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HomeMy WebLinkAboutzS-3064SetGRAPHIC SCALE \ � , \ LITHIA CHRYSLER DODGE JEEP - RENTON , �', POF�TION OF SW 1/4, SW 1/4 OF SECTION 18,11NP. 23 N, RCE. 5 E., W.M. ` ;ol � i Seek • •o +L CITY OF RENTON, KING COUNTY, WASHINGTON Ln os LIU 0010 Q �S Lu .- � .. ac � (X/WATER SEPARATORI4 UTILITY VAULT - , MODEL 5 -CPS J N 5569.27 - E 2369.47 R _ p -w 30 IE =20.60 (W) ' R p,IL� �Y _ p - W a R IE =20.65 E •' () Pv G�1 � A Abp NOR�N� V�B G� C pL IN G� .:. . OW BURL � - ,, • •' •' , -� RET EXIT �N TROFI . • . . ... J J FIRE HYDRANT NTH (1) 8"x 6' LEE (MJXFL) .. • • . APPROXIMATE LOCATION OF 5 STORZ FlTTIN E 2637.87 1) 6 GATE VALVE (FLxMJ) •' CT \.Inft EX. 8" PER DETAIL •. • (1)\8'x 8 TAPMG TEE \ MJxf l . EXISTING SAMTARY SEINER LINE E =23•80 (1) FIRE HYDRANT A BLY PER •; • s (1) s GATE V VE (RxMJ) E 2542.40 _ - _- (2) CONCRETE MIS BLO"G _ , _ - - . (1) CONCRETE BL OM SANITARY SHALLOW N 5568.84 �_�� _ - PROVIDE 34E I CLEAR DISTANCE _ r •. Z " � CON CTOR FlELD LOCATION MANHOLE 0 E 2457.78 _ _ _ R O J . • } FROM HYDRANT IN ALL DIRECIMS w -- • .. . EXISTING PU �a IE =21 _ " J . -- - C� ' •' : • OF E�I111VG 8' *ATM MAID PRIOR T�0 W y \r - ' "•t -v`'� ... CONSTRIiCTiON .. IL �" f r 1001E 6'PVC I k . ......... I � ' " W I x 40 60PVC 01. UK =FINISHED GRADE r1 0 1. � ERVICE I 0 I -- I ' •' • - J IE= 20.38f(N S) I I _ I I J 0. IE= 20.481 E J _ - I I i I CAR DROP -OFF SURVEYOR SHALL FIELD : • : • ; LU �) i 85LF 6°PVC I i _ NEW EASEMENT ♦ W W t 0 1.00x I I 9OL-F 61V E 2549.16 . - ... - • . • PROPOSED WATER EASEMENT . . , I ---- -1 I 1 2 5 � • .. . 0 -_ ' -•'� BUILDING MOUNTED FDC • . • : • . - ' • • I 12LF 6" PVC NEW PIV , . .. 1 8 CROSS JxFL c • • • 0 1.00x _ -,�- �- - - _ _ i- INSTALL NEW DDCVA ., POLYPIGGING STATION PER 1 APPROXIMATE LOCATION - -- - .r -- INSIDE BUILDING .. - ' - • • • : •• • ��� ��� - -_. _ __ _ - - _ � � .. I ON OF . OlF' 6'"OIP 43LF 6'PVC _ 71 _ ~ • • • . 1 E)OSIING WATER LINE , /0 - • • -' 01:007 PER DET. 1 /C3.3 Col . • ; • i m ... _ / -- - DEMOLISH EXISTING • • f ' _ 0 WATER - --_ --- _- -_ I SINGLE CHECK VAL • • • . •. EASEMENT 5539.38 / 6OLF 6"D1P H 5539.35 . :• • SSEMIBLY I .. �- �� E 2375.70 � I/ 0 1.00 E 254915 FF -28.13 Y 1 .. _, PROVIDE TILE NEW NEw CONSTRUCTION C$Z'�,, .. _ cc _ 1' N 5539. N 5539.35 IE =22.69 10 _`.. • : • i ' "DIP TD BUILDING (APPROX 21 000 SF) a� cma I ww E 2435.70 E 2478.15 REMOVE EXISTING WATER METER rE =21.55 1 26 PROPOSED WATER. EASEMENT ... •. .S �..� IE =2 .98 CONCRETE VAULT r r Q ,�� / I CUT & CAP AFTER .. x �''�" i 12" DOMESTIC SERVICE SAN. MH : ;' •. SURVEYOR SHALL FIELD J RIM 25.61 VERIFY N EW EASEMENT RI1 $ 24 / , Its. IS USABLE FLOWLINE 8" PVC N, S 19.63 1 IRRIGATION METER- DCVA RERMT , SURVEYOR SHALL FIELD °b IE 6" PVC E. 19.63 SEE IRRIGATION PLAN F AIL ..� ... .. EXISTING FIRE yEp1FY NEW EASEMENT � LADDER EAST SIDE �.�� • • W i N pp n� CONTRACTOR SHALL OBT PERMIT HYDRANT IN S (CENTER WEST RIM) ' I1 O 0 � - ^`- .. •. I IE =22.50 MIN. • • • j , ... • IT FOR METER TO BE 'r . • . • . • 5 STORZ .. :.. INSTALLED BY 11�E CITY - -- __ __ • .. • .. r 9LF 6"PVC Fl1iiN r - • • - .- ., . . _ f r - 05.00% REMOVE EXISTING � _ _ _ _ CHECK V A s •s , , ALVE ... .. � EXISTING /8 WATER �3 r I . ' 1 42 -,05` MII�. , .. • °AND VAULT. SEE C1.0 " 8 F 4 MM-79 r jjj ..._.b.s _ 31 OLFu2V - . -, ( r [El WT f I Li .•.•. �cn cr dol 66 ... mW a I i i RIM A ST TO F.. INSTALL 8 (MJL PLUG • ; •' , CL I i CROSSING I , I UNABLE TO OPEN AT EXISTTIG HYDRANT LEE AND �� • •,•;• Z • \ I 's fE =20.90 (N) CONCRETE BLOCK BY CITY. -: •; • ; Z • 1 I SURVEYOR SH ALL FIELD VERIFY APPROXIMATE LOCATION OF RETROFIT EXISTING HYDRANT - . • .. . ' . • . • S . SURVEYOR SHALL FlELD VERIFT ... GONTRAC TO ! V " o I SANITARY SEWER I I 4444,6 FIELD LOCATION q` a� ,,,,,� ` J 0 , EASEMEIT EXISTING SANITARY SEWER LINE I I NEW SANITARY SEWER EASE'MIENT WITH 5 STORZ FITTING ....... OF EXIS 8' WATEd MAIN PRIOR TO ��'� D � ...... �/ L_ -- -.�. .�- • • • • APPROXIMATE LOCAl10N OF EXIS - - ---- - - ---- -- - - - - � -� - - - - _ .�._._ _ _ ._..� _ _ _. _ - ..... CONS To � � PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER EASEMENT SANITARY SEWER LINE ` _ 1 -1 /2* PUBLIC , N W 3t SAN. M H s CONFLICT NOTE QENER AL NOTES METER PER DETAIL �t > / SH .�� OC � ALL RIM 25.63 \ THE CONTRACTOR SHALL 8E FOR THE LOCATION DIM AND 1. TERMINATE PIPING 5' CONTRACTOR FROM BUILDING UNLESS '��' ♦ W " LADDER NE 8" PVC NW, S 11.00 '$► \ DEPTH OF ALL EXISTING U11U11ES WHETHER SI` M ON THESE PUNS OR NOT BY T OTHERWISE NOTED. SEE MECHANICAL PLANS OBTAIN PERMfIT FOR TD � . / � S�or►�L � 4 W 0 J" 1.A00ER EAST SIDE HOLING INSTALLED BY THE CITY �' ���� � (CENTER WEST RIM) THE UTILITIES AND SURVM THE HORIZONTAL AND VERTICAL LOCATION OR TD FOR HORIZONTAL AND VERTICAL STUB i % E, S e ?1 o� J Z'4 '5 (POSS18lE 12" PIPE TO THE NORTH) CONSTRUCTION. THIS SHALL M�CLUDE, CALLMG UTILITY LOCATE AT 1- 800 -424 -555 AND LOCATIONS AND CONTINUATION AT BUILDING. - 4d - •- ter, DoT HaMc Ali ununXs AT Locanoris OF NEW unun cROSSnres TO PH CALLY 2. �/ CALL 48 HOURS VERIFY WHETHER OR NOT CONFLICTS T. LOCA110NS OF SAID U11U11ES AS SH ON SEE DETAIL 3/C3.2 FOR BEDDING AND BAA(Fl M LL PIPE 1RENGIES FOR CITY OF RENTON CONTROL POIN YHESE PLANS ARE BASED UPON THE UNVWIIED PUBM W°RMAnoN AND ARE SU CT PAVEMENT RESTORATION. SEE DETAIL I/c2.1 FOR BEDDING AND BAgfFlIL�f�TNL . BEFORE YOU DIG TO vu�Anon. IF CONF11Cls SHOULD OOCUR. THE CONTRACTOR SHALL CONSULT AHpI, INC 1- 800 - 424 -5555 s NORTHING: 175890.972 � � M RESOLVE AI.l PROBLEMS PRIOR 10 PROCEEOnrG WITH coNsrnucnar. � 3. SEE qvx S►4EEt C3J -C3.3 FOR NOTES AND DETAILS. � . � / cr FASTING: 1298016.470 z NO. 204 NORTHING: 174493.521 FASTING: 1296648.109 KING COUNTY SURVEY CONTROL POINT NUMBER TT249 BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE WINGWALL OF BURLINGTON NORTHERN -SANTA FE RAILROAD BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE ELEVATION 35.72 (NAVD88) >0 -Z UW $2 i 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES ' AND STTRUCMS. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FE< �,,� CHECKED FOR COMPLIANCE CITY OF RENTON 0 FROM THAT SHOWN ON THE PLAN. T CITY STANDARDS N BY �/ DEPARTMZNT OF PUBLIC 'WORKS 5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS, u� Afoy MTE By OAT'E UTILITY PLAN C3.0 BASIS OF BEARINGS SITE BENCHMARK 6. SEE SHEET C3.3 FOR FIRE NKLER AND FIRE PROTECTION WNE. DATE CENTERLINE OF SW. 7TH STREET PER "X" ON TOP OF BOLT OF 7. ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. F«ns�oHS cmr COMMENTS w,� s/13/o3 as�v a w,rt• OATM 03 -20-2003 tt! N,", O SHORT PLAT NO. 8110239001, IN BOOK HYDRANT, LOCATED WEST 2 REVISIONS PER C17Y COMMENTS w,F 6/1d/03 MAW% ,SEA 20232900 `7 299 AT PAGE '158, (RECORDS OF KING SIDE OF HARDIE AVE. SW. 8. ALL NEW UTILITY EASEMENTS SHALL BE FUD VERM BY A o�acea osc �" �x' 1 • • ,o' ''"�0'0°�'- ""�'- COUNTY, WASHINGTON (S.P.) ELEV. 27.23 PROFESSIONAL LAND SURVEYOR. - MO. my__ ABM. I OAIt A/MOVM ��► • Mew r�M sm"T' , ORa 11 <t SCANNED NOV - 7 2003 '� ; W' :P66 Ot 40 ♦ r Iry S , 0 2 1 ! two 0 �'•� 9 1 I ! Z a. o z IZ W ICL W 2 Z °o 0 O1 °Z cy- Ld �I w �.M .. w o V) � m 0 cr V Q N K GRAPHIC SCALE \ � , \ LITHIA CHRYSLER DODGE JEEP - RENTON , �', POF�TION OF SW 1/4, SW 1/4 OF SECTION 18,11NP. 23 N, RCE. 5 E., W.M. ` ;ol � i Seek • •o +L CITY OF RENTON, KING COUNTY, WASHINGTON Ln os LIU 0010 Q �S Lu .- � .. ac � (X/WATER SEPARATORI4 UTILITY VAULT - , MODEL 5 -CPS J N 5569.27 - E 2369.47 R _ p -w 30 IE =20.60 (W) ' R p,IL� �Y _ p - W a R IE =20.65 E •' () Pv G�1 � A Abp NOR�N� V�B G� C pL IN G� .:. . OW BURL � - ,, • •' •' , -� RET EXIT �N TROFI . • . . ... J J FIRE HYDRANT NTH (1) 8"x 6' LEE (MJXFL) .. • • . APPROXIMATE LOCATION OF 5 STORZ FlTTIN E 2637.87 1) 6 GATE VALVE (FLxMJ) •' CT \.Inft EX. 8" PER DETAIL •. • (1)\8'x 8 TAPMG TEE \ MJxf l . EXISTING SAMTARY SEINER LINE E =23•80 (1) FIRE HYDRANT A BLY PER •; • s (1) s GATE V VE (RxMJ) E 2542.40 _ - _- (2) CONCRETE MIS BLO"G _ , _ - - . (1) CONCRETE BL OM SANITARY SHALLOW N 5568.84 �_�� _ - PROVIDE 34E I CLEAR DISTANCE _ r •. Z " � CON CTOR FlELD LOCATION MANHOLE 0 E 2457.78 _ _ _ R O J . • } FROM HYDRANT IN ALL DIRECIMS w -- • .. . EXISTING PU �a IE =21 _ " J . -- - C� ' •' : • OF E�I111VG 8' *ATM MAID PRIOR T�0 W y \r - ' "•t -v`'� ... CONSTRIiCTiON .. IL �" f r 1001E 6'PVC I k . ......... I � ' " W I x 40 60PVC 01. UK =FINISHED GRADE r1 0 1. � ERVICE I 0 I -- I ' •' • - J IE= 20.38f(N S) I I _ I I J 0. IE= 20.481 E J _ - I I i I CAR DROP -OFF SURVEYOR SHALL FIELD : • : • ; LU �) i 85LF 6°PVC I i _ NEW EASEMENT ♦ W W t 0 1.00x I I 9OL-F 61V E 2549.16 . - ... - • . • PROPOSED WATER EASEMENT . . , I ---- -1 I 1 2 5 � • .. . 0 -_ ' -•'� BUILDING MOUNTED FDC • . • : • . - ' • • I 12LF 6" PVC NEW PIV , . .. 1 8 CROSS JxFL c • • • 0 1.00x _ -,�- �- - - _ _ i- INSTALL NEW DDCVA ., POLYPIGGING STATION PER 1 APPROXIMATE LOCATION - -- - .r -- INSIDE BUILDING .. - ' - • • • : •• • ��� ��� - -_. _ __ _ - - _ � � .. I ON OF . OlF' 6'"OIP 43LF 6'PVC _ 71 _ ~ • • • . 1 E)OSIING WATER LINE , /0 - • • -' 01:007 PER DET. 1 /C3.3 Col . • ; • i m ... _ / -- - DEMOLISH EXISTING • • f ' _ 0 WATER - --_ --- _- -_ I SINGLE CHECK VAL • • • . •. EASEMENT 5539.38 / 6OLF 6"D1P H 5539.35 . :• • SSEMIBLY I .. �- �� E 2375.70 � I/ 0 1.00 E 254915 FF -28.13 Y 1 .. _, PROVIDE TILE NEW NEw CONSTRUCTION C$Z'�,, .. _ cc _ 1' N 5539. N 5539.35 IE =22.69 10 _`.. • : • i ' "DIP TD BUILDING (APPROX 21 000 SF) a� cma I ww E 2435.70 E 2478.15 REMOVE EXISTING WATER METER rE =21.55 1 26 PROPOSED WATER. EASEMENT ... •. .S �..� IE =2 .98 CONCRETE VAULT r r Q ,�� / I CUT & CAP AFTER .. x �''�" i 12" DOMESTIC SERVICE SAN. MH : ;' •. SURVEYOR SHALL FIELD J RIM 25.61 VERIFY N EW EASEMENT RI1 $ 24 / , Its. IS USABLE FLOWLINE 8" PVC N, S 19.63 1 IRRIGATION METER- DCVA RERMT , SURVEYOR SHALL FIELD °b IE 6" PVC E. 19.63 SEE IRRIGATION PLAN F AIL ..� ... .. EXISTING FIRE yEp1FY NEW EASEMENT � LADDER EAST SIDE �.�� • • W i N pp n� CONTRACTOR SHALL OBT PERMIT HYDRANT IN S (CENTER WEST RIM) ' I1 O 0 � - ^`- .. •. I IE =22.50 MIN. • • • j , ... • IT FOR METER TO BE 'r . • . • . • 5 STORZ .. :.. INSTALLED BY 11�E CITY - -- __ __ • .. • .. r 9LF 6"PVC Fl1iiN r - • • - .- ., . . _ f r - 05.00% REMOVE EXISTING � _ _ _ _ CHECK V A s •s , , ALVE ... .. � EXISTING /8 WATER �3 r I . ' 1 42 -,05` MII�. , .. • °AND VAULT. SEE C1.0 " 8 F 4 MM-79 r jjj ..._.b.s _ 31 OLFu2V - . -, ( r [El WT f I Li .•.•. �cn cr dol 66 ... mW a I i i RIM A ST TO F.. INSTALL 8 (MJL PLUG • ; •' , CL I i CROSSING I , I UNABLE TO OPEN AT EXISTTIG HYDRANT LEE AND �� • •,•;• Z • \ I 's fE =20.90 (N) CONCRETE BLOCK BY CITY. -: •; • ; Z • 1 I SURVEYOR SH ALL FIELD VERIFY APPROXIMATE LOCATION OF RETROFIT EXISTING HYDRANT - . • .. . ' . • . • S . SURVEYOR SHALL FlELD VERIFT ... GONTRAC TO ! V " o I SANITARY SEWER I I 4444,6 FIELD LOCATION q` a� ,,,,,� ` J 0 , EASEMEIT EXISTING SANITARY SEWER LINE I I NEW SANITARY SEWER EASE'MIENT WITH 5 STORZ FITTING ....... OF EXIS 8' WATEd MAIN PRIOR TO ��'� D � ...... �/ L_ -- -.�. .�- • • • • APPROXIMATE LOCAl10N OF EXIS - - ---- - - ---- -- - - - - � -� - - - - _ .�._._ _ _ ._..� _ _ _. _ - ..... CONS To � � PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER EASEMENT SANITARY SEWER LINE ` _ 1 -1 /2* PUBLIC , N W 3t SAN. M H s CONFLICT NOTE QENER AL NOTES METER PER DETAIL �t > / SH .�� OC � ALL RIM 25.63 \ THE CONTRACTOR SHALL 8E FOR THE LOCATION DIM AND 1. TERMINATE PIPING 5' CONTRACTOR FROM BUILDING UNLESS '��' ♦ W " LADDER NE 8" PVC NW, S 11.00 '$► \ DEPTH OF ALL EXISTING U11U11ES WHETHER SI` M ON THESE PUNS OR NOT BY T OTHERWISE NOTED. SEE MECHANICAL PLANS OBTAIN PERMfIT FOR TD � . / � S�or►�L � 4 W 0 J" 1.A00ER EAST SIDE HOLING INSTALLED BY THE CITY �' ���� � (CENTER WEST RIM) THE UTILITIES AND SURVM THE HORIZONTAL AND VERTICAL LOCATION OR TD FOR HORIZONTAL AND VERTICAL STUB i % E, S e ?1 o� J Z'4 '5 (POSS18lE 12" PIPE TO THE NORTH) CONSTRUCTION. THIS SHALL M�CLUDE, CALLMG UTILITY LOCATE AT 1- 800 -424 -555 AND LOCATIONS AND CONTINUATION AT BUILDING. - 4d - •- ter, DoT HaMc Ali ununXs AT Locanoris OF NEW unun cROSSnres TO PH CALLY 2. �/ CALL 48 HOURS VERIFY WHETHER OR NOT CONFLICTS T. LOCA110NS OF SAID U11U11ES AS SH ON SEE DETAIL 3/C3.2 FOR BEDDING AND BAA(Fl M LL PIPE 1RENGIES FOR CITY OF RENTON CONTROL POIN YHESE PLANS ARE BASED UPON THE UNVWIIED PUBM W°RMAnoN AND ARE SU CT PAVEMENT RESTORATION. SEE DETAIL I/c2.1 FOR BEDDING AND BAgfFlIL�f�TNL . BEFORE YOU DIG TO vu�Anon. IF CONF11Cls SHOULD OOCUR. THE CONTRACTOR SHALL CONSULT AHpI, INC 1- 800 - 424 -5555 s NORTHING: 175890.972 � � M RESOLVE AI.l PROBLEMS PRIOR 10 PROCEEOnrG WITH coNsrnucnar. � 3. SEE qvx S►4EEt C3J -C3.3 FOR NOTES AND DETAILS. � . � / cr FASTING: 1298016.470 z NO. 204 NORTHING: 174493.521 FASTING: 1296648.109 KING COUNTY SURVEY CONTROL POINT NUMBER TT249 BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE WINGWALL OF BURLINGTON NORTHERN -SANTA FE RAILROAD BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE ELEVATION 35.72 (NAVD88) >0 -Z UW $2 i 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES ' AND STTRUCMS. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FE< �,,� CHECKED FOR COMPLIANCE CITY OF RENTON 0 FROM THAT SHOWN ON THE PLAN. T CITY STANDARDS N BY �/ DEPARTMZNT OF PUBLIC 'WORKS 5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS, u� Afoy MTE By OAT'E UTILITY PLAN C3.0 BASIS OF BEARINGS SITE BENCHMARK 6. SEE SHEET C3.3 FOR FIRE NKLER AND FIRE PROTECTION WNE. DATE CENTERLINE OF SW. 7TH STREET PER "X" ON TOP OF BOLT OF 7. ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. F«ns�oHS cmr COMMENTS w,� s/13/o3 as�v a w,rt• OATM 03 -20-2003 tt! N,", O SHORT PLAT NO. 8110239001, IN BOOK HYDRANT, LOCATED WEST 2 REVISIONS PER C17Y COMMENTS w,F 6/1d/03 MAW% ,SEA 20232900 `7 299 AT PAGE '158, (RECORDS OF KING SIDE OF HARDIE AVE. SW. 8. ALL NEW UTILITY EASEMENTS SHALL BE FUD VERM BY A o�acea osc �" �x' 1 • • ,o' ''"�0'0°�'- ""�'- COUNTY, WASHINGTON (S.P.) ELEV. 27.23 PROFESSIONAL LAND SURVEYOR. - MO. my__ ABM. I OAIt A/MOVM ��► • Mew r�M sm"T' , ORa 11 <t SCANNED NOV - 7 2003 '� ; W' :P66 Ot 40 ♦ r Iry S , 0 � o C� z z �_ 04 o w z <z 0 0 aD Z to W .� I z CL 0 CL �_ z CL Li f LJ 7Q w _ Z �o O 00 ___! c;d z of w to w w f-- Z Y Z U Q J U i Q. W d U V: 0 J Q. o_ H D� n_ d m Aa a 2 Q z= W x W w �L r T = J W ` Z _!(-, -o ui (It V I J Z u Ln Z 4 � H Q � K W W Z v 3 u a. a. 0 m Z 0 cr ci Z LITHIA CHRYSLER DODGE JEEP - RENTON PORTION OF SW 1/4, SW 1/4 OF SECTION 18, TWP. 23 N., FiGE. 5 E., W.M. CRY 4F RENTON, KING COUNTY, WASHIINGTON SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. 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 TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTTON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S HE�PONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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. 11. 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, THOROU �HLY 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. 12. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL 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" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING w w o• o 7 •,sir i A TOP OF PPE ELEV. = 2285 2W WATER ELEV.= 2268 TAP OF PPE ELEV. = 21.93 60PVC SANITARY SEWER BEV.= 21.43 SANITARY SEWER/PROPOSED DOMESTIC WATER CROSSING (ca+ ca„aAcrms USE) NOT TO SCALE ASSUMED ELEV.= 22.40' EASMG 2' WATER ASSUMED ELEV.= 22.23' N c TOP OF PIPE ELEV.= 21.96 8'PVC SANITARY * NOTE: SEWER ELEV.= 21.46 AS -BUILT INFORMATION IS NOT AVAILABLE FOR EXISTING WATER LINE DEPTH. GIVEN DEPTHS ARE ASSUMED WITH 3 -FEET COVER FROM FINISHED GRADE. CONCRETE ENCASE SANITARY SEWERLINE. 10.00' ON CENTER WITH CROSSINGS. 00 NOT ENCASE EXISITNG WATER LINE IN CONCRETE. SANITARY SEWER /EXISTING DOMESTIC WATER CROSSING J NOT TO SCALE TOP OF PIPE ASSUMED ELEV.= 22.35' aasnNc 10' WATER ASSUMED ELEV.= 21.52' ° TOP OF PIPE (:7rF = 21.25 VC SANITARY • NOTE: SEWER ELEV.= 20.75 AS -BUILT INFORMATION IS NOT AVAILABLE FOR EXISTING WATER LINE DEPTH. GIVEN DEPTHS ARE ASSUMED WITH 3 -FEET COVER FROM FINISHED GRADE. CONCRETE ENCASE SANITARY SEWERLINE. 10.00' ON CENTER MATH CROSSINGS. 00 NOT ENCASE EXISITNG WATER LINE IN CONCRETE. SANITARY SEWER/ EXISTING WATER CROSSING NOT TO SCALE 92 TOP OF PIPE ASSUMED ELEV.= 23.04 DOSTING 6' PVC STORb � ASSUMED ELEV.= 22.54' v TOP OF PEE ELEV.= 2233' 8'PV'C SANITARY SEWER ELEV.= 21.83 * NOTE: STORM DRAIN ELEVATION DETERMINED BY ASSUMING 0.5% PIPE SLOPE BETWEEN CROSSING AND DOWNSTREAM INVERT AT CATCH BASIN. CONCRETE ENCASE SANITARY SEWERLINE. 10.00' ON CENTER WITH CROSSINGS. DO NOT ENCASE EXISITNG WATER LINE IN CONCRETE. SANITARY SEWER/ EXISTING WATER CROSSING F I;t N • 1. STEPS TO BE 3/4 " 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COA71NG; WASSER MC- CONSEAL OR APPROVED EQUAL; 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPR "VED EQUAL. 10. COLOR OF COATING SHALL BE WHITE. 24 "x 6" FRAME AND LIP PER DRAWING BR29. SANITARY SHALLOW �M ANH OL E TY�PE B NOT i0 SCALE CITY OF RETIION DIrG. BR37 � - 30b40T OCfY1��CNf1CJ'1 CHECKED �w� ��..� "�.'�� z 0 0 C� z z �_ .. cn W Q w z <z 0 0 aD Z to W .� Z 0 Q U 0 J 1 J + ca FW-- 0 z LLI J H Owl L It W W 7 W O O W J Q S U Q t J J (n Q� �w �z� �Z� S. C x wA� 9p U Q Q_ >_ �.4 w �(> V) M> D EXPIRES 8/27/03 tN OF COMM m Oom"T HAS CAI we E<EcmwALLY Ar Kcapom T�R1 me 111- 23-070 me 01AP" ».x OCR IPIAUTHMM ALIM" OF ANY OF THE WORM UN 011 IMS O0T?A1071T ML MAMIE TIE MAW 11Y (3RT01011 A4 MAMC If IMA3 MG rl" 5 110OM1ARD HEWED AS All NSWPJ TTT w PIIQES9011AL wrom Is nE �1r a as AO 1s IV To K vsm M so[ CR M PMT, RP ANY OTHER PROJECT 1101T 1HE ■ITTEH AUWWAtO OF AHM w N JZ�i >� -z 0 r� rl 0 FOR ��� �ne�Reu ruK cumrunncE CITY OF RENTON N �. I JO, CITY STANDARDS � II DEPARTMENT OF PUBLIC WORKS BY Ai DATE ���Ww �'' GATE Q BY UTILITY NOTE) & DETAILS 21z CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 ROLL 1 -= - DATE -ye, 1 REVISIONS PER CITY COMMENTS WJF 5/13/03 DESKWDs WJF 7ATEs 03 -20 -2003 2 REVISIONS PER CITY COMMENTS WJF 6/16/03 DRAW* JEA 0*0=l DSG SOA�s NTS NO. REVISION BY APPR. DATE APPROVED: ��n� SCANNED NOV • 7 2003 �J r. C N a C o � C a J 7 s N r I ' 0 m 0 CU z III O FILE NAME: 202399 -c31 PEW MR! PAM m _ SMT: 8 OFI 11 .� �J r. C N a C o � C a J 7 s N r I ' 0 m i J u 0 J (L o � s- CL D a �N N P V 4p- b i G W lr 7 Z C O C Z CL W d Wij W �' W V d W Z — e 0 00 z W W W �— J O Q 0 Z U 4 i N w U a CL CL J u 0 J (L o � s- CL D a �N N P 0 Sh Cv Q: FM If"XWff V^L w COMY -"R CRAk 10 IOM F-" Ot 001IE' SUM AS CLOD M a M f0! A� C wrimm �w IT AM ° Mow _arr�r S1 M AATTACM WIN 1 ST � SIM CAMLL INPIEM 1'�' POfTA M cPElt IM Off. 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Mrlw tNlt �• • rwrwL I& w sow r tummrdkb Irr wy iwwwwy s$*W@m or wiw Am of i -11 r s r WATU BE MCE OCTAL LiOCAIM III NIORT- 4W-WAT �w ADOPM a*r w fl�H*aif M. NAME: 04M V WE W107.2 WATER SERVICE D ETAI L M CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 ROLL 119 2 r-e mr Ott 41-9 mr I I zl it CLEM 3/190 Ddsm COMM ASSEMl1. r - 4 FL \ 1 EACH S1W L w r KEr C04LcSCn+c r"iES r-�e ur I r -s yr r-e PLAN VIEW COVER HOT SHOWN, SCE CUVE1t PLMf h i INLET faAL V. 'C' Cc �tE - SECTION AA V"TL F w- 84 I ia.r -mom Lcow ornr ra.e r PLAccs ounEr 77 a� a� m rrftv. mw w.Atr aovm BE CE 3 3 EN urr iwEt L cUvtR viAaAarA" sSW vr. cteo�� STRUCTURAL NOTES- L NEW - AM A-W O MOE W A. OF 131 - A- ff1''SiN S `OW VATE1t A!O V A 1LxlfT Tswm LOAAf© FACT PO MSNTO GENERAL NOTES: L CQITAAiI: I of TO - VERIFY ALL EOCKOtlt SAES NO LOCATIONS :0 ALL OPEUTlM & VW V OF VAtLT16 MMAX • KAM SUPPLY & =TOLL ALL PIPM A EI.Et:Tlta'•AL 30 ALL PAJ"T1w MORO" VW^JL ALL LAMB! L PosmTmuf 01Mf M - N A990 LED VMLT DART MlC W"W I OUM1. !� rw BILL OF MATERIAL �" rlufs 25 -CPS VAUL T SPECIAL SAW sccrxpf vr. OIL WATER SEPARATOR UTILITY VAULT CO. MODEL 25 -CPS an Rim PIVM TEAT. SOM§fT LSE 9W wMi1C o 3 NC PArDN]lT. r a0llr "'NCmm Aww.T Tpa a wx om aa1QEtE PAMM - CM T � SEC' S11E1C'lll1NE,7 11o11 VAM PAM WAS �iyP No srna RAW 011 SWACNO 1w oalm On F c=k r MAMN LM UWA1g WAS NANK MAIM. WA%R ADM FOR PPE IMM 90 OAPAC1m if MAX. U" a a a or O. . Pot tleuoR s1a tf pm IM' - 1 -a0►1� 1� O AC11a1 14 S LL ♦ w opt N If 101. CN mm Al vm 1. NAM @AMU w1W AT utPKM NM OU MOr MAC WNt W +oIEJIlE1t mm to um r of UE PIE all wE OMf111AC1� Ma 11[ aPnall m m M%R emu PIE il�o�R oois�onrle 10 *-all M BEDDING & 'BACKFILL PIPE IN TRENCHES NP. FLEXIBLE PAVEMENT RESTORATION NOT m sGu r s- 30640 copy 1 SIGNAL E>< 5 a 12110.3 —1 • " Boa ow Atww • mn a w wwm w w rwr.R wi 8"w• " Z O F Q O J LlJ Z W_ 3 uJ 4 0 Q� co mi Q co n • Z O i W W 7 8' U j(/) Jr W 2 � F2� J 0 tea} W ~y> a W' W AOO J2.4 —Z 0 b� It nr r Rmw� m www4m wm i w wRomm low a w • mmsna meow w •om iris "w"Mai 9i „"L IN CHECKED FOR COMPLIANCE CITY OF RENTON N CITY STANDARDS �,E�w���Ex*r �o� pv�sLiv �►ot��cs DATE o p 4#rv" `� DATE UTILITY NOTES A DETAILS C 3. Z oAn m 1 RMSIONS PER CITY COMMENTS w,1F 5/13/03 ------M w.JF STS 03 -20 -2003 � "A� 202399-c32 2 REV1SlONS PER CITY COMMENT'S WJF 0/16/03 SEA a Doom DS(; 90ALE WS fly flNw_ PAAID- Ifo. I�vllllolf w APwt. DATO 9 • SCANNED HOV • 7 2003 ��; �'✓'�'0 601 � � �e� r e � ,��,, �✓ w' �, 7 L w r KEr C04LcSCn+c r"iES r-�e ur I r -s yr r-e PLAN VIEW COVER HOT SHOWN, SCE CUVE1t PLMf h i INLET faAL V. 'C' Cc �tE - SECTION AA V"TL F w- 84 I ia.r -mom Lcow ornr ra.e r PLAccs ounEr 77 a� a� m rrftv. mw w.Atr aovm BE CE 3 3 EN urr iwEt L cUvtR viAaAarA" sSW vr. cteo�� STRUCTURAL NOTES- L NEW - AM A-W O MOE W A. OF 131 - A- ff1''SiN S `OW VATE1t A!O V A 1LxlfT Tswm LOAAf© FACT PO MSNTO GENERAL NOTES: L CQITAAiI: I of TO - VERIFY ALL EOCKOtlt SAES NO LOCATIONS :0 ALL OPEUTlM & VW V OF VAtLT16 MMAX • KAM SUPPLY & =TOLL ALL PIPM A EI.Et:Tlta'•AL 30 ALL PAJ"T1w MORO" VW^JL ALL LAMB! L PosmTmuf 01Mf M - N A990 LED VMLT DART MlC W"W I OUM1. !� rw BILL OF MATERIAL �" rlufs 25 -CPS VAUL T SPECIAL SAW sccrxpf vr. OIL WATER SEPARATOR UTILITY VAULT CO. MODEL 25 -CPS an Rim PIVM TEAT. SOM§fT LSE 9W wMi1C o 3 NC PArDN]lT. r a0llr "'NCmm Aww.T Tpa a wx om aa1QEtE PAMM - CM T � SEC' S11E1C'lll1NE,7 11o11 VAM PAM WAS �iyP No srna RAW 011 SWACNO 1w oalm On F c=k r MAMN LM UWA1g WAS NANK MAIM. WA%R ADM FOR PPE IMM 90 OAPAC1m if MAX. U" a a a or O. . Pot tleuoR s1a tf pm IM' - 1 -a0►1� 1� O AC11a1 14 S LL ♦ w opt N If 101. CN mm Al vm 1. NAM @AMU w1W AT utPKM NM OU MOr MAC WNt W +oIEJIlE1t mm to um r of UE PIE all wE OMf111AC1� Ma 11[ aPnall m m M%R emu PIE il�o�R oois�onrle 10 *-all M BEDDING & 'BACKFILL PIPE IN TRENCHES NP. FLEXIBLE PAVEMENT RESTORATION NOT m sGu r s- 30640 copy 1 SIGNAL E>< 5 a 12110.3 —1 • " Boa ow Atww • mn a w wwm w w rwr.R wi 8"w• " Z O F Q O J LlJ Z W_ 3 uJ 4 0 Q� co mi Q co n • Z O i W W 7 8' U j(/) Jr W 2 � F2� J 0 tea} W ~y> a W' W AOO J2.4 —Z 0 b� It nr r Rmw� m www4m wm i w wRomm low a w • mmsna meow w •om iris "w"Mai 9i „"L IN CHECKED FOR COMPLIANCE CITY OF RENTON N CITY STANDARDS �,E�w���Ex*r �o� pv�sLiv �►ot��cs DATE o p 4#rv" `� DATE UTILITY NOTES A DETAILS C 3. Z oAn m 1 RMSIONS PER CITY COMMENTS w,1F 5/13/03 ------M w.JF STS 03 -20 -2003 � "A� 202399-c32 2 REV1SlONS PER CITY COMMENT'S WJF 0/16/03 SEA a Doom DS(; 90ALE WS fly flNw_ PAAID- Ifo. I�vllllolf w APwt. DATO 9 • SCANNED HOV • 7 2003 ��; �'✓'�'0 601 � � �e� r e � ,��,, �✓ w' �, \ O P \ RECORD \ THESE �5s GRAPHIC SCALE SUBMITIEDM PARTBY07HM 1#LE THIS INFORMATION BELIEVED ID L I TH I A -CHRYSLER. DODGE JEEP a R E NTO N - BE RELIABLE HBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ROR OR \ !s \ A RLT THOSE RELYING ON THIS RECORD DOCUMI NT ARE ADVISED TORS ESU (/D PORTION OF SW 1/4, SW 114 OF SECTION 18, Tff. 23 N., RCN=. 5 E., W.M. OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BUM APPLYING IT (n ( IN P'RRT) \\ \ FOR ANY PURPOSE. FURTHERMORE, THE BOUNDARY !IVES SHOIIV HEREON DO I z i me° _ 40 CITY OF RENTON, KING COUNTY, WASHINGTON \ \ \ NOT REPRESENT A FIELD SURVEY PERFORMED BY AHBL, INC. CL z r 7, \ \ a:� iD (Z;� CL '\ `\ \ w CKER LSO 13670 DATE It CL LLJ LLI cs a z \ O LLJ p Z .. 17M SEPARA / \ O O UTILITY VAULT ' " 0 Z MODEL 025 -CPS 36 x w -N- 6669 -F N 5568.72 \ LLJ F_ s E `ti' .4r E 2366.26 / R-O -30 \N \ g IE -20.60 (W) �l OuNO RA1l` - "' JPD 0-\N) V) \ \\ IE =20.65 (E) OET S R' A\1 � \ Q U / M N g1A ANDTO a NORTHERN CHOW RETROFIT EXISTING _ i 1 8'x 6� lEE JET. J FINE HYDRANT WITH. 5631.93 ( ) CT TO 8' PER DETAIL APPROXIMATE LOCATION OF 5' STORZ Fl E 2636.71 I `�\ 1 x' TAPPING TEE1 MJxFL - SS E= 23.80 FIRE 0DRRMT Y . " EXISTING SANITARY SEWER LINE 442.45 (', '( ) P3vt�: N 5613.BC (2) CONCRETE THRUST BLOCKING .h . w SSMH1 SANITARY' SHAH! OW?!1� f 2546.86_ PROVIDE 3-FEET CLEAR DISTANCE `� CO•N COINCRETE CTOR FIELD LOCATION MANHOLE OVERBUILD E =7280 FROM HYDRANT IN ALL „ N ' TO EXISTING 3f3 �i:��` 94 .... may, 1 �� ATER M PRIOR W. N5 6 I a 2356.88 • I ! (1) BLO�VOFF A BLY I N qq -I GRA9E 24.66 i 1.96% 5 I ■ ' C]x- I 1 I ey E= 20.38t(N,S) � J i7 1 I t11 IE =20.48 #(E) I I 4l61F 6 a I VERIFY NEW EASEMENT PROPOSED (MATER I I !D 1 OOX I I 125 . • �tDPOSED WATER f�iSEiNT EASEMENT LTED MID i I AS -BUILT LOCATION I I I 1.161E NEW PIV OF (MATER UNE 12LF 8'PVC N, j �' -.,. -- _ � _ _ _ INSTALL NEW DDCVA � r•r�'.� f ' ;'.• PER _ - - - YPIGGING A 26 - INSIDE BU t . ��� ��� ■ I i Ai� G'L� ti - 0 , G _ _ Y -� - 6'Pr - - PER DET.1 /C3.3 ►:' I � _ - r - - - - _ tiEMOLISH EXISTING ssom SINGLE Mow �- _ ' _ 5539.38 I GOLF 6'DIP ; N 5539.3F, CHECK VAL o V 2375 I I • 1.00% „ E 2549.15 PROVIDE NEW i- VIDE TILE IEa ??:'1'9 , ' NEW OONa'IRUCtION � � : , I _ L� X N N 5539. 1o'DIP TO BUIIDIN( (APPROX. 21,000 SF7 , .. /x, I I N_ - -- l 1 ,;, !' a�;F I WATER A� E 2435.70 E 2478.15 REMOVE EASING Z. IE -21.55 IE =21.98 CONCRETE VAULT �p . - _ z6 PROPOSED WAlERpEASE1NEFNT _ r r V. '0 I I 22'' TDOMESTIC SERVICE SAN. MH EXISTING BUILDING > . SURVEYOR SHALL FIELD I RIM -z"• - 25.66 '� VER11"t- NEW*-EASEMENT I I$ USABLE ,.; r r 24 - _ __ FLOWLINE 8" PVC N, S 19.63 ) 1 IRRIGATION W'bb& DCVA / -< RETROFIT IE 6" PVC E. 19.63 / `6TH IRRIGATION PLAN � / I SHAH FIEND I /. ;FEET EXISTING FIRE LADDER EAST SIDE ';.� Q�� ��0 CONTRACTOR SHALL OBTIi PERMij HYDRANT W - EASEMENT CENTER WEST RIM 1"i w / N I s ( ) IE -22.50 MIN .� ' D METER TO BE r 5' STORZ �• ,, : ' ` ' ,': AM BY CITY FITTING'S _- I - - 0 . REMOVE EXISTING CHECK VALVE _ EXISTING /8' WATER / s E AN VAULT. SEE C1.0 1 W2 " s ^F ^ (W -7953 W is LHFa INSTALL -T1' (MJ),PL11G - / S hQ�1! Z 2 .44 Y LNG p I I AT EXOSITNG HYDRANT TEE AND _ �� 1 I I ts• UNABLE TO OPEN / I �IE -20.90 (N) CONCRETE BLOC( BY CITY. / F- z S I I SHALL FIELD VERIFY APPROXIMATE LOCATION OF I RETROFIT EXISTING- HYDRANT- -- - - :b' / / S �.! v ` dR a I I SFOG L FIELD VERIFY E0NIRAC 10 FIELD 4ERIFY LOCI ICON / .� p J O x o %1j SEMIEII EASfMtE1NT - EXISTING SANITARY SEWER LAIN I I NEW SANITARY SEWER EASEMENT WITH 5' STORZ FITTING / OF EXI 8' WATER MAIN PRIOR TO ���`` a >_ 3T APPROXIMATE LOCATION OF EXIS - - - - - -' - - - - / CONS T1 IN / (r 4 W SANITARY SEWER LINE PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER IASEMENT 1 -1/2' PUBLIC i / i �cn! s UTWY CONFLICT NOTE GENERAL NOTES METER PER DETAIL / �t Ot RIM 25.63 CONTRACTOR SHALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIAETN AND 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OBTAIN PERMIT FOR TO BI;� /Dx;,t W t FLOWLINE 8" PVC NW, S 11.00 \ (n 14 DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY PQT OTHERWISE NOTED. SEE MECHAICAL PLANS 3 LADDER EAST SIDE INSTALLED BY THE CITY / / J Z vil (CENTER WEST RIM) \ HOLING THE UINJTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCAl10N TO FOR HORIZONT.,L AND VERTICAL $TUB examES 8/11/OJ t OONSIRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCALE AT 1- 800 - 424 - AND LOCATIONS AND CONTINUATION AT BUIIM. _ , ) (POSSIBLE 12" PIPE TO THE NORTH) I I `t THEN PDT H ALL UTILITIES AT LOCATIONS OF NEW UTILITY TO PH Y 2. / CALL 48 HOURS �-'""� °'" w'� -z VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U11UTES AS ON SEE DETAIL 3/C3.2 FOR BEDDING AND BACKFI L PIPE IN TRENCHES FOR +w rx .�.�•M s> 0 • *� • n CITY OF RENTON CONTROL POIN I T� PLANS ARE BASED UPON THE UNVERIFIED PUBLIC WORMA70 AND ARE CT PAVEMENT RESTORATION. SEE DETAIL 1/C2.1 FOR BEDDING AND BAMM /DETAIL. . � BEFORE YOU DIG lo �� � � U W TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AHpL, INC .......�..�...- Z 1- 800 - 424 -5555 Q N0. 80 I TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I 3. SEE CIVIL SI#ET C3.1 -C3.3 FOR NOTES AND DETAILS. / � � / N Ln NORTHING: 175890.972 /��� FASTING: 1298016.470 4• CONTRACTOR LOCATION O, CHECKED FOR COMPLIANCE CITY OF REI`3T^N � �2 NO' 204 NORTHING: 174493.521 BY THAT SHOWN ON THE PLAN. TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS FASTING: 1296648.109 5. SEE DETAIL 6 /C2.1 FOR SEWER q.EAN OUTS. BY DATE � yERnCAL BENCHMARK � DATE UTILITY PLAN C$.0 � KING COUNTY SURVEY' CONTROL POINT NUMBER TT2�9 CIS °F �'�� SITE BENCHMARK S. SEE SHEET C3.3 FOR FIRE SPRINKLER AND FILE PROTEC110N NOTE DATE BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE CENTERLINE OF SW. 7TH STREET PER "X" ON TOP OF BOLT OF 7. ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. 1 REVISIONS PER CITY COMMENTS WJF 5/13/03 DESWIM WJF DATE, 03 -20 -2003 fllE NAME' 202399030 WINGWALL OF BURLINGTON NORTHERN -SANTA FE RAILROAD SHORT PLAT NO. 8110239001, IN BOOK HYDRANT, LOCATED WEST 2 REVISIONS PER CITY COMMENTS WJF 6116103 DRAWN JEA SCALE. naa.o0w_ ►�_ z BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE 29, AT PAGE 158, RECORDS OF KING SIDE OF HARDIE AVE. SW. S. ALL NEW UTILITY EASEMENTS SHALL BE FOLD :u,' FLED BY A CMCI DSG ' ' 40 ELEVATION 35.72 (NAVD88) COUNTY, WASHINGTON (S.P.) ELEV. 27.23 PROFESSIONAL LAND SURVEYOR. NO. REwsroN my APPR. DATE A"ROVED: MEET. 7 or-. tI Q w>�i�- a7'- �ii6N ►. wwP. :' -lW 2 , w6cco �_�b6vb ,,./ SCANNED OCT 0 8 Mir