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HomeMy WebLinkAboutzS-2790SetE 1.1 11MME z 0 w Ir A O SCALE: 1" = 200' 0 100 200 400 MINITY MAP NOT TO SCALE LL, IE 11 7 _q 8 7 6 5 27 g d I I 28 2 '11, 52 354 0 2 31 , L�- ... 29 J0 68 �j — 106 32 57 0 491 107 34 41 42 7 108 —T — 40 4J F-1 109 110 111 ------ -- 6 1 44 454614748 C A7 _L ,11, L-71"....".1-13 -------- -------- PEET- t4 _FT - - - __* ------ Z- BA4 — 1— �OZNA 7�INOWCHMA �R, EL 454.77 Et. 490. 9 I T_1-�T_TF_1 I L -I ' =I �1 I I I I I I I Ij LEGEND VWA� TRIAD ASSOCIATES Project Management Civil ftineering Lend Surveying Land Use Plenning Landscape Architecture PROPOSED SANITARY SEWER SEWER MAIN SEWER MANHOLE -- - - - - -- -SEWER FORCE MAIN • CLEANOUT —SEWER SERWCE IM CATCH BASIN, TYPE I ­—BOUNDARY CATCH BASIN, TYPE If —LOT LINE SINGLE WATER METER wl 314, sERwcE RIGHT-OF-WAY DOUBLE WATER METER W1 I- SERVICE GUTTEIZ, FLOW .1, CURB LINE FIRE HYDRANT CENTER LINE AIR/VAC RELEASE VALVE EASEMENT BLOW OFF - — — — — — — — - BUILDING SETBACK LINE (BS&) H GA 7E VAL VE WA 7EI? MAIN TEE STORM DRAIN PIPE BEND ___________....__..._.ROOF & FOOTING DRAIN REDUCER - — — — — — — — - 10' CONTOURS CONCRETE BLOCKING ------2- CONTOURS EA7S77NG ASPHALT PAVEMENT EXISTING CONCRETE PAMWFjVT BENCHMARK AND DATUM DATUM: NAD 1983191 (BASED ON 77ES 70 CITY OF RINTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VERTICAL DATUM., NAVD 1988 ORIGINA 77NG BENCHMARK CITY OF REN70N BENCHMARK f 1852 - 3- BRASS SURFACE MONUMENT AT THE INTERSEC7701V OF SE 128TH STREET AND 148TH AVENUE SE ELEVA77ON 454.77 FEET BM I I SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 18' _i- WEST OF SW CORNER OF THE PROPOSED WNDWOOD PROJECT SITE. ELEVA7701V 490.99' BASIS OF BEARING SOUTH LINE OF SOU7H*fST QUARTER SEC77ON 11-23-5. NOTES FIELD 70POGRAPHIC SURVEY BY TRIAD ASSOCIATE'S RIGHT-OF-WAY BASED ON KING COUNTY ASSESSOR'S MAPS SHEET INDEX 1 COVER SHEET 2 SEWER DETAILS AND NOTES 3 PAVEMENT RESTORATION DETAILS 4-9 SEWER PLANS AND PROFILES KOLL ® 70100/ aw-mER / DEVELOPER CENZE X_ffWES 2320-130TH AVENUE N.E., Stdte jf200 BELLEWE WA 98005 (425) 882-3611 CIVIL ENGINEER / SURVEYOR PLANNER ENGINEERS- TRIAD ASSOCIATES 11814 115TH AVENUE N.E. KIRKLAND, WA 98034 (425) 821-8448 WILLIAM W DUNLAP JT., P.E. UTILITY PURVEYORS SEWER.• CITY OF REN70V WATER: KING COUNTY WATER DISTRICT NO. 90 POWER & GAS: PUGET SOUND ENERGY INa CABLE M TC/ CA&EWSION OF SEATTLE TELEPHONE.' US *EST COUMUNICA-11 YS Checked for Compliance to City Standards R dam„ Zda: (o-7- 7 Vl?lgkr4�� 01999 TRIAD ASSOCIAI 7 - .2 ?94 0'/ SCANNED OCT - 81998 A10ft VWA� TRIAD ASSOCIATES Project Management Civil ftineering Lend Surveying Land Use Plenning Landscape Architecture Site 11814 115th km NE Tel dammu TON Fm 808ARL07M D-9n KMd,,4 R N0311--= Fix 425ALS01 t �x cc OW � ZO O Z3 g k KLAM W. DUALAP, J?. P.E. DESIGNED: W. GwaN, P.EA Pte57s CARD: D. AwwAuln. AwzaF CHEM: W. G=N, P.F. DATE: 1125199 SCHL. HOW: I --200 Vw.: NIA 0 AO 128 IST sslONAL�E�G F EXPIRES: 1/22/01 5/-27/" S NOT VAM UNM SIG= AM DAM Num 98-324 SHEET NUMB 1OF9 .S 11 17� oN -4 > O CA, Z O_ In Z W H X W r' O a_ W U Q' W H Z Z 0 Z W r' H Cn W S C W (SEE NOTE' 4) CASTING INLAND FDRY LIMITS OF PIPE ZONE OR EQUAL Prri4 BACKFILL MA NOTE 5 I III ' f fIX SEE DETAIL .51.4.x" CONCR AD.t/S7MENT (4' MlN) SEE N07E 8 C FOUNDATION LEVEL CONE SSA DESIGN) A MORTAR JONTS O V) D_ NOTES MANHOLE FRAME AND COVER 1 FOR LOCKING LID USE OL N MH D A FOR 5/8 " -11 N.C. x 1 -114" \, SS SOC. HD. CAP SCREW (3 REOO) MIN. J 1 2" TIP. TIP. NON -SKID PATTERN STEPS - 314 . DEFORMED 1 oobo (SEE N07E 5) I -7 " TIP. 2 "' RAISED LETTERS AS STEPS SHALL BE INCLUDED d11O7E' [L EL RED D. SEE NOTE NO.J BELOW B CONCRETE RISER BY PIPE L UNDERSIDE BLOWN fQU CLARITY 3/4 "" CORE (TIP.) ON 23" B.C. ORIEL AND TAP 5 "-'1 N.0 A 60" (CLASS B. G D,: DESIGN) OR APPROVED EQUAL ON 23" BC(7YP. 3 PL) 1 -112" CORE(TY P.) (LOCKING) DHSIGNBD: w. Gown. PE/B. PUIs1s O 12" (TYP)� FRAME (LOCKING) COVER 1 =0" FOR FLEXIBLE PIPE WE 1125199 B MAX. PIPE SIZE - 24" I.D. -� LADDER -570. ALUMINUM OR GALVANIZED STEEL. MORTAR CONCRETE SHELF FILLET PRECAST BASE SECTION OR CAST IN SHELF. l- " - MIN. NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING CHANNELING COATED (SFALED). W17H A HIGH SOLIDS URETHANE COATING,: WASSER MC- CONSEAL OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE SANITARY MANHOLE TYPICAL DETAIL NOT TV SCALE O V) D_ NOTES MANHOLE FRAME AND COVER 1 FOR LOCKING LID USE OL N MH D A FOR 5/8 " -11 N.C. x 1 -114" \, SS SOC. HD. CAP SCREW (3 REOO) LIMBS O- PIPE ZONE J 1 2" TIP. TIP. NON -SKID PATTERN D oobo (SEE N07E 5) I -7 " TIP. 2 "' RAISED LETTERS AS BEDDING MA7ERIAL d11O7E' [L EL RED D. SEE NOTE NO.J BELOW B C UNDERSIDE BLOWN fQU CLARITY 3/4 "" CORE (TIP.) ON 23" B.C. ORIEL AND TAP 5 "-'1 N.0 A w (CLASS B. G D,: DESIGN) p ON 23" BC(7YP. 3 PL) 1 -112" CORE(TY P.) (LOCKING) DHSIGNBD: w. Gown. PE/B. PUIs1s O LIMITS OF PIPE ZONE FRAME (LOCKING) COVER O V) D_ NOTES MANHOLE FRAME AND COVER 1 FOR LOCKING LID USE OL N MH D NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2 HAND TAMP UNDER HAUNCHES ,T COMPACT REVVING MATERIAL TO 95X MAX DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4 SEE EXCAVARON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTANONS FOR TRENCH WTDIN "W" AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTAUL TRENCH: WIDTH, H, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE' NOW SHALL BE 1 -112 I.D. + 18 ". 5. TRENC�I. BACKFRL SHALL CCVFORM 70 BACKFILUNG S£NER' TRENCHES- IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS; EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER. SHALL NOT BE USED IN THE BACLFILL MATERIAL 6. SEE BEDDING MA7ERHAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATONS FOR THE MATERIAL SPEaTICARONS 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE'" IN THE ACGREG47ES SECTION OF STANDARD SPECfFICARON FOR 7FIE MATERIAL SPECIFICADLWS 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS 70 ENSURE FLOW LINE IS MAINTAINED. -BEDDING CLASS DESIGN DIMENSION -1 CLASS 8 LASS CLASS CLASS F 4" MIN. A 1/4 I- D, s • 2ERO 2 - MAX B 1/4 as 1/2 AO 1/8 O.O 2ER0 OD. C /4QO 112 OD. 1/8.00 a.D. - • A = 4 ANN. 27" I.D. AND UNDER. 6" MIN. OVER 27" La (SEE NOTE 7) PIPE BEDDING FOR SANRARY SEWERS FOUNDATION LEVEL A ®.. BDOT'TSD. Wm mt m>mn� (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE z-a -w R� k 4 7. i s ra �m t2/1"1 OA. REVISION BY DM- NAME. SWISC SP PAGE:8077 26-J18" 25 -1 4'" 1f• r6•• I� T2,14 33 -f 4" SECTION A -A I " " SEA lj -1/2 °' 2„ YMPIC FOUNDRY 0. JO ,T OR EQUAL 2 USE FRAME AND COVER FOR STORM ( SPECIFY 'DRAIN' TE CCV�P), ADOPTED SANITARY ('SPECIFY "SEWER ), OR WATER (SPECIFY "WATER ft-duld pl.- 18S nA3c /3/IS/et GATE EVII ON DWG. NAME 91129 SP PAGE-.B074 MANHOLE FRAME AND COVER NOT TO SCALE ww p.3' °d7g0 �„ SECTION B-a PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CONNECT TO EXISTING CLEANOUT. PLUG END OF FORCE MAIN DOWNSTREAM OF LYEANOUT. INSTALL NEW 6' PVC FORCE MAIN FROM CLEANOUT TO SSMH ER -53A. NOTE FORCE MAIN CONNECTION TO BE MADE ONCE ERI EXTENSION UP 70 SSMH ER/ -53A IS ACCEPTED BY THE CITY OF RENTON. FORCE MAIN CONNECTION NOT TO SCALE 5 Tv 6OLL #160 0 3:10� I - N 1w . SANITARY SEWER N07ES AND SPECIFICATIONS: 1. ALL IVV RK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF 774£ CITY OF RENTON AND 7HE LATEST EDITION OF 7HE WSDOT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN T14£ S7REET RIGHT- OF-WAY SHALL BE LIMITED TO 8:30 AM 70 a-50 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222 ALL S7REET CLOSURES PARTIAL OR FULL. SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 7HE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNAC-41- PasNtC WORKS Cnu_c7RUC7TON' PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECFICA BONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 7RUE AND CORRECT LOCATIONS SO AS TO AVID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES S. A PRECONS7RUC77OK CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARTING CONS7RUC71014. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTABLE OF 774E CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY 7HE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFIl1/NG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON57RUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON 7HE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENICK DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WHENEVER CONSTRUCTION IS IN PROGRESS f0. THE CONTRACTOR SHALL PROVIDE 774E CITY OF RENTON WITH AN AS -BUILT DRAW6NG OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVE UR 11. BACKFILL SHALL BE PLACED EQUALLY ON 807H -4-eS OF THE PIPE IN LAYERS W1THA 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 774E SAME AS DESCRIBED. 12. OPEN. CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUPS INTO 774E EXISTING- ASPHALT SHALL BE NEA7LlNE CUT WIN SAW IN A CIV77N000S LINE. A TOWPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACXF7LL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN70N CURRENT STANDARDS 13. DATUM SHALL BE OTY OF RENTON, NAD 198311991 & NAND 1988 14. ALL D157URSED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -97E EROSION AF7ER THE COMPLETION OF CONSmucRON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 197H SECTION 7- 023(1) OF THE CURRENT STA IF OF WASHNGTON STANDARD SPECfFICA77ONS 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 70 UNIFORM GRADE SO..INAT THE ENTIRE LENGTH OF THE PIPE W_!L BE SUFFOR7 0 ON A UNIFORMLY DENSE UN'nELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORME (PVC) ASTM F 679 FOR THE SEWER MAIN AND AS7M D 3O34 FOR STUBS 70 THE MAIN. ALL CONNEC77ONS TO BE GASKETED PER ASTM F 477. 17. IN UNIMPROVED AREAS; MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 18. INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS 70 MATCH PAVING 18. CONTRACTOR SHALL SUBMIT SHORING PLANS STAMPED BY A WASHINGTON STALE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING ANY WORK. Checked for Compliance to City Standards ,0 6 - -7 01999 TRIAD ASSOCIA !- I- 2Jr%o�2 SCAPINEO OCT - 6X999 1 L A® s® v� ASSMIAIS Project 11-p -t Ci,U Mgineering Land Surveying land Use Planning Landscape Arnhitentwe Site Design 11814 116th Ate. M StAI" TA X09{ -M Tel 41Ti.MAM fin 42SAIMI Thu I- 806.4111ILM a .blmv � 0 Z X f Lij O Lu YJ cc W W co rt t o 2 O at W A. 0 W 0°" W Z ft ® Lk 0 V LIMBS O- PIPE ZONE BACKFlLL MATERIAL D (SEE N07E 5) BEDDING MA7ERIAL d11O7E' °_n d FOR RIGID PIPE (SEE 7401E 6) B C FQUNDATIOW LEVEL A (CLASS B. G D,: DESIGN) IWLuhw W. &MLAP. A, P.E. \ BEDDING FOR RIGID PIPE W (- 7407E 4) DHSIGNBD: w. Gown. PE/B. PUIs1s O LIMITS OF PIPE ZONE CARD: R. MARZpF 1 =0" FOR FLEXIBLE PIPE WE 1125199 B NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2 HAND TAMP UNDER HAUNCHES ,T COMPACT REVVING MATERIAL TO 95X MAX DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4 SEE EXCAVARON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTANONS FOR TRENCH WTDIN "W" AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTAUL TRENCH: WIDTH, H, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE' NOW SHALL BE 1 -112 I.D. + 18 ". 5. TRENC�I. BACKFRL SHALL CCVFORM 70 BACKFILUNG S£NER' TRENCHES- IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS; EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER. SHALL NOT BE USED IN THE BACLFILL MATERIAL 6. SEE BEDDING MA7ERHAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATONS FOR THE MATERIAL SPEaTICARONS 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE'" IN THE ACGREG47ES SECTION OF STANDARD SPECfFICARON FOR 7FIE MATERIAL SPECIFICADLWS 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS 70 ENSURE FLOW LINE IS MAINTAINED. -BEDDING CLASS DESIGN DIMENSION -1 CLASS 8 LASS CLASS CLASS F 4" MIN. A 1/4 I- D, s • 2ERO 2 - MAX B 1/4 as 1/2 AO 1/8 O.O 2ER0 OD. C /4QO 112 OD. 1/8.00 a.D. - • A = 4 ANN. 27" I.D. AND UNDER. 6" MIN. OVER 27" La (SEE NOTE 7) PIPE BEDDING FOR SANRARY SEWERS FOUNDATION LEVEL A ®.. BDOT'TSD. Wm mt m>mn� (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE z-a -w R� k 4 7. i s ra �m t2/1"1 OA. REVISION BY DM- NAME. SWISC SP PAGE:8077 26-J18" 25 -1 4'" 1f• r6•• I� T2,14 33 -f 4" SECTION A -A I " " SEA lj -1/2 °' 2„ YMPIC FOUNDRY 0. JO ,T OR EQUAL 2 USE FRAME AND COVER FOR STORM ( SPECIFY 'DRAIN' TE CCV�P), ADOPTED SANITARY ('SPECIFY "SEWER ), OR WATER (SPECIFY "WATER ft-duld pl.- 18S nA3c /3/IS/et GATE EVII ON DWG. NAME 91129 SP PAGE-.B074 MANHOLE FRAME AND COVER NOT TO SCALE ww p.3' °d7g0 �„ SECTION B-a PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CONNECT TO EXISTING CLEANOUT. PLUG END OF FORCE MAIN DOWNSTREAM OF LYEANOUT. INSTALL NEW 6' PVC FORCE MAIN FROM CLEANOUT TO SSMH ER -53A. NOTE FORCE MAIN CONNECTION TO BE MADE ONCE ERI EXTENSION UP 70 SSMH ER/ -53A IS ACCEPTED BY THE CITY OF RENTON. FORCE MAIN CONNECTION NOT TO SCALE 5 Tv 6OLL #160 0 3:10� I - N 1w . SANITARY SEWER N07ES AND SPECIFICATIONS: 1. ALL IVV RK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF 774£ CITY OF RENTON AND 7HE LATEST EDITION OF 7HE WSDOT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN T14£ S7REET RIGHT- OF-WAY SHALL BE LIMITED TO 8:30 AM 70 a-50 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222 ALL S7REET CLOSURES PARTIAL OR FULL. SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 7HE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNAC-41- PasNtC WORKS Cnu_c7RUC7TON' PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECFICA BONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 7RUE AND CORRECT LOCATIONS SO AS TO AVID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES S. A PRECONS7RUC77OK CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARTING CONS7RUC71014. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTABLE OF 774E CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY 7HE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFIl1/NG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON57RUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON 7HE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENICK DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WHENEVER CONSTRUCTION IS IN PROGRESS f0. THE CONTRACTOR SHALL PROVIDE 774E CITY OF RENTON WITH AN AS -BUILT DRAW6NG OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVE UR 11. BACKFILL SHALL BE PLACED EQUALLY ON 807H -4-eS OF THE PIPE IN LAYERS W1THA 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 774E SAME AS DESCRIBED. 12. OPEN. CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUPS INTO 774E EXISTING- ASPHALT SHALL BE NEA7LlNE CUT WIN SAW IN A CIV77N000S LINE. A TOWPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACXF7LL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN70N CURRENT STANDARDS 13. DATUM SHALL BE OTY OF RENTON, NAD 198311991 & NAND 1988 14. ALL D157URSED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -97E EROSION AF7ER THE COMPLETION OF CONSmucRON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 197H SECTION 7- 023(1) OF THE CURRENT STA IF OF WASHNGTON STANDARD SPECfFICA77ONS 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 70 UNIFORM GRADE SO..INAT THE ENTIRE LENGTH OF THE PIPE W_!L BE SUFFOR7 0 ON A UNIFORMLY DENSE UN'nELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORME (PVC) ASTM F 679 FOR THE SEWER MAIN AND AS7M D 3O34 FOR STUBS 70 THE MAIN. ALL CONNEC77ONS TO BE GASKETED PER ASTM F 477. 17. IN UNIMPROVED AREAS; MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 18. INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS 70 MATCH PAVING 18. CONTRACTOR SHALL SUBMIT SHORING PLANS STAMPED BY A WASHINGTON STALE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING ANY WORK. Checked for Compliance to City Standards ,0 6 - -7 01999 TRIAD ASSOCIA !- I- 2Jr%o�2 SCAPINEO OCT - 6X999 1 L A® s® v� ASSMIAIS Project 11-p -t Ci,U Mgineering Land Surveying land Use Planning Landscape Arnhitentwe Site Design 11814 116th Ate. M StAI" TA X09{ -M Tel 41Ti.MAM fin 42SAIMI Thu I- 806.4111ILM a .blmv � 0 Z X f Lij O Lu YJ cc W W co rt t o 2 O at W A. 0 W 0°" W Z ft ® Lk 0 V PM J. 00 6blyY''0 a CA �O 128 G� N S ISTE4Y, G� v 9 /ONAL Ea d I EXPIRES: 1/22/01 5/27/99 STAW NOT VAM UNM SIGN® AVID OAT® '0" mm 98 -324 SM NOT= 20F 9 �8 D a °_n d c r ro ww1'' - G IWLuhw W. &MLAP. A, P.E. \ \ /q DHSIGNBD: w. Gown. PE/B. PUIs1s O O CARD: R. MARZpF CHEM: W. GOWN, P.E. WE 1125199 SCATS: HORIZ.: N/A VW.: N/A J. 00 6blyY''0 a CA �O 128 G� N S ISTE4Y, G� v 9 /ONAL Ea d I EXPIRES: 1/22/01 5/27/99 STAW NOT VAM UNM SIGN® AVID OAT® '0" mm 98 -324 SM NOT= 20F 9 �8 W a a 5 ri Z O_ Cn Z W I- X W O Rte' R/W RI LLJ I_ 42' 42' ' I 42' 1 42' I IY 8' ASPHALT 6' CONC 11' CONC 11' CONC 11' CONC 11' CONG CONC 8' ASPHALT r 8' ASPHALT 6' CLANG 11' CONC 11' CONG I 11' CONC. 17' CONC 6' CONC, 8' ASPHALT ZI SHOULDER I PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I I SHOULDER PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I - CONSTRUCTION CONSTRUCTION s'T00 I I JINT 7YP. I I I JOINT 7YP. y011- W VARIES Z JWA7ER DRAINAGE O O D17CH Z NOTES, NOTES 1. TRENCH WIDTH, BASE COURSE UNDER PCC SLABS 1. TRENCH WD7H. BASE COURSE U,'M- PCC SLABS O W PROPOSED SEWER PROPOSED SEWER �. AND ASPHALT CONCRETE TYPE AND THICKNESS Q.�SyOU AND ASPHALT CONCRETE TYPE AND 7ML�OtESS OC7OJypy TO BE DETERMINED BY A GE07ECHNICAL ENGINEER 70 BE DETERMINED BY A GEOTECHAGCAL LNG/NEER LICENSED IN THE STATE OF WASHING70N.. (APPROX. 15' DEEP) LICENSED IN THE STATE OF WAS ANGTOM (APPROX. 15' DEEP) SAB Q2 CONCRETE SLABS) AND JNTS TO BE CONSTRUCTED 7-114- 4—DEPTH PORTLAND CEMEN 2 CONCRETE S-WS) AND JOINTS 70 BE CONSTRUCTIID 7-1 D4 EPTH PORTLAND. CEMENT CONCRETE W PER WSDOT STANDARD PLAN A -1. 3' DEATH CRUSHED SURFACING T PER WSDOT STANDARD PLAN A -1. 3" DEPTH CRUSHED SURFACING TOP .COURSE E EXIST. 12' WATER APPROX 4 DEEP A C SHOULDER A C SHOULDER 2 MIN. COMP. DEPTH CLASS B ASPHALT CONC 2 MIN. COMP. DEPTH CLASS 9 ASPHALT CONC 1 -7/8'. MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE - 1 -7/B' M /N. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4 -f/4 " MIN. COMPT. DEPTH GRAVE7. BASE 4-1/4" MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION (STA. 52+00 70 STA. 56+50) (STA. 21+15 70 STA. 25+84.34) NOT TO SCALE NOT TO SCALE I I Vj 42' ' 1 VAS—HALT 6' CONC 11' GONG 11' CONC i1' COI SHOULDER PANEL PANEL PANEL PANEL NOTES', 1. TRENCH W7DIN, BASE COUR- .UNDER PCC SLABS AND ASPHALT CONLWEIE. TYPE AND IMCKNESS 70 BE DETERMINED BY A GEOTECHN/CAL ENGINEER LICENSED IN THE STATE OF WASH/NGTDN. 2 CONCRETE SLABS) AND JOINTS TO BE CONSTRUCTS PER WSDOT STANDARD PLAN A -1. 42' I' CONC. S' CONC. 8' ASPHALT PANEL PANEL SHOULDER :TRUCHON VARIES B' a PROPOSED SEWER O EXTENSION (APPROX. 15' DEEP) 7 -1 4 DEPTH PORTLAND CEMENT CONCRETE 3' DEP71H CRUSHED SURFACING TOP COURSE 1 -7/8' MIN. COWPT. DEPTH' CRUSHED SURFACING TOP COURSE 4-1/4' MIN. COWPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWA Y SECTION (STA. 25+84.34 TO STA. 52+00) NOT 10 SCALE S47*0003 A® AILo s� acs- `1® TRIAD ASSOCIATES Project V—g—t Civil Engineering Land Surveying fend Use Planning L.dsaape Architecture NOTE.• Design XMdand, WA SOW-M hi 42WA. l mtrindawe.w� O SEE ROAD & STORM PLANS FOR WiNDWDOD (TRIAD ASSOCIATES JOB NO. 95 -243) FCAR IMPROVEMENTS LOCATED NORTH OF B PO 128 IST SS /ONALR�G\ R� CONCRETE EDGE. RfW EXPIRES: 1/22/01 5197199 �y 3 42' 42' 0 QLu W 99N.°T NOLB&H 3ssy� 9 8' ASPHALT 6' CONC 17' CONC 71' CONC. 1 17' CONC 1 11' CONC W SHOULDER PANEL PANEL PANEL PANEL PANEL OF i 100 CONSTRUCTION "NT TAP I ®1999 TRIAD ASSOCIATES W � � W 2� ---- - - - - -- - - -- -- W �V W 9 y� o W W Lu � � O O DRAINAGE NOTES 1. TRENCH WIDTH, BASE COURSE UNDER PCC SLABS E i 'WATER AND ASPHALT. CONCRETE TYPE AND THICKNESS PROPOSED O APPROX. 4 DEEP 7 TO BE DETERMINED BY A GEOTECHNICAL ENGINEER (APPROX. (APPROX. 15' DEER) LICENSED IN THE STATE OF WASMNGTON. PCC B 2 CONCRETE SLAB(S) AND JOINTS 10 BE CONSTRUCTED 7-1 4 DEPTH PORTLAND CEMENT CONCRETE rH PER wsooPAANVEMENT RESTORATION PORTLAND CEMENT CONCRETE a TYPICAL ROADWAY SECTION (STD. 56 +50 TO STD. 65 +45) NOT 70 SCALE ED 1 z 0 rr I I Vj 42' ' 1 VAS—HALT 6' CONC 11' GONG 11' CONC i1' COI SHOULDER PANEL PANEL PANEL PANEL NOTES', 1. TRENCH W7DIN, BASE COUR- .UNDER PCC SLABS AND ASPHALT CONLWEIE. TYPE AND IMCKNESS 70 BE DETERMINED BY A GEOTECHN/CAL ENGINEER LICENSED IN THE STATE OF WASH/NGTDN. 2 CONCRETE SLABS) AND JOINTS TO BE CONSTRUCTS PER WSDOT STANDARD PLAN A -1. 42' I' CONC. S' CONC. 8' ASPHALT PANEL PANEL SHOULDER :TRUCHON VARIES B' a PROPOSED SEWER O EXTENSION (APPROX. 15' DEEP) 7 -1 4 DEPTH PORTLAND CEMENT CONCRETE 3' DEP71H CRUSHED SURFACING TOP COURSE 1 -7/8' MIN. COWPT. DEPTH' CRUSHED SURFACING TOP COURSE 4-1/4' MIN. COWPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWA Y SECTION (STA. 25+84.34 TO STA. 52+00) NOT 10 SCALE S47*0003 A® AILo s� acs- `1® TRIAD ASSOCIATES Project V—g—t Civil Engineering Land Surveying fend Use Planning L.dsaape Architecture Site 11814 118th Ire. R Tel 425AZIJM Tog Ptea 890A88.W Design XMdand, WA SOW-M hi 42WA. l mtrindawe.w� O F A PO 128 IST SS /ONALR�G\ Checked for Compliance to City Standards EXPIRES: 1/22/01 5197199 �y 3 o Z QLu W 99N.°T NOLB&H 3ssy� 9 I'�� W w o v, OF i 100 ®1999 TRIAD ASSOCIATES W � � W 2� W �V W 9 y� o W W Lu � � O 7 KLUAM W DUNLAP, .It., P.E. VMGXR DERGM. W. DOfp. N, P.E/B. PUOls75 CADD: R. MARZLYF CUCSSD: W. GowN, P.E DATE: 1125199 SCALE: HORM.: N/A VIII'.: N/A �' --2 % yt° a s' SCANNED OCT - 81999 s� �o d `v' H �N �i 11 V q� ® i � oa syi �c F PO 128 IST SS /ONALR�G\ Checked for Compliance to City Standards EXPIRES: 1/22/01 5197199 6 STAW NOT VALID UFM 9100 AND DAM 7N5 DIII 98 -324 99N.°T NOLB&H 3ssy� 9 OF i 17 ®1999 TRIAD ASSOCIATES �' --2 % yt° a s' SCANNED OCT - 81999 s� �o d `v' H �N �i 11 V q� ® i i a a caurronr 4 NOTES• ea 1. PAVEMENT TO BE RESTORED PER DETAILS ON LOCATION OF EXISTING UTILITIES SHOWN IS SHEET 3. APPROXIMATE AND MAY NOT BE ACCURATE C 2. PROPOSED SS MANHOLES TO BE 60" DIAMETER OR ALL INCLUSIVE: IT IS THE CONTRACTOR UNLESS NOTED OTHERWISE RESPONSIBILITY TO FIELD VERIFY LOCATION 7RUW ASSOCIATES C J. PROPOSED SANITARY SEWER MAIN AND STUBS , �j _ OF UTILITIES PRIOR TO PROCEEDING WITH TO BE PVC ASTW F 679. — � �f CONSTRUCTION. rriiil agiii —mnt Civil Engineering i� Lend Surveying Ir d U. Planning Landscape Architecture n h Site Design REFM R`1 TO ShWr 3 FM 11614115th ►.a.19 eo-rld" 11► MU-M PAVEMENT RES7gRAflaMI SCALE: 1' = 30 reL1ade r�+Tanz1a551 Tult Fm WAtWAl66 mhtd� ...... ..1-. ... , .11-...11.... 0 15 30 60 "1 11 �" EX. SDMH EX CB EX ASPHALT - EX CB DRIVEWAY _ MON. NO. - : - EX CB - DRIVEWAY ,._.......- -... _ EX. 12° WATER EX. CB 98.7 7D CRY OF EX ASPHALT �7DN SD __.-_„ _ S. 1 4 COR. Z 4Y SEC 10 -2-1-5 y •. . � W W +� - :'. :. - - -- _ -..,_. .1.1__.1.1._ _._- .,, _., fND. SURFACE MON. .�W W 1-i.. . •,. .. ,. ..._ 18 +97.41 2.59' LT. CONNECT 7D EXISDNC SSA1H ERI -46 3 � W W:.� If 4 "� -`--- W k,.: 390 =p 360 370 -- K Q W TO SSMH ER / -45 TSTER�Ci� s'SfONAL E� k` CONDUIT 1 - m W _ - - - -- ¢— — - - - - -- i •_.__— .- --____.�.________..____ ._- -- ____ -____. J _.._..____.._- ___.1_.1_.1.1- ___._......- j IL —_�.__ __1-_.._.i- ____.— ____.__ __ I 41 - - -� 21+1400 :1400 LT - i { S { ERIE 5 SSMH ? 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P.E DATE: 1125199 SCALE: DOER.: 1' = 30' 3 _..__.._.. .1.1.1.1--- ...._._.__._._..___.__.. ,-- -.1__.1.1.1.-- - - - - -- .1_.1 -! { �0 126 �yv TSTER�Ci� s'SfONAL E� EXPIRES: 1/22/01 5/27/99 - -- -� 01, p j EXISDNC w 3 � -(T�— J - - -- - -- ROUND O _ - - - -- ¢— — - - - - -- i •_.__— .- --____.�.________..____ ._- -- ____ -____. - _ _.._..____.._- ___.1_.1_.1.1- ___._......- j IL —_�.__ __1-_.._.i- ____.— ____.__ __ I 41 - - -� - - - - - -- - - - - -- - i i { S { ERIE 5 SSMH ? IM SSMH ERl -46 RIM 403.74 72" lE 38360 (IN -N) 24 ' ' IE 382.19 (OUT -W) PLUG 3' FORCE MAIN E ` APPROVED �7HHnE1 CITY OF RENTON AND THE FORCE MAIN IS ABANDCNED). E U a APPRO EX 3- EX. 4 X LOCATION OF TELEP TELE ONE CONDUIT EX CB RlM 402.3 12•' lE 3990 (W) 18" lE 39 80 (S) EX 7d' -18" CONC ®0.27% .4 /M 402.6 12" lE 39 .17 (W) 12" IF 39 .46 (E) 78" lE 39 .61 (N) i - - - - -- LOCATION OF - /2 1 DU NE CONDUIT ti { -- - - -- ! _ € j[ E E 1 i _ MATCH-0095l6- _ _ IE 38315 (lN -T- - /£ 3&3.05 (OUT -W) RIM 399.4E MATH £XISDNG i 24' I£ 383.A5 j 24- IE 383.35 (0!/T -W) I 20' -24- PVC s-amao j AsC /YC FCALE: { E - - - -- i_ � ! i ! 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P.E DATE: 1125199 SCALE: DOER.: 1' = 30' Li"i°WL.7tW `OtW ©1999 TRIAD ASSOCIATES CD, 0- 2 SCANNED OCT - 8 1999 5 S I cO N rn tro" H � U 04 8g C 7411aGi a�F� �0 126 �yv TSTER�Ci� s'SfONAL E� EXPIRES: 1/22/01 5/27/99 STAID Na VAM UMM SIG= AND DATED _ !OB NUIDiEE 98-324 SBEET NW= AA �FOF9 �8 Li"i°WL.7tW `OtW ©1999 TRIAD ASSOCIATES CD, 0- 2 SCANNED OCT - 8 1999 5 S I cO N rn tro" H � 3 6 I-- L. C/') Cn n n CAUTION N NOTES: LOCATION OF EXIS77NG U77LITIES SHOWN IS I I. PAVEMENT TO BE RESTORED PER DETAILS ON APPROXIMATE AND MAY NOT BE ACCURA7E S SHEET J. OR ALL INCLUSIVE. IT IS THE CONTRACTOR 2 2. PROPOSED SS MANHOLES TO BE 60" DIAMETER RESPONSIBILITY TO FIELD VERIFY LOCA770N U UNLESS NOTED 07HERMSE. OF UTIL177ES PRIOR TO PROCEEDING W177-1 J J. PROPOSED SANITARY SEWER MAIN AND STUBS CONSTRUCTION. T TO BE PVC ASTM F 679. S 854823' E 187 FROM S 1/4 CORNER FND. 3-7 2' BRASS SURFAGI MON. CITY OF REM70N MON NO. 1851 Q _ t TMH W WV Q ®r � 8424- PVC Did _ G G G. 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LOCH nON OF j j TYP. i / ) 12 WATER 2 i 24' E 409.92 (( /N Nf) 3 { I i 24' E 409.82 (OUT —W) ! O APPROX. LOCA�ON OF 5$0 ( [ i I ! ! EX 12" -TER. € PqG ( •,24 { I I i I i 4261-24' PVC 5= 0.0100 i Chec/ed for Compliance tb Cit Standards € RIM I 39324 M 2H EX Z5 ' 24" 'E.3.91.91 IN -E 24 E 3987 (WT - W ) !I NE t rn STREET __. ..___ 1 ( �........ ___.. ____........�___ ! CALE: 1, = 30' HOR Z E ' VERT. 1 ; i s E 26 +00 o- +' -a'q® 27 +00 rs �arl�� JU•YUU �E I J11"uu L&-141a" ` O 430 p� V o� � � 0 � =8 O 0 I0 WIAA/ W. DIAIYAP, JL RE yDMGNED: W. Goom, P.E./5. Paws75 ' • , CADD: D. mawAM/A: MARzar CHECKED: W. oom,, P.E. DATE: 1125199 SCAM: HOBTZ.: 1" ffi 30' YBBT.: 1. _ 5, V 04 Gg G 390 IST s`SIONAL E �` EXPIPES: 1/22/01 671Z7/J✓ STA1H' NOT T91D UNLESS SIGM AND DATED 10B Num 98 -324 SHEET NUMBER 50F 9 n �1 y7•�����MfA 33 +00 ®1999 TRIAD AIATES s .- .z aQoaS SCANNED OCT - 81%9 I 9 s I b o d �r e J 'v Q� 1 PPROX LOCATION OF i t X 12" WATER ! I � i APPROX. A ROX. LOCATION OF EX. L A 4° — 4 DU TELEPHONE CO VDUI T oAPP'OX. LOCATION OF 2" WATER } — _0 .0232 3 4._24• PVC ,S { EXISONG GROUND '0 ��' OA,�ROX. LOCH nON OF j j TYP. i / ) 12 WATER 2 i 24' E 409.92 (( /N Nf) 3 { I i 24' E 409.82 (OUT —W) ! O APPROX. LOCA�ON OF 5$0 ( [ i I ! ! EX 12" -TER. € PqG ( •,24 { I I i I i 4261-24' PVC 5= 0.0100 i Chec/ed for Compliance tb Cit Standards € RIM I 39324 M 2H EX Z5 ' 24" 'E.3.91.91 IN -E 24 E 3987 (WT - W ) !I NE t rn STREET __. ..___ 1 ( �........ ___.. ____........�___ ! CALE: 1, = 30' HOR Z E ' VERT. 1 ; i s E 26 +00 o- +' -a'q® 27 +00 rs �arl�� JU•YUU �E I J11"uu L&-141a" ` O 430 p� V o� � � 0 � =8 O 0 I0 WIAA/ W. DIAIYAP, JL RE yDMGNED: W. Goom, P.E./5. Paws75 ' • , CADD: D. mawAM/A: MARzar CHECKED: W. oom,, P.E. DATE: 1125199 SCAM: HOBTZ.: 1" ffi 30' YBBT.: 1. _ 5, V 04 Gg G 390 IST s`SIONAL E �` EXPIPES: 1/22/01 671Z7/J✓ STA1H' NOT T91D UNLESS SIGM AND DATED 10B Num 98 -324 SHEET NUMBER 50F 9 n �1 y7•�����MfA 33 +00 ®1999 TRIAD AIATES s .- .z aQoaS SCANNED OCT - 81%9 I 9 s I b o d �r e J 'v Q� 1 26 +00 o- +' -a'q® 27 +00 rs �arl�� JU•YUU �E I J11"uu L&-141a" ` O 430 p� V o� � � 0 � =8 O 0 I0 WIAA/ W. DIAIYAP, JL RE yDMGNED: W. Goom, P.E./5. Paws75 ' • , CADD: D. mawAM/A: MARzar CHECKED: W. oom,, P.E. DATE: 1125199 SCAM: HOBTZ.: 1" ffi 30' YBBT.: 1. _ 5, V 04 Gg G 390 IST s`SIONAL E �` EXPIPES: 1/22/01 671Z7/J✓ STA1H' NOT T91D UNLESS SIGM AND DATED 10B Num 98 -324 SHEET NUMBER 50F 9 n �1 y7•�����MfA 33 +00 ®1999 TRIAD AIATES s .- .z aQoaS SCANNED OCT - 81%9 I 9 s I b o d �r e J 'v Q� 1 SHEET NUMBER 50F 9 n �1 y7•�����MfA 33 +00 ®1999 TRIAD AIATES s .- .z aQoaS SCANNED OCT - 81%9 I 9 s I b o d �r e J 'v Q� 1 I— (J7 I n n g MAIN C; (M 0 O 3:M SCALE: 1" = 30 �-i ti F? a 0 15 30 60 UFW-1 �c j Fi > 0 I 440 -------------- - -- --------T-------- EX. 12° WATER , a , I , 3 5= 0,0232 [ Q i 334'-248 Z 0 z 24" IE 24' IE e NE 4 TH S TREE IIISCALE: 1:� 38' HORI ■ N t9 \ Il M NOTES.- CAU N 1. PAVEMENT TO BE RESTORED PER DETAILS ON LOCATION OF EXISTING UTILITIES SHOWN IS w SHEET J. APPROXIMATE AND MAY NOT BE ACCURATE A 2. PROPOSED SS MANHOLES TO BE 60" DIAMETER OR ALL INCLUSIVE. IT IS.THE CONTRACTOR ®® UNLESS NOTED OTHERWISE. RESPONSIBILITY TO FIELD VERIFY LOCATION J. PROPOSED SANITARY SEWER MAIN AND STUBS OF U77LI77ES PRIOR TO PROCEEDING WITH ��� ��� TO BE PVC ASTM F 679. CONSTRUCTION. Project Management Civil Engineering Land Surveying REPLACE CONCRETE PANELS PER Lend U. Planning ALTERNAAYE 1 DETAIL$ SHEET 3 landscape Archdecture INT. 39+07.02. NE 47H STREET EX ASPHALT Site Design CHO AVE NE DRIVEWAY EX. ASPHA! T = DRIVEWAY ^ 11814 E150k Ile N6 IDrldeed, TI 9ADM-M T.1 425MAN Fu 425A21"I ,., ,..__. . I 'M1 � SbD Pies BDDAE6076° enteled� aEd6 : W .:— EJB w €nB:: EJ@ � � 2 41 p v � O EX GAS MAIN - r' G G G WW 12 ----'- n .. EX. EJB EX CB EX TELEPHONE"' " " °� "' "° - °- °- ®TCB CONDUIT TYP.) i EX CB __..,..__ .„ 1 _ 394-0200, 40.40.00' RT Q EX57ING FORCE MAW 4 bi A. A. TD saw nu -53A FER Q DE ON SHEET NCH FER aTr OF 10"M STANDARDS O Z � O 450 5 i — _._.._____....___.- .._...� ._. _.._......___..- _- _.__.....___. ._ ........... ..__._.___._._......_....,_..._ ._.__.._..-- _..____._..._._._._ O O-LP—PROX—LO64TION OF + OAPPROX 12- LOCA770N OF i EX 72" WA R VVV111 EX 12° WATE''2 79006 X9LAM W. OUMAP, R. P.E. 430 E DMONED: w. Gam P.E./9. Pmsm CARD: a MEld/ffiwlx MARZaF CD'ECE®: W. GOGpN, P.E. i h9 DATE: 1125199 i 32 ' -24' PVC S>0.0105 SCALE: HOHIZ.: 1" = 3U' i h __ --------- --- ___.__. ____....___- _..._-- _— _— _— _-- ..____..__._;. _.__ _-- -...__ __.__.._.___...__.__..._ __._ ' 420 12' IE 422.15 24' I£ 421.15 24' IE 421.05 12' IE 42243 6' FORCE MAI, Chec ed for Compliance tc City Standards — — 6 -- /— Y- `Py J. CO �p 1.23. IST IONAL EXPIRES: 1/22/01 5/27/99 HPAW NOT PALM UNLESS EIM AND DATED ,OH NOYBEI! 98 -324 MEET NUAM �OF9 �8 S °o kJ �r H 'I ti V 4 a -,y W w P EX. GRAVEL EX. TELEPHONE DRIVEWAY CONDUIT (TYP X X. GRAY PV W- - _W, W ' W :.3 .1 2 . 6.L W ---- C I- SSX�HER1 -52 ja BW : W W - - - - v� G G: " " - y W W W 'OK - . ... ::. ...EJB W W� I,y fX' 19 °WAIhR .W M MN EX�CB _ E APPROXIMATE LOC477ON OF E EX E ✓8 QT 5 5 . EX- (Ifn \vl' 1 1852 A LOC4 77ON OF EMS77NG SS: F 0 O 3:M SCALE: 1" = 30 �-i ti F? a 0 15 30 60 UFW-1 �c j Fi > 0 I 440 -------------- - -- --------T-------- EX. 12° WATER , a , I , 3 5= 0,0232 [ Q i 334'-248 Z 0 z 24" IE 24' IE e NE 4 TH S TREE IIISCALE: 1:� 38' HORI ■ N t9 \ Il M NOTES.- CAU N 1. PAVEMENT TO BE RESTORED PER DETAILS ON LOCATION OF EXISTING UTILITIES SHOWN IS w SHEET J. APPROXIMATE AND MAY NOT BE ACCURATE A 2. PROPOSED SS MANHOLES TO BE 60" DIAMETER OR ALL INCLUSIVE. IT IS.THE CONTRACTOR ®® UNLESS NOTED OTHERWISE. RESPONSIBILITY TO FIELD VERIFY LOCATION J. PROPOSED SANITARY SEWER MAIN AND STUBS OF U77LI77ES PRIOR TO PROCEEDING WITH ��� ��� TO BE PVC ASTM F 679. CONSTRUCTION. Project Management Civil Engineering Land Surveying REPLACE CONCRETE PANELS PER Lend U. Planning ALTERNAAYE 1 DETAIL$ SHEET 3 landscape Archdecture INT. 39+07.02. NE 47H STREET EX ASPHALT Site Design CHO AVE NE DRIVEWAY EX. ASPHA! T = DRIVEWAY ^ 11814 E150k Ile N6 IDrldeed, TI 9ADM-M T.1 425MAN Fu 425A21"I ,., ,..__. . I 'M1 � SbD Pies BDDAE6076° enteled� aEd6 : W .:— EJB w €nB:: EJ@ � � 2 41 p v � O EX GAS MAIN - r' G G G WW 12 ----'- n .. EX. EJB EX CB EX TELEPHONE"' " " °� "' "° - °- °- ®TCB CONDUIT TYP.) i EX CB __..,..__ .„ 1 _ 394-0200, 40.40.00' RT Q EX57ING FORCE MAW 4 bi A. A. TD saw nu -53A FER Q DE ON SHEET NCH FER aTr OF 10"M STANDARDS O Z � O 450 5 i — _._.._____....___.- .._...� ._. _.._......___..- _- _.__.....___. ._ ........... ..__._.___._._......_....,_..._ ._.__.._..-- _..____._..._._._._ O O-LP—PROX—LO64TION OF + OAPPROX 12- LOCA770N OF i EX 72" WA R VVV111 EX 12° WATE''2 79006 X9LAM W. OUMAP, R. P.E. 430 E DMONED: w. Gam P.E./9. Pmsm CARD: a MEld/ffiwlx MARZaF CD'ECE®: W. GOGpN, P.E. i h9 DATE: 1125199 i 32 ' -24' PVC S>0.0105 SCALE: HOHIZ.: 1" = 3U' i h __ --------- --- ___.__. ____....___- _..._-- _— _— _— _-- ..____..__._;. _.__ _-- -...__ __.__.._.___...__.__..._ __._ ' 420 12' IE 422.15 24' I£ 421.15 24' IE 421.05 12' IE 42243 6' FORCE MAI, Chec ed for Compliance tc City Standards — — 6 -- /— Y- `Py J. CO �p 1.23. IST IONAL EXPIRES: 1/22/01 5/27/99 HPAW NOT PALM UNLESS EIM AND DATED ,OH NOYBEI! 98 -324 MEET NUAM �OF9 �8 S °o kJ �r H 'I ti V 4 12 ----'- n .. EX. EJB EX CB EX TELEPHONE"' " " °� "' "° - °- °- ®TCB CONDUIT TYP.) i EX CB __..,..__ .„ 1 _ 394-0200, 40.40.00' RT Q EX57ING FORCE MAW 4 bi A. A. TD saw nu -53A FER Q DE ON SHEET NCH FER aTr OF 10"M STANDARDS O Z � O 450 5 i — _._.._____....___.- .._...� ._. _.._......___..- _- _.__.....___. ._ ........... ..__._.___._._......_....,_..._ ._.__.._..-- _..____._..._._._._ O O-LP—PROX—LO64TION OF + OAPPROX 12- LOCA770N OF i EX 72" WA R VVV111 EX 12° WATE''2 79006 X9LAM W. OUMAP, R. P.E. 430 E DMONED: w. Gam P.E./9. Pmsm CARD: a MEld/ffiwlx MARZaF CD'ECE®: W. GOGpN, P.E. i h9 DATE: 1125199 i 32 ' -24' PVC S>0.0105 SCALE: HOHIZ.: 1" = 3U' i h __ --------- --- ___.__. ____....___- _..._-- _— _— _— _-- ..____..__._;. _.__ _-- -...__ __.__.._.___...__.__..._ __._ ' 420 12' IE 422.15 24' I£ 421.15 24' IE 421.05 12' IE 42243 6' FORCE MAI, Chec ed for Compliance tc City Standards — — 6 -- /— Y- `Py J. CO �p 1.23. IST IONAL EXPIRES: 1/22/01 5/27/99 HPAW NOT PALM UNLESS EIM AND DATED ,OH NOYBEI! 98 -324 MEET NUAM �OF9 �8 S °o kJ �r H 'I ti V 4 12' IE 422.15 24' I£ 421.15 24' IE 421.05 12' IE 42243 6' FORCE MAI, Chec ed for Compliance tc City Standards — — 6 -- /— Y- `Py J. CO �p 1.23. IST IONAL EXPIRES: 1/22/01 5/27/99 HPAW NOT PALM UNLESS EIM AND DATED ,OH NOYBEI! 98 -324 MEET NUAM �OF9 �8 S °o kJ �r H 'I ti V 4 `Py J. CO �p 1.23. IST IONAL EXPIRES: 1/22/01 5/27/99 HPAW NOT PALM UNLESS EIM AND DATED ,OH NOYBEI! 98 -324 MEET NUAM �OF9 �8 S °o kJ �r H 'I ti V 4 i 15 a IN I �Q f r a Z O O a ti v 12 MWAM W WAI.M, JL P.E $4M DWGM: w. oom P.El. Pwrsls CARD: Q mEwAM/K. MARza1F Lai CHLIND: W. Gomm P.E. DATE: 1125199 SCALE: HORDS.: 1' = 30' VERT.: 1' = 5' 420 `I,M J. CO Y pF Sy C 129 =�4 IST SSiONALRG` EXPIRES: 1722/0 En 42 +00 43+00 44 +00 45 +00 46 +00 47 +00 48 +00 49 +00 w 5/27f99 Checked for Compliance to City Standards STAFF NOT VALID p DNL= SIGNED AND DATED P. o(.0 .1..�� v- ?_99 NOIIDER <�� z 98 -324 MEET 2RJNSR 7OF 9 � 8 1999 TRIAD ASSOCIATES �°. J-21`9007 SCANNED OCT - B 1999 s — - - -- 3 a 0,047 � �111"" FX LL '160 .� 0, o � � S °o Nn 8 a t% H V i i i I €Itj 1 i I I EJO(rSRNG GR01IND rr.J A - - -- I.- - - - - -- I 1 0 85 36" ® 0.459 — _ --------- IPPROX LOCA77ON OF ! X 12" WATER 0 APPROX. LOCATION EX. 12" WATER _ — ._— .— __— I--- - - -.-- 0 APPROX. LOCATION OF IF EX 12 WATER -- - - - - -- .— APPR X LOCATION OF EX 1 "WATER _ — — (( I iii tt i t i i r........._......- `.33._24." . .m.` • 3 i j i 1 I I i 330'_24' PVC 5=0.01' i i i , i EX S 330' -24' MH 4054 Vc 5=0.0105 { , TCH IXISIING RIM 44J Zt MA(IN- i I _. - -_ j - R!M 44d5t 0 MATCH EXSTlNG 24' E� �N -T) 4 IE OU -w) L j 36", ' -54 434 434 412 9 (S)W) 24' !E 42 &15 (OUT, E 4 TH TREE i 1RIM j R>M 24' IE 4 24' IE 4 1SAN -- EX SDh9 _ 4.69 (M -E) I 72" IE 43123 4.59 (OUT W) 24" IE 433.98 ( 36" 1E 434.01 ( _ __. . ! �J p J CALE: 1 M 30' H®RIZ { 42° 1E 43286 ( a O a ti v 12 MWAM W WAI.M, JL P.E $4M DWGM: w. oom P.El. Pwrsls CARD: Q mEwAM/K. MARza1F Lai CHLIND: W. Gomm P.E. DATE: 1125199 SCALE: HORDS.: 1' = 30' VERT.: 1' = 5' 420 `I,M J. CO Y pF Sy C 129 =�4 IST SSiONALRG` EXPIRES: 1722/0 En 42 +00 43+00 44 +00 45 +00 46 +00 47 +00 48 +00 49 +00 w 5/27f99 Checked for Compliance to City Standards STAFF NOT VALID p DNL= SIGNED AND DATED P. o(.0 .1..�� v- ?_99 NOIIDER <�� z 98 -324 MEET 2RJNSR 7OF 9 � 8 1999 TRIAD ASSOCIATES �°. J-21`9007 SCANNED OCT - B 1999 s — - - -- 3 a 0,047 � �111"" FX LL '160 .� 0, o � � S °o Nn 8 a t% H V i 440 333 -24' P � i E E 4TH T_REET Z ' rCALLE: i" 30' IHIORi o_ _ N f I 454. t EX1577NG " ' `� 12' lE 440.3 (lN-N) _ 1 5 YER 24' lE 439.3QQ (lN -E) � 1 24' IE 438.2f (OUT-0 , _ LAU Check 9d for Compliance to! City Standards s .Py J. C0 F �O 128 sStONAL EXPIRES: 1/22/61 5/27/99 MV Nar V= urr= SIG= Arm DAM 'OH Num 98 -324 SM NW= 8OF 9 $ SCANNED OCT - $ IM S ro m � � °n d a tro" N \p ;J 24.1 v; cn 1 I I Q- W g t� a 5 6 o aw. 480 v a G 4 1470 En 58 +00 59 +00 O VTw O / rw 06rw varw I EEt 520 } fy [ I i i i t ? I 3 3 SCALE: 1" = 30 j n 0 15 30 60 i LOCATION OF EXISTING U77LITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA7F ` OR ALL INCLUSIVE. IT IS THE C0N77?ACT0R5 3 - ---- -- ....._.__.__. - ' t —� _ - __._..___ _._._..;......_.....----.--. ._.--- ....._...._.._._......... RESPONSIBILITY TO FIELD VERIFY LOCAT70N ' I OF UT7LIRES PRIOR TO PROCEEDING WIM CONS77?UC770N. € Ex/snNC auNO o C (Trr?) I —' 1. PAVEMENT TO BE RESTORED PER DETAILS ON SHEET J. I i 1 ; I za' lrnoacour 2. PROPOSED SS MANHOLES TO BE 60" DIAMETER UNLESS NOTED OTHERWISE. - -- _ -_ ..� J. PROPOSED SANITARY SEWER MAIN AND STUBS TO BE PVC ASTM F 679. _. ... _- �-�-- _._.__ -- - - -- .' —' I �' [ Pvc �. 1 3 j i fflu "S11NG i f I _ I I _ __._.___.....- ......_ ? 24' lE 495.60 (/ E) 24' IE 495.50 ( T -W) 24 NOL'KOUT 499 8 24` 1� 499.70 (OUT -W) { 3 __.... ....__.._...__._..__._____.__ i s ? i P g6� 1 ' /C I € i, ' _24y PVC i [ j 39 € RIM 497.91 M 10' lE 47794 I IGY1 EX1571NG; N -N) L 4 TH i --___. 1 � /i EE T € Checked ior .._..____...._ ... ........... __. I 1 i Compliance to Ci+ Standards i 24' IE 479.97 OUT -W) CALE: 1" 30' HORIZ ? 3 E 3 1 1 " 5- VERT. ' ' 1 58 +00 59 +00 O VTw O / rw 06rw varw 5101 M X333 111$ io a HM killAA! w DUA4A/; it RE =12M.' W. GOIXM P.E.19. MUSTS CARD: D. NEAR/w1?r. wwzaF CUM: W. G MY, P.E. DAN: 1125199 w"; 110zz.: 1' = 30' 1+ p4 Sq C ��e�v 74•aCl �O 128 =W SSTONT AL EXPIRES: 1/22/01 5/27s" RAW NOT VALID ONM SIGNED AND DATED "'m 98 -324 •70F9 �S ®srw oarw avr 01999 TRIAD ASSOCIATES SCAMED OCT - 81699 S I �1 f� i GC � 520 y (a f Iq W 2 4j 0 V 5101 M X333 111$ io a HM killAA! w DUA4A/; it RE =12M.' W. GOIXM P.E.19. MUSTS CARD: D. NEAR/w1?r. wwzaF CUM: W. G MY, P.E. DAN: 1125199 w"; 110zz.: 1' = 30' 1+ p4 Sq C ��e�v 74•aCl �O 128 =W SSTONT AL EXPIRES: 1/22/01 5/27s" RAW NOT VALID ONM SIGNED AND DATED "'m 98 -324 •70F9 �S ®srw oarw avr 01999 TRIAD ASSOCIATES SCAMED OCT - 81699 S I �1 f� i z _��L._ _..._.- T_._..— _._ -_._ ARAEII AMMa tnrc24uF R YAC6ISN M BOR W74 115057 SE /20ffi MNMV IA 98055 jR M,, A 98061 m j AravPRSO & 9ARrA naFBAx 1500 581209E U Rd'NTON, FA 96056 'RAC CTS D/D,v P. 0LE9AN f IM ,our T2effi AVR se L�BOAQ FA 9602] JON & ONBA AWWN ROBERT & GALE ANDERSON 8070 L4NC59EN RD S 33095 NE 420 PL SEUTL6, FA 98176 CAJMWIV., FA 98014 T/IlOTBY PI20TN yA�� j REMM FA 98059 RNMA' A.980�i S I OT! !I O 1�l O N w Ir ti -TT ACT I" \ �m4smr 'C'A 4z 41 GUDM I D WnY A89d SII%hY' MW 0. JARUS PI JERRY D. JARVIS IRBNMSNB FA 59 12208 1 FFA 98 IAFA 9955 j R& MY, FA 98055 sNl I _ _ M S IRACT F 1&ZA71LW 109 108 — 5t£AFOt .107 0 4 TiACT — I Dd Pm R & 21,11PB8 NIR1811 CELT( 9011JN5' 12210 W 149R0 PL 18681 12079 S8 ba e2 MU D, V SM34 RRRMN, FA 980.58 � > j 5Z DEAN J 9ULL88DRRC CULT( 9NIM Fa 12622 148ffi AV8 SE 18071 120ffi S8 $ RB�'lMN, FA 98059 RU MN, FA 980M AVENUE SE (([ I!.__.v ' F4- y —1—_, L OIL NC PROPERT�R L L C I R ®EM -897%0 dVTRRPRL58S g 126/ 48TH AF8 1109 108 AV8l48 15740 SR 21618 mm N, FA 980 REWUT1W A 9B6W %®VT, FA 88042 °az I I I mF!`jRIM f�1�1 � t na� 4 SCALE: 1" = 200' 0 100 200 400 LEGEND SEVER MAIN ° -SEWER FORCE MAIN SEWER SERWC1 - - BOUNDARY LOT LINE RIGHT -OF -WAY GUT7ER, FLOW, & CURB LINE CENTER LINE - - -- EASEMENT - — — — — — — — - BUILDING SE7BACK LINE (BSBL) WA 7ER MAIN STORM DRAIN PIPE ---- - - - - -. - - - -- -_ROOF & FOOTING DRAIN ------ - - -10' CONTOURS --- ------------- 2' CONTOURS ww►l�. »- 6*)go - MOTH AWJXAE ® SEVER MANHOLE • CYEANOUT CATCH BASIN, TYPE I CATCH BASIN TYPE 11 15— SINGLE WA7ER METER W/ 314' SERVICE DOUBLE WATER METER W/ 1- SERVICE FIRE HYDRANT AIR/VAC RELEASE VALVE BLOW OFF H GATE VALVE TEE BEND N REDUCER CONCRETE BLOCKING iICECR 1lOLWE � IB89/ l20ffiSE � RSNTON, IA 98056 I I ,6`�a.9�1,Y01�ss RRVroN, FA eerie 12fi JIMN RfC ✓UNIT �� 12622 A YA AVE 68 RANPJN, A 9BOS9.— AW/AN IGLUS COYNNY C/O AVjW §/AD AL 1F ENGINEER'S LEGAL DESCRIPTION PARCEL A 7HE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER 017 SETT n, TONNSHIP ?3 NORTH,'RANGE'5 EAST, WELAMEM MERIDIW, IN SEC. CQUN7Y, M4ISFNNG& £XCEPT.77IE SOUl1i,. 3788 fEET OF THE HEST .12500 FEET 7HEjEOF: AND EXCEPT THE SOUTH 4200 FEET OF IHE REMAINDEN THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL 8:. THAT POR770M OF IHE NORTFIMEST QUARTER OF 7HE SCRUTHMEST QUARTER OF SEC7701N 11, TOMNSHIP 23 NORTH, RANGE 5 EAST, MILLANET7E MET79TIAN, IN KING COUNTY, WAS ANG7ON. DESCRIBED AS FOLLOM6` BEGINNING AT 7HE NOR7HMEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION i1: THENCE ANT LO (# N�T LINE OF SAID .SUBDIVISION, 64500 FEET 70 THENCE £AST, 1321(00 fEET, MORE OR LESS, 70 THE EAST LINE OF SAID SUBDIWWOW,• THENCE'. SOUTH, ALONG SAID 'EAST LINE: 675.00 FEET' THENCE MST 660.00 FEET. THENCE NORTH 66800 FEET' THENCE NEST 66000 FEET, MORE OR LESS TO THE NEST LINE OF SAID SU8DMSI0N,• 7HENL'E NORTH, ALONG SAID NEST LINE 1500 FEET 70 THE TRUE POINT OF BEGINNING• EXCEPT THE NEST 30.00 FEET THEREOF FOR ROAD- EXCEPT ANY POR37ON LYING M17H/N THE SOUTHEAST QUARTER OF THE SOUTHEEST QUARTER OF SAID SECDON EXCEPT ANY POR770N LYING W7H /N THE SOUTI/MEST QUAR7ER OF THE NORTHNEST QUARTER OF THE SOU7HNAST QUARTER OF SAID SECVON. STREET NAME CHANGES CURRENT DESIGNATION CHANGE TO: SE 128TH STREET NE 47H STREET SE 127TH STREET NE 4TH PLACE SE 126TH STREET NE 57H STREET SE 124TH STREET NE 67H STREET 151ST AVENUE SE PASCO AVENUE NE 152ND AVENUE SE QUINCY AVENUE NE 153RD AVENUE SE ROSARIO AVENUE NE 154TH AVENUE SE ROSARIO AVENUE NE y ® � s I Q l;t 128th ST VICINITY MAP NOT 70 SCALE OWNER / DEVELOPER CEN7EX HOWES 2320 IJ07H AVENUE N.E. Suite /200 BE LEWE, WA 98005 (425) 882 -3611 CIVIL ENGINEER / SURVEYOR / PLANNER ENGINEERS 7R/AD ASSOCIATES 11814 1157H AVENUE N.E. KIRKLAND, WA 98034 (425) 82f -8448 MILLIAM W DUNLAP .R, P.E. UTILITY PURVEYORS SEVER: CITY OF REW70N WA7ER: KING COUNTY WATER DISTRICT NO. 90 BENCHMARK AND DATUM DATUM: NAD 19631-91 (BASED ON 77ES TO CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VERTICAL DATUM: NAW 1988 ORIGINATING BENCHMARK CITY OF RENTON BENCHMARK 11852 - 3' BRASS SURFACE MONUMENT AT THE INM?SECVON.Oc SE 128TH STREET AND 148TH AVENUE SE. ELEVA77ON 454.77 FEET BM I 1 SOUTHERLY BONNET BOLT CW TOP OF FlRE HYDRANT 18'.+ NEST OF SW CORNER OF SITE E EVA77CN 490.99' BASIS OF BEARING SRI LINE OF SO/7TIMEST QUARTER SECTION 11 -23 -5. SHEET INDEX 1 COVER SHEET 2 -7 SANITARY SEWER PLANS AND PROFILES 8 SANITARY SEWER DETAILS AND NOTES A® m® ® o Am M wj ® TRIAD SS ASSWIAWS Project Management Civil Engineering Land Surveying Lend Dee Planning Lendacape A."iteclure Site Design 11814 115U. Ave. MB mdb.d, A 080B4 -SEES Td 42LMAU Fa 42SM -I 181 Tell FM 690A8&V788 — ttieduoemm Q Z y 2 Q 4 yW S 0 6 4 M r. €III O � ri ri °z INLUAM W DUNLAP, JP. P.E. DESIGNED: W. WWN, PX1,L FWMCK CARD: D. MERRMM CHECKED: Nus DATE: 1115199 SM.. HONFL.:1' =200' PERT.: N/A NOTES �vywP "Rb Q EE7L4NQ DELINEATED BY 8- 7NELVE ASSOCIATES F z NEILAND LOCATED BY HUGH G GOLDSV17H & ASSOLYA 7ES BOUNDARY SURVEY BY HUGH 6: GOLDS' ITH & ASMAIFS FIELD TOPOGRAPHIC SURVEY E TTNAD ASSOCiA IES 'Po 28128 =cv MS'S ONALa �l V 6 4 M r. €III O � ri ri °z INLUAM W DUNLAP, JP. P.E. DESIGNED: W. WWN, PX1,L FWMCK CARD: D. MERRMM CHECKED: Nus DATE: 1115199 SM.. HONFL.:1' =200' PERT.: N/A NOTES �vywP "Rb Q EE7L4NQ DELINEATED BY 8- 7NELVE ASSOCIATES F z NEILAND LOCATED BY HUGH G GOLDSV17H & ASSOLYA 7ES BOUNDARY SURVEY BY HUGH 6: GOLDS' ITH & ASMAIFS FIELD TOPOGRAPHIC SURVEY E TTNAD ASSOCiA IES 'Po 28128 =cv MS'S ONALa �l E %PINES: 1/22/01 5/27/99 Checked for Compliance to City Standards STRAP NOT VALID 6-7-7? DNLRES RIGNED AND HATED NUMBER 95 -243 1 e[TCJe I r,c,Fy yq SHEEP NUMBER 707 01999 TRIAD ASSOCIATES C ° :Y- e ?9° —,4 SCANNED OCT - 199-9 1 m � � �S N Q 1' N f0. of j Ln I n n n La AOX ;fc-C-E 531 Lk 529 51( z 0 U) d z .® AW® TRIAD ASSOCIATES ;If Project Management CivB Engineering Land Surveying d . 11.1—ing Lend U1 Landscape site 11814115th Aw- NE SCALE: 1" = 50' M 428821O148 Fu 4MMMI Toll FM ULUMM 0 25 50 100 Yo 2- L4 + + 20 IVEWAY o %d. to 'K MGM: W. GOWN, P.F-IU FREMM 0o IF -- T --- in =: wx DATE: 1115199 DMING 6 ?OUAAD I'= 5• 70 PRa-OSM MW GRADE — — — — — — — — - -- — ay OC CI + 128 IST ....... ..... .... SSW 22 M. W9.61 8' 1E 52.10 o I_j 7 265'-a- Pvc 001, 0 ..... ........ .. .. . .. .... ........... ........... SSUH 22 TOP 52Z75 SSMH 21 -I "—T IN, TOP 524.74 88: IIEE 551 8: 1E 516.34 (IN) ........... 8 1E 516.24 OUT) '5 0 S�SWWHf MWP 51 68 t8 8 1E 5 .28 (IN) — ---------- 1E 5 18 (OUT) 7WA ir% 15S RD 4 VIFNUE S I SMH 7 SUBAMESS - DESIP4 SPEED 24 MPH 51a02. 180 0 i I" 1E 50 A) EVS77NG M GO E AT C (TM {0: IE 501.94 ((Z 1) 0 1E 50 84 UT) Z .® AW® TRIAD ASSOCIATES ;If Project Management CivB Engineering Land Surveying d . 11.1—ing Lend U1 Landscape site 11814115th Aw- NE Arebitedure Design Mdj" TA M 428821O148 Fu 4MMMI Toll FM ULUMM Yo 2- L4 20 o 2 rr 7.1 • 20+00 ZONAL 4M EXPIRES: 1/22/01 0/212/" Checked for Compliance to City Standards SMW NOT VALID UNLM SIGNED AND DATED U. 95-243 111 SM NUMBER 20F 8 01999 TRIAD ASSOCIATES F I I I I 1 1 2?9dC)r3 SCANNED OCT - 8 1999 0" ar MR. ;If Yo 20 o to WUAW W. DUKAP, R. RE MGM: W. GOWN, P.F-IU FREMM CADD: a mmwu =: wx DATE: 1115199 SCALE: HOM: 1, = 50, I'= 5• 70 ay OC CI 128 IST 20+00 ZONAL 4M EXPIRES: 1/22/01 0/212/" Checked for Compliance to City Standards SMW NOT VALID UNLM SIGNED AND DATED U. 95-243 111 SM NUMBER 20F 8 01999 TRIAD ASSOCIATES F I I I I 1 1 2?9dC)r3 SCANNED OCT - 8 1999 0" ar MR. In (/') i 3 n e m i 7j 71 J4 L. lE 519_38 y eb \ l I €a B+ `r/✓ 6 IE 20.96 �--� - - -f 44 45, -" 46 47 RECRE?V NOSCAPE / B r k 76 75, 74 - 73 72 z I SCALE: 1 " = 50' 0 25 50 11 j i� c 1132 Z 0 N wwp -i'- J790 m h � ml A® r- SEE SHEET 6 SEE SHEET 7 .a1. / TRIAD ASSOCIATES -- 18 19 ? �` 2(�`f _ 21 22 ?.� ; 24 f _25 6 -27 2B ` 29 t°° ~ Project Wit Engm eriog t ..._________.� _ _______ „" ,. „�_._...._.... »_..�_ °"�- _ ________ .. -__- -- / / s � Lend Surveying �. . .. _ Land Use Planning ----.- - -,-�.- •. ----- - -_ ..-- "' Landscape A. chiteclure \ (/f Site Design /NT f0+ 0 152ND AVE ` ~/ °" 30 �I�ia� NE VrM� 41 40 - 39 ,3& "` 37 ,36~ 35 34 J,3,,-' I H 18 35 , F / 32 16 +27 35 LF 'Y° �� ° Y n p 6 IE 506.39 {j € ! W W NE -kAND \ - 8 -1 00, 500 RT r6 lE 7+57__ - ({ `P / f .� c,ZO". 8 3 3.5 L. i B 9 35 LF.0 7 JS "� 11 47 35 L.F. 12 07..35 LF o'12 ' 7 35 LF 1 37 2F./ f B7 35 LF. 1 35 LF. 15 07 35 LF. �f 70 35 LF. J'i 1 50�'.. W • - ra 6 /E 51844 t 6 51 6 /E 51 73 6 /E 07 6 IE51Q92 509.77 6 /E 6 /E 507.40 - 18UFFE' R (.fyR•)'• . z o c . SEN�TL�E E�'A i r 3_ € .V x 7 SE y 1 122 6TH H ST 8 +86 25 -- L F 9 +46. 25 LFi� t 70+9 25 LF. 11 +52 25 LF. 12 +7 25 LF. 12 +7 25 LF. / 1 25 LF. J 14+ 25 l 15 +1 25 LF. 15 +72 LF. ' Ile - -- k; IE 5 .83 6� lE 517.- IE SiS54 6 514.64 6 /Fd.5J` 6 /E 572.86 / ✓E 510.62 8 IE 509. 6 (E 50832 6 l 07.17 4zr �' 7€ 1 t / .' SSMH 15 -- 10+04.85, 5.00 T 1T 1sp tt 00.. ra T i f _ --x/56 rr';E}.z,��.•� 58 16 +76.6$ 500 T r� <. .. 48 49 ; 50 51 52 13+3 25 LF. _ -6-Ir -6-I 511. Ir ', 53 4 ' x "` ^520 € 7T S_ E / f <�M» l � �.,... t � I f 70 p ' 614 68 6,7 66 - 85' 61 1 __ 2 61 60 $j_ l ___ ____ _ _- RECREAT/�__. -_ ' W €., iti 3 . r SEE SHEET 6 SEE SHEET 7 L c O � 2 � 2 \ \ _ SY1S11NG GROUN \ ?' \ � -_ ' ^•- �_.._.__ - - -- G jai -� PM FOSED FINISH i RADE I N 736:8• P `- ; 71P I 195 =8" Pv S =Q0075 TOP 528.6 ! '' 8" (E 520 28 (01 Jp5_ _ i 8' � - -- x / j T6 P 526.41 17 \ ,/ 8 IE 51807 ((N) 8 IE 517.91 (OU7 t TOP 524.84 { \ \ �°y '`'"•- �..,..,..,•, 8" I 516.44 (IN) 8" I 516.34 (OUT) S H 16 1 ¢Oys2 TOP 520.19 ff j 8 IE 511.79 (IN) j 8 /E 511.69 (OUF 111 152ND A VEN E SE E 15 2ND A I III �E Alk issiIIIIIIi SssM 15 3I NOR A - DESIGN EFD 25 M EKISnNC ADE AT { SU$ - D GN SPEED 5 MPH s" IE 004.65 I N N N N N N N N N N N N N N N h h h a] h u1 h h u] b h h Y1 n) h h h N h h h h I.�O i°i �sis 520 O N •f' H' M °z *H.DUAI W. OUA2AP, J7. P.E. 510 MGM: w, GOGw P.E /jL FRmww CADD: D. MBTRM71 C10CM: wx DATE: 1115199 SCALE: HOSIZ.: 1' = 50' (OUT) AS 0 F � E� 6 +00 7 +00 8 +00 9 +00 10+00 11 +00 12 +00 13+00 14+00 15 +00 16 +00 17 +00 z� CALE: 1"= 50' �H/�ORIIZ ���5 �a18T Y 1 "� 5' GR 1 S EXPIRES: 1/22/01 BENCHMARK AND DATUM IONAL qq JL�Y�.'YL DA7UM: NA 1983/91 (BASm ON 77E5 Ta 51Y OF Romm MONUAQN75 NUMBERS - - - 5,27/•%7 LOCA710N OF EXISTING U77LI77ES SHOWN IS 1851 AND 1BS2j Checked for Compliance to City Standards STAMP NOT VALID CONTOUR INTERVAL 2' 1 DNLSSS SIGNED AND DATED APPROXIMATE AND MAY NOT BE ACCURATE VERTsCAL DsATULi: NA127 7988 1 P �°� b-7- S OR ALL INCLUSIVE. IT IS 7HE CON7RACTORS ONGINAnNG BENCHMARK 1 CTY OF RENTOY BENCHMARK 1 1852 - J" BRASS SURFACE MONUMENT AT THE rt RESPONSIBILITY TO FIELD VERIFY LOCA77ON INTERSECTION OF SE 1287H STREET AND / c `ree �p s G-23-77 mD NWT 95-243 OF UTILITIES PRIOR TO PROCEEDING WITH 1487H A�NUE SE B B CONS7RUC71DN. ELEYA77ON 454.77 FEET �, °` "' `•,' BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT Q 18' t *EST OF Sw CORNER OF Sm ELEYA nON 490.99' S1�T � 3 OF ® E KEY MAP NOT TO SCALE 01999 TRIAD ASSOGA7ES SCANNED OCT - B 1999 0 _. _. _ _ ..i ., . e� $Yo t) are : �' • . ® L Ng N �r H W { v 0 E W W W W w S / 43 r - C CTR SAC = s 8 836 P = = 7 +59.7 z I SCALE: 1 " = 50' 0 25 50 11 j i� c 1132 Z 0 N wwp -i'- J790 m h � ml A® r- SEE SHEET 6 SEE SHEET 7 .a1. / TRIAD ASSOCIATES -- 18 19 ? �` 2(�`f _ 21 22 ?.� ; 24 f _25 6 -27 2B ` 29 t°° ~ Project Wit Engm eriog t ..._________.� _ _______ „" ,. „�_._...._.... »_..�_ °"�- _ ________ .. -__- -- / / s � Lend Surveying �. . .. _ Land Use Planning ----.- - -,-�.- •. ----- - -_ ..-- "' Landscape A. chiteclure \ (/f Site Design /NT f0+ 0 152ND AVE ` ~/ °" 30 �I�ia� NE VrM� 41 40 - 39 ,3& "` 37 ,36~ 35 34 J,3,,-' I H 18 35 , F / 32 16 +27 35 LF 'Y° �� ° Y n p 6 IE 506.39 {j € ! W W NE -kAND \ - 8 -1 00, 500 RT r6 lE 7+57__ - ({ `P / f .� c,ZO". 8 3 3.5 L. i B 9 35 LF.0 7 JS "� 11 47 35 L.F. 12 07..35 LF o'12 ' 7 35 LF 1 37 2F./ f B7 35 LF. 1 35 LF. 15 07 35 LF. �f 70 35 LF. J'i 1 50�'.. W • - ra 6 /E 51844 t 6 51 6 /E 51 73 6 /E 07 6 IE51Q92 509.77 6 /E 6 /E 507.40 - 18UFFE' R (.fyR•)'• . z o c . SEN�TL�E E�'A i r 3_ € .V x 7 SE y 1 122 6TH H ST 8 +86 25 -- L F 9 +46. 25 LFi� t 70+9 25 LF. 11 +52 25 LF. 12 +7 25 LF. 12 +7 25 LF. / 1 25 LF. J 14+ 25 l 15 +1 25 LF. 15 +72 LF. ' Ile - -- k; IE 5 .83 6� lE 517.- IE SiS54 6 514.64 6 /Fd.5J` 6 /E 572.86 / ✓E 510.62 8 IE 509. 6 (E 50832 6 l 07.17 4zr �' 7€ 1 t / .' SSMH 15 -- 10+04.85, 5.00 T 1T 1sp tt 00.. ra T i f _ --x/56 rr';E}.z,��.•� 58 16 +76.6$ 500 T r� <. .. 48 49 ; 50 51 52 13+3 25 LF. _ -6-Ir -6-I 511. Ir ', 53 4 ' x "` ^520 € 7T S_ E / f <�M» l � �.,... t � I f 70 p ' 614 68 6,7 66 - 85' 61 1 __ 2 61 60 $j_ l ___ ____ _ _- RECREAT/�__. -_ ' W €., iti 3 . r SEE SHEET 6 SEE SHEET 7 L c O � 2 � 2 \ \ _ SY1S11NG GROUN \ ?' \ � -_ ' ^•- �_.._.__ - - -- G jai -� PM FOSED FINISH i RADE I N 736:8• P `- ; 71P I 195 =8" Pv S =Q0075 TOP 528.6 ! '' 8" (E 520 28 (01 Jp5_ _ i 8' � - -- x / j T6 P 526.41 17 \ ,/ 8 IE 51807 ((N) 8 IE 517.91 (OU7 t TOP 524.84 { \ \ �°y '`'"•- �..,..,..,•, 8" I 516.44 (IN) 8" I 516.34 (OUT) S H 16 1 ¢Oys2 TOP 520.19 ff j 8 IE 511.79 (IN) j 8 /E 511.69 (OUF 111 152ND A VEN E SE E 15 2ND A I III �E Alk issiIIIIIIi SssM 15 3I NOR A - DESIGN EFD 25 M EKISnNC ADE AT { SU$ - D GN SPEED 5 MPH s" IE 004.65 I N N N N N N N N N N N N N N N h h h a] h u1 h h u] b h h Y1 n) h h h N h h h h I.�O i°i �sis 520 O N •f' H' M °z *H.DUAI W. OUA2AP, J7. P.E. 510 MGM: w, GOGw P.E /jL FRmww CADD: D. MBTRM71 C10CM: wx DATE: 1115199 SCALE: HOSIZ.: 1' = 50' (OUT) AS 0 F � E� 6 +00 7 +00 8 +00 9 +00 10+00 11 +00 12 +00 13+00 14+00 15 +00 16 +00 17 +00 z� CALE: 1"= 50' �H/�ORIIZ ���5 �a18T Y 1 "� 5' GR 1 S EXPIRES: 1/22/01 BENCHMARK AND DATUM IONAL qq JL�Y�.'YL DA7UM: NA 1983/91 (BASm ON 77E5 Ta 51Y OF Romm MONUAQN75 NUMBERS - - - 5,27/•%7 LOCA710N OF EXISTING U77LI77ES SHOWN IS 1851 AND 1BS2j Checked for Compliance to City Standards STAMP NOT VALID CONTOUR INTERVAL 2' 1 DNLSSS SIGNED AND DATED APPROXIMATE AND MAY NOT BE ACCURATE VERTsCAL DsATULi: NA127 7988 1 P �°� b-7- S OR ALL INCLUSIVE. IT IS 7HE CON7RACTORS ONGINAnNG BENCHMARK 1 CTY OF RENTOY BENCHMARK 1 1852 - J" BRASS SURFACE MONUMENT AT THE rt RESPONSIBILITY TO FIELD VERIFY LOCA77ON INTERSECTION OF SE 1287H STREET AND / c `ree �p s G-23-77 mD NWT 95-243 OF UTILITIES PRIOR TO PROCEEDING WITH 1487H A�NUE SE B B CONS7RUC71DN. ELEYA77ON 454.77 FEET �, °` "' `•,' BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT Q 18' t *EST OF Sw CORNER OF Sm ELEYA nON 490.99' S1�T � 3 OF ® E KEY MAP NOT TO SCALE 01999 TRIAD ASSOGA7ES SCANNED OCT - B 1999 0 _. _. _ _ ..i ., . e� $Yo t) are : �' • . ® L Ng N �r H W { v 0 E \ \ _ SY1S11NG GROUN \ ?' \ � -_ ' ^•- �_.._.__ - - -- G jai -� PM FOSED FINISH i RADE I N 736:8• P `- ; 71P I 195 =8" Pv S =Q0075 TOP 528.6 ! '' 8" (E 520 28 (01 Jp5_ _ i 8' � - -- x / j T6 P 526.41 17 \ ,/ 8 IE 51807 ((N) 8 IE 517.91 (OU7 t TOP 524.84 { \ \ �°y '`'"•- �..,..,..,•, 8" I 516.44 (IN) 8" I 516.34 (OUT) S H 16 1 ¢Oys2 TOP 520.19 ff j 8 IE 511.79 (IN) j 8 /E 511.69 (OUF 111 152ND A VEN E SE E 15 2ND A I III �E Alk issiIIIIIIi SssM 15 3I NOR A - DESIGN EFD 25 M EKISnNC ADE AT { SU$ - D GN SPEED 5 MPH s" IE 004.65 I N N N N N N N N N N N N N N N h h h a] h u1 h h u] b h h Y1 n) h h h N h h h h I.�O i°i �sis 520 O N •f' H' M °z *H.DUAI W. OUA2AP, J7. P.E. 510 MGM: w, GOGw P.E /jL FRmww CADD: D. MBTRM71 C10CM: wx DATE: 1115199 SCALE: HOSIZ.: 1' = 50' (OUT) AS 0 F � E� 6 +00 7 +00 8 +00 9 +00 10+00 11 +00 12 +00 13+00 14+00 15 +00 16 +00 17 +00 z� CALE: 1"= 50' �H/�ORIIZ ���5 �a18T Y 1 "� 5' GR 1 S EXPIRES: 1/22/01 BENCHMARK AND DATUM IONAL qq JL�Y�.'YL DA7UM: NA 1983/91 (BASm ON 77E5 Ta 51Y OF Romm MONUAQN75 NUMBERS - - - 5,27/•%7 LOCA710N OF EXISTING U77LI77ES SHOWN IS 1851 AND 1BS2j Checked for Compliance to City Standards STAMP NOT VALID CONTOUR INTERVAL 2' 1 DNLSSS SIGNED AND DATED APPROXIMATE AND MAY NOT BE ACCURATE VERTsCAL DsATULi: NA127 7988 1 P �°� b-7- S OR ALL INCLUSIVE. IT IS 7HE CON7RACTORS ONGINAnNG BENCHMARK 1 CTY OF RENTOY BENCHMARK 1 1852 - J" BRASS SURFACE MONUMENT AT THE rt RESPONSIBILITY TO FIELD VERIFY LOCA77ON INTERSECTION OF SE 1287H STREET AND / c `ree �p s G-23-77 mD NWT 95-243 OF UTILITIES PRIOR TO PROCEEDING WITH 1487H A�NUE SE B B CONS7RUC71DN. ELEYA77ON 454.77 FEET �, °` "' `•,' BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT Q 18' t *EST OF Sw CORNER OF Sm ELEYA nON 490.99' S1�T � 3 OF ® E KEY MAP NOT TO SCALE 01999 TRIAD ASSOGA7ES SCANNED OCT - B 1999 0 _. _. _ _ ..i ., . e� $Yo t) are : �' • . ® L Ng N �r H W { v 0 E I.�O i°i �sis 520 O N •f' H' M °z *H.DUAI W. OUA2AP, J7. P.E. 510 MGM: w, GOGw P.E /jL FRmww CADD: D. MBTRM71 C10CM: wx DATE: 1115199 SCALE: HOSIZ.: 1' = 50' (OUT) AS 0 F � E� 6 +00 7 +00 8 +00 9 +00 10+00 11 +00 12 +00 13+00 14+00 15 +00 16 +00 17 +00 z� CALE: 1"= 50' �H/�ORIIZ ���5 �a18T Y 1 "� 5' GR 1 S EXPIRES: 1/22/01 BENCHMARK AND DATUM IONAL qq JL�Y�.'YL DA7UM: NA 1983/91 (BASm ON 77E5 Ta 51Y OF Romm MONUAQN75 NUMBERS - - - 5,27/•%7 LOCA710N OF EXISTING U77LI77ES SHOWN IS 1851 AND 1BS2j Checked for Compliance to City Standards STAMP NOT VALID CONTOUR INTERVAL 2' 1 DNLSSS SIGNED AND DATED APPROXIMATE AND MAY NOT BE ACCURATE VERTsCAL DsATULi: NA127 7988 1 P �°� b-7- S OR ALL INCLUSIVE. IT IS 7HE CON7RACTORS ONGINAnNG BENCHMARK 1 CTY OF RENTOY BENCHMARK 1 1852 - J" BRASS SURFACE MONUMENT AT THE rt RESPONSIBILITY TO FIELD VERIFY LOCA77ON INTERSECTION OF SE 1287H STREET AND / c `ree �p s G-23-77 mD NWT 95-243 OF UTILITIES PRIOR TO PROCEEDING WITH 1487H A�NUE SE B B CONS7RUC71DN. ELEYA77ON 454.77 FEET �, °` "' `•,' BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT Q 18' t *EST OF Sw CORNER OF Sm ELEYA nON 490.99' S1�T � 3 OF ® E KEY MAP NOT TO SCALE 01999 TRIAD ASSOGA7ES SCANNED OCT - B 1999 0 _. _. _ _ ..i ., . e� $Yo t) are : �' • . ® L Ng N �r H W { v 0 E 6 +00 7 +00 8 +00 9 +00 10+00 11 +00 12 +00 13+00 14+00 15 +00 16 +00 17 +00 z� CALE: 1"= 50' �H/�ORIIZ ���5 �a18T Y 1 "� 5' GR 1 S EXPIRES: 1/22/01 BENCHMARK AND DATUM IONAL qq JL�Y�.'YL DA7UM: NA 1983/91 (BASm ON 77E5 Ta 51Y OF Romm MONUAQN75 NUMBERS - - - 5,27/•%7 LOCA710N OF EXISTING U77LI77ES SHOWN IS 1851 AND 1BS2j Checked for Compliance to City Standards STAMP NOT VALID CONTOUR INTERVAL 2' 1 DNLSSS SIGNED AND DATED APPROXIMATE AND MAY NOT BE ACCURATE VERTsCAL DsATULi: NA127 7988 1 P �°� b-7- S OR ALL INCLUSIVE. IT IS 7HE CON7RACTORS ONGINAnNG BENCHMARK 1 CTY OF RENTOY BENCHMARK 1 1852 - J" BRASS SURFACE MONUMENT AT THE rt RESPONSIBILITY TO FIELD VERIFY LOCA77ON INTERSECTION OF SE 1287H STREET AND / c `ree �p s G-23-77 mD NWT 95-243 OF UTILITIES PRIOR TO PROCEEDING WITH 1487H A�NUE SE B B CONS7RUC71DN. ELEYA77ON 454.77 FEET �, °` "' `•,' BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT Q 18' t *EST OF Sw CORNER OF Sm ELEYA nON 490.99' S1�T � 3 OF ® E KEY MAP NOT TO SCALE 01999 TRIAD ASSOGA7ES SCANNED OCT - B 1999 0 _. _. _ _ ..i ., . e� $Yo t) are : �' • . ® L Ng N �r H W { v 0 E f-- � � a U7 I 9 n n 5 m 0 1 m I'-7 W Z 0 Ir ;;K, SSMi 70° . 8' I£ 8" IE rv�rw ww�9•�f -!7� .. SH 11 +00 12+00 Aa ®� v® 'MEAD M$OCIAT5 Project management Civil Engineering cc Q � Land Surveying Lend Use Planning Landscape Arehitecture Site Design 11614 119h Ana NE ulkhnd, u Q o f o Ya 45MI I Tall fm SNAERWEL m.hfed� > Z5 Q o m i 53 y o R a b 4.Otl D �� O 2.00 3 I [ i I I � NC SmaD�' E i P 12D'e E E H 14�- � 13 759 'Op 530.37 8'1E 523.82 (0110 € ; AT PRA Fig. 19 (1N) Ig.09 (OUT1 f EX1S77NG GRADE GRADE T l� mm hh .nm hN by h� n� by N h rv�rw ww�9•�f -!7� .. SH 11 +00 12+00 Aa ®� v® 'MEAD M$OCIAT5 Project management Civil Engineering cc Q � Land Surveying Lend Use Planning Landscape Arehitecture Site Design 11614 119h Ana NE ulkhnd, u Tel 43Me14e Ya 45MI I Tall fm SNAERWEL m.hfed� > Z5 Q Lu O 3 Q 2 Q 4 W 3 • • €3 $3:: r. IIH '411 z NxU4M . W DU17AP, R. P.E. DIMGIIED: W. GowN, P.E. /.L FREDRIOK CARD: D. AIEWtlAM CHECUD: NOO DATE: 1115199 SCALE: HORDS.: 1" = 50' YERT.: 1" = 5' ,�vyts, P AS I0 IST E� v z a: ONAL4E�G` =� CALE: 1"= 50' HORIZ EXPIRES: 1/22/01 "= 5' VERT. BENCHMARK AND DATUM 11�.r J y,L� 5/27/99 - DATUM: NAD 1983/91 (BASED ON 77ES 70 E97Y OF RENTON MONUMENTS NUMBERS I v�gl Checked for Compliance to City Standards SS S1 HOT oALID 1851 AlLID 18521 I' I UNLE33 9lGN® MD HATED CAUTION IER7CUR DATUM - L NAM r, -7 -99 YER7/CAL DATUM- NAVD 198E L _ LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS ONCINA77NG BENCHMARK iDD NOIQiBR 9.� -243 APPROXIMA7E AND MAY NOT BE ACCURA7E CITY OF REn1TGW BENCHMARK 11852 — 3" BRASS SURFACE MONUMENT AT THE ;rz ,� � Z� G _Z �_ py WERSEC770N OF SE 128TH STREET AND JASsGJArtO .+rr..r. `�+� OR ALL INCLUSIVE. IT IS THE CON7RACTORS 148TH AVENUE SE. RESPONSIBILITY TO FIELD VERIFY LOCA77ON ELEVATION 454.77 FEET SRx�T NUMME OF U77LI77ES PRIOR TO PROCEEDING W7}/ BM f I SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 4&8 E CONSTRUCTION. 18' t NEST OF STY CORNER OF SITE. R"ABON 49099° L . �77 KEY MAP NOT TO SCALE 01999 TRIAD ASSOCIATES C 17 - 2 7900 r� SCANNED OCT - 61999 l'Suff I YO N H N u ti cc Q � o ~ W Q ca O > Z5 €3 $3:: r. IIH '411 z NxU4M . W DU17AP, R. P.E. DIMGIIED: W. GowN, P.E. /.L FREDRIOK CARD: D. AIEWtlAM CHECUD: NOO DATE: 1115199 SCALE: HORDS.: 1" = 50' YERT.: 1" = 5' ,�vyts, P AS I0 IST E� v z a: ONAL4E�G` =� CALE: 1"= 50' HORIZ EXPIRES: 1/22/01 "= 5' VERT. BENCHMARK AND DATUM 11�.r J y,L� 5/27/99 - DATUM: NAD 1983/91 (BASED ON 77ES 70 E97Y OF RENTON MONUMENTS NUMBERS I v�gl Checked for Compliance to City Standards SS S1 HOT oALID 1851 AlLID 18521 I' I UNLE33 9lGN® MD HATED CAUTION IER7CUR DATUM - L NAM r, -7 -99 YER7/CAL DATUM- NAVD 198E L _ LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS ONCINA77NG BENCHMARK iDD NOIQiBR 9.� -243 APPROXIMA7E AND MAY NOT BE ACCURA7E CITY OF REn1TGW BENCHMARK 11852 — 3" BRASS SURFACE MONUMENT AT THE ;rz ,� � Z� G _Z �_ py WERSEC770N OF SE 128TH STREET AND JASsGJArtO .+rr..r. `�+� OR ALL INCLUSIVE. IT IS THE CON7RACTORS 148TH AVENUE SE. RESPONSIBILITY TO FIELD VERIFY LOCA77ON ELEVATION 454.77 FEET SRx�T NUMME OF U77LI77ES PRIOR TO PROCEEDING W7}/ BM f I SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 4&8 E CONSTRUCTION. 18' t NEST OF STY CORNER OF SITE. R"ABON 49099° L . �77 KEY MAP NOT TO SCALE 01999 TRIAD ASSOCIATES C 17 - 2 7900 r� SCANNED OCT - 61999 l'Suff I YO N H N u ti /NT 76 +78 = 10+00 y 99 100 �G2� oZ 1Bo 79, z7 L. 6 IE 498 5E SSMH 9 r % � caurionr 1 t no SEE SHEET 7 SSWH 15 I Jo. INT 20 +11.76 ,f �# TRACT E I - 23 +17.55 AREA`. ) 7RACT F i RECREATION ' S 22+ 144 PC,s 16 +9.I75'," \ 17£TLALVD L I� y� I' '�A ii T` \ _- k , t PT= 22 +! R _REA 11 ' ^-7 i y 0+90.14, 4,76 RT • V LOCATION. 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E'LEYA77ON 454.77 FEET - 8M f t SOUTHERLY BONNET BOLT ON TOP OF RRE HYDRANT 18' f PEST OF SW CORNER OF SITE ELEVA7TON 49899' y? j O as Z 0 rn 5 ry 1i 109 A ° ; \ 108 LF.}�� is \ !%,.•s F. �`""�. 1 '. _. •- ,,,,,,.,,,,°. IE 49 48 x ! \!_.. w r` �,,. / / �A-C -% 19 +18.70, 19 +� soF `:- 5.45' RT s p 6 / 49 99. `570- tai, M f 1 SSC AS SaMH 4 2 20 6 7 •493 0 t¢ / SIiQMN 20+09.86, 4.761 RT' ° 7R; F T f3 106 LAND CAPE 104 - 10' ACC ®� ® �..,� �. . = a- _,�.•^ , , " , l � SGT C `.. >��,� �r, ' i ` a i f� I, DETENTION .' e X\1 \! \ `\ \.�. ` ♦ ° "w4 " \4" %'°_'.... % z wwP -d' -ate lc rLou Imrvu LsJ°rw 6/rw cLrW LJ°rw L4°rw MA 511 u • V I I, ?a RIM n a ! j , CA E: 1"= 50' H ORIZ I 1" 5' T. , � o EXISPNG GROUND TYP " d �r A. - ' I MJAW W. DUMAP, JL P.E. �• W I � � _ DLSIGNBU: W. GO1AdN, P.E. /.( FREDR1pC N I ( i I _ ( E BIO WALE ( CHECEEO: wx A DA71: 05199 II SCALE: HOEIZ.: 1' = 50' 1. z o a CB 77 TO OUMALL 77A f �$ K — CONNECT TO i X I � PROPO FINISH GRALE j i 1 j I I� j ! 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(OUT) f0° IE 4 505 (OUT) j EXIS77NC ADE AT C 7TH SE 12STREET j SU LMOR r DESIGN SPEED 30 MPH 5 +00 17+00 V q h q h h h o� q Of O v1 h h h U1 h v O h h n h A h h z wwP -d' -ate lc rLou Imrvu LsJ°rw 6/rw cLrW LJ°rw L4°rw MA 511 u • V I I, ?a RIM n a I I - n a \ I� EXISPNG GROUND TYP " d �r A. - MJAW W. DUMAP, JL P.E. �• I � � _ DLSIGNBU: W. GO1AdN, P.E. /.( FREDR1pC I ( i CARD: M6R/ m ( E BIO WALE ( CHECEEO: wx DA71: 05199 II SCALE: HOEIZ.: 1' = 50' CB 77 TO OUMALL 77A f CONNECT TO i X I I I� ! E CON7RAC OR 10' lE 478. EX. 26- VC - J i IX. S= 0.0354 SSMH ER -59 �p 128 svW / 1 I6mE4�(�� SSIONAL 80 -'i v 0' f£ 477.94 (l -N) ( o sE 127TH STREET E p SE >BTH TREET 4' IE 476.77 4' IE 476.67 E EAST REN7{NJ -E) T -W) SEDER EXPIRES: 1/22/01? 1� E J V7ERCEPTOR PL INS TAD JOB NO 8 -324) STAR NOT VAM && q ^ ^ v ^ ry UNLESS SIGNED AND DATED RN O q O O O q ^ q q q 10H Na'm 95 -243 SST NMM 50F S 01999 TRIAD ASSOCIATES C i' . 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P.E: /1 F/lE7WM TOP5, 1 8' lE 50691 518.06 507.69 (IN) 507.59 (OUT) CHIC=: WJG 0. a ' { { DATE: 1115199 SM: HOML: 1' = 50' O } m / S 1247 STREET T i 1 j T � � I t - t I EXISTING 6 j_ ?ADE ATE y �O 28128. �Vrt Z O U) N ' m m n O h b O h O h � h N h M ul v •- h c h ui h v h ^i h �i h h h o N h N N h n n N `-i �i vi N N N h h h m N h b m N h •- m n N N ul h b n N N n N h E' �1l8TER4�Cvti� ei'S ZONAL F' E %PIRES: 722/01 u ' 4+00 5 +00 6 +00 7 +W 8 +00 9+00 10+00 11 +00 12 +00 � 5/27/99 r _ Checked for Compliance to City Standards S1W NUT VALID BENCHMARK AND DATUM UMM SIM M um ! I CALE: 1"= 50' HORIZ DATUM: NA0 7983/97 (BASED ON TES m C17Y OF RENMV MONUMENTS NUMBERS 1 F•Q ioH Nooa� LOCA77ON OF EXISTING UTILITIES SHOWN 13 1-= 5' RT. ift51 AND 1852) 95 -247 6 f " "�` " "" ` r "` "" APPROXIMATE AND MAY NOT BE ACCURA 7E VERTICAL DATUM.* AVO 1988 OR ALL INCLUSIVE IT IS THE CONTRACTOR ORIGINATING BENCHMARK SHAT NUM 3- BRASS SURFACE MONUMENT AT THE _ _ q 287H 111152 �OF a RESPONSIBILITY TO FIELD VERIFY LOCA 77ON INTERSECTION OF SSEEd TREET AND OF U77LI77ES PRIOR TO PROCEEDING WITH 148TH AVENUE SE 0"A 77ON 454.77 FEET Z A Ww� `2' -i�Ao CONSTRUC77ON, &W / T SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT KE / �I/Ar 18' i NEST OF SW CORNER O SITE. ELEVARON 490.99' _ NOT TO SCALE 01999 TRIAD ASSOCIATES € -,.-M. + SCANNED OCT -81999 I 1 w � � O N �d ro a. 1 y w' l` A� �Y ®o/ �J V 3 F- I cn crj I U n n n O m i g 'AL � 0 a6 IMF z O (n Q I wwp -17 -4 ►'fie �A 52 511 504 A® ® oo s� TRIAD ASSWIATW Project Menagmmt civil Engineering Land Surveying Laud Use Planning Landscape Architecture Si #e U[sign 11814 limb km AB ®dbed, 311 OWN- Y%g Tel 4?i.88/9448 Fa 428 IMI Tn9 F— 888A88SM n .hlbduoaaam 2 O F 1646479 153RD Al 14+3800 SE 128TH '`N 6 n- 2 YESES 12 +18.00 SE ST A SE977VE AREA - - --- �� O I ---` 7 ( ?' 8. /� Id'2;,111.78 547H A4£ -4:7 23 +1755 127/H N— I�! /KAC. / A ocp rsca,�vc al - _ LANDSCAPE P 2r +50.77 + �I ..I #,€ �y. SSMH ERl -60 TACT!��I� LLJ 4 14E AND E i� t o II 5W co E € E l # \ 4 j rif`d ;w�W= „.:^.���• -^a b i s i b . .r•,A.. 1A # NI � �I i I SEE SHAT 2 ; 7 AtiT F f RECfzEAnoN R. 'I:j°f€ € # €} 4j 3 � f; E €# [ `7 y .t SH 5 C ti SEE SHEET i €ii;t €7t�j #1 n/ i€ E3E4i fi s � 5 I i s 1 rt ? n ' f Q it in N O I --- 11 TN{/ CALE: 1 "= 50' HORIZ "= 5' VERT. 530 520 N 510 23+00 5W co �0� 128 i I g �Y21 55t1 520 i I i s 1 rt ? n E %PIPES: 1/22/01 —� f Q it 7D DATUM BENCHMARK BAS — — I 510 I I I N Q K MIIUAM JK DUAW, X P.E. FEW z9acEF 9-9 71NG GROUND a 1 III DMGNBD: 8: wwN, P.E.IL fwmar { i CARD: D. AOMAM _ y am=: Kv j PROPaSED F7NlSH GRADE , �� N� p� Eo LOCA77ON OF EXIS77NG UAU77ES SHOWN IS 500 SM: H01OZ.: 1" = 50' TW.: 1 ° = 5' l d AJ� ti� 04. ' sg 0C ffi� �� _ _... F ORlG7NATINGBENCNMARK Zt .OZ?S J4eltJIMC ur.�. rM• EX. " WATER OR ALL INCLUSIVE. IT IS THE CON7RACf0R5 TO aTY OF RENTON BENaiMARK f 1852 - 3 BRASS SURFACE MQYUMENT AT THE aB 0770N E 1287H STREET AND Ism / SSMH / D� ,��j4l�J%- 6 -Z - ��11 10D NOI m C�� w /' rJ Y'f�i 111 RESPONSIBILITY FIELD VERIFY LOCATION OF U771-17ZES PRIOR TO PROCEEDING WITH 51.0 -T 0 . " lE 502 f (l 0" IE 501.94 (/ 0" lE 501.84 ( ei co { ) 0 1 h h h N CONSTRUCTION. 18" z k£ST OF SW CORNER Dr Sl7E ELEVA RQN 490.99' 70P 8 KEY MAP SSMH 20 I ^.•• ^" "',Il.. / i I 8 i 8 /E ((IN) 511.28 8" lE 511.1 (007) f I / s D 7 I C�D S - a i 90 is SCANNED OCT - 6 1999 ! / ' SSMH 1 I I I 5 /N , TOP 5130 8" lE i H 9 SE 126TH BACCESS 8 /E 504. STREET DESIGN OUT j i 25 I 8 I EXISONG GRADE - f MPHI T 508,48 /E 49808 /N 8 h /E 497.98 u1 h h h h u] h h h I --- 11 TN{/ CALE: 1 "= 50' HORIZ "= 5' VERT. 530 520 5w 12 +00 13 +00 14+00 N 510 23+00 5w 12 +00 13 +00 14+00 �F t1 € € IRI� ;d N b yN td ' N v � 00 Q ~ W j-1 23+00 5W co �0� 128 i I g �Y21 55t1 520 SSfONALR2��1 I ? n E %PIPES: 1/22/01 —� f Q it 7D DATUM BENCHMARK BAS — — 510 161291" - - CAUT /ON MIIUAM JK DUAW, X P.E. FEW z9acEF DMGNBD: 8: wwN, P.E.IL fwmar CARD: D. AOMAM am=: Kv �� N� p� DATE: 1115199 LOCA77ON OF EXIS77NG UAU77ES SHOWN IS 500 SM: H01OZ.: 1" = 50' TW.: 1 ° = 5' l d AJ� ti� 04. ' sg 0C ffi� �� _ _... F ORlG7NATINGBENCNMARK .OZ?S J4eltJIMC ur.�. rM• EX. " WATER OR ALL INCLUSIVE. IT IS THE CON7RACf0R5 TO aTY OF RENTON BENaiMARK f 1852 - 3 BRASS SURFACE MQYUMENT AT THE aB 0770N E 1287H STREET AND Ism / SSMH / D� ,��j4l�J%- 6 -Z - ��11 10D NOI m C�� w /' rJ Y'f�i 111 RESPONSIBILITY FIELD VERIFY LOCATION OF U771-17ZES PRIOR TO PROCEEDING WITH 51.0 -T 0 . " lE 502 f (l 0" IE 501.94 (/ 0" lE 501.84 ( ei co { ) 0 1 h h h N �F t1 € € IRI� ;d N b yN td ' N v � 00 Q ~ W 201-00 21 +00 22 +00 23+00 5W co �0� 128 V g �Y21 55t1 520 SSfONALR2��1 I E %PIPES: 1/22/01 —� 7D DATUM BENCHMARK BAS — — 510 161291" - - CAUT /ON MIIUAM JK DUAW, X P.E. FEW z9acEF DMGNBD: 8: wwN, P.E.IL fwmar CARD: D. AOMAM am=: Kv �� N� p� DATE: 1115199 LOCA77ON OF EXIS77NG UAU77ES SHOWN IS 500 SM: H01OZ.: 1" = 50' TW.: 1 ° = 5' l �`+`' y4 -�?_ g s ti� 04. ' sg 0C ffi� �� _ _... F ORlG7NATINGBENCNMARK �F t1 € € IRI� ;d N b yN td ' N v � 00 19+00 201-00 21 +00 22 +00 23+00 �0� 128 ��VW R IST SSfONALR2��1 E %PIPES: 1/22/01 —� 7D DATUM BENCHMARK BAS — — 161291" CAUT /ON DATUM: NA0 1983/$1 (BASED ON PES TO CITY OF REN717N MONUMENTS NUMBERS ON Checked for Compliance to City Standards P y �� N� p� LOCA77ON OF EXIS77NG UAU77ES SHOWN IS rg /N1 T `EafvAt r M?77CAL DATUM: NAM 1988 1 l — l �`+`' y4 -�?_ g s ffi� �� _ _... APPROXIMA7E AND MAY NOT BE ACCURATE ORlG7NATINGBENCNMARK J4eltJIMC ur.�. rM• OR ALL INCLUSIVE. IT IS THE CON7RACf0R5 TO aTY OF RENTON BENaiMARK f 1852 - 3 BRASS SURFACE MQYUMENT AT THE aB 0770N E 1287H STREET AND / / D� ,��j4l�J%- 6 -Z - ��11 10D NOI m C�� w /' rJ Y'f�i 111 RESPONSIBILITY FIELD VERIFY LOCATION OF U771-17ZES PRIOR TO PROCEEDING WITH Sf ELEYA7701V 45%77 FEET BM / 1 SOU7HERLY BOWNET BOLT ON TOP OF FIRE HYDRANT _ Sm, RIM CONSTRUCTION. 18" z k£ST OF SW CORNER Dr Sl7E ELEVA RQN 490.99' 70P 8 KEY MAP NOT 70 SCALE Q51999 TRIAD ASSOCIATES C�D S - a i 90 is SCANNED OCT - 6 1999 �F t1 € € IRI� ;d N b yN td ' N v � 00 3 el a a 23 N., RGE. 5 E., W.M. WINsm"OhW00 J.NOSLAPE' u err :L rPJ 'JJ P. tI. -_r.�r l 11 h 17 18 we Vi' ! VIPTI txJ• IMAUE1 14 u I 5i 13 12 A aRl`6 TRACT K 18 15 I6 17 16 19 nI 4l U a4 19 PIfJi d M Y /TI EPT .v'IL . " 01 P1 VOPfl 01' /tC MPJ11, 14 l' f NOPF., 14. 9P:L1 _ J)5 d'L 374 ViFVA t', - eu7R 1 F1aa a �N KING COUNTY TRACT 1 1 1 1, Iq EAAOSwac CITY OF RENTON 5 A / / FIr,' /! 0 �s V ! 1 r4 z � II J1 � - 21 22 2J 24 25 2B 27 28 28 JO J2 .33 J4 .i5 JB J7 .78 J9 N007810' E - .. . _ .... 1 dif T /NliTlll'a ! FALU'1r 15 D F/l hil BNF / . ' I FbI V V, I f I_vey lf 11, K4 N51 •,WMV, AUNAtE7RACTM ' R 41715' Ni[ f 1 1 ":f11! 11 ! 1'941.r. ] c nr TJt A 91155 ifV,5 'i x )nor ff tiPLt; r196Jri 1487 AVENUE SE £ c ` 1 148IH-A.YENUE_SE p �p z - pg� SCALE: 1" = 200' 3 0 100 20000 4400 TFa � y m 0 w I ¢ LEGEND I PROPOSED SANITARY SEWER WITHIN THE PARAMETERS LISTED BELOW. THESE REVISIONS ARE TO THE APPROVED SEWER MAIN SEWER MANHOLE -- - - - - -- -SEWER FORCE MAIN • CLEANOUT SEWER SERVICE CATCH BASIN, TYPE I - - BOUNDARY CATCH BASIN, TYPE If LOT UNE - SINGLE WATER METER W/ 3/4" SERVCE RIGHT -OF -WAY DOUBLE WATER METER W/ 1" SERVICE —_— GU77ER, FLOW, & CURB LINE FIRE HYDRANT - -- - -- - -- CENTER LINE A/R/VAC RELEASE VALVE — - — EASEMENT BLOW OFF - - - - - - - - - BUILDING SETBACK LINE (BSBL) GATE VALVE WATER MAIN TEE - STORM DRAIN PIPE BEND - ROOF & F0077NG DRAIN REDUCER 10' CONTOURS CONCRETE BLOCKING - - - -- 2' CONTOURS o YYwp - ay ®8y� d re I £%V ¢ 5RJ ra PLVTO':. 4 WITHIN THE PARAMETERS LISTED BELOW. THESE REVISIONS ARE TO THE APPROVED IXEDEAIIOV PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF SEPTEMBER 11, 2000. r � t 1� 1 1. TRACT £ \ gTrsnN'Ar�A 49 , i0 /J 48 TRACTC BERJInOY � imp 47 � 2' �—�/ LATHE INVERT O AND BASED ELEVATIONS MAY NOT 46 I I 41 4T 4J 44 N0078 0 338 89 � I Po BOX Z199 ACOW RENlDV, W4 960`.,6 I�I 44304 I (Taal 1I w"s I' 18661 ]ROM SE JPM1V /TAR \OP.Nlfi 1210 f41RD N. 1 .VE AT6A7AVB, r4. :7410!! - ^w DLAS J. f1686V0 SE 2R_! nRM yAl SE '6R PEh70 IrA 960iO 1I IXOP1,/ME5 L L r D£AY f. Y1 ROMN,, a4 9605d 1x6?? 148] '" 9631L 4N AULIS ' 6731 12 01 7 Sf Pi'YfOM1, 14. 99066 I PJNERI N4M& Aw.PPJS& 640'L. 0/lllM1f Ik74OTR AVE Z. 1/091!6 AT 5F fA 9P,0.69 R!L VRE 61 96004 1371651 'ZON NEST, 9me I I ERLY b'VFIl ell Illit Checked for Compliance to City Stondards Sl'ANP NOT VALID ENGINEER'S LEGAL DESCRIPTION PARCEL A THE EAST HALF OF THE S UMNEST QUART? OF 174E SOU7HWE5T QUARTER OF SEC77ON 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAME77E MERIDIAN, IN KING COUNTY, WASHING 7DH,• EXCEPT THE SOUTH 3788 FE'£T OF THE NEST 12500 F7F 77¢L7r,• AAv EXCEPT THE SOUTH 4200 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 1287H STREET.. PARCEL B, THAT POR77ON OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUART_ OF SECTION 11, TOWNSHIP 2J NOR7K RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST OUARTER OF SAID SECBON 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 64&00 FEET TO 7HE TRUE POINT OF BEGINNING, 7HENCE EAST 1320.00 FEET, MORE OR LES$. TO THE EAST LINE OF SAID SUBDIVISION; 7HENCE SOUTH, ALONG SAID EAST LINE, 67500 FEET! - 7HENCE WEST 66000 FEET• THENCE NORTH 660.00 FEET- THENCE WEST 660.00 FEET, MORE OR LESS 717 THE WEST LINE OF SAID 5U8&WS10 N,• 7HENCE NORTH, ALONG SAID WEST LINE 1300 FEET 70 THE TRUE POINT OF BEGINNING EXCEPT THE *£57.30.00 FEET THEREOF FOR ROAD; EXCEPT ANY POMPON LYING WITHIN THE SOU H*E_ -T QUARTER Oc 774£ SOUTHWEST QUARTER OF SAID SECTION. EXCEPT ANY POR77ON LYING WITHIN THE SOUTHWEST QUARTER OF 771E NORTHWEST QUARTER OF THE SOUTHWEST QUARTER LIE SAID SECDOV. R n lqmmwLL 173 139 AS- CONSTRUCTED DISCLAIMER o av 800 J WITHIN THE PARAMETERS LISTED BELOW. THESE REVISIONS ARE TO THE APPROVED J 00 PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF SEPTEMBER 11, 2000. % O SHV F%n, THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, SIDE SERVICE STUB Vy MARKERS AND FIRE HYDRANTS WITHIN THE PROPOSED RIGHT —OF —WAY WHICH VARY '3F MORE THAN FIVE FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. WETLAND DEUNE47ED BY B- TWELVE ASSOCIATES THE AS— CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE ED PLAN SET. SLOPES EET J STRUCTURES CALCULATED REVIS 2a;za F'�v �S'sUONALRY'�G`�~ IST LATHE INVERT O AND BASED ELEVATIONS MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE, ALL ITEMS MARKED WITH A A ON THESE PLANS REFLECT INFORMATION PROVIDED BY THE CONTRACTOR WHICH HAVE NOT BEEN FIELD VERIFIED. TRIAD ASSOCIATES DOES INOT CERi1FY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATION IS INCORPORATED IN THESE PLANS = x?IaES: vzz /o3 QQ R n lqmmwLL 173 139 VICINITY MAP NOT TO SCALE OWNER / DEVELOPER_ CENTEX HOMES 2520 1307H AVENUE N.E, Suite /200 BE1LEW& WA 98005 (425) LW -3611 CIVIL ENGINEER / SURVEYOR / PLANNER ENGINEERS TRIAD AS5OCA7ES 11814 115714 AMVUE N.E. KIRKLAND, WA 98034 (425) 821 -8448 WILLIAM W. DUNLOP ,.IR., P.E. .5479011 UTILITY PURVEYORS SEWER' CITY OF RENTON WA ZE R.' KING COUNTY WATER DISTRICT NO. 90 BENCHMARK AND DATUM DATUM' NAD 1983191 (BASED ON P£S 70 CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VDRTTCAL DATUM.' NAVD 1988 ORIGINATING BENCHMARK CITY OF REVIDN BENCHMARK f 1852 - 3° BRASS SURFACE MONUMENT AT THE IN7ERSEC77ON OF NE 4774 STREET AND 148TH AVENUE S.E. ELEVATION 454.77 FEET BV d 1 SOUTHERLY BONNET BOLT ON 70P OF FIRE HYDRANT 18' t NEST OF SW CORNER OF SITE. ELEVATION 490.99' BASIS OF BEARING SOUTH LINE OF SOUTHWEST QUARTER SECRON 11 -23 -5. SHEET INDEX 1 COVER SHEET 2 -7 SANITARY SEWER PLANS AND PROFILES 8 SANITARY SEWER DETAILS AND NOTES �A® TRIAD ASI V WTES Prslect Wanagemeal Civil Engineering Land Surveying Lend Use Planning IAnd:eape Arehitecture Site Design 11914 115th Are. NE Sttilmfl TA 9UM -69x1 Tel 4259219449 Fa 425MI.M1 Tull Y1ee 909A6&0156 a .bfadassxmm a Q A 9 o av 800 J MAY MALL PO 'OUNTY pgRK p FZ \ I I I I Tp� SSgOCi �O SE IlEfh ST VV`, e Q lib < clll 900 $C 1;1011 `i S I GG/LF[ILO \ PFR V� pFl g0CC R51� ¢I4, & RIDE NC�ath ST SE 128th ST � LEU y 7i MAPLEWOG I� N PARK VICINITY MAP NOT TO SCALE OWNER / DEVELOPER_ CENTEX HOMES 2520 1307H AVENUE N.E, Suite /200 BE1LEW& WA 98005 (425) LW -3611 CIVIL ENGINEER / SURVEYOR / PLANNER ENGINEERS TRIAD AS5OCA7ES 11814 115714 AMVUE N.E. KIRKLAND, WA 98034 (425) 821 -8448 WILLIAM W. DUNLOP ,.IR., P.E. .5479011 UTILITY PURVEYORS SEWER' CITY OF RENTON WA ZE R.' KING COUNTY WATER DISTRICT NO. 90 BENCHMARK AND DATUM DATUM' NAD 1983191 (BASED ON P£S 70 CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VDRTTCAL DATUM.' NAVD 1988 ORIGINATING BENCHMARK CITY OF REVIDN BENCHMARK f 1852 - 3° BRASS SURFACE MONUMENT AT THE IN7ERSEC77ON OF NE 4774 STREET AND 148TH AVENUE S.E. ELEVATION 454.77 FEET BV d 1 SOUTHERLY BONNET BOLT ON 70P OF FIRE HYDRANT 18' t NEST OF SW CORNER OF SITE. ELEVATION 490.99' BASIS OF BEARING SOUTH LINE OF SOUTHWEST QUARTER SECRON 11 -23 -5. SHEET INDEX 1 COVER SHEET 2 -7 SANITARY SEWER PLANS AND PROFILES 8 SANITARY SEWER DETAILS AND NOTES �A® TRIAD ASI V WTES Prslect Wanagemeal Civil Engineering Land Surveying Lend Use Planning IAnd:eape Arehitecture Site Design 11914 115th Are. NE Sttilmfl TA 9UM -69x1 Tel 4259219449 Fa 425MI.M1 Tull Y1ee 909A6&0156 a .bfadassxmm a Q A D agAg i z WILLIAM W. O1INLAP, JR. P.E. r MllN DESIGNED: W. COGUYN, P.E. /.L FREDRICK CARD: D. M£RR1AM CHECKED: WJG DATE: 1115199 SCALE: JIM.: 1=200' PERT.: N/A YJ W NOTES V� pFl g0CC 0 WETLAND DEUNE47ED BY B- TWELVE ASSOCIATES WETLAND LOCATED BY HUGH G GOLDSMITH & ASSOCIATES V ni 3 3 3 '3 fa FIELD TOPOGRAPHIC SURVEY BY TRIAD ASSOCIATES D agAg i z WILLIAM W. O1INLAP, JR. P.E. r MllN DESIGNED: W. COGUYN, P.E. /.L FREDRICK CARD: D. M£RR1AM CHECKED: WJG DATE: 1115199 SCALE: JIM.: 1=200' PERT.: N/A 71 �c O 30 N lam/ �J O A NOTES V� pFl g0CC WETLAND DEUNE47ED BY B- TWELVE ASSOCIATES WETLAND LOCATED BY HUGH G GOLDSMITH & ASSOCIATES o a;ze 6W BOUNDARY SURVEY BY HUGH G GOLDSMITH & ASSOCIATES SSUONAL4E�Gl� FIELD TOPOGRAPHIC SURVEY BY TRIAD ASSOCIATES EXPIRES. ;/22/03 2/28/0/ Checked for Compliance to City Stondards Sl'ANP NOT VALID UNLESS SIGNED AND DATED YOB NUMBER 95-243 SUM NUiM !OV S AS-CONSTRUCTED imi7 ®1999 TRIAD ASSOCIATES • 71 �c O 30 N lam/ �J O m E 9 I cn I n q CL IMME i� n °�2 �zQ W • Kopf 4. OX DRIlEWAY ACCESS h p � N p N 530 520 SSC0 22A TOP &_99sr 529.83 8' IE -M�523 03 1(NA510 8 +00 0 co Ix z Wwp.s�m "�o SCALE: 1" = 50' 0 25 50 100 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Soo BENCHMARK AND DATUM 2 W> F. 425ALM1 ®H/�ORIZ 1 "= 5' T� T.0 bee 800.45SOM 8 +00 0 co Ix z Wwp.s�m "�o 524.39 - 526.28 5?1,94_(N) -_... _.. - -- 39 = 5'"_Yt� -.S 0•M� - _ „ ,. _ -- __,.___ ...,_.. - - -- - tS5�MH 22 12' /E 521.89 (S) 5'430 - _ _ _ _ " _ 1•= _ F TOP SP i,r 527.56 -257T SSMH 21 - 520.01 (N) Al .( - 8' IE &9.65 (!N NdE) CTR. CHANNEL TOP 5ER. T4 U4- 75 8" IE 549:P5• (OUT -S) .: 51&86 B' /E SiB:3i (!N) \\ CTR ' 1RZ52Q05 (14) 521.90 526.28. B' IE 3i&..24 (OUT) / = 5161£ 519.95 (S) - 517.68 (N) -522.70 (N) =225,7 .. ...... .. f2 7E- 51775 Sin 12' IE 522.66 (£) 12' IE 51785 - 524.38 -214X - 520.68 (£) ¢j 0 -521.90 CTR (2/ANNEL -51 &35 (E) 2 IE$51 (OUT = 510.58 ... -. ._... -__ -51251 (N) -130X 12' IE 51224 (1{j 12' 1E 5(243 (S ._ 515.60 (£) -- 509.61 (N) TRACT H ROSAR /O AVENUE; NE S..o... S — Drnru ME—D 25 MPH — 516 63 10+00 11+00 SCALE: 1" = 50' 0 25 50 100 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Planning nrentleetnre Design m kl--d, WA 9USI- 29 BENCHMARK AND DATUM 2 W> F. 425ALM1 ®H/�ORIZ 1 "= 5' T� T.0 bee 800.45SOM DATUM: UM: 8,5',)83/91 (BASED ON TIES TO C/TY OF RENTON MONUMENTS NUMBERS Y GR CONTOUR INTERNAL 2' A TI ON WR77CAL DATUM. NAl21 1988 ORIGTNA77NG BENCHMARK CITY OF RENTON BENCHMARK 1 1852 - 3' BRASS SURFACE MONUMENT AT THE LOCA AON OF EXISTING UTIL177ES SHOWN 1S INTERSECTION OF NE 47H STREET AND APPROXIMATE AND MAY NOT BE ACCURATE _________.—.--,— -- _ _ — '. EX/SIING GROUND { OR ALL INCLUSIVE. IT IS THE CONTRACTOR ' � ''. cz 18' t VEST OF SW CORNER OF S17E ELEVATION 490.99' OF UTILITIES PRIOR TO PROCEEDING WI774 _ _ ,- - _ — _. � u Q rm R s < s _..... _.. PROPOSED FIN75N GRADE .._ ` - _ -,- - - - - - Y N - z lYP 2 n �.. 0.94X �.. m Y °- -- 520 265'_,5' PNC 0.0706 5'8'8'148• e 524.39 - 526.28 5?1,94_(N) -_... _.. - -- 39 = 5'"_Yt� -.S 0•M� - _ „ ,. _ -- __,.___ ...,_.. - - -- - tS5�MH 22 12' /E 521.89 (S) 5'430 - _ _ _ _ " _ 1•= _ F TOP SP i,r 527.56 -257T SSMH 21 - 520.01 (N) Al .( - 8' IE &9.65 (!N NdE) CTR. CHANNEL TOP 5ER. T4 U4- 75 8" IE 549:P5• (OUT -S) .: 51&86 B' /E SiB:3i (!N) \\ CTR ' 1RZ52Q05 (14) 521.90 526.28. B' IE 3i&..24 (OUT) / = 5161£ 519.95 (S) - 517.68 (N) -522.70 (N) =225,7 .. ...... .. f2 7E- 51775 Sin 12' IE 522.66 (£) 12' IE 51785 - 524.38 -214X - 520.68 (£) ¢j 0 -521.90 CTR (2/ANNEL -51 &35 (E) 2 IE$51 (OUT = 510.58 ... -. ._... -__ -51251 (N) -130X 12' IE 51224 (1{j 12' 1E 5(243 (S ._ 515.60 (£) -- 509.61 (N) TRACT H ROSAR /O AVENUE; NE S..o... S — Drnru ME—D 25 MPH — 516 63 10+00 11+00 12 +00 13 +00 14+00 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Planning nrentleetnre Design m kl--d, WA 9USI- 29 BENCHMARK AND DATUM CALE• 1 "= 50' • F. 425ALM1 ®H/�ORIZ 1 "= 5' T� T.0 bee 800.45SOM DATUM: UM: 8,5',)83/91 (BASED ON TIES TO C/TY OF RENTON MONUMENTS NUMBERS Y GR CONTOUR INTERNAL 2' A TI ON WR77CAL DATUM. NAl21 1988 ORIGTNA77NG BENCHMARK CITY OF RENTON BENCHMARK 1 1852 - 3' BRASS SURFACE MONUMENT AT THE LOCA AON OF EXISTING UTIL177ES SHOWN 1S INTERSECTION OF NE 47H STREET AND APPROXIMATE AND MAY NOT BE ACCURATE 148774 AVENUE' S.E. ELEVATION 454.77'FEET OR ALL INCLUSIVE. IT IS THE CONTRACTOR BM 1 I SOUTHERLY BONNET BOLT ON TOP OF RRE HYDRANT RESPONSIBILITY TO FIELD VERIFY LOCA77ON 18' t VEST OF SW CORNER OF S17E ELEVATION 490.99' OF UTILITIES PRIOR TO PROCEEDING WI774 U CONS7RUC7ION. u 500 Z Iq Z Q [r .w a® TRIAD ASSOCIATES Project M-.gement Civil Engineering land ry Sueying 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Planning nrentleetnre Design m kl--d, WA 9USI- 29 O Tel 428.521ma F. 425ALM1 Z a T.0 bee 800.45SOM mtxiedem . Q u a Z U ® c u Q Z Iq Z Q [r b �b a — z N MCUAM W. DUNLAP, P.E. DESIGNED: w. wmv, PE /Lt fREmcK CARD: D. Mm mm CHECKED: wx DATE: 1115199 SCALE: HOPE.: 1' - 50' VERT.: 1 • = 5' X13.03 (E) 8" IE *w.48 -( 11V) CiR. GiANNEL 3Ei?i8Hy4 -(IM EX/STING( AT P 501.60 \t'D"w51Q1(�T) v r c R n lwmw LL 17 3 14 0 i 570.64 E 3�Q� �c�i ttj h � �o R 8128 9 ?� �O /STERF' G� 18 +00 19 +00 20+00 ss IONAL E� EXPIRES. 1/22/03 2 /28jo/ Checked for Compliance to City Standards STAMP NOT VALID UNLESS SiGNE6 AND DATED `g JOB NUMBER 95-243 43 a EN SHEET NUMBER L s1 ® „ o �+ OF, 8 AS- CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) ®1999 TRIAD ASSOCIATES sg;wMED JUL 2 7200 e f Ng � r V H I O C � 2 � O Z a o I` U u rm R s < s b �b a — z N MCUAM W. DUNLAP, P.E. DESIGNED: w. wmv, PE /Lt fREmcK CARD: D. Mm mm CHECKED: wx DATE: 1115199 SCALE: HOPE.: 1' - 50' VERT.: 1 • = 5' X13.03 (E) 8" IE *w.48 -( 11V) CiR. GiANNEL 3Ei?i8Hy4 -(IM EX/STING( AT P 501.60 \t'D"w51Q1(�T) v r c R n lwmw LL 17 3 14 0 i 570.64 E 3�Q� �c�i ttj h � �o R 8128 9 ?� �O /STERF' G� 18 +00 19 +00 20+00 ss IONAL E� EXPIRES. 1/22/03 2 /28jo/ Checked for Compliance to City Standards STAMP NOT VALID UNLESS SiGNE6 AND DATED `g JOB NUMBER 95-243 43 a EN SHEET NUMBER L s1 ® „ o �+ OF, 8 AS- CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) ®1999 TRIAD ASSOCIATES sg;wMED JUL 2 7200 e f Ng � r V H I O C f A® a . s c n SEE SHEET 6 SEE SHEET 7 •® / 26 s. Prni . 1(enagement a '1 17 18 19 20 21 22 23 24 25 27 28 29 n TRACT l / / _ _ awl eegNee�g _. SENSITIVE AREA _ leea u� pl -.iog 1-ON- + / Hand, pe Architect— CTR 14 IN 1327.86 I 677! STE .' .... 2 , 1 - Ste Design SSMHAI9 s aas _ �i ? V '. 11814115th Me. TE E kb d eA NM!- ( \ �) d "v, fi +8814, 31.00 RT 13 12 11 10 9 8 7 6 5 4 3 Z zet 4aaxtte4le 4aaaz1a481 / 16 +27 35 LF. � Ftu �'�� SS H 18 9 48 35 LF. 11 a ✓E�CANO 6 1\ ~ - - P - 7 +59.75 I 6 /E 506.31 8 +1 00, 5,00 RT 6 /E 517.57 v v v 7 71 34 L.F. B J3 35 L.F. 8 93 35 L.F. r 10 +87 J5 LF. 11 47 35 LF. 12 07 35 LF.., "'j2 67 35 LF. 13 37. 35 -L.F. f 87 35 LF. 1 47" 35 LF. 1 07 35 LF. �70 I' r' 5p' - - O 6 /£ 519.3H, IE 518,44 6 / 17.98 /E, 515:81 -. _ 6 !£ 51492 _ 6 /EJ514.0... ,,,.._. q.6 /E 51313.,.,, .,6 IE Si207 6 !£ 510.92 7E 50977 -.. _ _..6. !f 50861. .,,,. -, 'i � .� y'/ ' 1 \ -_. ERi I. �,....._.....,.....' 1� u �.� TRACT E \>� 2 W - ' /' 'INT 16 +71.82 QUINCY AVE NE 16•D0-NE 57H ST 12 +a 28 LF. l 7 +11 28 LF. B +26 25 LF. H +86 25 LF. 9 +46 25 L.F- 1 : f0 +92 25 LF. f1 +5 ZS L.F. 12 +12 25 LF. 12 +7 25 LF. �' 13 +9 25 LF. 14+5 25 L.F. 15+12 25 LF, 15 +72 5 L.F. # ! "`- // 6' L. 520.25 6 /E 519.23 E 518.29 6 /E 5Y7.83 6 /E 517.39 515.54 6 /E 514.64 6 /E- 5,1375 6 /E 51286 / 1£ 510.62 6 IE 509.47 6 /E 508.32 6 IE-507.17 SSMH !15) 7 /- // 6 /E 520.98 SSMFy' 17 k SSMH..1fi 16 +76.82 50 i -10 +04.85, 5.00 RT ....134'•10.00, 5. T E.I 16 17 78 19 21 22 23 1J+J zs LF 26 27 28 29 TRA 20 a %, � 6 E 51177 30 - RECREAT�,L'ANDSCAP 24 25 6 Pvc 5ew£R Z a � _ 17 16 15 14 13 12 11 10 g 8 7 6 5 -car rar 4 3 3 2 � � � � - RECREA770.N l`Lr y SEE WEET 6 SEE SHEET 7 cc W W raj W,. + jW 2 ii � SCALE: 1" =50' '�2 V d 4 o K cN D 25 50 too o WO :1z LL�mo� 55s -- - - - - - EXISTAIG GROUND o a y� .• '�� f J6.Y - _ - _ _ _ PRQ°OSED F1N79i GRADE 2 f1 r�t�tl ' S 136= g -pVC. - 00159... .. ---� ._.(TfP) _... .,_ _ m�5- 520 a 'i tYS .. _.. - - - __- ...�N 19s- C s=,.99g. 14 _- z B' PV c-o.o� Z II o O� SSMH 19 , 526.40 - - -- m m m R TOP 328:1.6 52849 8' IE 528t2B•(OUT) 519.86 12' IE 52240 (S) .... _. _. - 524.03 305tH• S-4 - -- _. ". ... _.....,.... _ _� ...... , a 8 m h w Y - 520.63(E) ... -., ...._ _ PYG ^_ -0711, ___ _.... ` ;- y TOP 616- H- 52567 X325 8'- If 31@.9! -(IN) 517.72 SSM/'I 17 -51926 (N) t _ 8" /E525hT. -9P -(OUT) 517,60 TOP 34h.B4- 524.87 12' lE 519.07 {S) - - 523.97tT IT {tAW -(MI) 516.06 12' I£ 519.22 (W) - NrzL! J?. PE A -52298 (E) 01 4[4)576 -3 (DUT) 51594 53[!23 36T: ., _12' IE 520..15 (S) __.. _.... .. .._._. ._ __.:,. �231N)__. _.._.. . _.. _ .. .,..,.. B AyL, o.D2rb ..-` '_ �€ _ 510 12' IE 520.45 (W) - 1 12 12. IE _ ..` ,J i .... BISIGM D: W. G"N, P.EI1 FREDRICK 519.-92 CADD: D. NlFRIAM -52330 8'.7E (lN) 511.55 -- fr -519.83 (E) 8- IE 3H-69 -(OUP 511.47 - 511.50 (N) CH &CH®: w�.G i a 12' I£ 511.35 CSI ^�8 I - 51,151 DATE: 7115199 509.71 51887 (Ej - -232X 12 IE 50861 W� SCAM: HORIZ.: 1' - 50' W QU /NC Y AVENUE NE 8' IE soaea E) SSMH 15.: o QUINCY AVENUE NE --�64x Top 312-9 MINOR ACCESS - DESIGN SPEED 25 MPH EX S7/NC GRADE AT r4 -51545 8' 1E&94851(/N) 50414 (NP) SUBACCESS - DESIGN SPEED 25 MPH -51217 (E) 512.50 a' IE 5@135 (OUT) 5D4.D5 m XN 00 6 +00 7 +00 8 +00 9 +00 10+00 11 +00 12 +00 13+00 14+00 15+00 16 +00 17 +00 A � GALE: 1"= 50' HORIZ - -_ -- ° Vo ze128 6V GGfSTERF' G1 V - SSrONAL E� O EXP:RE�: i/22/p3 BENCHMARK AND DATUM _ ' DATUM: HAD 1983 191 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 1 m LOCA77ON OF EXISTING U77LITIES SHOWN IS 1851 AND 1852) '! Checked for Compliance to City Standards STAMP NOT VMD) CONTOUR 1N7ENVAL 2' DNIJ SIGIV);D AND �,� APPROX IMATE AND MAY NOT BE ACCURATE VERTICAL DATUM: NAM 1988 -! a OR ALL INCLUSIVE IT IS THE CONTRACTOR ORIGINA77NG BENCHMARK CITY OF RENTON BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE I � RESPONSIBIL17-Y TO FIELD VERIFY LOCA77ON INTERSEC770N OF NE 4TH STREET AND -- -- -- DOH NM = p95-243 m OF U77LI77ES PRIOR TO PROCEEDING KITH 148TH AVENUE SE y N EfEVA770H 454.77 FEET i'+ONSTRUCT70N• BM 1 1 souTHERLY BONNET BOLT ON TOP OF ARE HYDRANT KEY MAP SHRU ppyHgg A 18' t WEST OF SW CORNER OF SITE. ELEVA77ON 490.99' NOT TO SCALE %5 OF 8. 7 o �„p- '' -�r�a AS- CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) ©1999 TRIAD ASSOCIATES /413 S 2 "9e, i3 SCANNED JUL 7 ^ 2UUi LL 173 141 b o v q q n a e I li i o Aa TRIAD ASSOCIATES Project Management Civil Eugiueen_ng land Surveliag Land llae tand =cape Site 11814 118th Are. NE Planning drehitmtare Design %Ad-d, WA Y88S4 -8829 Tel 428.821&148 Fax 428.8215481 Tau tme 888AKWIN _bhw � Z a W w 0 m 2 O <n Ld fr z 0 Aa TRIAD ASSOCIATES Project Management Civil Eugiueen_ng land Surveliag Land llae tand =cape Site 11814 118th Are. NE Planning drehitmtare Design %Ad-d, WA Y88S4 -8829 Tel 428.821&148 Fax 428.8215481 Tau tme 888AKWIN _bhw � Z W 2 Z Q Q 4 W W cc a 2 Q X 4 3 3 3 3 12 a A o I I I I I k Z_ 2 O W ti a v .Z WLUAM W. DUNLAP. JL P.E DESIGNED: W. GOGG/N. RE. /,L fREmcK CARD: D. MERRIAM OEM: W.G DATE: 1115199 SCALE: HOER.: 1" = 50' VEDT.: 1" = 5' o — _ ElTS11NG GRACE AT Pr . (7YP) 5524. L(E) ZB -a" Pic 579.63 7+00 8 +00 9 +00 10+00 11 +00 12 +00 13 +00 14+0 12' 1E.524 .97 (S) 525.53 (NW) f 520: GALE: 1"= 50 HORIZI BENCHMARK AND DATUM 8" 1E 8" 1E a5mn 74- 73X TOP 63aiF 530;51 8" 1E -6238P (OUT) 523.39 EXIS77NG GRADE AT G PROPOSED FINISH () GRADE AT C (T1P) h a5 11 +00 12 +00 f2-1E.525.18( ), n' � m N h 7(J"Yw worw®p - a' - ?7/a Q 1"= Gf /Cp�" DATUM. NAD 1983191 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS -- -- aJ 9G ER f851 MU 1852) CONTOUR INTERVAL 2' VER77CAL DATUM. NA'A I98„ ria T %ON CITY OF E BENQYMARK -� t CITY OF RENTON BENCHMARK f 1852 - 3" BRASS SURFACE MONUMENT AT THE t 1 LOCATION OF EXISTING UTILITIES SHOWN IS INTERSECRON OF SE 1287H STREET AND APPROX IMATE AND MAY NOT BE ACCURATE 148TH AVtwuESE I # ELEVATION 454.77 FEET OR ALL INCLUSIVE. IT IS THE CONTRACTOR eM / 1 souTHERLY BONNET BOLT ON TOP OF FIRE HrVRANr 18' t NEST OF SW CORNER OF 577E ELEVAPON 49099' t, RESPONSIBILITY TO FIELD VERIFY LOCAT70N � ,'. r � l �O STRUC ONR10R TO PROCEEDING W1TH AS-CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) NO o MAP SCALE ROLL 173 v of A q G �vF �yaci .d ro ro h o 0 0 �O ? 8128 RGISTE G, 15 +00 16 +00 SSZONAL E� EXPIRES. 1/22/03 2128 /O/ Checked for Compliance to City Standards SfAW NOT VALID UNLESS SIGNED AND DATED JOB NmeE 95 -243 SHmr NDm1°.a.P° 4OF® 01999 TRIAD ASSOCIATES 777 3l_YZUUI e o PP-1, I - en CI -o _, o P C%' 9i l� L.' ti V ., o t— CV) I v n a n n 9 n i 0 SEE SHEET 4 x� \ 37 � SEE SHEET 7 SEE SHEET 2 BENCHMARK AND DATUM F l DATUM: NAD 6A1191' 3 (BASED ON 77ES TO CITY OF RENTON MONUMENTS NUMBERS ♦ �.� T"R „CT C a 1851 AND �.. aETENTION f / CONTOUR ' VER77CAL DATUM: NAVD 1988 CITY O 7RE BENCHMARK , CITY OF 7NO BEN BENCHMARK j 1852 - 3' BRASS SURFACE MONUMENT AT 7H[ \ �, ✓ ✓✓ F o �+ ` /NTERSECP / ON OF NE 47H STREET AND ) / 148TH AVENUE SE. ``•. ro ELEVA770N 454.77 FEET IL BM I 1 SOUTHERLY BONNET BOLT ON TOP OF F7RE HYDRANT 4 18' t HEST OF SW CORNER OF SITE. ELEVATION 490.99' SEE RIGHT CALE: 1 "= 50' HORIZ a _ 1"= 5' VERT. ° gg 2 N W 2 d F- � W s? O Ad 0 dd � W� 2 ESl Uly O b+ h 2433 ,7 r mom° ^ i ..._ _ °.... ....... ..... _. _ EXIS71NG GROUND.... i /... \ _. // ___ _. . - „ --� • 5�� Z- �°n v°r PROPOSED FINISH GRADE 114'-10' PVC S. -00040 a o 9 -6„�a6 � 0.p237 98- 10 PVC F (Q 0.443 y -5132 w C, 0,385.. '264 -B' PVC: _ .' - $�e$189- an•- ° - 0£�`°� 475 1-5 MIN, cAF END B 0 B PVC Sd � SEPARA PON SSMH 7 f0' /E 502 40 m ( 'S 0. 0099 120, pVC S S.O.0165� al'-j0' `, BETWEEN TOP S1ci9g -514D7 ..... _ PIPES 8 IE ° 4 W _VI D1 I P SSMH 5 >2 CHANNEL 10 / Z 10' IE 561-84- OU - _ _ sos:Br SSMH 4 _ 170PI3E6iii8�49L1Y(79 SSMH 6 _ _..__. SSMH 9 500.93 (N) SSMH 8 r� TOP 366:16 •� (W) 5df"8 jSSMH TOP 58537 505'41 f0 /E ey$,O1 TOP 3hF29- 510.29 507.78 (£) 4 9aYq'na9*- soa 18 1D' IE OONt)�1 ]•] �•„•, E) ra' lEIIN) ,k ' (S)8' /E 497.86 (IN ,N)49762 2S' IE 499.88 259 lE 496.51- (IN) 496.33 l �o9 T1 k C7R C�TA �e ce 10° IE 566.9E (CUTl�,s SOR92 8' lE +19%76 (CUT) 487.51 8- lE #96:51- (OUT) 496.23 24' 48598 0.795 51255 (N) 24' IE 499.02 E) 8' l£ 497.66 (lN -E) -50779 507.70 (E) X05.92 .. C7R. CHANNEL .497.76 (S) -- - -3.675 494.48....__ X504.58 (N)... 24' IE 500.58 (S) 12' IE 504.161(5) ° - 507.67 (E 0 _ - 504.25 - 497.14 �N) EXIS77NG GRADE AT C -501.25 (NE) 24' IE 497.14 (S) N (Tw) 12° I£ 569.89 ol.o5 (sw) 5oao2 W W. 16400 17400 I S COLLECTOR - DESIGN EED 30 MP _1504.57(S) L �3 _�il .® TRIAD ASSOCIATES Project Management Civil Engineering Ian, Surveying Lau, U. Planning landscape Architecture Site Owign 11814 115th A NF Kidl d, WA 98054 -6929 TW 425MIAP8 Fax 42592ISUI 9b17 F— 888.48&0758 m'.114dueoomm Z 1v, � W s 2 Q M > � 2 cc O � Z 2 � v, o V 9 s s 3 4 3 NWAM W. DUNLAP, X. P.E. DESIGNED: W. GowN, P.E. /jL FREDRICK CARD: D. AfEimmM CHECKED: W.G DATE: 1115199 SCALE: HORIZ.: 1' = 50' VET.: 1' = 5' ♦AM a Co v of A H G F A � �0 8128 W� 8g ONALRF'�G`? EXPIRES: 11221 03 2/25/0/ STAN NOT VANE UNLESS Sit'NED AND DATED � g 70H NDL'HYR 95 -243 � a SHEET NUMBER S ® I s JOl1® ai AS—CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) 01999 TRIAD ASSOCIATES /r/ ° o C .yz '6 N y � O ;J N I � � cn _ � � I � I I CL 1NT 344 B1 SE 12477i ST B I ai! u of / I if / ¢ i a L0997 w 0 50205 m 12" lE 498.53 (E) 47 (W) 497,46, 49283 (E) 492.78 f SJ 496.57 -1.79X 491.63 492.60 (SW) 0 U7 W CALE: 1"= 50' HORIZ 1"= 5' VERT. wwp- s7.2'96 s SEE LOW POINT ELE'/ = 515.22 LOW POINT STA = 9 +7757 POINT fL V PIA STA 10 +25 NIGH 515.6-1 PW EL<V .= _5;4:61 - HIGH POINT STA -- 8 +92. 11 750 00' uc - PV/ STA = 8 +92.11 f"f STA 7 +76.7' PN ELEV 515.93 Pn E = 574.17 lo0.00'vwc o KING CITY OF m o o COUNTY'! RENTON �"pi W.. -- -o _. -_ SE 12 BENCHMARK AND DATUM DATUM: NAD 1983191 (BASED ON 71ES Ta CITY OF REN70N MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' - = 170 +00 148TH AVE SE CITY OF REN70N BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE Project llanagement I �I AS—CONSTRUCTED ELEVA770N 454.77 FEET BM f 1 SOU7H£RLY BONNET BOLT ON TOP OF F7RE HYDRANT 18' f WEST OF SW CORNER OF SI7E. ELEVA77ON 490.99' 'A site reap 11614 115th Are N6 Hirkhtnd, 1fk OM -678 Tel 42LBL XU Pa 425M.9461 Thll Frft 600AMmm m.tkd°®0°'C0m PROPERTY LINE 16 +5520 s \ O + uj -B. VWC _ y1OS' O u V a O 8R 1EE519.79NE 16 SCALE: 1" = 50' 15 � a i4EET 2 z y2 ^� 30 ... w .., of / I if / ¢ i a L0997 w 0 50205 m 12" lE 498.53 (E) 47 (W) 497,46, 49283 (E) 492.78 f SJ 496.57 -1.79X 491.63 492.60 (SW) 0 U7 W CALE: 1"= 50' HORIZ 1"= 5' VERT. wwp- s7.2'96 s SEE LOW POINT ELE'/ = 515.22 LOW POINT STA = 9 +7757 POINT fL V PIA STA 10 +25 NIGH 515.6-1 PW EL<V .= _5;4:61 - HIGH POINT STA -- 8 +92. 11 750 00' uc - PV/ STA = 8 +92.11 f"f STA 7 +76.7' PN ELEV 515.93 Pn E = 574.17 lo0.00'vwc o KING CITY OF m o o COUNTY'! RENTON �"pi W.. -- -o _. -_ SE 12 BENCHMARK AND DATUM DATUM: NAD 1983191 (BASED ON 71ES Ta CITY OF REN70N MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' WE TL AN VER7ICAL DATUM.• NA W 7968 ORIG1NA77NG BENCHMARK CITY OF REN70N BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE Project llanagement AWNU OF NE 47H STREET AND 148TH WERSECRON 148TH AVENUE &E AS—CONSTRUCTED ELEVA770N 454.77 FEET BM f 1 SOU7H£RLY BONNET BOLT ON TOP OF F7RE HYDRANT 18' f WEST OF SW CORNER OF SI7E. ELEVA77ON 490.99' (SEE SHEET 1 FOR DISCLAIMER) 'l'w fOS e• Pvc CAP END Of 8° 1E 519.79 b G' h CHANNEL 8.B6 51.0 ' Z- *XU4M'W DUNLAP. At P.E N DESIGNED: W. Gomm P.E. /.t FREmm . -..... - -._ 5W CARD: D. Memm CHEC%6O: was DATE: 1115199 SCALE: MO.: 1" = 50' VERT.: 1" = 5' IST 3�v� f�CCi e a F A .p m o d'S ONALRE�G��� n N N d h m EXPIRES. 1122103 2/28/0/ >mplionce to City Standards SfAYP NOT VALID UNLESES SIGNED AND DATED 70H NOAH3BR 95-243 'I l SHEET NIDIHER g 601, ® 7C 01999 TRIAD ASSOCIATES te VPVEE) JUL 2 7 z940 C WE TL AN TRIAD ASSOV WTIM Project llanagement Civil Engineering lava Surveying Land Use Planning \\ p landscape 4xchltentnle site reap 11614 115th Are N6 Hirkhtnd, 1fk OM -678 Tel 42LBL XU Pa 425M.9461 Thll Frft 600AMmm m.tkd°®0°'C0m PROPERTY LINE 16 +5520 s \ O + uj -B. VWC _ y1OS' O a O 8R 1EE519.79NE 16 15 � a i4EET 2 z k Cu� m 1�� Cc 0 - _ry � W 2 I v! fOS e• Pvc CAP END Of 8° 1E 519.79 b G' h CHANNEL 8.B6 51.0 ' Z- *XU4M'W DUNLAP. At P.E N DESIGNED: W. Gomm P.E. /.t FREmm . -..... - -._ 5W CARD: D. Memm CHEC%6O: was DATE: 1115199 SCALE: MO.: 1" = 50' VERT.: 1" = 5' IST 3�v� f�CCi e a F A .p m o d'S ONALRE�G��� n N N d h m EXPIRES. 1122103 2/28/0/ >mplionce to City Standards SfAYP NOT VALID UNLESES SIGNED AND DATED 70H NOAH3BR 95-243 'I l SHEET NIDIHER g 601, ® 7C 01999 TRIAD ASSOCIATES te VPVEE) JUL 2 7 z940 C ~ d o cn u g o � a_ 6 R I�y $Iy 4� SEE SHEET 4 50 SEE SHEET 3 SEE SHEET 2 OR ALL INCLUSII E. IT IS THE CONTRACTORS o� B INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. H 2 I I dOB mm 95-243 62 oc o F o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a ii?1 V 2 o OSED GRADE r , 520 6' PVC SEWER � 29 ° ,- ( 2 �w 28 1 m� 2 2 e�� ci a� I a •--- 11 i, KING L- COUNTY CITY OF REN TON L N — r 1 SCALE: 1" = 50' 0 25 50 100 w H m Z O U) f y • 40 41 42 43 l T'16 +7 B4 PASCD.AVE V i" 40+ NE 5TH ST m a I I 17 30 a 'I 1 29, i �,� '•- rz �11 +19 35 L.F. SSMH 15 NE 5_Tfil. IT INi 20+11.78 °- � — *e.. � NT 16t64.79 ROSARIO r T : NE 14+ 00 NE 5TH / 2 .. _._..,.. _ . .i3. _,,,: , ... _._.14 _.,..J" •3¢• ' *v PC = 16 +9315 - Ij TNT 16 +71.82 Ou SSMH 20 = 12 +18. DB NE Sr SEE SHEET 2 �I %TRACT D I ECREA77 / TRACT E l a N 2 - SSMH 8' O SENSITII/E AREA E SEE SHEET s \ wL�tir�o it .® ®® ®® s� TRIAD ASSOCIATES Project Management Cinl Engineering Land Surveying tl I I f� Land Use Planning EX. SSMH ERI -6i laedscape Architecture I r - Site Desigu l 11914 ulftx m. NE afrrtana,1U 0034 -M Tel 426.9219!49 F. 4MA2LMI Toll Fm 999.419.0769 —clad m•^ ^^'^ 0 0,415 23 `a .9 EY SSMH ERI -60 75 vf O Z bTF+v Q R�7`�F , SEE SHEET 5 SEE SHEET 2 RE TG noN' 3 530 50 A T/ N K 2 �6� 'c Jr30 SEE S HEFT 5 ORIGINATING BENCHMARK �CHMARK1 OR ALL INCLUSII E. IT IS THE CONTRACTORS o� RESPONSIBILITY TO FIELD VERIFY LOCA 770N INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. H 2 II dOB mm 95-243 62 oc o EX /STING GROUND Q TYP) b 1 o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a V 2 o OSED GRADE b , 520 W Q ,- m� 2 2 ci v Ij i, ey 510 N n ^_ 520 I 510 - - - /,�' ^g as SSMH 20 TOP Et9.6B- 519.69 / 8 IE 3N-P9• ((lN) \\ Cm ',CHANNEL - - - -' 14 8' lE 6+48 (OUT) / = 510.58 22�B' PyC f0 SSMH 15 z -anon® rAtUAU W DUNLAP, J7. P.C. —0.90x : 2 TOP 5F9.00 51292 : DESIGNED: W. GOGG/N, P.E.lu FREDRicK M 500 1r 5QR33 CW9 ' 507.43 (W) _ CARD: D. MERRIAM /f�1 500 - 12' IE 507.43 (E) 12' lE 50 &16 (SE) &67x: wdG 8' IE 715(N} SSMH 26.21x — - DATE: 1115199 SCALE: DOEIZ.: 1• - 50' VEBT.: 1' = 5' NE 5TH STREET TOP -fdBO 51,4.01 8' fE 5B; :711" CAL CHANNEL JE�f 99 (TN) >= 501.60 — 507.67 (E) 10' /E 3Bi+Bi: (QUT) — 497.14 N) SSMH 9 5x502- (E SUBACCESS - DESIGN SPEED 25 MPH 'SBi9.'9� 2 50245 (W} EX/S7/NG -GRADE (T)P) 8 /E 4998. O 8 I£ 497.62 (lN N) CALE: 1"= 50' HORIZ 1 "= 5' VERT. 13 +00 I iiH w 50 A T/ N DATUM: MAD 1983/91 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 7851 AND 1652) LOCA nON OF EXISTING U77LI nES SHOWN IS CONTOUR INTERVAL 2' SEE S HEFT 5 ORIGINATING BENCHMARK �CHMARK1 OR ALL INCLUSII E. IT IS THE CONTRACTORS � RESPONSIBILITY TO FIELD VERIFY LOCA 770N INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. > z UNLESS MGM AND DATED � dOB mm 95-243 62 oc o SM NUMBER ® 70F ® o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a W Q Q 2 2 ci v Ij i, ey z0 N n ^_ 520 o + ^g as f0 F z -anon® rAtUAU W DUNLAP, J7. P.C. —0.90x DESIGNED: W. GOGG/N, P.E.lu FREDRicK 1r 5QR33 CW9 ' 507.43 (W) Ex 12- (N)V CARD: D. MERRIAM - 12' IE 507.43 (E) 12' lE 50 &16 (SE) &67x: wdG SSMH 26.21x — - DATE: 1115199 SCALE: DOEIZ.: 1• - 50' VEBT.: 1' = 5' TOP -fdBO 51,4.01 8' fE 5B; :711" CAL CHANNEL JE�f 99 (TN) >= 501.60 — 507.67 (E) 10' /E 3Bi+Bi: (QUT) — 497.14 N) RIN-11w LL 17 3 14 5 r r AS-CONSTRUCTED (SEE SHEET l FOR DISCLAIMER) ,,Rhl. o O N �r y 1 BENC— MARK AND DA TUM A T/ N DATUM: MAD 1983/91 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 7851 AND 1652) LOCA nON OF EXISTING U77LI nES SHOWN IS CONTOUR INTERVAL 2' APPROXIMATE AND MAY NOT BE ACCURATE ORIGINATING BENCHMARK �CHMARK1 OR ALL INCLUSII E. IT IS THE CONTRACTORS aTY OF RENTON BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE RESPONSIBILITY TO FIELD VERIFY LOCA 770N INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 18' t WEST OF SW CORNER OF SITE ELEVATION 490.99 RIN-11w LL 17 3 14 5 r r AS-CONSTRUCTED (SEE SHEET l FOR DISCLAIMER) ,,Rhl. o O N �r y 1 �I u M 23 +00 0 8S ONAL E s ) o Checked for Compliance to City Standards EXPIRES- 1/22/03 Z /28/O/ STAMP NOT VALID F m UNLESS MGM AND DATED � dOB mm 95-243 62 SM NUMBER ® 70F ® o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a �I u w 9 w E C 0 Ln LU x SECTIONS 10/11, TWP. 23 N., RGE. 5 E., W.M. v -A T-f k d 4 :IN *v* L III\ II I SCALE: 1" = 2001 0 100 200 400 Station 19+00 To Station 66+00 AS- CONSTRUCTED DOCUMENTS THIS SET OF AS- CONSTRUCTED DOCUMENTS HAS BEEN COMPILED AT 71E REQUNEWEIVT OF THE JURISDICTION IN WHICH THIS PROJECT WAS BUILT. THESE AS- CONS7Ri;CTED DOCUMENTS INCORPORATE FIELD DATA GATHERED BY TRIAD ASSOCIATES AND INFORMA77ON FROM MARKED-UP PRINT % DRAWINGS AND OTHER MATERIALS, IF ANY, F7UIMSFED BY THE CONTRACTOR. THIS SET OF AS-CONS7RUC7ED DOC.UMEN73' SHOWS THE REPORTED LOCATION OF LIMITED SEWER AND WATER U77LI77ES AND S16NIRCANT GANGES ♦�yo ° H�yc MADE DURING THE CONSTRUCTION PROCESS THE HORIZONTAL POSITIONS OF MANHOLES AND FIRE HYDRANTS WH ICH VARY MORE THAN FIVE FEET FROM DESIGN LOCA7701V BASED ON A VISUAL VEMF7CA77ON OF FEATURES OBSERVABLE FROM THE SURFACE HAVE BEEN REVISED ON THESE PLANS 77-IE EXISTING �o za za n� 77ED�INVERT O THEE PROJECT BENCH /NARK A % S SHOWN ON THE APPROVED PLAN SET �QS ONALa�G`= PIPE SLOPES ARE INTERPOLATED AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF 7HE INSTALLED PIPE BECAUSE THESE A�""alRUCTED DOCUMENTS 1 e =S. V221o1 ARE BASED ON A COMB /NA7701V OF UMI7ED SURVEY FIELD DATA AND UNVERIFIED INFORMA77ON PROVIDED BY OTHER PARTIES, TRIAD ASSOCIATES CANNOT AND DOES NOT WARRANT 7HE7R ACCURACY. VICINITY MAP NOT TO SCALE t 11 7 9 8 7 6 5 3 ¢ 2 SE 116th St° W S h � • CLEANOUT N 4th St 67 52 5J 54 [ SITE y CITY OF w� t 4 y4 t .+-�-' j, .................._.... �. t RENTON h VICINITY MAP NOT TO SCALE t 11 7 9 8 7 6 5 3 66 i�- { {I 4 104 .-.f 3 27 ( 28 • CLEANOUT 2 67 52 5J 54 [ I, ¢ 105 `,� _ t 4 y4 t .+-�-' j, .................._.... �. t 31 32 1 68 I 51 0 49� ° ��II 2 ._...- .....«,.,,...e.....6.�..,.._._. _«,,.. ._„.„ \ Z,,......�. 1 - �..,......." 10607 33 -i : ?!u:_ :'T 34 40 r — 43 ^°- BLOW OFF 108 ` q 109 110 111 M GATT VALVE — — — — — WATER MAIN 39 44 45 46 47 48 \­i BEND ---------------- ROOF & FOORNG DRAIN REDUCER -'-° — — — .-. — -° - 10' CONTOURS CONCRETE BLOCKING ---------- 2' CONTOURS EXIS77NG ASPHALT PAVEMENT p? EXIS77NG CONCRETE PAVEMENT FT — �— - -_- _ -- - - -- ___ � - -- —s_ - `�- I ___ W - -- - - - - -- - -- - - - - -- s ORIGINA77NG BENCHMAR t BM ` EL 454.77 i EL. 490.919 { 3g i 1 lit i LEGEND Site 11814 116th be, R Tel 47642 JM Tall Pine 688AILM68 _ PROPOSED SANITARY SEWER SE!!fl? MAIN SEWER MANHOLE -- - - - - -- -SEWER FORCE MAIN • CLEANOUT —SEWER SERVICE CATCH BASIN, TYPE/ -- BOUNDARY CATCH BASIN, TYPE If LOT LIN£k""°""' SINGLE WATER METER W/ 314' SERVICE RIGHT -CF -WAY ' DOUBLE WATER METER W/ I' SERVICE GUTTER, FLOW, & CURB LINE ', FIRE HYDRANT CENTER LINE AIR /VAC RELEASE VALVE - - -- EASEMENT ^°- BLOW OFF - — — — — — — — - BUILDWr SETBACK LINE (BSBL) M GATT VALVE — — — — — WATER MAIN ;rte TEE --STORM STORM DRAIN PIPE \­i BEND ---------------- ROOF & FOORNG DRAIN REDUCER -'-° — — — .-. — -° - 10' CONTOURS CONCRETE BLOCKING ---------- 2' CONTOURS EXIS77NG ASPHALT PAVEMENT EXIS77NG CONCRETE PAVEMENT z I ww00 - 2 7 —.17p0 BENCHMARK AND DATUM DATUM. MAD 1983191 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2' VER77041. DATUM. NAM 1988 ORIG/NA77NG BENCHMARK CITY OF RENTON BENCiMAw / 1852 - 3- BRASS SURFACE MONUMENT AT THE 1N7ERSEC7701V OF SE 128TH STREET AND 148TH AVENUE SE ELEVA770M 454.77 FEET BM # 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 18' t WEST OF SW CORNER OF THE PROPOSED WINDWOOD PROJECT SITE ELEVATION 490.99' BASIS OF BEARING SOUTH UNE OF SOUTHWEST QUARTER SEC77ON 11 -23 -5. NOTES FIELD TOPOGRAPHIC SURVEY BY TRIAD ASSOCIATES RIGHT-OF-WAY BASED ON KING COUNTY ASSESSORS MAPS SHEET INDEX 1 COVER SHEET 2 SEWER DETAILS AND NOTES 3 PAVEMENT RESTORATION DETAILS 4 -9 SEWER PLANS AND PROFILES A00"L L r *17 _1, ry{ OWNER / DEVELOPER CENTEX HOMES 2320 130TH AVENUE N. E., Suite #200 BELLEVUE, WA 98005 (425) 882 -3611 CIVIL ENGINEER / SURVEYOR / PLANNER ENGINEERS: TRIAD ASSOCIATES 11814 1157H AVENUE N.E. KIRKLAND, WA 98034 (425) 821 -8448 WILLIAM W. DUNLAP ✓R., P.E. UTILITY PURVEYORS SEWER: CITY OF RENTON WATER: KING COUNTY WATER DISTRICT NO. 90 POWER & GAS. • PUGET SOUND ENERGY, INC. CABLE TV- TCI CABL£VISION OF SEATTLE TELEPHONE. US WEST COMMUNICA77ONS v /L,i's Checked for om iance- t�City Standards for om iance- t�CittV Standards .® s� A�_ 1 TRIAD ASSOCIATES Project M—gemenl Civil 2ugmeen19 Lend Surveying Lend Use Planning Teudeeepe Architecture Site 11814 116th be, R Tel 47642 JM Tall Pine 688AILM68 Design HtrA" TA YA09 -m Paz 426.821.8481 �r.4Ldeeeoe cam 0 _ y 2 � 14- a Y+ K �W 2 O 04W vQ, y W � O ti V Y� N F4 z NILUAM W. DUA4AP, ,R. Ps- DESIGN: w. wow, P.E./B nusTS CARD: D. AIERRIAM/)L MARZOCF CHECIED: W. GMA, P.E. DATE: 1125199 SCALE: HOHIZ.:1' =200' VERT.: N/A M 3~yF l4,a� A W R o�sSrONAL�G~�� EXPIRES: 1/22/01 A11961" sr4p NO vALm UNLESS SIGNED APED DATED "°'m 98./ -324 SM NWR 1OF n FE 01999 TRIAD ASSOCIATES �/-901�' SCANN9D SEp 13 2002 Z O v (n Z W X W Of O h W W CJ W W Vn Z O N Z W a Of U) W E' 3 a S h4� W (SEE CASTING INLAND FORM N07F 4) L/M 175 OF PIPE ZONE NOTE&- BACKTILL N0 MATER /AL L PROVIDE UNFC34!/ SUPPORT UNDER BARREL OR EQUAL P.1.4. SEE N07E 5 �.. 2 HAND TAMP UNDER HAUNCHES �6' SEE DETAIL 51.4. I '.d CWPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. CONCRETE CLASS C HAND TAd1P ONLY. 25 - 8 C L _ ADL.US7MENT (4" MIN.) 4. SEE' EXG4VATION AND PREPARATION OF 7RENCH" IN THE SANITARY SEWERS SECTION FOUNDATION !£VII 1 CONE THE PPE ZONE WILL BE THE ACOTANULF7RENCH DIH, EXCEPT FOR CLASS AG OPTIONS c`+ I SS A DESIGN) LA 1 THE MMMUM CONCRETE ND7H SHALL BE 1 -112 J.D. + 18" 5 TRENCH 84100I.L SHALL CONFORM TO 'BACKFILLING SEWER TRENCHES" IN THE MORTAR JOINTS SAITARY SENFRS SECTION OF THE STANDARD SPECIFICA DONS, EXCEPT THAT ROCKS W (SEE NOTE 4) �� THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE ' MIN. LIMITS OF PIPE ZONE MATERIAL S7EP5 - 3 4" DEFORMED BAR 6. SEE 'BEDDING YA7E IAL FOR RIGID PIPE" 1N THE AGGREGATES SECTION OF THE STEPS SHALL BE INCLUDED BACKFILL MATER /AL I „ BFAWA��'kA7KJV✓S FOR THE MATERIAL SP£IXF1CATlL�.'NS 6- 1 /2'-I (SEE N07E 5) g 7. SEE 'S971MG MATERIAL FOR FLEA78LE PIPE" IN THE AGGREGATES SECTION OF STAM24RD SP£CNFTCATKN FOR THE - ATERIAL SPECIFICA DONS CONCRETE RISER BY PIPE INC., BEDDING MATERIAL + OR APPROVED EQUAL FOR RIpO RIPE 7 C &���� IN SUCH A MANNER AS TO ENSURE FLOW LINE 1S 60" (SE£ NOTE 6) BEDDING CLASS DESIGN FOUNDATION LfwL Q81ff/11SON CLASS A CLASS B CLASLSC CLASS D CLASS F 12-( 4" MIN. s . J_ (CLASS Q G D, DESIGN) A 1/4 /.D. ZERO MAIL PIPE SIZE - 24" /.D. BEDDING FOR RIGD PIPE 2° MAX LADDER -STD. ALUMINUM dNO7E (SEE B 1/4 OD. 1/2 OD. 1/8 O.D. ZERO O.O. OR GALVANIZED STEEL OF PIPE ZLWE C /4 OD. 1/2 O.D. 1/8 O.D. OD. CONCRETE SHED 1 - A = 4" MW. 2i /.O. AND UNDER D/ ! OVER 27" I.O. BASE SECTION FOR FLEXIBLE PIPE OR CAST /N SHELF. (� N07F 7) B PIPE BEDDING FOR SANITARY SEWERS FOUNDATION LEVII A ADOPTED � III! nF ffi'IrPN N. " MI• .•; BEDDING ) NG FOR FLEXIBLE P,'PE z-a-91 rm BL4. 5.7. k a *O• 19[ n.'E: 2/15191 NOTE SANITARY SEWED, MANHOLES SHALL OA7E pgyyON gY DWG. NAME: BW18C SP PAGE 8077 HALE ALL INTERIOR SURFACES INCLUDING CHANNEUNC COATED (SEALED) WITH A HIGH SWOS URETHANE COATING,• WASSER MC- CONSEAL OR APPROVED SHALL BE WHITE UAL; COLOR OF COATING PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE A FOR 5/8 " -11 N.C. x 1 -114" SS SOC. HD. CAP SCREW (3 REDD.) 25-1 4" 1" r6" IP. 1 2" T I TYP. NON -SKID PATTERN E- AFL g ,C A 8OE- 0 0 ® 314„ 21 4 d S a i -7 B" TIP. 3- - 33_1 4" tr 2" RAISED LETTERS AS REO D. SEE NOTE No.3 BELOW SECTION A -A a UNDERSIDE SHOWN FOR CLARITY W 3/4" CORE (7YP.) ON 23" B.C. F- GRILL AND TAP 5 B' =11 N.C. 5 B" p ON 23" B.G(TYP. 3 YL) ] -1/2" CORE( -..) (LOCKING) 3 /8•• 1 x FRAME (LOCKING) ;'OVER I L m I„ S 2" SEAT -1/2,. NOTES MANHOLE FRAME AND COVER 25" 1. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D11T OR EQUAL. SECTION 2. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN' ON COVER), ADOPTED TON B -B SANITARY (SPECIFY 'SEWER"), OR WATER (SPECIFY "WATER'). O cent w ffi 9L.na..a n1ao. i8l' D� 12/15/91 DATE REVISION 11 gY I PR DWG. NAME BR29 SP PAGE: B074 MANHOLE FRAME AND COINER OZ NOT TO SCALE U7 i of CONNECT TO DUS77NG CLEANOUT. PLUG END OF FORCE MAIN DOWNS7R£AM OF CLEANOUT. INSTALL NEW 6' PLO FORCE MAIN FROM CLEANOUT TO SSMH ERI -53A. NOTE FORCE MAIN CONNECTION TO BE MADE ONCE ERI EXTENSION UP TO SSMH ERI -53A 1S ACCEPTED BY THE CITY OF RENTON. FORCE MAIN CONNECTION NOT TO SCALE dl t 11 4F I a Aff ' _ 5 SANITARY MfER NOTES AND SPECIFICATIONS. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC/FICARONS OF THE CITY OF RENTON AND 774E LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS 2 THE HOURS OF WORK IN THE STREET RICHT- OF-WAY SHALL BE LIM17ED TO 8:30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES PARTIAL OR FULL SHALL BE APPROVED BY 7HE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD S'ECIFICARONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER OF 774E AMERICAN PUBLIC WORKS ASSOCIATION, LATEST E0177ON (APWA) AND CITY OF RENTON STANDARD SPEIXFICATIONS. 4. ALL LOCATIONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA DONS SO AS TO AVOID DAMAGE OR DISTURBANCE 70 EXISTING UNLITIES. 5. A PRECONS7RUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. INSPECTION VILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE 774E CONTRACTORS RESPONSIBILITY RT NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKF7LUNG ALL CONSTRUCTION. 6. CONTRAC7OR IS SOLELY RESPONSIBLE FOR 774E 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 S7REL7 UF- AND ANY OTHER RELA7ED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERWCES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS 10. 774E 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 B0774 SIDES OF THE PIPE IN LAYERS NTH 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 SDE OF THE PIPE OR TO THE SIDE OF THE 77ENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY 7RENCIHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS IN70 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 REN70N CURRENT STANDARDS 13. DATUM SHALL BE CITY OF RENTON, NAD 198311991 X NA VV 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF LW -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION! 15. ALL PIPE AND APPURTENANCES SHALL BE LAID DN A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF W SHINGTONN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDADON 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. 16. SANITARY SEWER PIPE SHALL BE POLYWNYL CHLORIDE (PVC) AS7M F 679 FOR THE SEWER MAIN AND AS774 D 3034 FOR STUBS TO THE MAIN. ALL CONNECTIONS TO BE GASKE7ED PER AS7M F 477. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE IN PAVED AREAS COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. CONTRACTOR SHALL SUBMIT SHORING PLANS STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING ANY WORK. i- i79o/9 RECORD DOCUMENT, SEE SHEET 1 a® r� TRIAD ASSOCIATES Project Management Civil Bngineeriag Lend Surveying Land Use Planning Landscape MchiwL- Site Resign 11814 116th Ave N6 IarM nd, WA NM4 -6YZ1 Td 426.821.8448 Fn[ 42L82IS481 Toll fix 888.4888768 mITJIIA noon 9 3 '3 i a l � 7 O a WNJlIAN W. DUNLAP, .R., P.E. MANAUM DESIGNED: W. Gown P.E./B. Pualsm CARD: R. MARZOLF CHECKED: W. GOGGA4 AE DATE: 1125199 SCALE: HOPM N/A VERT.: N/A M F� OF 4,aC �O�SSIO[STY, G\ =� EXPIRES; 1/22/01 Checked for Compliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED 98 -324 SHEET NUMBER 2DF 9 01999 TRIAD ASSOCIATES SCANNED SEp 132002 Q 2 2 yy r�ww W Q le co ® o ZO c W 1-ft 0 W by y� W W LL 2 9 3 '3 i a l � 7 O a WNJlIAN W. DUNLAP, .R., P.E. MANAUM DESIGNED: W. Gown P.E./B. Pualsm CARD: R. MARZOLF CHECKED: W. GOGGA4 AE DATE: 1125199 SCALE: HOPM N/A VERT.: N/A M F� OF 4,aC �O�SSIO[STY, G\ =� EXPIRES; 1/22/01 Checked for Compliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED 98 -324 SHEET NUMBER 2DF 9 01999 TRIAD ASSOCIATES SCANNED SEp 132002 z 0 z W x W O U c IA z W w (n z O W I— u z W a Of W a 5 S O o_ Q H z 0 N_ 21 tr R/W 1� Rf* 42' 1 42' 8' ASPHALT 6' CONC.. 11' CONE 11' CONC. 1 11' CONC 11' CONC. CONC— 8' ASPHALT ' SHOULDER PANEL PANEL PANEL PANEL PANEL (✓ARIES��� I I CONSTRUCTION ' II JOINT TYP. 6' TO O) I VARIES f6' O SPNG DRAINAGE DITCH NOTES 1. 7kENCH !MOTH, BASE COURSE UNDER PCC SLABS PROPOSED SEWER 0 AND ASPHALT CONCRETE TYPE AND THICKNESS EXTENSION TO BE DETERMINED BY A GROTECHN /CAL ENGINEER (APPROX. 15' DOFF) LICENSED IN THE STATE OF WASHINGTON. PCC SLAB 2 CONCRETE SLAB(S) AND JOINTS TO BE CONSTRUCTED 7-114- DEPTH POR7LAND CEMENT CONCRETE PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING 70P COURSE £JUST. 12' WATER A C SHOULDER APPROX. 4 DEEP 2 MIN. COMP. DEPTH CLASS B ASPHALT CONC 1 -7/8' MIN COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4 -1/4' MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION (STA. 52 +00 TO STA. 56 +50) NOT TO SCALE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECT /ON (STA. 56+50 TO STA. 65 +46) NOT TO SCALE R/W R/W I- I42' I 42' ' 8' ASPHALT 6' CONG 11' CONG 11' CONG 11' CONE 11' CONG 6' CONE 8' ASPHALT SHOEF -DE7R PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I ' CONSTRUCTON JOINT NO76= 7. TRENCH WIDDL BASE COLWSE UNDER PCC 57ABS AND ASPHALT COIGNE 711W AND THICKNESS TO DDE7FJ7kWAD BY A GEOOTEClNICAL ENGINEER L..,._..._.. _. ME STATE OF WAS'W070N. 2 CONCRETE S7AB(S) AND JO6VTS TO BE CONSTRUCTED PER WSDOT STANDARD PLAN A -1. 6' PROPOSED SEWER 0 EXTENSION (APPROX. 15" DEEP) PCC SLAB 7 -114" DEPTH PORRAND CEMENT CONCRETE 3' DEPTH CRUSHED SURFACING TOP COURSE MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION (STA. 21 +15 TO STA. 25 +84.34) NOT TO SCALE R/W R/W ' 4-e I 42' I 8' ASPHALT 6' CONG 11' CONG 71' CONE 1 11' CONC. 11' CONG B' CONC. 8' ASPHALT .SHOULDER PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I CONSTRUCTION 2.� • I VARIES 29' Ml 1s' 0 EMSTNG DRAINAGE DITCH NOTES 7. 1P.ENCH WIDTH, BASE COLIRSE UNDER PCC SLABS PROPOSED SEWER O AND ASPHALT CONCRETE TYPE ARID THICKNESS EXTENSION 70 BE DE7ERMWEV BY A GEOTECHNICAL ENGINEER (APPROX. 15' DEEP) LICENSED PI THE STATE OF WASHING700K PCC SLAB 2 CONCRETE .9"S) AND .KIN75 70 BE CONSTRUCTED 7--1 4 DEPTH PORTLAND CEMENT CONCRETE PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING TOP COURSE 1 -7/8' MIN COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4-7/4' MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION (STA. 25 +84.34 TO STA, 52 +00) NOT 70 SCALE r Checked for Compliance to City Standards RECORD DOCUMENT, SEE SHEET 01999 TRIAD ASSOCIATES & TRUW ASSOCIATES NOTE.• SEE POAD & STORM PLANS FOR WNOW170D 1- decape Site 11514115th be NE (TRIAD ASSOCIATES JOB ND. 95-2-) FOR Tel 4268218444 To➢ Lm SNA44.4T64 IMPROVEMENTS LOCATED NORTH OF CONCRETE EDGE. R� R� I 42' � 42' 8' ASPHALT 6' GONG 11' CONE 11' cwt- 11' CONG 11' CONC. SHOULDER PANEL PANEL PANEL PANEL PANEL I CONSTRUCnON 1 � �/ asp \ VARIES 29' MlN 16' 0 L7llSTIN DRAINAGE NOTES• 1. TRENCH RIOT/, BASE COURSE UNDER PCC STABS DITCH EJU57. 12" WATER AND ASPHALT CONCRETE TYPE AND THICKNESS PROPOSED SEWER O APPROX. 4 DEEP TO BE DETERMINED BY A GEOTECHNICAL ENGINEER EXTNSIED D(I EN O 15' DEEP) LICENSED IN THE STATE OF WASHINGTON. PCC SLAB 2. CONCRETE SLAB(S) AND JOINTS TO BE CONSTRUCTED 7-114- DEPTH PORTLAND CEMENT CONCRETE PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING TOP COURSE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECT /ON (STA. 56+50 TO STA. 65 +46) NOT TO SCALE R/W R/W I- I42' I 42' ' 8' ASPHALT 6' CONG 11' CONG 11' CONG 11' CONE 11' CONG 6' CONE 8' ASPHALT SHOEF -DE7R PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I ' CONSTRUCTON JOINT NO76= 7. TRENCH WIDDL BASE COLWSE UNDER PCC 57ABS AND ASPHALT COIGNE 711W AND THICKNESS TO DDE7FJ7kWAD BY A GEOOTEClNICAL ENGINEER L..,._..._.. _. ME STATE OF WAS'W070N. 2 CONCRETE S7AB(S) AND JO6VTS TO BE CONSTRUCTED PER WSDOT STANDARD PLAN A -1. 6' PROPOSED SEWER 0 EXTENSION (APPROX. 15" DEEP) PCC SLAB 7 -114" DEPTH PORRAND CEMENT CONCRETE 3' DEPTH CRUSHED SURFACING TOP COURSE MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION (STA. 21 +15 TO STA. 25 +84.34) NOT TO SCALE R/W R/W ' 4-e I 42' I 8' ASPHALT 6' CONG 11' CONG 71' CONE 1 11' CONC. 11' CONG B' CONC. 8' ASPHALT .SHOULDER PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I CONSTRUCTION 2.� • I VARIES 29' Ml 1s' 0 EMSTNG DRAINAGE DITCH NOTES 7. 1P.ENCH WIDTH, BASE COLIRSE UNDER PCC SLABS PROPOSED SEWER O AND ASPHALT CONCRETE TYPE ARID THICKNESS EXTENSION 70 BE DE7ERMWEV BY A GEOTECHNICAL ENGINEER (APPROX. 15' DEEP) LICENSED PI THE STATE OF WASHING700K PCC SLAB 2 CONCRETE .9"S) AND .KIN75 70 BE CONSTRUCTED 7--1 4 DEPTH PORTLAND CEMENT CONCRETE PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING TOP COURSE 1 -7/8' MIN COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4-7/4' MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION (STA. 25 +84.34 TO STA, 52 +00) NOT 70 SCALE r Checked for Compliance to City Standards RECORD DOCUMENT, SEE SHEET 01999 TRIAD ASSOCIATES & TRUW ASSOCIATES Project Mauagement Civa Engineering Land Surveying Land Use PI--9 1- decape Site 11514115th be NE Architecture Dee: Errand, TA WN4-= Tel 4268218444 To➢ Lm SNA44.4T64 Fax 425821881 s trtadomewm Q 2 2~ W 6- O Co WV 1„ Z2 E !44 Y+ _ 2W O `W tW` V W y f a 2 O V 1 °z WLLUAM W. DUNLAP, JL, P.E DESIGNED: w. GoGON, P.E./B. PUD1S78 CARD: R. MARz F CHECKED: W. WEN PE. DATE: 1125199 SCALE: HORIZ.: N/A VERT.: N/A M Fe 28 ISTE4g G SSH ONAI- Ig E� EXPIRyES: 1 /22/01 Al" STAMP NOT VALID UNLESS SIGNED AND DATED 'DB `MR 98 -324 SHEET NUMBER 3or 9 Ara) s_ Z,YiY6 //I SCANNED SEP 13 2002 J 4 ® � \ 7 e PR 4 3 5-012 u a 5 s 0 0 O U) e d� vi mr. 4: NOTES: CAUTION 1. PAVEMENT TO BE RESTORED PER DETAILS ON 7 A77ON OF EXIS77NG UTILITIES SHOWN IS A� SHEET J. APPROXIMATE AND MAY NOT BE ACCURATE �® Z Pf7UP05ED SS MANHOLES TO BE 60" DIAMETER OR ALL iiVCLiisiVE. iT /S 1HE CONIMACef UNLESS N07ED 077-IERMSE. I RESPONSIBILITY TO FIELD VERIFY LOCATION TRUW ASSOCIATES 3. PROPOSED SANITARY SEWER MAIN AND STUBS OF UTILITIES PRIOR TO PROCEEDING Wl7H TO BE PVC AS7M F 679. - - CONSTRUCTION. Project Management Civil Engineering Land Surveying Lend Use Planning Landscape lehiteeture 3ile Design REFER TO MEET 3 f 11814 115& NZ elrklmd xi 9803t -M P/OpE EW fiESTCMTM SCALE: 1" = 30 Td 4268¢1911E N.425 21.Ml Toll Flee 900.1 9MM mtrlads®oc.am 0 15 30 60 On L;;;j� EX SOhiH ' Z 410 400 390 380 3:0 7&*vU wwp -s) • x,90 ZU*& ! LI +U(J 11 +UU 2.3+ U Y " � t V, .I 77 LL t 45 WZ gg 4 O V € 410 g33; � spa j i s O n 390 EXISTING GROUND A C i W. GOGaN, P.E. DATE: 1125199 SCALE: SUB.: i' = 30' VERT.: 1' = 5' V 380 M b�pF sy0 F � _ �0 X 28 ._..-------- ---- .._._.._.. ---..W_, .......... _......._._.. 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DATE: 1125199 SCAM: Hun: 1: 30, VERT.: 1 5- 1>1 p4 Sy OC 0 2d ISTS IONAL EXPIRES: 1/22/01= 91141" ffW NOT VAM UNLESS SIGNED AND UM NmK' 98-324 9 57+00 W Sir NWER +00 00F9 9 RECORD DOCUMENT, SEE SHEET 1 01999 TRIAD _ ASSOCIATES 27g //c SCANNED SEP 13 2002 I cf) I n n n a 9 s `s o 4 49 d a w Y m _° 47 21 � Z H,w •,'. t�90 E I SCALE: 1" = 30 0 15 30 60 CAUi /ON LOCATION OF EXISTING UTIL177ES SHOWN 1S APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT 1S THE CONTRACTOR RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING WITH CONS7RUC770N. NOTES.• 1. PAVEMENT TO BE RESTORED PER DETAILS ON SHEET J. 2. PROPOSED SS MANHOLES TO BE 60" DIAMETER UNLESS NOTED OTHERWISE. J. PROPOSED SANITARY SEWER MAIN AND 5TUBS TO BE PVC ASTM F 679. a f a II ' 017 �r ._FL _ s® s® I TH AD M80CIATE;S Project Management Civil Engineering Land Surveying Lend Use Planning Landscape Architecture Site 11814 115th Aye. 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