/A21.10 -87. CEMENT RAPPED IN RDLY- EATH, REGARDLESS IF CHECK VALVE LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 31'0 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN OR D.I. ACCORDANCE WITH EITHER ANSI /AWWA 0110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL . - t JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA GIIO/A21.10.87 AND ANSI /AWWA G153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION THRUST AL, SIZING, & FITTINGS �i E ®av 3[4" STRAIGHT BALL DRIP VALVE ©value® N0- TAPPED INTO INVERT OF PIPE 1-j /2" DRAIN ROCK, mom 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 ©mm�m INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. NOT TO SCALE 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED m mmammvala� MMm©®m�e ti■ ®am® ©aim mmm•samval■® m ® ®a��DaID� mm ® ©m ®maims Ali ®aO�Dail m , E a�mm•® mmma�mma� mm�omGar® CEDAR RIVER CORPORATE PARK !�ATERSHNOTESP&OSPEE AFICATIONS TER UTILITY. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT AND SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTIC.; TYPE 'B' BLOCKING 2 -1 2' FDC B "x8 "x4" TEE 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC / TWO -WAY FREE STANDING CHROME- / WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL 8E NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT FOR 45' VERTICAL BENDS iJPLATED FIRE DEPARTMENT CONNECTION / OF WAY. PAINT AS FOR 5" STORZ FITTING ATTACHED TO A 30' TURNDOWN 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS SHACKLE RODS ID PLATECAST BRASS W /1" HIGH TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555. CHAI LETTERS "AUTO SPRINKLER" 4 TURNBUCKLES ve 48" MAX. 5, AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. O 18" X 18" X 8" PRECAST CONIC. VAULT W/ LOCKING CAST IRON COS, NO BASE. _ CONIC. BLOCK 6 ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C119 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR THREAD 6' .a a ad CEMENT S CONCRETE CLASS B UNDISTUBED EARTH 18" H2O LOADING MIN WHEN IN PAVING LINING AND SEAL COATING SHALL CONFORM TO AWWA 0104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL GRADE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS XY - COATED TIE -ROD SWING -TYPE GRAVITY OPERATED 7, CAST IRON AND DUCTILE IRON FITTINGS SNALL BE CEMENT LINED, PRESSURE RAZED AS NOTED ON PLANS AND IN ACCORDANCE WTH ANSI /AWWA C110/A21.10 -87. CEMENT RAPPED IN RDLY- EATH, REGARDLESS IF CHECK VALVE LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 31'0 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN OR D.I. ACCORDANCE WITH EITHER ANSI /AWWA 0110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL . - t JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA GIIO/A21.10.87 AND ANSI /AWWA G153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION THRUST AL, SIZING, & FITTINGS CONIC. VALVE 10-4.3 OF ANSI/AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. BLOCK NS SUPPORT, 12" 8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C5DO) OR OF RESILIENT SEATED 3[4" STRAIGHT BALL DRIP VALVE HIGH (MIN) TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. N0- TAPPED INTO INVERT OF PIPE 1-j /2" DRAIN ROCK, FR 3,67 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. NOT TO SCALE 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 3 THRUST BLOCKING N.T.S. NOTE NETDI Bevil IleiiAUg1 MrME LOxORE2�DB'RAVD) CNNUW.q E M "Dn� srei a ueT`m eaDx raNmuv :wneN .mNrs YES« YE wnAUm M A -A Yuha/b'dN. ay NBLrOH:AYN (w1aWAne YE1m rDDMPEfD xERc = MOn• NN.mwIrtANesr TPRRir TP4 a Plr. Lo T N. F I. NOTE: TP[ Ear1M o ME NOTE ml R +n - r rRay UgEAN[AlN ­ .1 29 AF _ BPAmm AumS nF TK R ndlNr FDY K DPM 9OF DT _ A1µ B. •.; z.® at 4JM aEFR.xas TU DR PAF1nA '. TU .61 µ2.P.tWT •M A� '_ � ® 9 •oho N°rB Loa`�t AC¢55' i= s Nsr m v rs,m GAt` F$ }}AppnmB 1 EAx ob'nA Ave Bv. Bta,r- a-o+RY Awmwr Yu Bs dduBE6 ,D mE 1 ..:. �� } h,Y Di.MI,M rOR raEenav s'+NB wevA .. � . NEW. PWN9 mclVDY MT/AfAnul'.R D{N.yA a? �iArED m[Yg EWrM Twe PnE,iY -DVANTUExr rw •. S• "ENIgEM PEnxU IS pErANYD. \ I- JDE qgF f ( w F TM pMCREIE B1wRND : .. (Wnro1.wYN- AYNENL M PAVATC MDPPtt k d ,." sYAU T a - URAN w rqr %BDEIwD >.. { 9NNfG1 Y�4VF Nn ,N(�v,1N£,BDKaaltl aAaf' f ,yT RW ,a1m1ELOOR U.Mi M rAYP°t RUE A EuvAn WcA s- xsp¢. 2n NY� "D.wrcn a,4mE AM.aFE sDDL j-� ?NuNt �N artAL PDmHM aAY� . i'.�N10.K R�bi� I�M.PEW¢51 µSrNIWMS BOLhL trL&.7C aE ODNNY u a DF�E i PAa�ww pDret P e HEWW V1r.56i,RD YM TAWEF 9N1MLi - e M ANW'. Y11N L a A Y°°CVav E - SLY Dpi a Ym°1 VtANDc DR,, ,i aw v3TSmE eullnYo ,1-VL `uY10AjMC DEE M`•WYG "M4`m AQUA AP& DG,EWDMN Dim MysµrxWUy WSWE BULLDMG QEBTAII nT FDA N DW tYd M ,�D� A DRfRLTDR DOUBLE CRRCI( VALV& ABB LY `a P"u"ws•�`"A1.�`iLwrom "ATlcx aP wur DWG. NAME: B117 SP PAGE:6117 TYPICAL INTERIOR DDCVA INSTALLATION 6 NOT TO SCALE REVISION ROLE 2 -0fi. 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER PATH 1/8 INCH, COATED, STAINLESS STEEL., AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMANS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED PATH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FF. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. • 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METEREDANJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE ' 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDUUNG. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. RECOMMENDED FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY USED FOR CONSTRUCTION UNLESS BY SIGNED BY THE REVIEWING AGENCY BY suAYxYEC BRIT an, ". AS SHOWN _ _ xDn¢arM: wn•IBa3�aBe DATllM D®n CTH owARA BOB as11ND1 AT FlAL BCMF CNr' � DATE APPR ARP mRD F XOT DEE DI411 awR GCOPMWLY FR 3,67 CALL TWO BUSINESS IAYS BEFORE YOU DI! 1- 800 -424 -5555 as �- CITY OF t RENTON Planning /Building /Public Works Dept. r CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE CEDAR RIVER CORPORATE PARK WATER & SEWER NOTES & DETAILS CD.w 33y�oy own" ANS22m 5 5i`D3 D S(x�r,) 'r Icava 614108 FVM OF 00MU is E 06/05/07 nnns°m oNANN NOR C6.2 Y IL la : LL' O U LL w i..L� 01: w U 0 , FINISHED GRADE ELEVATION 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FF MIN. COVER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN POLYP 'IG TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE - INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHNl BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (NJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WIiH 2" TAP h 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE SLOW -OFF ASSEMBLY AND INSTML 2- PLUG AFTER REMOVAL OF CLEANING -POLY-PIG') ONE BLIND FLVJGE ON BOTTOM OF CROSS ONE PLUG (W) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERUG CROSS BEFORE DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING **' CITY OF ftENTON ITY .1 LIST DATE: 04/04 DWG. NAMF: 8114 SP PAGF:R114 - 1 WATER MAIN POLYPIGGING STATION NOT TO SCALE CEDAR RIVER CORPORATE PARK SW 114, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON INSIDE HWSE ADJACENT TO WATER METER PREFERRED -FIGURATION PROPERtt LINE SAWDUST Q5 FILL \ 5. 1 24' IN 6 WATER ' 6 1P ATYP 10 3 10 8 10 4 FLOW OW FLO _W 2 CLITSIDE FOUNDATIDN 5 6 9 5 -- SAWDUST FILL 24" MIN. 6' A- 2 10 3 M 8 10 4 2 FLOW FOR 3/4" AND 1" SERVICE (3/4 SHOWN) g ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA 2 3/4" PACKING JOINT COUPLING W /MALE IRON PIPE 2.EA. THREAD -FOR COPPER PIPE SERVICE: FORD C84 -33 OR EWIVALENT FOR GALVANIZED PIPE SERVICE-FORD C85 -33 OR EQUIVALENT * PRESSURE REDUCING VALVE W /STRAINER - 3/4' 1 EA. W1 UNION COUPLINGS AT INLET AND BURET, WI INS 500 SERIES OR FOUAL (WITH INTERNAL. SWASS AN STRAINER) 4 3/4-.CLOSE UNION - BRASS (M X F) 1 EA 5 3/4 BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W /SOLID COVER.. 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS. EQUAL TO FOG TTE METER SEAL CO. +2 PLASTIC 13 X 24 T INSIDE DI h EMMONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE R WIRED 8 3/4" X 1/4' X 3/4" STD. BRASS TEE 1 EA. 9 1/4" CK . PETCO (M X F) - 1.EA 10 3/4" BRASS NIPPLE VARIABLE INDIVIDUAL SERVICE PRESSURE REDUCING VALVE (FOR 3/4" & I" SERVICE) ADOPTED TTY OF RENTON STANLAIm PLANS Ar LSf LATE: O1/L4 ,..� ...,,, ..., ...�� DWC. NAMF: 8096 SP PAGE; R096 .2 PRESSURE REDUCING VALVE NOT TO SCALE RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE BY�RAPPROVAL GAYS BEFORE YOU GIG TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE DATE USED FOR CONSTRUCTION UNLESS BY 1-800-424-5555 DATE SIGNED BY THE REVIEWING AGENCY BY I DATE 9RIi AS SHOWN "°"""'N'D'°`7TM' ao CEDAR RIVER CORPORATE PARK EE � CI'T'Y OF BBE 7M RENTON a AI Fw Planning /Building /Public Works Dept. WATER & SEWER f NOT ac 5101 REVISION BY DATE APPR AFi _NL°'m"'LY NOTES & DETAILS ROLL 2', Gti CD w 33930 ONNED ,KIN $ 2 209/ I IDLyM 6 / 4 / 043 REUSE OF DOMMO 7a 06/05/07 RF1D80DI4 C6.3 VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET u a�an gm EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN cow M nPF ^ ^eS OF AN EAST —WEST PIPELINE RIGHT —OF —WAY. ELEVATION = 18.84; SEE SHEET CO.0. — CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ■ !�"a� HORIZONTAL DATUM N6�aas PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA 30 ,T A T T L E 2215 North 30th Street, Suite Tacoma, 253.383.2422 TEL 23RD STREET. BEARING NORTH 89'5158' WEST; SEE SHEET MO. 20, A 8103 1200 Sixlh Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL , RECOMMENDED CALL TWO BUSINESS CHECKED FOR COMPLIANCE BY�RAPPROVAL GAYS BEFORE YOU GIG TO CITY STANDARDS THESE DRAWINGS ARE NOT TO BE DATE USED FOR CONSTRUCTION UNLESS BY 1-800-424-5555 DATE SIGNED BY THE REVIEWING AGENCY BY I DATE 9RIi AS SHOWN "°"""'N'D'°`7TM' ao CEDAR RIVER CORPORATE PARK EE � CI'T'Y OF BBE 7M RENTON a AI Fw Planning /Building /Public Works Dept. WATER & SEWER f NOT ac 5101 REVISION BY DATE APPR AFi _NL°'m"'LY NOTES & DETAILS ROLL 2', Gti CD w 33930 ONNED ,KIN $ 2 209/ I IDLyM 6 / 4 / 043 REUSE OF DOMMO 7a 06/05/07 RF1D80DI4 C6.3 \12 70' rN psi O U W GRAPHIC SCALE A C E w Um` A 0 hm" w Hm" IV` E a Hm*' C 00w *' w R, 6a P" A Ob H A T E P A R K 40 0 20 40 80 SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. (w FEET ,: 8I RENTON, KING C�vN W�HI�1 ®N _..: 1 inch = 40 ft. ; 1 ° f -� CONNEC G "� .: ,a . " . .a � . . �.. _. f. -1 t ! - z !„ o T. X, °. „ r k , r' SET REE C: C u 01 - I • "'m`:.;:- ^-;:.. ,,. x�" - :�, xn:. rs: '' cY;a, w, .u; &� Lam, ,a m4'`'.. .m.. �s A•e:- „ r� , f < �. f a°",�:w' -y :r` . t . ".",�, 5.,,;'i '.a?a":a.33,3 v a.. T>' "° PVC SEA RA - ,_._ „ _. „. _ _ "_ _ ..�3" _. N c �I. r w M k ,m r i ! »:».:,,.,�...., - ,..,�.. �• .....' _.w_. xa,^'�,.,, «,« / .5. „ ., -.,.,, .,... }.,..., .... „, ...,._ __ __.__ ........ ._,_.. .» • "� _ .._ .., . - „- r; Ya' 'i ! `c" .,..."..,...,,a'� rL• E �r ' w w _ . ".. ,.._,.,. r ja �b G t ,._,_ .,_.,. ....,.. q ,i tM 9,7 . ° ,. _ AHBL E - I I <^. , ...:.. ». ._.«.. ,«__ - «..,..Ta - ,.,... _,. - , ... . ,,. _ �..�.....� ��lR ^,,:' �, .F ..,,,,,�., �.»..<x., :a" �� ��a_ " +rWr ai.5! wr�i..s..7.}'i,.,,.rrr ° ���,_ •�...' ,'.,_T �m,�.'., m t: � .s:�",,.,F„'. ".-- j „ «�. .,,�.. -... :. �> , -° •:• - .�.:.�� �« �.-� _ .. .,,_ ���. _�� W, �, - - � �.� - ���. -"' �� PLANNER �+ �.'k A�# Cw�:�:. W IZ� I_� d` J a:, #�Lry>� � `` _F. +�v .._ ¢' � .C'? -(-. ... _.,•vex..._..._.. � .u" � � �� E � � ����::,: ,-.,.0 ..._ ..._..._... �J m. `•'r^^ � �`��^ ' " ° °° I OWER '' „? .. ...- „ „�• , "_ sr rs _::r .. ..�'... .. �_. �,,...�:•- �". - •� r "_... .i^•. �,„, rN KER RAIN DRDw_,_.F�Y -11 NORTH BIOSW E,:'�..� IU f o .' » ] 10' U7 KY, .x, o.# s„ 0j, 31C, :° / / w w DETO T D +,'AF \ }~ t TM H ®�® D E s D D / �- ' #21-333 SET REBAR d C„ P '\ 't •1•y *,. { W W _, .. / - . _ - :• # - - _101 P IVATE i46LF 8 P ,. W tL_ V 0 0.80% o • ��Q` ,. r :;I �� oe i f GENERAL �� a I NOTES Ivc 011 u 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT i I ,I t I� °'' ' " I ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. ry FRIVA 4 PRIVATE SSMH - -- I f t _ I 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 50 .1 C5.T RIM -24.54 1{#�y, I �I CI CHANNEL= 1512 , a 3. PROVIDE 18 MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. " 3 iI9 LADDER NE Ci I Imo" 5 ( ) I 4. PROVIDE 6 MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES. PROPOSED BULDIND 8 5. PROVIDE 10 MIN. HORIZONTA[. SEPARATION BETWEEN SANITARY AND WATER ONES AND HORIZONTAL '" f PRIVATE SSMH 2 2 4 c ;,: I r f �., ";' f I SEPARATION BETWEEN 'SANITARY AND STORM LINE RIM =2440 C5. .1 FF ■ 26.26 1 - ,t I� S SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM `SLOPE. CI CHANNEL= 13.95 0 o I I° ID a„ o� ( 6. AS BUILT DRAWINGS (S -1997, S -229, 13 -2 -4) PROVIDED BY CITY OF RENTON SHOW EXISTING 8 SANITARY LADDER NW + ( p. <'1 .: RVEE. �,' . <. 4 ( ) , ,> ,... .^ °�...� ..- �. F LINE STUBBED TO PROPERTY LINE. CONTRACTOR SMALL POTHOLE AND VERIFY STUB LOCATION 'SIZE AND I III dk" -° SEE,,, ,SHEET , � , ' .:.,. � � , - �.A.., , � INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. ° _ : ' , I „k 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL ,} f L LOCATION OF EXISTING 12 PETROLEUM �. '.. PRIVATE SSMH 1 .... 2 :. -; ^, _ RIM 24.13 , � .� ` ': � � -, • �' { � I LINE. POTHOLING SHAM BE CONDUCTED WITH A REPRENSENIIVE OF OLYMPIC PIPELINE PRESENT. CONTACT CI CHAN�rT51,,, I :... f ( ¢I[ HOLLY WILLIAMSON (425) 235 -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS 4 +�.'i •. t .,� k : ;., � .s+ 4"� :. :. �- ' . I .,n� � .... '.: � 3 w j 7 I a" a t 1 f f TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. Il= _ �.° a M P VATE SSCO 2 " r11�1 ,. > 1c'r? RIM =24.97 1 DOCK LIFT , �.•: F =: ` ^ C .1 ° ''_ I ° r, jII f f 1, 8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS. Z o_ ' p IE= 21.05 EMERGENCY SUMP CONNECTED I � . s DIRECTLY TO SIDE SEWER FOR { I ° 1 PRIVATE SSCO 1 p ,- ' ' l j I 9. PROVIDE PIPE ANCHORING AT SIDE SEWERS PER CITY OF RENTON REQUIREMENTS. a, D p D D PRIVAT BLDG D Irf I; OI C5.1 RIM =25.02" D D D 13LF " T 6 `P uc 9 I fi IE =20.27 S���� S_ - 1Q 6 +00 1014 +00 PROPOSED BULDNO •Dr ,' I ! � 5 1018 +00 40 7.9% I qq r. t•i I 1015 +00 PRIVATE 278LF 8" PVC S S $ rn i" VATS ®0.46 ■ • PRI '` '"' ' 34LF 6" P w, " n � PRIV TE i 27 - `_`_'I. -- S F� 26.26 �. }� �:, �. i , { ti r r VC ATE SSMH c� 6 KC 1.1X I PROPOSED BUILDEG A .� ° PRIV _; .'.m. f t , �' � 12.9% a _ a :. ,.� .� ° `� " T• � � n ! RIM -24.41 k °- PRIVATE SSMH 2 4 PRIVATE SSCO o If ;N► , fg f , 3" # FF ■ 26.26 •Ic io C51 C51 1 _ #C CI CHANNEL - 1616 2 4 > ^ RIM 24 56 RIM =24 26 PRIVATSSCO � 1 I S d I - N C51' RIM -25.04 c5.1 III , 1 f I I C5.1 C5.1 CI CHANN7.44 IE =18.99 - ; . ° LADDER S o _ I I III I I () LADDER: IE -19.87 o I I, I I I F fix! • i X ti.� W3 • � ^�,±er�' '3�" ,« t {•E":5 , I I a :'. ti §"" RIM 20.34 ' + .;' 8 P VC 3 '€ I ta :� � �• �'^„ PRIVATE SSMH "I I I RIM =24.76 i a f oil ; PRIVATE SSCO 3 1 ^_ ®. CI CHANNEL = 18.84 f RIM =25.09 a° k € *I �. LADDER (S) I , A ti IE= 20.71 > L I�I �I PROPOSED BOIL D C' ,+ I a r I a i �' d FF 25 00 .,, 3{ EWk*,3 .� .. 1 tk Jill I -w [440 0 , r,. cur �t �'�.:. {.v •'aE }e• a"w`5 I '€'g y jt. I a , I f �° ►' 1111 �� � W is D D p_ ---p r LJ `. ,¥ "�' is i,'��: ..„r.:,,,;,.,` •'i ,° a::'' 6 °r^;'L. _,_.., 'air re'f""" . - - l .,R f. w W MH t € s (: CE a " t,° \ ''I �w r :`kt #`4 >,�`,t .{ •5 ep,ti..... "� ,a r^'. '_^,> ""rki R 7E a i. 10A" '. f' F✓ ft Ea: 3} F r " �'t, , ' r ✓ eLk,£ Sim li,.._ "' i ":., J' A.t `k Ewa +,� .. r„, „„y W'_T;_1',i "a #,r €:J `0. WE'S of :.r^"""�,.•s'> �} y ij t t {p t + t r•- _. .� D T ld fiS I� n fx VATER r {Pr(: w _ , / ` i If,# �f Ir " e # C : s r } o rf� m _ - ._. v,_, _._ _ p9 -max, �. -�- ___.. _... _.._ _,._ _ „_ _� ..._., - -- _,- _ - ..� ���" � � ro 1 :4 / 5 a [[ µms. e � .� ... �� � .. •� , ^� ,_ __..,,_..,,-- - -�', �� � _.,.,._ �" �. _.,.., Wit,.. �^, "„ .._... , , , -. _- ......... , � > . � _.,. .,_ _ gg }� - « I r , F „ '' .w P ,>.3 a 2 ,.,,,: { < r7^' 9{q�•�..^j' a� I r } } :. ".•• d jq' : "' r ,w}€'°` 1 w.�. P p ? t,� t' i "' i E' i e "" it , f r e d 9 # f f : f s 7 i� 1° t t€ ;:Y:, , ,. "^3,' 3 l } ( .`' 3*E,,... T S ^rcj f t� p j P , r,., J #S r d,^![ i E ..r 1 4` .i i' i pt T°" p i 4 �*pp r f /,x - L'. M {• 9 ;::rs,. £ e' MC'S� �.. CF' $ 0, "y" $,�'^•f ,i""t >, t' 1�3 t z # .. r d _// 7 P.�N r ``'m t �° e � f ' a 1�yi . � , ,:. fi* 5 �,, _...... -- ,.,_ ..,, ^. ,{ ^i-,. . ,. A� �`�� }�' ... �, . 5 ,, f� , - r .. r` 4 .. C t a f .� / p.i � .,. ,� a:. • a r.,'aa, , � - .F a: S., � • :� 4 i ra � .a:+ -• a 6 z� I .o Ji d f � ,.. f .' k w {„ } f � � :. . �' 1 f i �. � F .. 'Rs :� t L r ,.. � ' t�* r+ . , �... .1:.,.. � u, m - a � .'A : s Ala �;; ....5.�. -.. -. t %. f f S { ' ."!.. . '+:3 ,� a 4 r .. f - *3 1 i / 1" ,. .::.- ..,i € a it is ` " _.... 0r �.s r i i f i i f £ ..� m gn �M„ N {' } r..-r. e e • p a' g` s e b l'� f , ` ' i � t f I . "`� : r rt " 1 ? j�d� "a ✓° i�" e � �.s f 1 f ,� ""^,�°" i� � 44 ~��`�a i�f l ""t�¢" ;t�W `�.� t r> r r r ir. i b6 . o n:,, -. .:".., _.,.. -.. , ,.",.. •F, 6 «,.9 ,,,,,, .__... „ ,.. ._.. W .......... �• �5 W 879.22 -�- `- 60„ W �R) �> o a PWR �? Ate /H PWR �_,'° �� M _.. �.i - _° ° _. _ °,.._ icy c �(),> (}tlP R RECORD NOTE 01/23/08 RECOMMEn1�0 CHECKED FOR COMPLIANCE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, CALL L!L TWO BUSINESS N E S S RECORD DRAWING FOR APPROVAL TO CITY STANDARDS _o R IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL MUM of MXX# orTS _ p THIS DWAENT HAS BEEN WB QECIRONICAU:Y IN - e� 13TEn"" D .. gY DAYS BEFORE Y DI cmiEng�neers IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY THESE DRAWINGS ARE III ®T T ®` BE O AOI AN "AMU "c N1*04 -oro W cHArm� 01x.10 acre S DATE uNAUnw� umunoN,av ANY or THI: raromunnaN cn Ttas rOXAL HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ooaAe,T wu �vAUDAh THI:,�gAEtIT, USED FOR CONSTRUCTION LE Nr c�mrlUm #ND 91INAWAE ® COS U UNLESS ' BY 1 m C 0 Structural E eers VERTICAL DATUM n9 ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCAIION DATE t1E IDEAS A10 DE9d15 AICORPORAIED 1AAfl As AN 1-800-424-5555 � _ MSiIiUYENT OF PRDFFSSIONAL SF1tNCE, IS 7FIE PR�iPEBTY DF EXPIRES v 7/14/ AHBL AND IS IT BEi 1 RAY FORE SIGNED BY THE YIE ` iN E Y � DBED N rANNE aR N BART TOR ANY CITY OF RENTON BASED ON CITY BENCHMARK 1160, FOUND ON BRASS BUTTON WITH ,PUNCH Lands , OF TS ACCU C BE APPLYING IT FOR ANY PURPOSE. G G C BY o,HER cr,N,�T w ,AUrHMaAT , of PAL z ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET DATE N EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN Community sc om WD OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVAITON = 18.84• SEE SHEET C0 0. eRH 1 " =40' NOMMNrAU WD IN3711291 �� CEDAR RIMER CORPORATE PARK 06/05/07 s' Land Surveyors � CITY 0 F - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56 ® CTH Fl�toeoDlc Neighbors � RECORD DRAWING CTH 1/23/08, BEE � RENTON SEWER PLAN � � HORIZONTAL IZO � INCH DATUM . . NIft WATER METER LOCATIONS & SERVICE ENTRIES CTH 6L26/07.1 a TACOMA SEATTLE � Fuu. � Planning/Building/Public Works Dept. PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW IF NDr ONE NIGH C5.0 23RD STREET. BEARING NORTH 89'51'58" WEST; SEE SHEET 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N0. REVISION BY DATE APPIR srxE' x s►� of EE CO .O. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 16 `24 Pr6 , -- CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ......,v,,,,,,,,,,,,,,,,,,,,, ,,,_ «_ «, ,« « «,..« .. «,. «. « „ «,._„ . ,m , .,,,,.,.,..,,.,,..,....,... ,.,x « «.x «. «,. «..,. « «,,. «, «, «., ,,..,,.. EaRR.� ...MOSES, m «_. « . « .. „ « „ «,..., ,.,,.,. « «,,,« «....,,,« . «.x....,. «. ,_ , «, «,,.., « « « «« « «, «., , ,....., nn,,,.. _.....,..,,..,,,,,,,,, . _�� „ «, _.n., �.. _� ...o..� ,. .... «R m� ,_ _ ,,, 30 € UNE «EXi-O- G GRADE £L OF PIPE III �J « ,,, 0� ....,..,u '� "_.,E„ . w muly 1 D i V VULSU� Vr UUNJI�JI�JIAIV P 47i, j _« N Sk , GR . RE ._. v ......... ...........,.,,,,..,,,,,v,,,,_„ , x . «, x,,...x. «_,,..,, ..,_.« « _ ._ _. « « «« .. n _.,., «,,, ,,. « «, .............. «_ .,nN « A 8 WAlMR 4E= 19.81. . 6 WATE0 IE 19r> 1-�--,_,' -- ,8,. SEWER,. CR,._. X41.. _ ta «,.. »_ «, « «...,,..,. �.,_..,«,.....,,. ,,.,.,......_._,..... _,_._ .... _ ,« p., «« __...__., „ _� ._ ._ , ,_, _ _ «_ _ - _ . r _ �mm_��.e.,_,_ _,,._ � t3LE 8' SEWER CR 11.67 pSfWER CR_ 132 0 CL OF P PE ' , 6 CR_ t5.t 6 ' °SE CR- "I _ 8 SEWER CIR 1 8 SEWS CR= 13.' 3 12 STORM 1, =. 21.10 I w w r..... _ «_ ,._. , 1 7 I _ I ®�,.:,.SItRM. IlE «..x «_1R 25 ,: _ 25 EX F�URlED POR �.. �»,�..�..� ��»u.,u,��, „__., »,, ,.,,,,,,., x „,_.., «..�,,,a.�_ ,.:�n6 - II».JI ..21..2 §,...,.m�n,�.. a._.,�..��n.::, . � ,�m,:�:,�am�.��,,.�r�..�.� _1.2.. «STO I�I R�O47 . f l �,_. ..en,. �.f,,. .,.,:.,a.. .,,n.;»,.., e..e 6 ..... ,,, , «.. ...,«..�..... =m„"... «x „w�x� ..,.a..w...... «u_a, ., «..�. ... ..,,.. «,.,.,.,... «... e __.......,... « .... . � gin,,, «_._._,.�, _,,,,_ ,w � ..Rl „n ._..� I - --- -- _ -- -- -�- - -- R:. I IPR w �. a�. x» �. «.�.,..,, ,�.�»«, A _ _ �. » ,,,,,... . « «,,.v.._,.x.� ,..�,...,,.,., »�,.,,a „�«,,,..,.«,«„«. � «...m «v,,..,,.�..u�,,,, « „a «�.,, « . ,,....,., ,u..,.....�.,,,,.,�..�.,....... 4OLF= 8 PVC 8' STORM IE= 1.46 PRIVATE {i�A � 127LF' «.6 ,,.PVC,,.' t:1.9� „�,,,.,,, �,.,,. ,,e „n .�.15 � RIVATE 17 ,0� � � � ,.,....p}{} A�.:,..,..��..,�»,� 1i46LF 8' PVC ®0.804 187LF 8 PVC 0 56 wO O w _ PRIV _ R �....x. 6 I SSC i L �ISN 1VC & SEWER CR 371 -PRIVATE SSC ®.. , ,,,,,,,,,,,,,,,,,,,,, ,- ,,. E�, _, ,,, ...,,,,x...,x_....x .,. - - 6' STORM IE- 2.43 6 STORM IE 21.69 RIM= 5.09 RIM , T 10 0:50 IN. ,,, , ..,., ...x :............. n .',,..,.,...,,.,..,,..,,,,N. « «. �.,. « « «, « «.,, «.. «, . «.oa. «,,.SSCO,., x.,..,�.....w,,,, ,,.,,,,. « « «.,. «, «,..., . ,.., », « „x,...,,.�.,.x.�.�x,xxx, x,...,,,..» -„�1�, ,T _ «« »ta «,,, «,,,, «,,,,,, ,,,,,,x„�.,.,m.m.,,A,« „�,w,.,� «,m�. «,.,,, « « « «,« �.�,.m,�«. � ._ �,n., I E :99 PRIVATE M , i I PRIiIA SSiuIH I i IE =2 71 EXISTING ° SMH MATCH E)�IS11NG PRIVATE SSM 2 € PRIVATE SS H .�� ..,...�...n..... ., �tIM= 24.97 C5. � w � -RIM 24:41 i I RIM= 21.6 OPE _ = € 1E= 21.06 - STUB S RIM =24.40 I R M 24.54 =16.16 I C5.1 PRIVATE 48LF 6 [ IM -25.04 CI CHA NEL 1 Q PRI ATE . ,A. „ »,,,... , .x...x,...,., «n «: ,. � «. -.�F . «- .«,,,�., . «�, «�.xFM« «�� «_. «,. , : ,,,..,,,. ,., «m, « «, ..,.,..�.0 ,,«N, «,.,..:» . , « .. x~. ,x� , �x.« � =U,...,,,, .u....... ... «.,...,x .. «. «: M,�.:: «,. :,.»«,�..,x��.s...�._ x,�,,,,.�,x ..,..,,�x xx,.�.....__ ,,.,,,.:, . » .......:...:.::.x � _ ,:� , ;,,:; , �. �� 5 CI_ ELE� 1�Q.� � C{�CFLANNEt =13.35 HANK 9 » � = PV£ � 7. 8� � ... _ � 0.. I i 0� C EL 15:2 2 I SSCO LADD S I�fATE 5 1F CS.t {E 13:87 f (> » ,«, «,.�,�.,, «,,,« ,., «,. .,,.,,. »,. «,.>w «, «, «R «� «.«,� «,,. «,,.« ...� « «_ «. «._�...._.I.sAODER::: N: , ,,.,.., ,,,. »,. _,,. »..,....,_.,x.,,,,,x„ .., «,..,LADDER., ; � AC 5J � �-- 2 �4 � « »f21M= :02. », «x «, ., ...,.,,,.,,x.,,. g PRIMATE SSM 1 € C5.1 5.1 i - C .1 C5.1 »,.,,, RIVA-.,, .H. «.. c IE- 2tI.27 ................,,, .._ » «.,..,,,. «.,,, _ «. « ..... „ ,.. »..,., «.. _,,.x..x. «.._.. «, . _ ,, ,.« „ ,,, ,.,,., ».,..,..ss....,.,,,,,,,x.. 0 � � RIM - 24.13- � , � I�IM -�4 56� . �.,,�,m,,,.,, 1M -24 76 CI ANNEL 151 i I _I CHANN -17.44 I CHANNE =18.84 ................ � '� ....n, « « « «.,, «.,,.. « « « « «. « «,,.. «. «. «.. «.. «_., « «.v.,a . �. ��,,,. �. �,. �,,,,», �,,,,, �. ��.. �� «�... » « ».,.,_.,,�.,,..m..,.... _,. «.xx ..., ,.�.« . «�. «_ « «�. «_ `«..« �,..�.�n,��,.�..,,.�.....,...x. , xx,.,,, x,,,. x,, ,.. «,,,v.,.�,..�_�..�.,,__«,,,. , «.....,�... «._,�,.,. ,,,�.,,,,:,. .: :................. » „ ».,., «. «x.x _..__ 1 CONNECT TO EXISTING LADDER (S) ; 2 4 * PROVIDE 2' MIN SEPARATION BETWEEN w � � 3 ! DDER (S� 4 DER (S _..___..._.._....._.....- ....__ __-._._...___._- - _._.._.. 2 SANITARY SEWER STUB. SEE 5.1 C5.1. _.._..__. PROPOSED-_ TIES -MD E'ETROCFUI� LINE; I __.r_ _ __� �_. - C5.1 X5.1 � I � f 1 MD S E �EPOPO GENERAL NOTES � AJD 7: N E IE�SED 7 UTILITIES ANW OWER AND FIBER OP MC LINES. � ! - I i I i I uM_ r Q NN co l d' M C t C CR OR st p M N r- t� Cl T � pp �Od � ' � 4 N L C' N � d N dE NEN N NN N NN � N N N N N `- O tlj N N N 0 1010 +00 1010 +50 1011+00 1011+50 1012 +00 1012 +50 1013+00 1013 +50 1014 +00 1014 +50 1015 +00 1015 +50 1016 +00 1016 +50 1017 +00 1017 +50 1018 +00 1018 +50 1019 +00 W U ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. 30 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 3. PROVIDE 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. 25 4. PROVIDE 6' MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES. 20 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. 15 6. AS -BUILT DRAWINGS PROVIDED 0 DED BY CITY OF RENTON SHOW EXISTING 8 SANITARY LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. 10 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12" PETROLEUM LINE. POTHOLING SHALL BE CONDUCTED WITH A REPRENSENTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT 5 HOLLY WILIJAMSON 425 235-7736, OLYMPIC PIPEUN PRI OR TO CONSTRUCTION AND ORDERING E MATERIALS TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. 0 8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS. _5 n d c � , a k ® '®1 i s .,; .. RING A COVER. CA j 1. C3i� N G N�� �2 R CONCRETE BL�C!(INfff�'- ANCwLE. TYPICAL SIDE SE�,R ELEVATI ON. OF TEE AT 1�AItI ;25 REV QN " . . " 48 .MW ��" MH fi0 MH .A. .$. .C. .�. .E. -- 46" " 8 MIN. " 5 MIN " 24 FAIN, : " 27 . I.D. 54" 8" MIN. 5.5" MIN. 24 MIN; 24" I.D. 60" 1 8" MIN.. 6" MIN. 42" MIN., 30" I.D. 0 4 Oki III MA, 4 TIMM [NAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK if 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84; SEE SHEET CO.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58' WEST; SEE SHEET CO.O. ommm BEE LG IJ NVIUI JVUI OIIVUL, JUIM OVU, I OWIIRI, VV^ VOW0 4W.J0J.4'►44 ICI. I NO. I. REVISION I BY I DATE I APPR I Ate: 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL V 1 ORZ. 1 " =40' VERT. 1"=10' I ONE INCH I AT FUIL SCNJE E NOF ow mm Sc" AOCONWALY RECOMMENDED FOR APPROVAL BY BY BY • oil ® Lf CITY OF M` RENTON Planning /Building /Public Works Dept. -- CHECKED FOR COMPLIANCE RECORD - DRAWING TO CITY STANDARDS -- REUSE OF t'10(XIMEN13 DATE THS DOMIT HAS SEEN NO EEECTWW LLY N OF �7HS', UNAURWRI�: AUERATON ANY OF THE NF TbON DOMWT WILL NYNNATE THE DWAENT, DATE THE IDEAS NWRP�OR IM HEIMN, AS iW - -- - - DATE RNSTRUNENT OF PROFESSIONAL SERWCE, IS THE PROPERTY OF AHN, AND LS NOT TO DE USED, N NU OR N PART, FOR ANY OTTER PROJECT WTORWIT'W 4M AUTHO M71 N OF MOO CEDAR RIVER CORPORATE PARK mm 06 /05/07 a o F O DOW FW- � CRUWFINO W. SEWER PROFILE, C5.1 NOTES AND DETAILS SHW` 24 17 M o iii an 270 • SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OLYMPIC PIPELINE GENERAL 11I E S CITY OF RENTON, KING COUNTY, WASHINGTON OLYMPIC PIPE LINE COMPANY ('OPEC'), WHICH IS OPERATED BY BP PIPELINES (NORTH AMERICA) INC. ('BP'), IS COMMITTED TO ENVIRONMENTAL STEWARDSHIP AND MAINTAINING THE SAFETY OF ITS EMPLOYEES, CONTRACTORS AND THE GENERAL PUBLIC. THE PIPELINES BP /OPLC OPERATES TRANSPORT VARIOUS LIQUIDS AT HIGH PRESSURE, AND DO SO VERY SAFELY EACH AND EVERY DAY. THERE ARE HOWEVER, POTENTIAL HAZARDS ASSOCIATED WITH CONSTRUCTION OR EXCAVATION WORK AROUND PIPELINES. AS A RESULT OF THESE POTENTIAL HAZARDS, AND IN COMPLIANCE WITH THE REQUIREMENTS IMPOSED UPON BP /OPLC AS AN INDUSTRY REGULATED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND OFFICE OF PIPELINE SAFETY, THE FOLLOWING LIST OF GENERAL REQUIREMENTS FOR WORKING ON THE PIPELINE RIGHTS —OF —WAY HAS BEEN COMPILED. GENERAL SAFETY REQUIREMETa • WASHINGTON ONE —CALL AT 1 -800- 424 -5555 OR OREGON ONE —CALL AT 1- 800 - 332 -2344 MUST BE CONTACTED AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE ANY CONSTRUCTION AND OR EXCAVATION ACTIVITIES ARE INITIATED WITHIN THE PIPELINE RIGHT OF WAY SO THAT OPLC MAY HAVE A REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE. (THERE IS NO COST TO THE THIRD PARTY CONTRACTOR TO USE THE ONE —CALL NOTIFICATION SERVICE. HOWEVER, FAILURE TO UTILIZE THE ONE —CALL SERVICE CAN BE QUITE COSTLY IN TERMS OF UNNECESSARY RISK FOR THE CONTRACTOR/EXCAVATOR, THEIR EMPLOYEES, INNOCENT BYSTANDERS, PERSONAL PROPERTY OF OTHER AND THE ENVIRONMENT; AS WELL AS POTENTIAL CIVIL PENALTIES AND /OR FINES.) • TO HAVE THE PIPELINE PHYSICALLY LOCATED AND DEPTH VERIFIED, PLEASE CALL OPLC'S FIELD PROJECT OFFICE AT (425) 235 -7767 OR THE DAMAGE PREVENTION OFFICE AT (425) 981 -2517. • OPLC REQUIRES A REPRESENTATIVE/INSPECTOR ON SITE WHEN ANY WORK IS BEING PERFORMED WITHIN TEN FEET (10') OF THE PIPELINE(S) OR IF THE REACH OF MECHANIZED EQUIPMENT IS CAPABLE OF EXTENDING WITHIN TEN FEET (10') OF THE PIPELINE(S). FORTY —EIGHT (48) HOURS PRIOR NOTICE TO OPLC IS HIGHLY RECOMMENDED FOR ANY WORK. NOTICE TO OPLC DOES NOT RELIEVE THE CONTRACTOR OF ANY NOTIFICATION RESPONSIBILITY TO THE APPROPRIATE STATE ONE —CALL SYSTEM. • OPLC REQUIRES DETAILED CONSTRUCTION PLANS AND OR DRAWINGS FOR ANY WORK WITHIN THE PIPELINE EASEMENT. OPLC REQUESTS AT LEAST 10 WORKING DAYS FOR REVIEW AND COMMENTS /APPROVAL OF PLANS. PLANS AND DRAWINGS SHOULD BE SUBMITTED TO OLYMPIC PIPELINE COMPANY, FIELD PROJECT OFFICE, 2319 LIND AVE, SW, RENTON WA 98055. • THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE PIPELINE LOCATION ADDED TO THE CONSTRUCTION DRAWINGS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR TAKING ALL THE NECESSARY SAFETY PRECAUTIONS AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGES CAUSED TO THE PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. EXCAVATION SPECIFIC REQUIREMENTS' • NO EXCAVATION OR CONSTRUCTION ACTIVITY WILL BE PERMITTED IN THE VICINITY OF THE PIPELINE(S) UNTIL ALL APPROPRIATE COMMUNICATIONS HAVE BEEN MADE WITH OPLC'S FIELD PROJECTS AND ENGINEERING PERSONNEL. • THERE SHALL BE NO EXCAVATION OR BACKFILLING WITHIN THE PIPELINE RIGHT OF WAY FOR ANY REASON WITHOUT A REPRESENTATIVE FROM OPLC ON SITE STATING PERMISSION. • IN SOME INSTANCES, EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES AROUND CERTAIN PIPELINES CAN BE CONDUCTED SAFELY ONLY WHEN THE PIPELINE OPERATING PRESSURE HAS BEEN REDUCED. • CONTRACTORS ARE THEREFORE CAU11ONED THAT EXCAVATION WHICH EXPOSES OR SIGNIFICANTLY REDUCES THE COVER OVER A PIPELINE MAY HAVE TO BE DELAYED UNTIL THE REDUCED PRESSURE IS ACHIEVED. GENERAL CONSTRUCTION ACTIVITIES® • THE CONTRACTOR SHALL NOT BE PERMITTED TO TRANSPORT CONSTRUCTION MATERIALS OR EQUIPMENT LONGITUDINALLY OVER THE PIPELINE. • ANY REQUIRED RELOCATION OR ENCASEMENT OF THE PIPELINE(S) WILL BE AT THE DEVELOPER'S EXPENSE. • DEVELOPMENT GRADING SHOULD NOT REMOVE ANY OF THE EXISTING GROUND COVER FROM; OR ADD EXCESSIVE FILL OVER THE PIPELINE(S). OPLC'S PRIOR APPROVAL TO ADD FILL IS REQUIRED. • WHERE IT IS NECESSARY FOR CONSTRUC11ON EQUIPMENT (I.E. TRACTORS, BACKHOES, DUMP TRUCKS ETC.) OR EQUIPMENT TRANSPORTING CONSTRUCTION MATERIALS TO CROSS THE PIPELINE TO GAIN ACCESS TO THE JOB SITE, A CROSSING SHALL BE CONSTRUCTED AT A 90 DEGREE ANGLE TO THE PIPELINE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING THE PIPELINE DEPENDING ON DEPTH, SOIL CONDITIONS AND TYPE OF EQUIPMENT USING EITHER FILL OR STEEL SHEETING FOR PROTECTION. OTHER MEANS OF TEMPORARY CROSSING TO PROTECT THE PIPELINE MAY BE CONSIDERED BY OPLC AFTER EVALUATION AND APPROVAL BY OPLC ENGINEERING. • NO TRACK TYPE CONSTRUCTION EQUIPMENT SHALL BE PERMITTED TO PIVOT OR TURN DIRECTLY OVER THE TOP OF THE PIPELINE. • A SCRAPER OR PAN TYPE TRACTOR SHAM NOT BE USED FOR REMOVAL OF SOIL WITHIN TEN FEET (10') OF THE CENTERLINE OF THE PIPELINE. RUBBER TIRE OR SMALL TRACK TYPE EQUIPMENT IS AN ACCEPTABLE ALTERNATIVE. • A SHEEPSFOOT ROLLER SHALL NOT BE USED FOR COMPACTION PURPOSES WITHIN FIVE FEET (5) OF THE CENTERLINE OF THE PIPELINE. • NO VIBRATORY ROLLERS SHALL BE USED WITHIN THREE FEET (3') OF THE CENTERLINE OF THE PIPELINE UNTIL THE COMPACTED COVER OVER THE PIPELINE HAS REACHED A DEPTH OF THREE AND ONE —HALF FEET (31). PARKING LOTS, ROADS, DRIVEWAYS, FENCES AND STRUCTURES • NO PERMANENT STRUCTURES MAY BE CONSTRUCTED ON THE PIPELINE RIGHT OF WAY. • NO ROADS OR FENCES SHALL RUN PARALLEL TO THE PIPELINE WITHIN THE PIPELINE RIGHT OF WAY. ROADS AND FENCES SHALL CROSS THE PIPELINE RIGHT OF WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE. IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. FENCE POSTS MUST MAINTAIN A MINIMUM THREE FEET (3') CLEARANCE OFF THE PIPELINE(S) WHEN CROSSING THE EASEMENT. • THERE SHALL BE A MINIMUM VERTICAL SEPARATION OF TWO FEET (2') BETWEEN THE PIPELINE AND ANY UNDERGROUND STRUCTURE. • A MINIMUM OF FIVE FEET (6) OF COVER IS REQUIRED FOR ALL ROAD CROSSINGS, AND THREE FEET (3) FOR DRIVEWAYS, HOWEVER A STRESS FACTOR CALCULATION MAY BE NEEDED TO DETERMINE THE ACTUAL AMOUNT OF COVER REQUIRED DEPENDING ON SOIL CONDITIONS AND OTHER CIRCUMSTANCES. • PROPOSALS FOR PARKING LOT CONSTRUCTION ON THE PIPELINE RIGHT OF WAY ARE DISCOURAGED. ASPHALT PAVING MAY BE PERMITTED AS AN EXCEPTION UNDER CERTAIN CONDITIONS WITH AN AGREEMENT EXECUTED BY THE PROPERTY OWNER AND OPLC. THE AGREEMENT GRANTS OPLC THE RIGHT TO EXCAVATE WITHIN THE PAVEMENT AREA FOR ANY PIPELINE MAINTENANCE THAT MAY BE NECESSARY IN THE FUTURE AND ACKNOWLEDGES THE PROPERTY OWNER AS THE PARTY RESPONSIBLE FOR THE EXPENSE OF PAVEMENT REPLACEMENT. IF A PARKING LOT IS PERMITTED BY OPLC A MINIMUM OF FOUR FEET (4') OF COVER WILL BE REQUIRED. HOWEVER OPLC WILL EVALUATE EACH PROPOSAL ON AN INDIVIDUAL BASIS, AND MAY IMPOSE ADDITIONAL REQUIREMENTS. • CONCRETE PAVEMENT IS DISCOURAGED; AND IN MOST INSTANCES WILL NOT BE ALLOWED. A MINIMUM OF THREE FEET (3') OF COVER IS REQUIRED FOR ALL DRAINAGE DITCHES. • NO STRUCTURES SUCH AS MANHOLES, CATCH BASINS, THRUST BLOCKS OR FIRE HYDRANTS SHALL BE LOCATED OVER THE PIPELINE. A MINIMUM HORIZONTAL CLEARANCE OF TEN FEET (10') IS REQUIRED BETWEEN THE STRUCTURE AND PIPELINE. FOREIGN LINE OR UTILITY CROSSINGS • ALL FOREIGN LINES SHALL CROSS THE PIPELINE RIGHT —OF —WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE. • IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. IN NO INSTANCE SHALL THE FOREIGN LINE BE PLACED PARALLEL TO THE PIPELINE. WITHIN THE PIPELINE RIGHT —OF —WAY. • THE FOREIGN LINE SHALL CROSS UNDER THE PIPELINE WITH AT LEAST TWO FEET (2') OF VERTICAL SEPARATION UNLESS THE PIPELINE IS AT A PROHIBITIVE DEPTH. IN SUCH CASES, OPLC PERSONNEL WILL REVIEW AND EVALUATE THE PROPOSED CROSSING LOCATION TO DETERMINE IF IT WILL BE ALLOWABLE FOR THE FOREIGN LINE TO CROSS ABOVE. • IF THE FOREIGN LINE IS A TELECOMMUNICATIONS CABLE, POWER CABLE OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE PLACED IN SCHEDULE 40 PVC CONDUIT, OR GREATER, FOR A LINEAR DISTANCE EXTENDING TEN FEET (10') ON EITHER SIDE OF CENTERLJNE OF THE PIPELINE. IN THE CASE OF A POWER CABLE IT SHALL BE ENCASED IN RED —DYED CONCRETE FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF CENTERLINE OF PIPELINE. • A UTILITY WITH A CATHODICALLY PROTECTED FOREIGN LINE WHICH CROSSES OR IS PLACED ADJACENT TO OPLC'S PIPELINE(S) MUST INSTALL A TEST POINT AND PERFORM INTERFERENCE TESTING BETWEEN THE UTILITY AND OPLC. PLEASE CONTACT OPLC'S CORROSION TECHNICIAN BY CALLING OUR MAIN OFFICE AT (425) 226 -8883. • BELOW GROUND WARNING TAPE SHALL BE PLACED IN THE DITCH LINE ABOVE THE FOREIGN LINE. THE WARNING TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT (1') BELOW THE FINAL SURFACE GRADE/ELEVATION. THE WARNING TAPE SHALL EXTEND FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. LANDSCAPE AND VEGETATIO e • NO TREES ARE ALLOWED ON THE PIPELINE RIGHT OF WAY. OPLC MAY PERMIT THE INSTALLATION OF LIMITED LANDSCAPING AND MINOR SHRUBBERY PLANTINGS WITH A VERBAL COMMUNICATION. FOR MAJOR DEVELOPMENT, LANDSCAPING PLANS MUST FIRST BE SUBMITTED IN WRITING TO OPLC FOR REVIEW AND APPROVAL ANY PLANTINGS THAT RESTRICT EFFICIENT AERIAL INSPECTION OR LIMIT ACCESS TO THE EASEMENT AREA WILL BE CONSIDERED AN INTERFERENCE AND MUST BE ADDRESSED ACCORDINGLY OPLC RESERVES THE RIGHT TO IMPOSE FURTHER STIPULATIONS OR REQUIREMENTS CONSISTENT WITH EACH INDIVIDUAL EASEMENT OR SITUATION. SHOULD YOU ANTICIPATE ANY PROBLEMS REGARDING THESE REQUIREMENTS PLEASE CONTACT OPLC'S FIELD PROJECT OFFICE AT (425)235 -7767. CMI Engineers VERTICAL DATUM UNAM 81 Stnrctural Engineers CITY OF RENTON BASED ON CITY BENCHMARK # 1160 FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET Landscape Architects EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN Community Planners OF AN EAST —WEST PIPELINE RIGHT —OF —WAY. ELEVATION = 18.84; SEE SHEET CO.O. — CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ® Land Surveyors Neighbors RECORD DRAWING HORIZON WATER METER LOCATIONS &SERVICE PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA SEATTLE 23RD STREET. BEARING NORTH 89'51'58' WEST, SEE SHEET CO.0. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO REVISION 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NOTES SANITARY SEWER & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA11ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER 'PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SAIISFAC11ON OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA11ON IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHAM INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �imlfflam 1 ® 41#1 1 AS SHOWN ONE INCH xr FULL SCALE F NOr ONE NON SrAE A0000MMY IECOMMENDED FOR APPROVAL BY RY BY RECORD NOTE 01/23/08 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. • CITY OF RENTON Planning /Building /Public Works Dept. °f TONAL V'� EXPIRES 7 / 14 /VT CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD- DRAWIl REUSE OF DOWMEN75 7NIS DOW ENT HAS 8EETI SIM aRTRda alf IN � N AM O NFMTO 01� DATE U ALIE 10 OF ANY R DOWDIT NHL WVAUDATE THE DWABIT, DATE u� WINICAIN me 1 TIM H IDEAS w AS Al NSIRUNENT OF PROFESSMAL SERMCE IS R PROPERTY AHBL AND IS HDT TO K USED, N NHOLE OR IN PART, FOR DATE OTHER M ECT mum MRTTEN AUIIIOAIZATNN OF AN DM. CEDAR RIVER CORPORATE PARK OLYMPIC PIPELINE F No: AND SANITARY SEWER C5.2 NOTES 18 '24 lEto d n � p � N O s X W 0 v 0 s CJ a 'a -----------.--- - 40 0 20 40 so I I —_ I I I CEDAR RIVER CORPORATE PARK � I I - Se Ir < CL � . I = = SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ( Rf FZET ) I CIT 7, KING Q I N, Y, WASH�NQIP, N. 1 inah = 40 ft � " ,_Y� OF RENTON O ,,T \ -.; I � I 1, I I � I_— j 1 \,, �, - 1� I,_ , -, ,�.;� , . I I I I I - " 1� � ­_ ­I�,- , " �, , ", ­) �`A"­­ i "I I �, .,� 1� � I ,I �,� I � " ,� .,��, a I - - I III ,� � �;tI5 - � _ " " ,,'�,,,�"" W(-'- il_,��' NL I � __ � I _4 - � - — 11-6i" . - - "I - - - - — . 77" .,� .. �, `1_11 I 1, I I ­ 1 � I � � , � !� ""I, , .,� ­ � ------ 7__�,,I­ - - - - - - , --T- "r- - - - I 11 " ­ - - , - I , -, 11 � � � " _ I �_f "" , I - - ,� , ", ' ) I" 1% SE" REBAR & CAP­­ I i � - ,-?,i �,;�',' ,,- q�� -.111., ­ I ", , "' , _ I T.CX '� -, Z I 1- "I , , ,�111LII - 11 � -4. - 1�1� � . 11 I I 1�1 - , ,0: xj ,',,�. �), 3V , '. �, _ �',�,� " , � _�� , 7 � 111/ 1§ I I � - ­'�,,� ,� I "', ' , ,��_ 1-1 It, 1�) '. : M Lcu�_ , �,,, �_, ,��- i ,� " - I I ! w I , . , - I - " , ,;� 11, ,� �. I I 1'.1 - - ­­_�-, ,Tl __ o I "-11� `�" ,,��, �NN ,� CI"11. I. - �111 - -1 I �� ,1 1, � �, 11 �,"'I'_?"l- iI,�� _<S �, I -1, I I _11, _ , , . I I � I ) ­1 11 , , ,01 11" LS -422333 9 � I _ '121� I " , I­ i I . 1- ,r� I.., " ­=�', �`­�z ---- ---- ��, ­ �, 111­1­_­­4�z " I—_ __ ­ �, _ , I - , �,-,,,,­,,,,�,,,��, - 11 � ,,�' ", - � � " , ­1­1CX1_1__ ---�_ , " � _1_ , � __ ­ I - w ___ I., ; 1 4�- '�z . ,,, __ ,_ _'� - \ �:, '�11 �__ ­ ­­­ . I I � I __ . _­­ ­.11 I__ __ ­1 - 11 ­ ,��I_ ,,,�V_­_ ­_­ ,--j,,-,,,- , '11, IV '­ t __ � I.," I � _'� -: , ­- 1___ - �_­­ .6 �, ­­ ,�"'­ �­�,_ ____ - A­ � <1"__ 4 - _11­ , � a" ­­-, , ­__1_111-1_,__, , � . _:��:711 I ____­,�,� 11. � 11 'o I HBL E ZI , I . I- � ,­ _ I ,� '�' - , �,� - ,�, 31e, �!� I ,��, - , - (� , ", . , I �� �"'� ,:, ,ii-A I 1v I , __-, � - I I I � 'k : \,�,,,� I , , ".;:� _ _�, - , �__ �,�.�"_,��n� I � 'I', " ­�, . ­�, ,�", 4 ,,-,' ;? , , " " � - - 7 --I ...... ..... - -­-­­__ � , �, - ,,�­, ��_ ­. ­ 11 e� , , __ '4L_ 111-111--­ ­�D _.��-;:��:` I'M' I _��,._­_ 1__________ _­_ __`I__­ , 4 ", I" � � e .­ ­111 111-­.111111 _ .----., , ��`­ 11�1­ � .11111­­ _,�__ � . ,_ el I I - ­_ ­_­ " , 0 - I - -Ir � ___ " -1 __ 11 , , . - - ___ , 1�1 , 1­ ­� ,­ _ ,11, 11 , �-u ''I '�, ,_ ­,�, �� __ �` -, , � 1­1 _., 1­1 ­11 1- � V J, , c"', 4 t , . I , , -7 " , _,-, '�" , - I 11�10' I N .1-11 ­11 ��"). ,,, 0 1 - , �, - - -::, - --,^- - ­­ _11--l!", - " " - - ­11- 1.111 ­­_ ��___: " 1 ,7 , ­­ ­­ , _ 1, ­­ ­­. - 1­ - , - - =11�1­­;:,. ­IM:­ , - I—— .11.__­.,__­=_, 1, , , - , ­ -, �, - .1 - I . f4 ­_=__��:_ "'.", ­­­ ........ ­­­ I ­� ­ 1 ­­111­_,­_­­­ _. _L . ; ":v ___ __ __ _­ ­­ � ..... - ­ -, _", - #��, ,:_� - _, '.'-.-- ___ _ � - - I - ­ ­ ­­ .,.-, . � ­­111 1­11- ­11 -, ,- ,�- - ­- , - - ------ ___ __._ - - - - - - �:����­:�'____, V;6��_:_;i�":,�. _ I _ I � ,, �,, I—- - -,5:� �=---_,.:�7,_Z, � 4 ,:,q�','�:�: ... � - ­-, - ­ _ - `47--'35!�E- 1-0694 -44��­- .---":, �';�p,',-_,-.� - ---------- ::::--. -----_: i , 11 1-1 - .1 --- I 111.1- ­­_ "I ­ . : .... � . ...... � ___ ___ , I L -- ­��,,I�­­ -- - - - - I—— 1. "�IX7 .... .... - _��,� 18 , , ') __L_:� ... __ ----- -- ___ � ,� 1.11-1 I—- I %�� - ­z­ 1­111 ,� I 11,C ',__ ��:,"�','�', ;� __,� , ­ , , , . � A", ""' ...... * ) I I I i` I __ - , v _�� 11­ 1� _ , ­ , I � _� I 11�`�) _ _9 I '. ----- � __ � � . . . . . I 11­ ­ ... 11.11, � !!!T _T!w-�._�""_ I -11".. ­11111 � _=�8 - .1 1­1 , �4 "=�-,__ -.4-- "" _­-, ;;i I I , " '" � ­" ­­-7-7­ ­­ �111r_"- --- - ­­­�,­­i_"w.;_ I ,� � - ­­­ .1 7 __!T- __!!�_ '"-"--"-",-,W.",It-l�'---.L---,,- __­ --- ,-,--- � ,- - �­_Z 77 ...... 7, — , -b--*ww.w�­­.,__ - -11 - ;,!� , "' 1_1­ ­­_ ­1­1 ,I.- ,+ I- ___ __ ____ .... �71 C$j ­. I .1 ebl": - � - - I -I, I ...... I --r - ------- ,__ _-, ­­ I—— ­.1_1 � - ­­.. ­­ -.1. 1111­1­ I . - - I 7 I 11,�,� n M, � 11-11 ­­11 ­.. ­­­ ­1_ , ", f ­1 ­­ ­ -1. ,�, I—, - - '7 I, I "'A �­ \, I , & 'OL 1z _ � I \ n 22LF 1 Bit CPEP I . ", . ", 1. "r,", '�, < ;';, � i� I I , ... 11 � 0 .. I �_,� I - �iu 4��'r;i,,)M,%,(M.: L(�X'4 '77 - ��'�" , P O.. ��� _... ,�j ,_ 1. UIN - - __ I , ��__t,k �, - I" I ,�, , ,� , - I 11 " ­_ , i . + , � —,. f I .., V, I ;, , , "Ci !� I31C�Ri.E&_-__ ­_ .. - ___-_ ­ - ... - ­­­ -- - --- ­.- � 1! � E-E-_ ­ - .±,��t­ - � ,::t,�,.F'.','�-��k;...�;,,.-.,���""L-.�—. ­7­ 11 I I - CRT"­­­­­ ..._t:ff_.._.._ -.;�7...-.�!.-.-'..',I,���-..-...-...-...-..-... / . ... --- I 1� I 11 1� I ""'N � nI ,,�, c" �,`, �­R � , -...-.,. � . -,.,,-.. I ', Yf. . _I':..-,..-- . - 11 f � v , "* I � ­­ . / --------- j— - � I 1�tl '\ �,, I ,� �, ' 'A, -1, __ .". , �. - � , - 1, " I I . U t wt:­ j­ - , I ­­ - - . . . .. " ... ., . 11 (,-� " I . ;�- WKER I t� , , 'i - �, ,-',-: .. __ a , - . , t, - i 1), 1 C _­'­ "" . , � - , - [��-�,�.�7 I'll - , ­­., 0 D, :'::._.=:!4,q�2j.._­.­.. �­ �L...�2:..,, .. _:�"_"... ,�,� ... ) , . - I . ,_ _ NORTH BIOSWALE , , * I .1 I �',,,,,� 4VAR , �,�� ) .,\ - * ", , . - , " � I . .1.1-11 ­� .. N".I.-.1'.. .", " ", ��, I i 4 `_' , -�*_ ,,�, �-,**"�*-�",'�,��i��i,.",:"�";"-�."-",.;!-*�"", \ 11 i I, ��,�­ i ___ _�' IV I I '. I ,� .,..;'.',,,.�...�,�'. %,., . , - . %_0 �> , I ..'� � ,� ..;� - - ..'� ,.,.! � � . _ : I � - . . . ­1 . ��i�:,, ,� � t" .. ..".i .. 1� � 1 , !01_�,. � I i -,,,,.,I , ��, b, ,,, I � I - . ,;.,� _.-,�,­ _1 ­�� 1. , " � _ � : - � . ­.­ . .. � , I '"' -_ ....,".'..�II.",�.,.*-,'P.�*'�!i�-..-'I ,,�NT I 11 I ,,, \ _�, ­_�� I ,/''-�".�-.--.-.-.:-���-��.:��� ­_ - -, I � � ,�,_�: , ;: , .i::5��.-!�_ I -, .., ..,;, .- __....". �, ,,fk- .11 , I .::�, � I I "._.�:_*.'.,',_�',' � � "t, , --__-_1 i 11 4^ � ­��:, - � � _­­ ... I 1.­­11­1_____ � , - I- . I "� '. �, \ t I I I ME - f,,�, If 1. _ ,.L.._..._1'�L1-_ - ____ "" \ \ � Ir I I � , I & I I I ,�,., ., �, � �, I ­­Z­=�:_�.L_;_­ ... �­_=­._.,:,_=­­___ I _11111_1­_ . 1I.- 1_1.­ �\ .-- � \ _�_ r I'll; , _�v t ,� Z�l ­­ -lz.-...-...-,..-...-,..-...-...-,.. ­_..._­_.._.­.­ _4_4�_, ... . ... ___,..4_'�--m-_.. 1 \\ - !=:::===�_�* ­11 294LF 18" cPEP .. �.--� '�'-�f , I I+ "I \ I , ""y . " J_ ) - � \X � I _::9: j ,� I ")t-1 ­�=�­_�: ... . ... _... _=�i,=::==;,�,_:�:��:: . 4I - I ­*­,­4,_­_­_­ .. __ 4� Z_ 4 , 1� � , ,.,sl � _1.11 f4�i - - N - -I,!z,- - - - - � - _.______­_..._.1. . _z:_..._._ — 11 ,.,.,] 1 1 - � '. I " . -",-"*-"*-,�-I'l-Ill-...-.�.-...-.-.-.-.-..--.-.-...-...-...-.,.-.*-"*—. D I-V(; I - D "',+, . j 1114 I—— . .... ", �if�, rj t � __ __ - — - I N 1\ __ \ ... I I",,'-, - 4 _, � . � � , 11 - � .� �, I � it�l � - __ V ... . I I \, \ \��, ------ �n ------ � I . . _ " - � ,,, � .­I; -, �,_V t I - 4.) + __ Z - — kll�, \ I Lr 67LF 1 0- CL52 , ) - I F �- � - - :1, I I I k 1. - N I '-V I . - - 1 ' I .* I 11 I I i 41 1 1 (� k I .. � C. rp i � 1 i"Al I - � N, \ " id VNI - - - I � � \ I , 1 : 1:, " '� � "I f r I 1 �4 , I TMH 0 1 1 " I � -_ _,IFi1(i1wM,9QU!F. Pq -_ �_ = - - e, \ \ 0 ��� I I i . � ET REBAR Ik C'AP \ -----" � 4 I �, I Q$ U')"IU � , I % -5?1 ___ 6,10 �78LF 10 52 � I ' -, " A, " L� t'�,--- / --- _,747 1 1 � D , � �,,­­ �, � "I 4 I �, - .1, DETEN�T- ORr PONDec C P � I I" C, I � � I - w . _ , , --kw, , - - � -1 � -- '[ ',",,� __ -1 'i F 2 4 " � �VTFT I ., -1 N �, � 11 , a. ,�_� ,��, #22333 �, f , I � I I I � "FJ_� I � I I ,,.�, 6 ,) . I I "I __ 1. I 1 I , , I I r ') I I 11 3r, I PEF I I , � '] � I i I tt,., I 11 0 - �� ,.� I . §1 I , ­� I � ,�, I � � LPEP ���. . , , - I C�l I ,"", _:�1111 ,-<,-, I I A 6 D D . " �. .. :..� . , — - — I - � ­ � P"', L I- f, I.. .. I 74LF ') . _.� � ... . , --- '. i TN lit I � ,. �!'. ,: ... �:­ * * CP5 � k�_1i1wL____ _;1 1\1" 1. - : �. -�,:-.:�,.:: ..- 11 ;;;��:,,�," ­­ ,---,. ,.�,,.­;rj��3 .�� ­1 , ,��i, - wi — ". . - 21ILF 10" "I ..,. ... . , . � .. . ,� " " - - ................... � 6�� _ _ __ ­_ � W �� " � -:.,A � - . I I � -�'�.. - _-, __ -_ , Met \ __ �� ;; . I , I . ; ....'� � 13'� - 11 __. 1-1-1 ;;;�;� _- __ ! � - F '_ 1, ­ - 1, .. ".. . . 4.. �. _� - ,.,, , � ;�' ., - ­�.,, � % � \ .. I - �. I r��,�,, _ � .1 , """ I F, =!_, __� , , 4 N`�_ - __ - - , r � - � � ­­ PRIVATE 146LF 8" Pt I , q . � . . I- A� " -­ I � ­­.. ­11�. � I '.6 " -- � 1. I � I 1 7-- ,I,, I I ,�, � , , "I � '9 1 00.80% N ,� ... i � �M77 ­ �S�p I , �,:` N 8 9 18 V9 44�- 77r -"�F_o .. ...... . ­ , , ^ , � , , " a --- Mb, 'C' � I I ,� i " , : I - 10 :: . I � I � - ­­ " �- 1 r,L � ,<I',- L4_ \ , . __ ! I 1 � F I , . A"q� " 'R - Uj � I , r�f : , �, ,.,.� A I",\ n \__' ., � , --- 4 ,_ I I 11 -___ �,,�'l , r I I , ! " 4 s,,�� _ ��_, � I �> - V �.f , I - qx� t , 11, � I 1P � - - ---- - - � A I., , I "I k�l !,t� cl� � �_ e�A_4� ­� � . . - � - � 'k. ____<>--,- ­- _­��.____.C,4& 1'1� > I L r I _�_ � 1. ____.<0). Q - - - , _:� --- _< -1 I . 0 �,_ � b 11 � , -- �,�� . . . . . . � I . 'j, �­. / 111. j, /,;"�') � I - ___()_______0____2 " I >" twl. '' I T I "t 1 1 - � _ ; � — — - 1�1 10. � (n I - _�,�, V'01 I I 14 .t. ­­... -f I — — `,�Lm -8" Q - I . I . � f j - � 1: I I CN , I &O " W ( R ) r;q��s a __ V \ . � 1? *.1 ." N � � i -q,, 1� , - \ .. . I , �, � I i , ,,rm,q..� nn, �,�', I -, I 'I"_ �_____ I , ;T 1_,�\��. i I" I � \ I..,:".'',,.,",..���-...LLLL.�.�.'�::��,�,.;.. - , � - " � .� ..: -�-.a. I.,­. 11 .11 rL I I � '11 IF .., ��,: I .:...'''.�.X" 11F.. "...'..'. " �� ',�� :.��.;'�..� .. �_; . . , I J:­ ­­­- rj � +�F" �, A* 1, I .... ­­­­....�j:, 1, 'r, .. ..'': I .. I, %,�. - 1� I � "I . I I .... ... _ e - ,_. � . ...�,�., " ­:r � . ...­,. * " '1� �.., �.-'..;­ 1, ., �­,,:, I �', . % ,� ,,, - ;: � , _: :. " . - ` �,�,< '.� I' A�'�:;�� , . .1 1. W I ,1 \ � . �, �- ", : , .. 31 . ,:, , � - . - i � I .� , 1 [�_ r/_�.V :�� . 1, I - '. -p 1 N, � --I, �,- j . ., .. ., , , .� , - '---- _r I f , IV, T, I 3 .. \ \1 - � M , I I.. - I � . .4 . , W., . I � . - I �..­ �0 M .11 'I, I- / !;�,: . 1. I . . ­ -4 � � I I - , I ��, ", � () !! , - I ... ­,­ I . .. � .1 q I , . I., I &F 24" Ckl? 1) -5 - - 11 'A , � .�:.� * ,�, ,_, � - C. - - 1_8 , I . w 11 "I � \ . .1 I I � ". En . .. . - Ir . I , ! I a 0- I _­­­ 1� \ .!... I �: / 1_,� 11 I '. 1, � 1 ", lm � : rl I "'10 � : - _� , 11\ : * I . F4 .. �, "I" ­­�. / , :: r- P I e , GENERAL NOT9$ - - :i.. . .. y I w I ��,�\ . � I r"', J­ 'I-,' I * - ...; - �, , � 'RIFY EXISTIN ,tp � ix- + � . . 1 41 *1� � I., � _ ,,, ,"i", R 111. �/, , !9. . �-� �n" I I .1 'I'll 1. CONTRACTOR TO POTHOLE AND VE G MAIN SIZE, LOCATION, "I 4 ,� - ----- � , � '" I �� 00 I �,�, ,'�� 'y � /_� i .1 V I 1, , " 4, _0 ` i I E4 , 1, 03 ;;� "" � "V", ,� A : ,) -no .1,� -11 . , M � '11�x MATERIAL AND DEPTH PRIOR TO CONSTRUCTION AND ORDERING MATERIALS., /I 1 'i, * - I tllll� 1�)_ � - - 1� - .M I � I Ili. 1�., U I " I, I "'A .., �, � I .11 F­ '� q; 0 � �`.'. f� I / i , f" � " � "" ... I I I � I i. I I,- ". E"a '. 1. . "k, I -1 � U - " ,� 1), , li. N111 . I z ey, I ,,,,�,,�,, . r- , 1�0 4 1 +, 1� '. I 1. � . I - . LF 18" COEPr' I le ,- 11 � ? .. 1�1, 4 I ;_ C% __r I � �', - I . q_- . :-,�: 11 � . I I � 11,0W :.. I 1� I I , I" ", .;� : '131''. ,I � �( I �­ 2. CONTRACTOR SHALL CONTACT U11LJTY PURVEYORS PRIOR TO CONSTRUCTION TO I I . Ik ! 1. " I ... M ; , �_ " '., ... Y �� 3 1, !#,., , - R I " �. "', -0 L ;c 1, .� , U1 -,. I ` � "' I 1,� . - g I I / (.)..� I ;�,-, , � �. p. : %0 " � � - - ".... . *,'* �,,,� ,,,, ft - � _. ...� , I , 9 .. I - 1. \ .. , ,-INEER IF DISCREPANCIES OR CONFLICTS WITH �11 I�Iil�lf , ­!,�, I PROPOSED BUILDING, PBP - , � " I ,,, " LOCATE UTILITIES. CONTACT ENG . ,.'_t., .� IV , " I �� �,, 11 ',� ... I Z" I � . - ��. ... 1 - !. .. I . � t�_� W�ql , " , 'i f �, I " .4 I , % 11 ... ­ , I � . . ; ; - _ � 11 " �_ 1� a ;� 0, .1 I ..� 4.� 11 I I i I -1, .� I . . I.,. , � I �, - � :-: � �.. � FF III 25.25 ... � .. I �, ; I ,",.�', I � "4 ! 1. I.. � - .. % .. �N ; � , ., i - ­­.- 1� I . �:. � 1_�_ . ll q , . �% I i3 I'll, 11 z I I � / I-) ,��6 ,,, 1. :-, - . I., .1:.01 C-4 t, ­ i . \ � 1,11, I : - 1 ,q- A i, 0 KIM=20.10' ,.N \, . .. , ... APPRO'l )N ­­- , , �,\ :. .__�� t � I'll t .... � I - T � '�, - . � �!� - � .� - ,� I D I �q , . I I ii � , Id �! j _ —, .. t I " -, X I, I Ir. � E 6"CMP S 18.29' 3. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERIMSE ,: 11 , .�,� I . I � `.?, N I J` I I_ Ll I I , 1� �, PP , ,- I .,A , ....., �.: ... ... .. , , , 'it, N", I., � j , I �. � , I � ,�� � A . . . '.t��l , .1 . 'Ir, ,�� �� . I .. �� . 1. �.., 1� , � .... NOTED. ,�� �11 -41ff i !, � , ",� ,�� .. ! / V� /I ,IUS,; -11 --I-..-.,- , �� ,� I ., I , � (n , -, -1 f, � . — . , I''. ­�+ I - - I I I U :.. h I - �'7�51 "', , ` '* - — I i , '_Iq�rY- , �, ��__ " � �� 11 , I .� I, 1. - i -1 __1 i:" — . � , .. If, I , '. /`� , I , � ,�) 1 ') �' �,� _Ir� , 1�. � .�,, , . . I I , . I 11 I 10 -Fj .- . I I I S, 0� I , i -, �� `7111 , , I I 5 J , ,� ,�� ,j ! ��"". . , = '... I — � . / , ­ , - ,:,.Ili ,,�., L ; �, 11, i fF ., . � � i- "I .�. � � I ­ � I I 1 A,3 1 � �� \ - . . � - . �\ - I _ , J " i " ­­ `�"0' 4-,( , , 1, 5 ,�. L-1- .1 .. �' . ;*. =: I , ,I .11 , .. �_. I � 1 1 1 �1, �_' ,�, �1 I L 0 , �� I;;= � I I .1 \ . ." I , 1,J 4. SEE IRRIGATION PLANS FOR IRRIGATION SYSTEM LAYOUT. ,.: w6i.�W� i�� 1, - ­ I �. . -L I i, I J; ��, 1, �.w A ­ ; /, - � , _�. / ­­ ­1 /Y 1 � I) ... , .. � ­j I .. �� -1 _25' Ej , < '1� ­, , � �'j� . � a'. �� 1V I I . : � � . --�j ,:.. - / I ..... , ni__', I � ", �', I I , , :._______-_­1. 7 ". - .7, _ � , '. ::��:.�: ��­ / FFER- --- '-- ­­ " , � 5. SEE SHEET C4.5 FOR PIPE BEDDING AND COMPAC11ON REQUIREMENTS. .. I _,_ , — - _ t�,,,, il I J1 I i?" I I ­ )1 " til &7�-,�� ­­ ., . . � .. . ­1 " , I � - , , , '' :Al. ". - ...6 ., . . � � � w I,". � . . . � 71"� ,�?"%J�.,L. ..�., �.:t , � ­­. : ; , � / - T - �,­ , , . .; f:? �*. , '. _ : i: . : , . ; , ��I­ ..� �. :., , 'I"- . ... - -_ t I y , i , , I � . . . . . r - 1. I � , : '� . _. I - I I * ; .. . .. I I ,I :, � " f '.t , ­L' . �:. , 11-ft .: - 'r . :. �. I � �.. ,�.,.:. ., , '�_, � , I I I � " j 1. I .I! I � � '' :.1.4 . 7 ! ,i,) � i, 1 1 � __ . -, � -1 . ; "'. :, 1� . � 4� "I __... �. 11 ,� . .. - : - . kl'� I ..--, *.-'. i 1 I !I .� � ��_ ­1 ­11­­ W I �, . -,--. r M . . _ �t', I - ,,�,,, ...;. �,� . , ii , n " " " . -1 __ -b . . V ..... P � - ,_ " .., i � r ,� 11 � I", . I . I - . . J � 1 .* ,� , , . I ,111 I �� 4 , " I . `�­­ ",.� I i� PRO L52 . -_ - I I I � /I / " � L",, I - �4. 0 ,. " I � � " 11 ", /)2 0. 5,1 1 I ­,� VIDt 8w DI, C I I I 't , � i" �� I ,�-, ,:"j ��!. ".1 - I z ; I i , " a , .. . " I I , .� I 1 1 - i I i '�� 11 I .10 __ I rl -1 ,1 �­­. ,� :. .. JQV I I V ih, I 11 � i i , I , Nlb `�N __ " I I , ,), 4f 1 �, ­­­­ � � Z� . "..: , C, _411. .: I 11 �. .� �­ , V: qi 'I , - - ,��, �6, - � ... : . —, - _q I T 1� �K� 6. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE IN WETLAND OR WETLAND I I .w . * :,� 1 I "'� , I I 0 I " 1: , .'...� r:: " -1 T " - [ , It) I S -1�11 Cl- : ,. , � I I - I "" (W :,� . I � ; �, I I I '11 , _0 9 . , . , ,� 1� 1, . - . , , ,I,-- Ji e �. i,��`, �'� "I'll ... .�. _. i / /iij!; - � ­ ,_b_ ­_ I 1'11� I T .� o, . - � . ,: I 1 r 1 : ,� 4, 21- I� .1, " j If I - �141_ " , I , I I .. PO : ,,, 4 BUFFERS, UNLESS SPECIFICALLY DIRECTED. I , . I , . , � ,. �`I � I I �h I I , , . , * * I I LJ INT, - � I " � 11 CO- 2'c)_�,, i, w ,q ... I I �_, I - I- . - I � I I i 1) I-) I), , q­p I� i 11 ,., 1, , � = I; ; �: . 1­1 ---. hi, 1 � , i ! / ,�N I " I 01 "', i Z , , ��q_ : � ­­­1­11 �, I..�,., —,r-- It -,�) 6�� 1114vV, I I';' O', ; ..., � a- - '� � � , �,-,, ,-� 9 tl ­ � 1. ,� �ow DOCK LIFT I V - ),P' ­ � \1 , ==.. 7 : I t�� I \ .. ..", nm � I I V r � I ' . !I , . � / "', 4 , I I I � I I I," .... ­­ 95LF 12" CPEP LO : - 11 I I - I - 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL , __­­ : - I 1�­ � , ;.b.;!. ,, ,��). : Ii , / I � 1 ­­­­1 I �.. - - -4 1 � :. ;t� � �, � ."', I - I , , . 'HALL BE CONDUCTED _� " -, -,--"- I M _& I f LOCATION OF EXISTING 12" PETROLEUM LINE. POTHOLING S � I . D 4 83LF 18" CPEP PRIVATE\ ___�t_ j,�. hi I i i i lic, I 4 I ; 1111 - .- I I .. 1. _1 I - � I , , I , , "� , � I I - : . , � "' � I I I - M . .. . , .1 � I 1 . I � . I i­ I ,� I ; I ; � I I I . �. i..''. _Wn_iF_ I � _� - - I'll , IFI! WI LYMPIC PIPELINE PRESENT. CONTACT HOLLY � -1 ­____ .i , : __..1_­__­ )" D- . /*` ,,, .� I I � � I - 0 0 ­� r%— I " f I ",,L,�,:',',`,�' I I ------- ­ , � lill"i 18' CPEP U 3LF 6" PVC - ;:1 , " J . k.. Ij I . : . I �,,,� . I, V . � . , I I , . ,� � . ,*'- 17 + ' I --!.*-- � // 14" � I !;, ++,�, -II � I . _�t -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION i .. I , V.1H I ­ �11 .11, Ul I -,f 1___ . . ..: � - — ` 07.9% !�­:. C14 � * � I �� WH IAMSON (425) 235 Rj ` ' �, � :". � - MF S � 0— - - ,, PROPOSED BUILDING V ... � I I, - I" I . .. ., — _�S .. I 11 I j I ��N I I � � _­­­ , I S __A011L_ — :_ �� I , , , " �)-' i I , WL 1 BLIE 8' DI. CIL 52 Z' * - . 4 14 1 �,+�� I . . A 1.i, 1w - �..! I I ,-­` __�3­1 1� : 1. N AND ORDERING MATERIALS TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ,.", 0)l . PRIVATE 278LF 8" PVC —S OR ,F)"fil: . . ,� I 11 "I'll ��. � ��� � FF III 25.rew ­ I , I �. I , I �'­'" I- _ %,, P �V " 6w PVC 0 1.1% `_ _+.'�' � M 1,1171� 1, �' 11 �( ,,'I � �,� � R. , � " .., � 1. , 00.46% ,,, T . : .., �, 11"'i'll: - ., - i: I - - -1, - I,, i , I 1 , , , , i, - PRIVATE 127LF 1w - Ll: I ..� 4LF 6' PVC . -'a � �.., ------,, I 11.,,�,,, 12 no . , I I I ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. �, - 1: � ­ . � � , 1 i I F5 I !I ,_ - , Y I _ _ - "I 1719, . _ii:_ � � Cv. 9. 1 R" DI, CI 52 . �1 ", . I � , PROPQ'SED BUILDING PA " §a 1, �9 ,� , �,,� " "' , , " � , "'� , 1, - _� F.. . 1, I . _L �� I . i �. I _______, d I . I �.. . . . � � . :� E ... il, f I. I (-,,' � -w V -1 : 1 1 i 11 , �///, ,,, )I , , �-. � 012.9% "1__1 � , ,-�,, " � I I I! _ � , -45 1 IZI W a_ K � _, � - ST !: .',' . � I �0 I � i , I ') :1 1 1 1 � I 1, K/ �-, I f s L, � I U I.1 FF m25.25 8 F2 ,,��\ _.. . 11 It'— �� <', 4 ! 8. PER THE GEOTLCHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC., �, ,� �_ ... - � - :,_ I , "., - �7.'; *.. 'CIO r-�* �� ­ , , 1 , -� . 4 P-: C 0 I WETL; ND / iI T, / ,�, , � , , "t, _ , , ) I, �--� I­ ---� "j, , A.. Ce �iQ�-` ;, \,\ ­ . __� ""'i � il ..: "�, 1 ,� I � � DATED DEC. 7, 20 - SMALL TO LARGER BOULDER SIZED FRAGMENTS OF ,�,, f-.7" 11,1c , � I - *__ - . � .,� " ­­1-­__­­ � CV ,.b",b . I I / "' I 'i " , - , - I � I +. I ,, � I - . �, � . I "I - . Do .� . I It � , I, 11 , -- V! ,,, " 1i . . . CL LLI " _ I I I 1� - . � � . ,i��r� EOTECHNICAL ENGINEER IN ALL TEST PITS . . ; .. , � . A , "-: - = . � .�.. " ,,, . , I I,! , - ,,, I, , - I I , I , I , - q ­­: � ­�,(",,�,_:L , 1 . . . . . � 1, , �, i �. �,Alj _`_ --,--,- . 4? " . I. ,.., 1 � . - , -- " I / , � L , , �, UJ I , � - � I I � IV �� RANG-ING FROM 3- TO 4-FEET BELOW EXISTING GRADE. SEE GEOTECHNICAL ,1 I I 1,,� I � " 1,� . �,� . . � r-" '11 i _,w" I , "P" 1 I 11 ­ �� � 5 �4� �. " 6" �..., I, t; (`�, \ __L!1_ 11 � f IV o �' I i "': I F�l .... .. a- ,� .�, .. i�l . �4 .-a --,-.., ,­�, �,+ ., 7 .1 I ,� � - � . :, , . _ *� I I _� . � i '' I 11 I .'' . " , � 1:� I/ 1,11 " /I I " I " . , . �, , §�Il I f,114, . ­ I illf" 1� ­­­___­__, . . I" I . �- '' 1, ��­ I - � �,, � . Ri t I , � 1 1 � ll ­1. "I � �., - I ,, � - '�_�:�*" - I - .. - ��, i, ."'.I.-, , �. , � , ,,:: , - �, � , '. - .1, .. " .,:.�­_�:...... i — - ., I �� 9 I ­.. 0 .::. 4, " . . 11,� � . � ,.. . I I . 9 % f, 1, /1 1 1 1 I V REPORT. S, I . , . - I I I 0 IL RIM 20.34 � ., . .+ . . .:, .1. ,I ��, I ..., 11., . �. ;:. . . ". "", ; � " I I I ... . , 1� I , � , , � �. ) ! �2 1P !/ ,, I t , ; I f I I �6 I , I I � - I , t , 1 4, VC " - '"7V'C W 17.8 1 ; . +... cc 4; -, .), I I 1� ,� . � � I i; I ; I 1 1 "" �,�' 0 I - . ._ 11 . I +v. . _. 04 1 TJ - q , 11 i, I I c i ­1 -­­ .d.. � 1�,_ I . " I ,; I j � il> I !��, ! ­ IL . " I � , 'I, 0 :1 '� A! I �, I == . I t . n ___ - , f !I! j 9. PER GEOTECHNICAL REP RT, GROUNDWATER SEEPAGE SHOULD BE ANTICIPATED i � !, 1, ­ / i�' j, 11, �� IR�� ­.� � / ,�.;� ----- "I � i ii, ' :. ,�',\, ., I. I 1 1 ` I'01"v,- !!, , . ) I WITH EXCAVA11ONS TO DEPTHS 5 FEET AND GREATER. SEE GEOTECHNICAL , . Fj' IR )LEUM .:� t " " ­ , 1, V.::;�� i , I rq I , � 11�1_, �__ "I , i , I i �, Fl" ;!,: , � I -k, 0 ? , " I ;, , 61 - 'T7 I � , ; I . , I � , I " � i/ � I I I ki�.' __ � ­ i , �, Y I/ , ", 'I" . � . __71- :. �. ...., i ( Ill , I ell , P 11 EL INE 1) � 0 ,�, , N, 11 � �1, A'.. Q!�,,, I ` I �.. -_ M I 1� I i I ; �� I � 1� REPORT FOR DEWATERING AND TRENCHING RECOMMENDATIONS. _�11 - - .. . 1, I 11. ol . 11 - I �b , , �1­11 I V. I'll �1- .i I.. �11 �_ - ... . 11 4 � ��,,, * I; k-R-'-- I , �6 V, I, ,��'�_!_H�_ : .. � I I y f I I '. � I � * ;4 - ,'-/ � I 1 ;., " , '. \. C�_11 ; - 1, I\, 1. _" , � V I " � I * __.. ''.: �' .. �' / ;JN 6 --- _ �j , 1 , I _­ - . I ..� — _r � I L4 I I �'.. I � I , - 1 " �� V i ", I I '. .� !,�.".��; :� �111 '. �� FT N 1) 0� ­_`_oI1j IN i IIII � I , , 1 �-��,Y,, � . .�... �') I / 'i""" .., 1V � ::: I 71 �b� I ! I � ___­­_­­ . I , �. + ��.. ;� �... z , �' I 1. � .. � I 1 � I !� � LL �r- � .., _,�: C� � � ,�, i I ; � �.. I 'Ei / 111 � �1 � �! I " L-111 .�. le .. �� I I � � 77N ___ --- --- ` ( , 0- ____ ��, �3 "" , ; , . 1?�, ''-) , , I 4� � in-, 4 � I ",'' I � � ­� " . 1. Li EGOR'y I 11 I I ; -g: I I I . , I . ----- �11 � . L , A � . , - , , I . �, +rr,11 . �, �ff ­111111 � *y .. t.. . � ... I'll, - ­_ ­11- . I :: C4 i : ,pn I � 3 IJ , 4�,Z' 1 PROPOSED BUILDING PC' I , t �� j, 1 �� 1I I �� I 1, , ,,, 11 I 4 � I -',",�,­ �;�l , : .." I ., � � 11 I .. . -­ - , "� I r, / 0 � ,I',',�, I (D .!6 % .. , I.- - ; , .4, - Ul � ., -&. . Al 1 � � I . I . . .. ': . . . I .... I - 1:� � ii ­ --CCS- 77,7 11 . . FF III 25.25 . � T I I i � I `�- I I , ��b ­, .. �, 4 1 - IV il! I I " i 1 1 1 ,� . � .,�. � , y , , � I , .1 :e.� � I . I '' .. 'r .1. . I . �F � --- -144 - � - � I I, " -11 1p, it 'I ", , I - I .. ", p . I , I , '. . : �.. 9i �,� . -, " � I I . � � I I� , , , , � ** ,... . . .. . * .. '* r// I ­ A,N_ I I.. . . ,.4�,:: � I �, 1, . t . . . , - . , � .. . i � 1., - - 1. . . ­ ,, , "",­­,­ :; .. I I I I � 1 - I . I 11 + : w - I.- "I , I ,�. o I " 'i I i 11:1 I ", 11, �j I ,I i I 1-� . �* ) J., �.. , � : � % , =) 'I, !/ ,� " � � � I I , " it � , " I I "' . �'Ic 4OLF 8" DI, - .... r I I", _P� . t� � i � - ,�� - ,: Ph. t�, �� , . �� ,�, I� , , � , , � I I 11 I , I , �1 - ... . I , ....- I lf-, f� �,.t I i I �i 1, , 11 E Z.-I � , � P 11 4"', 'I-, .. = __ I � / M r "I'll , . 1) - _ - - � �,,'� ____ ------ � t:: 1� ,,, I ck . � I I __ . .. I �. ! 8 RIM=19.74' ... . .. 1. . I ­­ - V ; - _1� I , ­U � , � I :, , 11 . ".. I I I, I I. I '... i. — I ;"! 01 1 t - � 1, �, � I I'J" I " lt'iJt� � -�-3 - ip,l .:� V.), * I / , '; -I'-' � ,,, � � �' _ 2 1 1/1 I � , �__ I I . � : 1,1% 11 . IF, I I ; 1, PI !ii 6"CMP N 17.03' * ", � �%,.� '_, 1111 1 F,:) , I 1 i , , -,f � .4 I �. - -�', , . c I I � .. _. '. I , � 1. � I k )_ "�, .. d., . I - '� 11 I j,"': I 11, , : - 11, , � i't "CMP S 17.03' 1 . , ,�., : �.. $ 1 � ,,, , Q -1., 1��i \\ , . __ j,i 1 1 IV � 1, I .1 : j' f i I 8 , * � . " - 1. A., __ � i I .. ... .1. __ . � " / 'Il - , , , i __ __ � �'.�� I . fl�' ii ! , ,,,,�,� � ',,�kjr� I I C , ., 11 "� �, �, �, r I 1 4 �. : : - I __L I ! I . [:. _� , �il � , � . I - I- - I . - j � I :. I 1 �', I I-'/� ol I i'l , 14L 10-4,"ICL 52 -I..", . JI � � . M , � *i . ,k 11 I I I � , - ..." . . - �!:L-.-J­. ____ .- , I 1, ��, V, .. ., ��? - ...: ,.� . - ,:,.. ,. . ­ . ­,F. .. ., . A ,I At I if I 1/1 , I I 4; '��-1 I . : - - - '.. - . _. 11 �",. , , I ­: * .,­ � �.- � ; , ","t - �� ., '. -_ :� . r � I �; , " , , .1 , �. :.: 1. o; . . , . . . . .. .... I I I I j I ... .1 �. . . �z . _,:!W!..... ,,-�, , - I , , , - !. . .,.I 'c - I 1. .. 0\. 1 i I "', k , , I , 11 �: � �, , �f,­,�,. :11131 � ." �� . �. ��J' �'j F'� / / � " -- , - ­ , � , �:" III I I , . --wn��wil�!�., , .. I I I � / 11 � I ��: ,,-,., i� ­ � V �, � I �.u�n��,,il�!�., ,�.,., N �.,, __ � V'r i I , I � I, g � 7 ,�,�, '?�, , q � . % � A I � . I . I I , I 11 � 19, 1� I ;P* /I f r 61,61 ,,-, - � � . � I 41 .. � I . , - L � .1 I I f w I -, "' I --- " , I i ­­ ,.,�, . ­ �- .. � � 1 i : I , I I !.1_ �-.,. " I �', � I / . - �!� !4 - -11 4 p',/ , , " , I �. J= I I 1 K., " � / *. %.. � `14 I ;� �j --- -�. � I/ ... 1 I I , ,� ,,,�� , -4�� I , I / " I t, " 1;6 ".. � � � I N, --- i� . �; I �I ��� , I . - I , / � ,if ii , � � - , - ;-1-1-15 ,,K,� :'IZ.- � 11 I 11 _ _ I 1" � I . I � i� . ..'�,� __ , �4 , I , � . !: ,�� I '. , I I 39LF 1 0" . \ If I I I- f � 11 : Pk t � F FER � � . A, . �1' [_/., - - �'... . ,I :� � 1 I-1 , , I ,� � .. - , I , " I d� I" , , ': \ 1^; / . 68LF 1 ""I'll' I'll- , I 1 1 1 � I 11 '� �_ .." f � / � 1�/zll ��,, ;­�� ;r. . I 64LF 112" CPEP .��, , - . ' , , � .� _ 'e,� (� I I I � I ; 1, . � . . . .'4 \ 1 I , I �,��, �.j . .. - - _rQ" - . 64LF 12n CPEP Ii�` . ,i;loi-1 ., I i\ 11 6", � 1 '111 , , , I � . I ::1 �. : 0 w j, ___ . - 1� - � ,,, -, � ,�_, ,!' -SIF- I I SOL- ri__ . "I 1� � .. I . .- . I - -� /­ � I . .� �, CPEP --ffi T /�, !I r�', / I � . !!I' - I 111". 11 'I, - - I - - � - - , = I 111til , � I 1­ X� / , . - .., �. 11 I - - I 1 7 - : . � Li- P" " , I , Ae, �/. Am* I .% , - .. � ... , I 1� ll, �\ ;.,��:� I - — D- 0 1. I., * w ­Q>_ "', 1! - � J/ �m L I - ­. . � I ' ; ; ' ' ,I j' /'/ A 1,4, � . : t.. ,;. ". �� I - I 1 � � 1, 1iF � i !.� c-, W - ;,: , , . 6OLF 12' PEP �_ - ..! 1 ­­ , ' _` I I I � I . im . 1. .: : - �'-I . .. "I,­ . " � 01// , _1� � H _� " . . .1 ,.: � . - I I F "" , 11 w / '/ / , . �, - X 1, *6 , I 1, 1��i, I-1 ! � I I � IIIIIIIIIIIIIIII, ,wh nilI &00& qft _ -10 � : . I �% ..�... �_ �.. . , ­ �j F--,, 1 SL 1, I'I I , j � _�, i , , , � J 10 � - . . . ,�.�:� �'.... ,� � . .. . . .. / ", , ", it I 1 _I 11-��'. , , ,� '. - �111 I " - t 14% 'N -.I&- X, 'Ict I '11_�' � I "'] I I ! . � . .. I () � U I , ;� �. I L V I Z 6i �, I I 1100 ­ r I ��, I.: C : � '1V 16* DI, CL52 � —_—_ " _4 ,�_ I � .­ � . - LA_ 1:1 I ­'� R ­_ \ I I 1� , 1: __j I t Ilf I . A., I I , ,,,�- 1- � . . � , "A j I , z �� I j. ....... �\ , 1, lr i �_ i ,,,,,, ! Ir i f� i I -,,,,f � 'tiE) j -, , ,-', oi'v-P, 11 i _v!-J L , 1 , i� , :�; �- �U! �,, �_c � . t I - � Pi - ��, ,, , - ,,, i � k, 11 I _-��u I I � ; , �<� , I - I 'A "�, , , , t, �,�,,, I I" 'A � � i � I 1; I ====:F._,=6___ ... .. � . , Ii I *1 1 OLP' I On DI r4 Sl) � UU � J�:,; I 11. 11 __ - ____ . . . - " I I - , I . /-'- 1�,f,q, / !, -7-1 1 / - � -A � I �! A ,�. 1i Kll�', 'E.R.-u-)­- �' . I , K f , I il � -.j ,�, � I I .t)� BUFFEJ t �1 I � 1!; i 1 1�,, .,�, ,�� � � " , I I 1, "', i I " r- , JI /� -# 1 l"J, I 1 i , � , _� - r I � .I---- . I I 1; � �!\� I I � I 1 I- , "&�, . I ) t, �;i I, i ��t / j �,i - -,, i 11 ( (��, I.. + . --- _. I I L" _­� I ; I ! �jj " I — _W_��, \ / + I _- ", /I 1/1 ., g - . V � 1��, I W 299LF 10" DI 11� I, I I ry ��� I�jl 1 r V­ -- . I CL52\ Sit i'll I I 1 '. " ,/4\ 1 � � t ij 1. 3333 i'.,'� / I f - , -11 L, X- _,g �- 1 17I F Ion "F �V / , ' ' - � "" I - ) ��7, EP ­ ­ A IT '10 __ ,. �v - I , �411 j / ,," � A' J'Ih," 11 WMH S�,r CB RIM=18.80' I ! 0_��, � -,'_�,',",',',_ - , ,4 �_`_'_ _j - � DILC L52ju, - I 4,!,� I �F' A� :'I. - ' k I E 6"CMP N 16.50 11 I 1 � � _ I. _ " I w CP 16� vf�l`�' � /A N 1. " B " -­-­­.-__ - 31 I __ , I I I �,-, I I Th � 11 I jf,'�,:N ,jr*�# -,, C',j , ?ff QK I I - I 1­1 __1. I _ ii.� ,k ,� %P I I I I 1 1 1 ! _ -, � I p\ I 11 'S , I I I I 4- " 4 17 JR.— 1, I I I'll 'N'��11�?­,­j..j V D ( `� F OF V �"- �! i �, I ,� " AF I 9 0 5.1 - t�', I]F , I R �_ � i � 4 H I "I' VIETI-1 M �, � t " ,p I E 8"CMP S 16�50' 1 1 i � � 'I TI I :, i I 11, 4", , , -1 �, I � _�,: j f . 1� I " I " I 21 I I R I ­ 3'eiOPONd I'iiL­.L I �e",*Eo.,�\, IC � I , -1 __1 SE'v 11 L 11 11 1 - .1 _1 ___1I ­ I ,�.­ iN "I � -1 _� I I'' '', I jj�v ra C11 n"Ywi 11 ­" �_­- :IiI � i f *11 __ i i 1'9 �" I EffL' � _ I � __ , I � "' � �1, I PEk "" 99 ��; I V f 0 1 1 �11111� I , -i- 9 + - I R 1. 11 I 1 1 1 I' -11 / _/ i/ _'Ji ill I i f , N i, ( Hk,tWATER� MI Ak, �`�,`, K ­"��, � , ll =:i� _ - I 'i �.WL - I i .1 11 � � , I 1� I I - L I , "' . , ; . �,-& __11., I 1, I T\1 . I t�� ,zj'-- w . ,_­­1_­-­­_­_ - ___ �� _11___ ,... I .--,.-,, ; / I -1 '16N, - -E3A(*,K FROM r, --- I --- � ,- ... � � -­­:, i ,'I " , I I I - _. Y, - Ot�,�, � ­A I '\ ­­11-1-11."',�', _­­­ ­_ I -, I -,", I -1 -, . ...... 1r"­-,­­­..._ ­­­­­_­ 11 __ 111-11.­­ _,_____,__:,\, - ------ ,___1 I ___ - , ­­.. I i ii� 1,,� ,)` !'� I _.­­­ 100t �)E_ �i V ___ , ',�N� - i I' ' , � I � ,,. ­ Ik �v N� i � ��_ 1'_Itl;,_�', " ,- I _j � ; / ; � "I . �� � ." , Ifl--VATER MARK q� �� ... � . ..... - I ,--, ,-�, , _t,: �. --+ --_e� ,�,- , ��, - I V­ , ........ -, 1��I; `�,­­_­ I '. � , I . , 7--.- 11 "p, , - - ­ �, ,________,­ 1­­­ --- � ... ­ I ,j,-__-_ , ___ . .... , _% ­111 _,_­�: I __ � - .. .� - � " i--:�,f�.- 11 ,� ", 0 �, I f 1111­__11.__T ­11 ­­ I �,,� , 1, � <�� ­_­_Ili� --- � --,-- 11 _____� , "� " I I �. " , A I , 11 - ".,i>, , I �, T C � f: -1 , - - , I , �r �� I � � i � - I 1. " � ,:��_, 11; - � k , ! � 11 1 Op �, � I . — , 01 I . / i - �J, / , 1 , � It "; �� , ,11, � 1� I I I- �� � I.. IOP i ? - .. � - � ,� " 1:op ___ ___ .___11 __ :_.- _ - - . i 71, li'k ,, 4� / -� i . 1 _4� Z\ 11 i 1�11 ­­ -11, I__ _42179) __ / ,5 1 — � . — . — \ "�� ___7= ,__� . :==_ , � I I ­­, 1_�!,� ­_­­ .­­. ­ .­... ­ I__ 7!��t_ - L.- — , ­­ ­___ ­­­ 1. � � , — -�--_-_-_7_.. __ _�� __ �___ , �__. � __�f­._ — . ... :77 .1-1- ­­ ­ ­11. ___ 7=-, , - �, � 1,�.,,_- --- --- ­ "All I - -7-� — &t;-_7-__ -1—_- ' - -7::­�­--,,_,� _�_ ,� 7 :__ e ...... � 1­ -,+d-_,,-) ... I.-I-1 ­­­ rl,_,. ._­ ­111. ­­ � --- ­ ­1111 ­_­ 11-I.- _x �,�..--��-,���-,��,-N:I:.-,--���-.-�-,--,���::�--����:--�-::��-- --� --- �:,_ �,__ -, ­1. . ... ­ ­­­ 1­1. 1,16-l"­ 1177-=. 141�� -.4 - I I 1 \­7�, ---- � � , __ __ I—, , I � --- ­­ ,:�:� '�::�: ":�:�_ -­­ , ­ /--- - . I � I . , ,�� — � I 111.,�� - ­ .- --,J-- -- ­-4�--- `�:,_,_ :_:_ _: , " __ �4 'I .... _ ___ ___ __ _ -11. 1­1111 -- , -1:_,_ 111-1- �,:�: -- ----- - - �,\ ­:-, -:,'_2r ,.�, _,__ j�_gf - - , I—- 1- ­ � I I ,__� " � , ­ - ___ ._ -- --- ---- --- ----- � , f ;,, I I , � __ ­­,\', "M!T�— ---! — . � ­1 'V,�� -, � I"', � S, - I "' , - ­­­ -1. ­­­­ ,� 11 -11 � _­ _­­ (4 Y_, I � I , . - ­ , I I- � 11-I.- I 11 ­ ­ 1-1-11111 �_"_�­­ - - , - ­ZI�­:_� ";.� -; �, -/' � I '*V�__t� ___ ­�-.'� - ­­1 111­�­­­ ­11.1­1. "I'll, I—. 11 11 _., . , - ,\-- ­---1k _ _­ I. :n�-_�, � -::�;,�, -, __ T4 - ,�, ,_ I_,­1, ­­_ I—— __ - ---,.) ­­ 111,11"'L ' ­_ ,:,�,:� ,��^ . - �� .... . . -- ---- ------ --- , -, I I ! ; 1, l� , I ..".)4 X"I - (P � I: I., _:Z:��"L,I_zl . -, I* - _­­_ I 1- I—— , ­­­ ­­ '���Fll 1­111 --- - -�S�, ­­-, - 111­ _1 , � ­ \ -!_ ­ .­­ _- , �,�� / , S I i � �__� k) I P � __ - ---�­ I - -__ - I " _� =:` . ........ L- , ", 5)— 7i", ­1 � -.-""r � .... ... -4- ----" __/ _ - - -44- �, - �_ 7:_ I,'-­ ---- - 1-1, __ __., " - -----. ______. --- - - ­ t�,R:_,�:"- -,-- -__ ,,--. ...... ,6 - ,--'- _�;!__,�i�_^, - - , ,_ -1: - � _,­ �,�,�,-, _�� - ­­­.- ­­ I --- � "I'll _­ ­ ��_i _____ _=,�- � "'-j­j� � ­­­ R , ,,�� _�� 7 _'� _ -- i , .!_1 , , : 1'� I'll - I I + -, -:--- - �­ ­,�-._-,�__ ... �\ - - - � I 5 . .; ',:!,� -�-, ----- ,::�_ , I =,�Y_ _____ _-- __ _'_.^�S- ---- - l-," ___, __ r, , L - CL -, , , ­___141 M_� ,� , __� - __.1. �� � - � -- �-"- , , ­­ _, , ,�q t I " ... �' - 1 1-1- -1 ---- �. ::�:,_ -_:.-�,�.._­�':g __-, ____ - ------ L' - ­': :::�� �::,_. _____,_ ,_�:­ ­­ - 01VI �", , ^ ::-:�,g,,.-,,� _,-L - ' - - -4�) V, I � , - , I_ - . - _1 I ��, I � ---- - �" , - ­­ , I I . .7 /", "�.�� ­ ­_ - -- ----- � I , .----- - ­ , �� , -_ � ­- -1 - ­::.. ... , 5, ,�,?.-� -�-`l _��, -_,--- -, � , % � - ,:: ,� ", . ,., - :;� 1­1- .­ � - � !f -t, S�l ___ __ __ I _�,�,EE� ,___ ____1 - _'_ __ "" 11 �, -1. _11-111- __ .... ... --' * - ­_ ­­ `��' "', -""I- 'I- -_,_ ­R, ­_` �,I, ,�, ­4 ,�`�L— — ' ' _ I , L ,�, _ � ., , - ". _L_� — _� � .� %_""" 4 _\, __ ­11 _ , " i � k I D E �`Tikg - D _= 4 77� ­7 1 lizp,z=.�;I, , ".­­7­ ­ — ,­1-7- f_-�­­r---� 1­� ­i­ ��-- ­_ , ___ . ..... I I Z.r�l ­ . ­T­7 � ,--�r- —F I 1-1 ,,, I � 11 _i,N� ­_ � - � � I , , - /L " " I f r i , , ' ­ , - .,._` 2� :; ,__ �_ ��1 Jf - I 17.11T, - '77 li I I I / I Y -_ J I ! 1 ­ .. __ ;�,'.'. _,, i_ , ,.,���:����,,,��.�,,�,,,,,��,�::.,�� I ,.-Ill. ­­11- ­1 ­­ 11­";, �� __ ltl� __ �5) , , :� __ -- � ­­-­?,­_ _w' � 1­_ " I - 1_". - 1� _­�,­= �11___,, ��;Zff 3 I;;-- , �, �, 1�� � I I ­­­­ 7­­ f 'I 7" 1 1 �, cl­� 11,1." " 1. 11) � , 4�' ­____1___,,_, , �� .�i i, , � I -1 ­ _', ­1 , - , T� , Tl ^--- _�� '__ __ - I � ,I � V,� g! ;, _' I I � � , . ,F� f I 11 � �,� f T " - I I -& i , , 1. � I 1� 11 ( I � ­­ -� I I J, I " �, I -1 kv­ 1, / __.T­,f';I V, 1 j . ... .. i_-t' �� -7; i tf � I / i 11 f I., f i I I­ I , " f 1\ .. _. �_ - V, 4� " � I , -­ ,,, i I 1 . - - , - -­ --.,I / , / , /1V / I / , , �, I j f � 1��_ I I � I I , , I 'It j I I I , , ')�� I., OOL'J -1,REQUIRED-T'7'^­'1 r �` , I�j " , j ,,,I " " �'- I , , (P F k5 __ ' � ' ' ) 'i." - '� I j , 4 � 1, I 1, T I � / 11 1 / J, J �­­­' , I 11 I I ,/ / 4. - r , , � , � - tp,q,P--j- . , i ; I I 11 � A_�,� � �1 111 I,, �J/ / k / .i i -/ I - �. f !, � , ­ ! .��/ . - - . -_ ,_ . I ­- I , , " , I i ill, I r I ? ,'�l , I I / ; .1 I f " ., , * ­�i , - ( I I � - ; � If - 'i 10) i", . ., I 'L., I � i il� I` , _t -­---i-_�, I � � � 11 , I I �A, ; I ,k[­"� _, V", "�i , I z I ., - , NA", IUJI ? I I i I I � � 0- P"'A i 1 / 1� - � ,_/_ 1,10 I 11 , � -I i-T -, " `^ 11", 11 " "..1, 1 I f " i'l - I � i I i 4,;LL,J 1 , I., I , I / ,r , ! 1-1� � I I,qi" I I 1- I / 1 I I i I / � �m ,' ��. �,'�3 " "�­,� 13� f. .y.ap - - / ) j 4_ 4- �- �r f I— , -,,I � I / 1 I � " " !­ � " 1 i � / " JIM' 'i ,�/- , `< �!;� w � r �� ,� '� �1 / 1, Q) � � , , ,I i , / / ` " " l i f I H, i I , 4 �� / 4- , A,_\ e 4 i .j 3 -i 01� I - Ar . � -,�, -,, I", �,` ,"c"j" , _P�? N�.lf ! � I 1�, iA 1 fl,';,'-,� 1, f q - -, ­__ � --f"14 -i ; ­j f- r'. 1 4� �i t� , i, .4 4 o 1 i "'�, , , � 11 � A-11,111 � A. , KV,� I I, If I / ; ­,,x i ' � I" ` �, ,�17 ,I T'�"­4 " �i ,"-' I .I 1 " 1 i , � I / A 4 _1 T � ,r ,,.� � i ,,, / / /��, -,,J,'�qp 4 I;T ),­ f, _If­ i .... 4 7 i, r �; ��'? L�, ' ��' t " 1 1 1 - , , j ,� '' I i i I .,_� I I .1 J�_� .4,�,?", I � . j I I I Al i. � I f �'IVIJ. N11z1­­ , K" " , / � i f4, , 11 � � " I 11 - � 7 0­ / f r'A' 1�_,` - � . y , \ - — 11 ­1 I .. �� I , . �A,�­_­ , m"', 1­ ­­ - ­�, �,,'__,,��_ _I,� _ � -1. ­., " ,,_­ - "" ---.- ­­ rr­,_� -�� j'�,=_�Z=_ . '] I ,1 - � , _j'L '­ - ­­ ='z, � �-­,,�-- �'_':�, , , ", , ,� `�__ I �1­ ",',"''I'll", "I'll" — 1-1 — — — I ,;I -��. .,;:�,^;-.?�,,,,,-�-"--,��,-,-,- , " ""', _ __ _�,_ � I ­,­1 � , �;� ,�,­."'­­ ­­ '�`_ ­­`� ' ' '­ . _1.11.. ­111 ­­ � , �� ""' " _1111"N"". �X­ ­­­­­­____ .... -__-='-,,,T`,_ , �7�. �---,; �'N�,--x;�_-_�'._ ::��71_ _�ZS�__ - ­ 6411 t�,I! �;",m�,,=­`,,L�__ - � ". , ­ - ."'. , �� . - :�7 �__��-_ � 1 , ,,, ,_ ­,,-­.,�f��­­­ . � '] '4�z-,F Z­�,i, ,z ", - -=- _=--�,�-'r­:... , ,�� , I " ;� _� _-�, ­ � ­,_;­­_- I ,�, 4 �m:�` I _ '!,- 11­­ - .... ­­­,,� �Z= __�� � - ­�_- -- - ­ r .1 ­_.1 I I - 1­ � ... ­, ­'­, � ,1n � 1�\ P � w ... - : , -1 .Rzt�.j ­- I I � -1 : (.", '_,:­=,,_-,, 7= 1771­ _,� 1,'T 11 - � I � .�.11 , _­t=�,­ ..... .... W­­��,t- &­�_=­ - - _._­ I,---- I I ' % , - __ N.4411 11,17,:_". NA,�_ ­­-­ -, 'A � - _ _­ ­­­ ­­­, _�.._ � I I— ." 1�_V - �"`_ _­­­ ��-_ --- ----­ ­- I �: � ­­..... .............. ��_:---- ­2­. ,-,-.,-- - ­- 7 9: _ - . " , ­ L __,.. , . - :::7-11� ;�` , ,.' 1� ; df 101� 111_ __, ­­_ ­­ , - ­­ I �1 I )8" ,i,�,,�uap,�,, -��::-_---- ,_',-7=- __ --�-- . 11� I— ­11-1 �1711111 ­!' _�-= .... ... �,­ ­,,�?r­" — I ­­ I'll- I— ­ ,_��, " 5 �, , � - ­­ ­ ...... ­­ _ ... �, , I � ,�'!F� , 1"F nN _'_; -.,.,\ ,, _,_ ___ � ,_ _',, 11 I - V�l JF WA � ' 22,!­­­­ 1�, �Xl +�� .1 , ,�,Y��_ ,__ f,4� ­­­:,,_:��,�_,_ ­­ 1.11­1 ­­ .-... , , ,1 -"?^" -1 11­�� 'II W 8 79 , 1�:I ., 2. _n�,. _ ... � _ ... _ _ ... _ ____ � _ ... _ : I - ___ ___ - _\ " % _', : ,�, 4,21 __ _� _ �i',' ____- . ... .. I ,N,$,,W5, , �1 ,,, � , ,,, _8 �� , 1L _ :S�l 11 _� , ::: � ­ I ; . ==�±�- — — — — , — — " _�.,� — — —­ := — — — ", =-- — , � — — — — — — — _* — — - ­ — — — — — — — — — — I = ,_ � , — ;_ — — — — — + _�w , , 'I'--, I I =]�Ik =:=- — � " 11 � A — — — — — — . � , � , j 60" 1 � <\ 10" W (R) " I - '. , � 5 I ; -I . � ,,Y�,`,'� R) � - W . � 11�>,�r , . -�h /H PWFR I , - � 'I'll"' �), jg' W (R) ,X� PETROLEUM ___\ ,��, � Z� I < � ,.,0, i - I - �'11 � . O'/, P W R ', � — — — ____,__� V, V -4 --- 1171-71 IRT)_`;7T ,7,,'--7t�.i-�,,v�-r-"��t\,I��- , ,�,'- � ---- � ­­ ­.r)../,W`45IA1P . I - , "I" , 60n 2.1 :1 � — � — — =;1�11 -F-111711 — 7z\" �ur �.' I I 9 - ­­ 1.1" ,C � N, I I I >� � -I nonnian NATF ni/92/nA twu rw n cnn on I . � CALL TWO BUSINESS 11111111FLIMnUr. 2 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMA11ON SUBMITTED, FOR APPROVAL TO CITY STANDARDS I I I T I ' I ; L LLL IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHOL BY DAYS BEFORE YOU DIG , %loft a% ... LL ONAL CHEngineers IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY THESE DRAWINGS ARE NOT TO BE DA"M L - 11 U1 O's W., q ftdural Engineers HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING USED FOR CONSTRUCTION UNLESS BY -800-424-5555 — DATE V RTICAL DATUM INAVU 081 'jw " 1 1 EXPIRES 7 / 14 / Of "'W1 'i ON THI RE ADVISED TO OBTAIN INDEPENDENT VERIFICA11ON CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON "TH PUNCH I , I in 011 SIGNED BY THE REVIEWING AGENCY BY — I DATE - PRrTr P( T Unkl"UrNT nnm n ,; rnnT IN A unmi IUrNT f%AqF APPRnYIU ATFI Y A FFFT I . �,L Landswpe Awhilects OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. L,__ , I , I nN PnN L 11 __ - __ - ___ = - - I 1:1 I I — � � � I I SURVEMM SCAM. . WD __ __ . mmm. 19 � BRH HOPUMAU 100 IM71"I DESIMM. 1 "=40' CTH /A RECORD DRAWING CTH 1/23/08 - . IMAM BEE I , I ONE OW ,& WATER METER LOCATIONS & SERVICE ENTRIES CTH ' 6/26/07 CHEWED: I AT FIX I SON E I . IF NOT ONE INCH REVISION BY I DATE APPR N"Oym I SCME ACCIMINMY — . . I EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN % Community Planners OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84, SEE SHEET CO.O. Land Surveyors - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' = I w Neighbors . ORIZONTAL DATUM TACOMA -SEATTLE PER RECORD Or SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMEN IN SW 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,33.242 TL 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.O. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267 2425 TEL . 41 CEDAR RIVER CORPORATE PARK � CITY OF I - RENTON . � Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN i . ____ - - , JIB,' R, 33W3�-G S733t3ID I I I I I'M - Mww N& C3.0 mm OF: 9 24 ­ __ "� ------- , 00 n ::�P ,::, � .: �� - *C 4 *V > �0 C � 0 t-.,J 0 q �-" 0 --,4 w � 1 4 w V w 00 w I---- -,------,---- - - - -------- I 6 A w I 11 �7 17 11 I'M - Mww N& C3.0 mm OF: 9 24 ­ __ "� ------- , 00 n ::�P ,::, � .: �� - *C 4 *V > �0 C � 0 t-.,J 0 q �-" 0 --,4 w � 1 4 w V w 00 w I---- -,------,---- - - - -------- I 6 A w I 11 �7 17 11 Y ITEM AMT 1 CEDAR RIVER CORPORATE PARK 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84 -33 OR CL EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85 -33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W /STRAINER — 3/4" 1 EA. WI H UNION COUPLINGS AT INLET AND OUTLET, OTEMPORARY WI INS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AN ) STRAINER) 4 3/4" CLOSE UNION — BRASS (M X F) 2" GALVANIZED PIPE 5 3/4" BRASS VALVE VARIABLE 6 AND 2" GATE VALVE i EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FINISHED GRADE ELEVATION FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, x Ax 7 > VARIABLE REQUIRED INSTALL 2" PLUG ON TOP BLIND FLANGE 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 3 FT .MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT AFTER REMOVAL OF POLYPIG 10 3/4" BRASS NIPPLE VARIABLE MIN. COVER (12 —INCH DIAMETER AND OVER) 4 d W NEW WATER MAIN POLYPIG s VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW —OFF ASSEMBLY (REMOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY— PIG') ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING INSIDE HOUSE PREFERRED CONFIGURATION 5 310 8 10 4 2 FLOW r Um jl `+ HINU I ' StK VIGt (,5/4 " SHOWN) # ITEM AMT 1 CEDAR RIVER CORPORATE PARK INSIDE HOUSE PREFERRED CONFIGURATION 5 310 8 10 4 2 FLOW r Um jl `+ HINU I ' StK VIGt (,5/4 " SHOWN) # ITEM AMT 1 90° GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W /MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84 -33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85 -33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W /STRAINER — 3/4" 1 EA. WI H UNION COUPLINGS AT INLET AND OUTLET, WI INS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AN ) STRAINER) 4 3/4" CLOSE UNION — BRASS (M X F) i EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W /SOLID COVER i EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH —WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION ALL DEBRIS AND POLYPIGS SHALL BE REMOVED, FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN .WATER MAIN POLYPIGGING STATION d INDIVIDUAL SERVICE PRESSURE REDUCING VERTICAL CROSS FOR POLYPIGGING VALVE (FOR 3/4" & I" SERVICE) 1'T Y O V A CITY OF RENTON �tY O ADOPTED ♦ ♦ ®, A CITY OF RENTON ° 9 — STANDARD PLANS ¢ ~ LST DATE: 04/04 STANDARD PLANS r 1 L�'IVTO LST DATE: 04/04 F n G7 DWG. NAME: 8114 SP PAGE R1 14 Anne n DWG. NAMF R096 SP PAGF: RO96 `a Q INTER MA PIGGING IO �IN��� G VA NNT TN SCALE - NOT TD SCALE 8 w x g 0 a s s 0 �� $ og �rasajN E Air dEL �;kgib 27844 is c RECORD 01/23/08 �sslONAL '�l 3 2 of RECOMMENDED CHECKED FOR COMPLIANCE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, EXPIRES 7//4/0% � TWO BUSINESS S I IV E $ $ _ RECORD- pRpWING R APPROVAL TO CITY STANDARDS IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL - REUSE OF DOCUMENIS a Civil Engineers THESE DRAWINGS ARE N T BE BY E F O R E YOU DIG INS DMAENT NAS- IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY eml acl�o aEC1Ra+ICAU:y nI DATE AODDRDANCE rwnl wAC 1ss411",= No CHMP n IM M. VERTICAL DATUM HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS 'a-800-424-5555 SNAIITIIORTffDALTERAlIONaFANY I N 881 r . shucturai Engineers A RESULT. THOSE RELYING USE FOR CONSTRUCTION TI aF TIE IOMMENT. aI1 ; C O NESS BY ooaALU 1NU IT!AU o n!E noalu� 7 - -- 3 ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT �T�r,i, NT VERIf1CATI0N DATE N MM RD o TID � CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH SIGNED ►A�aw+ NkRF1N, As Ax G Y THE REVIEWING AGENCY BSIRONEN of u S Is H Tr - -_ Landscape Architects OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. BY ANSI AND Is NOT To � USM N wNatE aR.N BART, FM ANY � TE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET � ' ,' � ry. ON CONCRETE DATE O1HFR vaalECT w1nlalr w111T>E11 AonloRaAlroN of AWL � EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN " ` CommuniryPlanners OF AN EAST -WEST PIPELINE RIGHT —OF —WAY. ELEVATION = 18.84, SEE SHEET C0.0. BRH �Atr vQeEL w►vo i "°'"� ""°'°°' CEDAR RIVER CORPORATE PAR 06/05/07 CITY OF K CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ® x, Land surveyors o�aT�CTH AS SHOWN s� �_ owurre H ® Neighbors !L QR�ZON L DATUM; RECORD DRAWING CTH 123 oa eQE RENTON P Fl ONE PER DATUM orn►to No RECORD OF SURVEY RECORDING NO. 9503179003 BASED ON TACOMA- SEATTLE a T r L E 0 WATER METER LOCA110NS &SERVICE ENTRIES CTH 16/26/07 , FOUND MONUMENTS IN SW AT FULL Planning/Building/Public Works Dept. WATER F w a INCH & SEWER 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL C 6.3 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.O. NO. REVISION BY DATE APPR ArPwAD: SCALE "CCOFAM 0LY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NOTES & DETAILS S"M 22 24 33_?530� 5 33'9 11 FIRE, N%1O%1 F -51.1 0 OR Cbk{PRESSION. TYPE SOCH AS 'k H. �, �; 1UEL11 SUPER ON, RICH 2".., AND WA1tR§U§ 0*09R 0* 8 ,MECHANICAL ZINT 4',11l 'E 6PENIkd, HOSE V r 4t CONNE01ON t TV OP ";SEA PUMPER l i4 o D TH A STOIUA� To " �ADEX 5, OR ;; A - L " bW 1T AIN L ES S 'T %PfA PEIAI I N �T DR" H T T0 N * iS OF A,TK,L�Yi � ) t =V AIVE PA14 A; A Ruq C YOL089; SAFE TY Yfii A, tou M, tRC4EC TIqNjo F ACt� 0 OADWAY 1 AS of C BT FIRE DEPARTMENT. FIRE HYDRANT. EXTENSION TO- BE I -W, TO 20* HIND BACK OF R 12PEqtHIkD BACK OF =A ILK THAT IS CURB ADJACENT.TO TWO -PIECE CAST RON BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC Foul STANDARD S* TOP SECTION 4.875" x 5" STORZ WTH REDULAR,BASE SECTION ll TO FIT. VALVE NUT EXTENSION AS REQUIRED, (SEE DWO DR46 / PAGE BOOO). MAX 4, MIN 2- RAISED PAVEMEl EROE 88 A8 STIMSONITE, E, 42" MIN BURY CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6- GATE VA LVE (FL X MJ) AWWA 0-5,09. 6- DUCTILE IRON PIPE CEMENT I ,I! �IENT SEAT CLASS 52 16" 8* x 4* S tyll, -EN , lll 6fjj�, jo"FIT 2�3/4" COR-TENSTEEL TIE RODS, SEE S DETAIL MINIMUM CONCRETE BLOCK UNDER HYDRANT 1/2 YAI ' D WASH AI f Al", E "OT 0 DRAIN N ROCK (3-TO 3/8-) MIN. LN E PLACE 6 mit, POLYETHYLENE E FILM AROUND TOP AND SIDES OF GRAVEL. - FIRE ASSEMBLY -LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND IN 3' RADIUS 4.875* x 5" 6 STORZ ONE MAN ROCK 6 O FILL CUT HYDRANT LOCATION, IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED crry OF mmm 4.0 STANDARD Pl"S In DATE: 04/04 10 By ppR DWG. -NAME: 8102 SP PAGE: B102 (9 F�IRESITYDRANT A; �1 q� V� n I IUAL DATUM INAVEft 88 U I CITY Of RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON IMTH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84, SEE SHEET CO.O. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE ­­SHEET C_O._0-.' DNUMENTSIN SW TYPE 'A' BLOCKING FOR 11 1/4' - 22 1/2' 30- VERTICAL BENDS FOR 45' VERTICAL BENDS V.B. V.B. S d L C> us Uj W cn UJ as m cn 6 ix m C:0 Uj m CJ1 LCL5 M w cn C> Uj m I m 14 C.> LIJ 4 300 11 1 4 8 2 5/8" 1.5 U­ C> rn ate- 11 2.2 - 01 � 2.0 L C> Uj W "C 30 17 2.6 fu " US ,C � =: w. %� 6 _. 4 11 _1_2 5 8 2.0 22 1 2 130 25 2.9- -8 - -330-0 41 3.5 3.1 5 8 2.0 111 1/4 16 -1-5 5 8 2.0 22 12 47 3.6 _0 - 12 0 30 -TO- 4.1 -.374 3 4 7-2w­25-0 16 11 1 4 32 _M_ 3.2 r, /A" 2.0 4,0 20" 22 1 2 4.5 ­1 rL9 3.0 -0-5 30 132 5.1 9.4 1 3 8 1-6w- 11 1 4 70 4.1 7 8 8 3.0 22 1 184 5.7 1 1 8 8 4.0 30 _1-ATTF 275 6.5 1 1 4 1 1 4 f0 N-0 11 4.5 7 8 ;78 3.0 221 /2 2-5 6.1 1 1 1 4 4.0 --'w- - 30 330 6.9 1 3 8 4.5 24 200 128 50 10- 3.5 _22 1 2 320 6.8 1 3/8F" 4.5 130 1 480 7.9 .1 5/8-, 5.51 WATER NOTES & SPECIFICATIONS (I.DEDAR RIVER CORPORATE PARK 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. IS SW 1/•, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDO . T/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND L MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. TYPE 'B' BLOCKING 2-1/2- FDC 8wxB"x4* TEE FOR 45* VERTICAL BENDS TWO-WAY FREE STANDING CHROME- 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8.30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC PLATED FIRE DEPARTMENT CONNECTION WORKS DEPARTMENT Al' (425) 430-7301. THE POUCE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT PAINT AS FOR OF WAY. SHACKLE RODS 5" STORZ FITTING ATTACHED TO A 30* TURNDOWN k, CHAT ID PLATECAST BRASS W/1' HIGH 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY To VERIFY THE TRUE AND CORRECT LOCATION So AS 4 TURNBUCKLES 48w MAX. LETTERS "AUTO SPRINKLER TO.AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-55,55. 18* X 1 B" X 8m PRECAST CONC. VAULT W/ 5. AN APPROVED TRAFFIC CONTROL PLAN IS 0 PRECAST REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION METING. CONC. BLOCK LOCKING CAST IRON COVER NO BASE. 18w MIN 0 GRADE LH20 LOADING WHEN IN PAVING 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR THREAD 60 LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE L JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL FITTING, EPDXY - COATED TIE-ROD SWING-TYPE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI AWWA C105/A21.5-93 STANDARDS. q & C NMPS WRAPPED IN POLY­ GRAVITY OPERATED 7• CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 CEMENT ETH'dNE SHEATH, REGARDLESS IF CHECK VALVE d PIPE IS P V.C. OR D.I. LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN <4 ACCORDANCE WITH OTHER ANSI/AWWA C110-A21.10-87 OR ANSI AWWA C153/A21-53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL 4 4 1 4 JOINTS AND/OR FLANGED JOINTS, SHALJ_ BE IN ACCORDANCE WITH ANSI/AWWA C110 /A21.10.87 OR A COMBINATION OF ANSI/AWWA CIIO/A21.10.87 AND AN < C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL NT(S) MAY BE WITH ANSI/AWWA C153/A21-53-94 AND THAT PORTION OF THE FITTING J01 THRUST 4 PIPE MATERIAL, SIZING, & FITTINGS WITH FLANGED JOINT (S) SHALL BE IN ACCORDANCE NTH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION CEMENT BLOCK AS PER PLANS CONC. VALVE 10-4.3 OF ANSI/AWWA C110/A21-10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. S CONCRETE 4 SUPPORT, 12- CLASS B 3�40 STRAIGHT BALL DRIP VALVE/ HIGH (MIN) 8- GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESIIJENT SEATED N T-TAPPED INTO INVERT OF PIPE TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE GLOW LIST 14, MUELLER COMPANY 1-1/?- DRAIN ROCK, NO. A2380 OR M I& H. UNDISTUBED EARTH 12" MIN. DEPTH TYPE 'B' BLOCKING FOR 45' VERTICAL BENDS V.B. S d L V) Uj UJ m r14 V) M __j at =5 S3 C-> m = uc_�' l'- off= 0 U­ C> rn ate- CD F= ul 6 C > - 01 � Uj C> Uj W "C C:11 6 d C..) fu " US ,C � =: w. %� oz U_ In V) -30-0- 0 4" 45 30 3.1 5 8 2.0 -68--4.1 - T2_3 _0 - 12 50 132 -_1 3 4 2.5 16 478 7.8 1 1 8 4,0 20" 200 - 560 8.2 1 1 4 F-2-4w- _F20- 9.4 1 3 8 4_5 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-50 -85 WITH A 6 �, 2 N INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING M.Y.O. () OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2. THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALI., HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT), F1 ! s! PARMENT �O�E� FIREm DE C" Oft IN N Imt C T �10 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT NOT TO SCALE STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE Ml NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEI, AIRCRAFT CABLE. E 12. FIRE HYDRANTS, SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT. NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION, 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM rnwo OF -za INCHES BELOW rINIZ)" UKADE. ALL BE AT A 33 THRUST BLOC XING MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEARWATERMAIN 12 INCHES AND LARGER SHALL . IN 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING *PIGS* PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE RARD N.T,S. INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON GI THE REAR OF *PIG* ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION 11 00*41 POW T AT Ti FINISH GRAM 0" dim ED Of THg Tm., w son WIPER 7UMNS 11114 IN EP 041411 V LAP DPW To crlsnW. Z_ ASS" Z­rrzt 4 � w. &IN, TV 2 wiff, AVOLE ft,#a V4 AW! DR ISOM"& M/�-, `F1,64-to, WONA. 5 1 W, ;A& 001(reffij- ) I" Ax ro, R 0' 1`100&m.4-11) OR AV WIDONAtq j6TOjO ANOLE VAkw ANO - sHALL ge Oft 01 N07Ei VIAM at "ITAtteo OR A�A DRILL T "6 I& N % 40,ll DEMO {AiJTi}1AAVT 61F NO €E: THE'Cl Or TK OME W-At CC Xll LFAM k' fRftW UltOtRWOR, Ff"l oil m Tw gin SPA"Im API s" Tilt NJT To Inal AOAJNST THE OPEN 14M or woqE Itim D%E RIO, 3/4' 4, 1' WATER SERVM ADOPMD mr an" SWAIM*" 11tL10 Ij" awkx"'.534 DkV% WOE, B106 3P pArf. 01 od 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUAN11TY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF PERIMETERS OI�,MINjj#UM_?rR.A"CES RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. IlA 2 INCH 6 TEIIN SAY. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALI NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE TI STANDARD SPECIFICATIONS REFERENCED ABOVE. WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR @ SCHEDULING. tEOIlY A 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONS UC ON. ,LDIN. b" im, Or OR $LA. TR TI NO., V*t 16 ', CWR,VOCVA-I0j4t ' I . �07 - I 46t-OANRARYS 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBIL.ITY To SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. A 4*0 4W If, MIN 1, 470 'A STORAGE OU. 00 OVA AND PjVs. '10 -E 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, UNES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPUCATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. • 'IfflT OR PLANS OLU SEPARATE.FIttE 'ov'Ril F4 P11 Tf7Q,11A BEEPARATE F7 RE SPRINT( Uzi PERMIT IS REOUI e RED. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHIG MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS D ARTM EP ENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPUED BY, THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY DEVELOPMENT SERVICES q MJ x Fill VA NG MANI ItIl TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. PROPERTY DLASS $.D PE 4:,NOM MINIM N 26. CONTRACTOR TO PROVIDE PILLIGS AND TEMPORARY BLOW-OFF ASSEMBUES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO NAL E-IN. uc AL UUVLK 3w LtINtG VE n TI nTbNc;g RESTRAIN 'TWA 2?1% TIM E4 13' A TZFPA BLM"J)'"144 PER I SWITCH 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OREQUAL,, 01_ k024 ELEVATION MEW OF DMA ­90SA! - FL) m 4 RANGED DUCTILE 'RON PIPE SPOOL 6__ x APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. Ofto All ma ml 11 ON MAIN "HE I HORIZONTAL x ADJUST STEEL PIPE- 8 Or CAL". AP SfA,=�U �rVST > 23 AUK, I tr _A SHAtL BE A Mmll "191. TPLM. ►- W3 FU1 MAXIMUM. INSTALL 3 COMM, 'bk �Akk PIPE TR TS, V, W NDER, ADJUST 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF (2)IN ES. OIL E , MAYBE SPADE CUT. ALL SURFACE CONCRETE, 0 A S,U DO", TH TWO CH I z A PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO -HES OR REMOVED TO AN EXISTING EXPANSION U�j -AIJO-11ERM T A WITH PER LIEN SE IED . AM STl JOINT. (2) INC "I'L ! 11 PASS Mm SHALL RE .a4 "W" 41� INCH -PASS m Tr I— tm& M*t DISPLACEMENT �k , ' %0K 10 MV MOUNTED WT.* IfIfAwIl OR OUTSIDE allILDING 5 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON ZO GRAVITY CHECK. V&W_ FLANGE 10i� SALL 6W� "A OW. g. BAMMIONLUIL UqTD.9REAX Am,ky caps, ll vATHN POUCY, WITHIN 10 DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. A PUBLIC FIRE HYDRANT. INSIDE BUILDING INSTALLATION Folt Fo TI MA0D00rVA4M 9'1�EP " 00 %jEl 0 TN SA TI A SP RA 3 INCH AM V"A MR ER 8 i� TWO LY 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN BE MON OF OF `WATER UTILITY DETECTOR DOUBLE CHECK VALVE ASSEMBLY EMMI-M.TVA" CITY INSTALL Bill PLUGS AT ALL TEST COCm UNIMPROVED AREAS, AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. om OF Fall E RECORD NOTE 01/23/08 VAIL R N pq, . DWG. NAME: B117, SP PAGE: 9 117 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFO RMA11ON SUBMITTED, IN PART, BY OTHER& MILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL' IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY M4 CAL INTERIOR Um D(ft; VIA I lain S'67 A L L A T 10 IN HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING is TYRO' ; NOT TO SCALE ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VTR1n1-A-nnM L OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE a 20 ON 9 TER METE & 04'ERV EXPIRES ICE 7/14/0% 4 NOT TO SCALE RECOMMENDED CHECKED FOR COMPLIANCE 0 Civil Engineers TOR APPROVAL CALL TWO BUSINESS RECORD - DRAWING 7 TO, CITY STANDARDS DAYS BEFORE YOU DIG StruduralEngineers WINGS ARE NOT T BY RE SE W WWMM7S INS WOW HAS-IFIN SIGNED qg;jjgNMy IN 4w USED FOR CONSTRUCTION UNLESS BY DATE Landscape kchilects U= =MY �F% "ZIFU DODAOT MILL 1W , M70 ON INS M �=NED BY THE REVIEWING AGENC 0 0`424-5555 DATE W COWCA1014 Alt BY Ill WXAND DESGN5 NNW INS _8kA.S.,M M4lXT,CF Ill IS CommunNymanners IS at E=IFY IM M SURVEYED. Sl DATE PUcT M 0 ML Land Surveyors BRH AS SHOWN < Neighbors RECORD DRAWING C1 TY OF CEDAR RIVER CORPORATE PARK 06/05/07 3j CTH jL23LO8 BaC kA TACOMA- SEATTLE WATER METER LOCATIONS It SERVICE ENTRIES CTH 6L26LO7 ONE 11" RENTON 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL AT ML SCNF DATUM, PME, 9 F WT ONE mm Planning/Building/Public Works Dept. DRAWN( to. Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATF APPP _A�PPRUVM. SQ4E Arjmwn*mm v WATI: 1:1AIC 1200 Sixth Avenue, Suite 1620, Sea all NOTES & DETAILS 21 or.. 24 4b ', 0--337307 �-�36301a