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HomeMy WebLinkAboutzS-3373SetM M 'r a w a N x �o 3 i 4.� o W M N 0 0 O 3 �z D U W m a TL #9116 a io i A POR ION of the S.E. 1 4, SECTION 4 TOW SHIP 23 N.,- RANGE 5 E., W.M. STEPS - 3/4" DEFORMED BAR 30 A.tB I k A26 LOT 22 I J I LOT 23 /STA 3 +50, 5' L REDMOND VE) LOT 24 LOT 25 I I r N N OT 26 u2p I LOT 27.1y k d� h I LOT 28 > I / STA 6 +38 5 LT EDM, STA 5 +31 (SEW�RA MAIN) SAN SEWER MH (TYP A, 48 ") � g P SNS•/ // LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; EXISTING 15' SAN SEWER I STA 2 +43 (SEWER M RIM: 426.45 IE: 41 a.o (s "Pc,, WCUT & REPAIR DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 1a / / SAN SEWER MH #3 (TY RIM: 412.1 - - - 4.5' LANDSC.� - - - PP 5;' I '03'12'W 640.35' _ - - - - -I- - - - - IE: 404.0 8 PVC, N & N / m 288' - 8' PVC SEWER MAIN -® 4.86 %'. SHED _4 73 IE: 393.39 (OUT) _ o -' - FH � Q 6+14 3 +00 d 4 +00 NEW 8" WATER MAIN A22 5 +00 ; I- 6 +00 5' EWAtt�- -- -- _ - ----- AZA 50' 55' \ 50' N q8 R ]15 STA 5 +25 STA 5 1� PVC SDR 6" SEWER STUB I SIDE SEWER D TRACT B 6" SEWER STUB L MIN 2i I STA 4 +03 STA 3+ ' ® MIN. 2% I ®b11fJ. 2 %p STA 4 +26 6" SEWER STUB 1 6' SEWER STUB IE: 419.7 li S PE (TYP) ,-!E: 419.0 ii , 6'. SEWER STUBI IE MIN. 2 @ MIN. 2 %\ �. S I �J ®• 414 6% E: 41,' IE: 409.5 \ \\ I I iCONC. N01 *03'12'E 213.02' W I ; X22 o I 2 R__ �MIN_FFE: 1 MIN FF M1 cll - - - 422.5 I i 418.5 -` -/ h _ 34.00' ans - - - - - -- I ; I MIN FFE: 1 SHED T i, 1 N01 *03'12'E 3 - - - -- -- _r- _ , COVERED I , 418.0 I ; MIN FFEt \ 1 i AREA i 414.0 T� C T I i L J.. co r ( �. 4 Q A 20' PUBLIC UTILITY & I �� I ACCESS SHED ESMT. co -� - I \ 50' �- 55' - L - - 50' - 1� - - 65_ - _ 73.1' -7 �\- L 20 \ N01.03'12'E 393.11' I x, NEW PROFILE ® C.L. OF PAVEMENT "� u / E ^��lOF�IL EAST ' 430 430 0 as 420 ST 415 RB IE: p 410 405 N 400 3 +00 J-1-JU 4 +UU r-rav S+UU - ' -- PROFILE - REDMOND AVE. NE SCALE: HORIZ: 1" = 20' VERT.• 1" = 5' RECOMMENDED FOR APPROVAL 5 A ALL TRENCH RESTORATION SHALL BE PER �`�`��. °F WAS HcoF� eY. / DATE CURRENT CITY OF RENTON TRENCH eY���a5 DATE.• RESTORATION AND STREET OVERLAY ��F 2°s� REQUIREMENTS. /OyIsL G �yv� BY: DATE: EXPIRES: 3/l/ 200x$ BY: DATE.• LOT 29 D) I A, 48 ") 141.4' M FFE: 8.0 15' PUBLIC SEWER & i DRAINAGE EASEMENT 40' - 8' VC SEWER MA STA 0+98 I 9 1.25% 6" SEWER STUB ® MIN. 2% - -- - �- -- __ - -_IE: 398_2_- - " 1 } 117.5' - 8' PVC SEWER MAIN ® 5.96% STA 1 +97.5 SEWER MAIN) REMOVE & SAN SEWER M #2 (TYPE A, 48 ") REBUILD EXIST. RIM: 411.4 ROCKERY IE: 403.5 (8" PVC, E,W & S) I 6 STA 1 +04 MIN FFE: 6" SEWER STUB 0 408.0 ®MIN. 2% IE: 398.9 -- -- _ 100' - -- Z STA 0 62 6" SE R STUB w @ MIN. 2% IE: 404 5 a ' 5 'o N I MIN FFE: I. w I 408.0 �- - -- -- aT 100' STA-0 98 SE R MAIN) CLEAN OUT 0 PROP- LINE TOP: 410.5 (MATCH GRADE) IE: 404.5 (8" PVC, E) 420 to i ;W 415 N 410 MORTA FILLET 40'- "' PVC SEWER MAIN ® 1.25% 405 117.5' -8'PVC SEWER MAIN ® 5.95% FORESTBROOK TOWNHOMES STA 0 +OON (SEWER MAIN) EXIST. SAN SEWER MAN HOLE STD. MH, 48" DIA RIM: 394.6 IE; 389.9. (EXIST. 8 ", SE) IE: 390.1 (NEW 8 ", N) CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RE- CHANNEL BOTTOM AS NECESSARY \ EXISTING CB TYPE 1) RIM: 398.41 IE: 395.04 CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: l 8• CONCRETE RISER BY PIPE INC., STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. / / � g P SNS•/ // LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; EXISTING 15' SAN SEWER e EASEMENT PRECAST BASE SECTION WITH ASTM C -441 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE WCUT & REPAIR DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 EXIST. ASPHALT PER SANITARY MANHOLE TYPICAL DETAII. CITY OF RENTON STDS. COORDINATE T O � I W/ CONDO H.O.A. Z77 RIM: 399.81 m 3 IE: 393.55 (IN) _4 73 IE: 393.39 (OUT) r O o � Q 2 STA 0 +80 SEWER MAIN SAN SEWER MH #1 (TYPE A, 48 ") 3 RIM: 402.2 (MATCH EX. GRADE) �p I IE: 396.5 (8" PVC, N & SE) z O C II N I iI � ��fiTl�l 1 ■ ®�"�i'i�.��® ®iii ®� ®faL"1•��� -� lMl �F>I -�� ® ®� FRq In III, . , MMIIM - -- .. ®® ®tea ®_ 111M® ®- .-11-1, ®�-1 ®� f►^_:�l1Ir111 fox WI Nrr����1�_III�GI •��- - -_ -- __S- _ • t ��i�lll��l _'�li Ell LIM! 0 as 420 ST 415 RB IE: p 410 405 N 400 3 +00 J-1-JU 4 +UU r-rav S+UU - ' -- PROFILE - REDMOND AVE. NE SCALE: HORIZ: 1" = 20' VERT.• 1" = 5' RECOMMENDED FOR APPROVAL 5 A ALL TRENCH RESTORATION SHALL BE PER �`�`��. °F WAS HcoF� eY. / DATE CURRENT CITY OF RENTON TRENCH eY���a5 DATE.• RESTORATION AND STREET OVERLAY ��F 2°s� REQUIREMENTS. /OyIsL G �yv� BY: DATE: EXPIRES: 3/l/ 200x$ BY: DATE.• LOT 29 D) I A, 48 ") 141.4' M FFE: 8.0 15' PUBLIC SEWER & i DRAINAGE EASEMENT 40' - 8' VC SEWER MA STA 0+98 I 9 1.25% 6" SEWER STUB ® MIN. 2% - -- - �- -- __ - -_IE: 398_2_- - " 1 } 117.5' - 8' PVC SEWER MAIN ® 5.96% STA 1 +97.5 SEWER MAIN) REMOVE & SAN SEWER M #2 (TYPE A, 48 ") REBUILD EXIST. RIM: 411.4 ROCKERY IE: 403.5 (8" PVC, E,W & S) I 6 STA 1 +04 MIN FFE: 6" SEWER STUB 0 408.0 ®MIN. 2% IE: 398.9 -- -- _ 100' - -- Z STA 0 62 6" SE R STUB w @ MIN. 2% IE: 404 5 a ' 5 'o N I MIN FFE: I. w I 408.0 �- - -- -- aT 100' STA-0 98 SE R MAIN) CLEAN OUT 0 PROP- LINE TOP: 410.5 (MATCH GRADE) IE: 404.5 (8" PVC, E) 420 to i ;W 415 N 410 MORTA FILLET 40'- "' PVC SEWER MAIN ® 1.25% 405 117.5' -8'PVC SEWER MAIN ® 5.95% FORESTBROOK TOWNHOMES STA 0 +OON (SEWER MAIN) EXIST. SAN SEWER MAN HOLE STD. MH, 48" DIA RIM: 394.6 IE; 389.9. (EXIST. 8 ", SE) IE: 390.1 (NEW 8 ", N) CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RE- CHANNEL BOTTOM AS NECESSARY \ EXISTING CB TYPE 1) RIM: 398.41 MANHOLE FRAME AND COVER SEE DRAWING BR29 IE: 395.04 CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: l 8• CONCRETE RISER BY PIPE INC., STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. / / � g P SNS•/ // LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; EXISTING 15' SAN SEWER e EASEMENT PRECAST BASE SECTION WITH ASTM C -441 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE WCUT & REPAIR DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 EXIST. ASPHALT PER SANITARY MANHOLE TYPICAL DETAII. CITY OF RENTON STDS. COORDINATE T O � I W/ CONDO H.O.A. Z77 RIM: 399.81 m 3 IE: 393.55 (IN) _4 73 IE: 393.39 (OUT) r O o � Q 2 STA 0 +80 SEWER MAIN SAN SEWER MH #1 (TYPE A, 48 ") 3 RIM: 402.2 (MATCH EX. GRADE) �p I IE: 396.5 (8" PVC, N & SE) z O C II N I iI � MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: STEPS SHALL BE INCLUDED 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY CONCRETE RISER BY PIPE INC., STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. ( IN FEEL' ) 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. MAX. PIPE SIZE - 21" I.D. 5, ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; CONCRETE SHELF COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PRECAST BASE SECTION WITH ASTM C -441 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE OR CAST IN SHELF, DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY MANHOLE TYPICAL DETAII. DETAII. NO Bit 400 SANITARY MANHOLE TYPICAL DETAIL _ NOT TO SCALE SaM47501 LUA 05 -065 CITY OF RENT'ON DEPARTMENT OF PUBLIC WORKS SEWER PLAN WEBBER SHORT PLAT DESIGNED: .I.TJ DATE: 12/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1 " =20' "E'D WOK- PAGE: APPROVED: SHEET: 7 OF: 11 STA 6 +38, 5' LT (REDMOND AVE) +50 RIM: 412.1 IE: 404.0 (8" PVC, N &W) STA 6 +48.5, 35.2' RT (REDMOND) STA 1 +97.5 SEWER MAIN GRAPHIC SCALE SAN SEWER MH #2 (TYPE A, 48 ") 20 D 10 20 4D BD RIM: 411.4 IE: 403.5 (8" PVC, E,W & S) ( IN FEEL' ) 1 inch = 20' ft. ENGINEER: JAEGER ENGINEERING 9419 South 204th Place 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 Kent, WA. 98031 2. REVISED PER CITY REVIEW JJJ 2 -22 -07 Phone No. (253) 850 -0934 N0. REVISION BY APPR. DATE FOX No. (253) 850 -0155 SaM47501 LUA 05 -065 CITY OF RENT'ON DEPARTMENT OF PUBLIC WORKS SEWER PLAN WEBBER SHORT PLAT DESIGNED: .I.TJ DATE: 12/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1 " =20' "E'D WOK- PAGE: APPROVED: SHEET: 7 OF: 11 0I 6, �J v1 Z v1 l F4 z 0 s 3 7_z a � � �a c 4 Ili o a S a g � � � e 0 ss N II 5 � e8 ti IE WATER UTILITY- GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS. 1800- 424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. 5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C710/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA G110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG' ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. WATER UTILITY- GENERAL NOTES CONTD. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR. TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 21. FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS SAND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.. 2, THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES; PARTIAL OR FULL, SHALL. BE APPROVED BY THE 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 "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TOT AVOID DAMAGE OR DISTURBANCE. 5. A PREPCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY REPRESENTATIVE OF THE CITY OF RENTON.) IT .SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION, 8.. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH 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 TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON CURRENT STANDARDS. 13, DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND IffiL6hL9* OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ROLL 2,0_6 FUTURE r6"D NG SEWER PIPE BUILDING SEWER - w 2 "x 4" STUD SERVICE MARKER PAINT UPPER SIDE OUTLET oo' PORTION"WHITE ANS STENCIL ON SIDE 21 WORDING'SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND TOP OF THE STUD. E APPROVED BY THE CITY, MAKE TAP THROUGH CAST URED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D7 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX n° ��•(NO 0 N CONCRETE } GK BLOCKING 29 MIN SLOPE 6" SIDE OUTLET TEE / HORIZONTAL 6" MIN. SEWER MAIN LSEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEIVER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. LEVEL ALL GROUND MIN 3' RADIUS ; LEVEL ALL GROUND,' MIN 3' RADIU 1 5° STORTZ �6 1 ONE MAN ROCK e e 1 6� 7. CUT FILL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT 5 -1/4" MAIN VALVE OPENING. TWO 2 -i/2" HOSE CONNECTIONS NATTfIONAL STANDARD THREADS. 4° PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5' STORK, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2 -2" CLOSE NIPPLE AND 2 -2" 90' BEND, SCREWED 2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE - CONCRETE METER BOX 2" CLOSE NIPPLE 2' 90' ELBOW 2" 90' ELBOW 2" GALVANIZED AS REQUIRED CONCRETE BLOCKING PLAN PLAN VALVE NUT EXTENSION AS REQUIRED CONCRETE SIDEWALK TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. (SEE DWG BR46 / PAGE B090) GROUND UN STANDARD 8" TOP SECTION, WITH 6" MAX. REGULAR BASE SECTION LENGTH TO FIT. 2" GATE VALVE, SCREWED 2 -1/2" NST (HOSE) 2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO PIPE 12" LONG N78 KUPFERLE FOUNDRY CO. 2" CLOSE NIPPLE 2 "x2 "x2" TEE BETWEEN CAP OR PLUG AND 2" 90' ELBOW 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PIPE 18" c° LONG 0 o eu P. 0 18" MAX. z" cAP WITH 1/8" TAP FOR DRAIN 10 CU. FT. WASHED GRAVEL PASSING 1 -1/2' AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION g9g9k gggL mwa n..a , ca. . r NOTE: A -A „ °a" a M. 4 T _1 I NOTEN,w � /�- k �' Tfl}eq EEflncE ,n om dr» I-- 18" TO 20" ►�Ldt� BEHIND BACK OF CURB 3Ar HAIL CE \ I OR 12" BEHIND BACK OF SIDEWALK DETATF. NO MIA THAT IS ADJACENT TO CURB MAX MIN 1 CONCRETE BLOCKING i 12F1 16" x 8" x 4" MININUM --7 CONCRETE UNDER HYDRANTK 1/3 CU. YD. WASHED DRAIN'ROCK (3" TO 3/ FM =R!"1L\ 1 L'lL LY DETAIL.''ENGINEER: WrAIII, NO BM4 ' N-iJ- la H TWO-PIECE OFOUNDRYE CO.XSTA STANDARD 8" "TOP SECTION WITH RECOMMENDED FOR APPROVAL REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). RAISED PAVEMENT MARKER TYPE 88 AS Q� ®� STIMSONITE TWO -WAY BLUE. BY.' � ^�"�"� DATE.' '/�A? 42" MIN CONCRETE BLOCKING BURY 5a �� A 0 wl, 3" - CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 'TILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO .3/4° 71E RODS. SEE STD DETAIL FOR TIE RODS. 20734 �4,j �rsrsaE° G \� NAL EN `I Ib1� 3: 3 1/2000 NO. REVISION > LUA 05 -065 JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 BY.' DATE: BY.' DATE: BY: DATE: CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WATER & SEWER DETAILS WEBBER SHORT PLAT DESIGNED: JJJ DATE: 2/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: NONE FE 800Y.; PAGE; APPROVED: SHEET: 9 CF: 11 Co U) •337307_ 5- 3i73D2Cs�+N) SCAM Aggs7w i 'A 9 z LOW PT. 1+24.50 120' VERT. CURVE HIGH PT. 2 +44.39 ELEV = 424.39 4.39 PVI STA = 2+16 FI FV = 428 -83 NEW PROFILE T® C.L. 430 CQ � 425 A 420 C RI IE 415 M W 410 g 405 400 z � ©�� - �z!lilliri�i �= • ��■.�M�I� " � ° _ ° - - III�I�iii�Ir��ea�� —� ., - �1���1���■I����■11.�. E'.,�nlfli�l�ir■���F11-� ���■�����- �w��.�__ • .. �s =�r��� • �■ �� �� ■I I����Fa�l��lll��� IE_ ■I1� EIMNI■� ce I�� II_'�!■ 4�_ mm —i mm IN ° °ui:��■ 'Fd��A�� �� ■�I�� �����e� �.�iifiiliY�lilii��� ��1 �!�_�' �� �� ■�I� ■�I� I�Iliii�lilli'����� 1.11�11���� ®® ��■L�'7■1�������Q� ��i�) iFdIL��e���iti \T� - ■�■'r:��rz����1�_III� .��ilt)�.�71� �.��:�III� _ ■ ii 1 430 425 420 47, 7' RT . CAP (MJ) 115 410 x-05 400 50 e o 1 +00 1+50 2 +00 UU SAN SEWER MH #3R (REDMOND E, 48) g ® s (� PROFILE — REDMOND AVE. NE U RIM: 4.0 a SCALE: HORIZ: 1 " - 20' ° IE: 404.0 (8" PVC, N &W) z W a V/ERT.• 1 = 5' 415 415 5 XPANSION JOINT N .. c_ 5 DJ LLU Of O J o w O CB# - - -- - a.o2 Fr. /Fr. I z a Ui ZF * M N. D. C. B. U. z z 0 STA. 6 +29, 30' RT 0 RIM: 412.5 - 41 O DO o ° m v IE: 399.42 - -` - - - _ - - _ _ - - N o 05 F /FF. 2 \ : A ORBEDUALODEL a +� a z ± ~ 430 �— _– y 430 ma � ez ~ 425 420 ° ss N u e � 415 - C 9 TYPE 2`-48• ....« CEMENT CONCRETE SID WALK -- 405 I CB #8 -TYPE 2- 8" _5 RIM: 40B.0 425 4 NOTE: TOP OF LIP AT DRIVEWAYS. I \ \ 4OO CONCRETE VERTICAL CURB AND GUTTER 121' -12" CPI P ® CURB DETAIL 420 _ I \ \� NOT TO SCALE FRONT VIEW 395 _ _ , 395 FORESTBROOK TOWNHOMES 18" 2'-7" 5' -0" ST 6t4 35.2' RT EDMOND x• STA 0 +00 (SEWER MAIN) 415 ST 2+0 SEWER MAN ST 0 +80 S WER MAI I EXIST. SAN SEWER MAN HOLE _ SA SEW R MH #2 THE A. 46 SAN SEWE MH #1 (T E A, 8" STD. MH, 48" DIA - 0 +50 1 +00 1 +50 9+00 � RIM: 402. MATCH EX. GRAD 390 RIM: 394.6 F-- --4 390 N IE: 389.9 (EXIST. 8 ", SE) - ANCHOR BOLT PATTERN B_p- nn�n. rr z+ *rL+ i n,1, Sr 2r SS IE: 390.1 NEW 8 ", N rlLVrl..E 1a[z[ 17i. 6 +50 7 +00 7 +50 8 .8 +00 +50 CONTRACTOR TO VERIFY ELEVATIONS PER NDCBU PEDESTAL DEPR ESSED CARIES wBB k DDrroR ` TEMPLATE (SEE NOTE ]) SCALE: HORIZ: 1 " = 20' PROFILE —LOT 617 ESMT & OFFSITE E —c ANNEL BOTTOM AS NECESSA PRIOR TO CONSTRUCTION VERT..• 1 " = 5' SCALE.' HOR/Z.' 1 " = 20' R H TO R 318" x FULL DEPTH ] /B• ExPANSDN .Ia'Nr ) I/ERT.' 1" - — -- - EXPANSION JOINT (lw J (SEE Sro. P ]) 5 P � � DR WIIAY PLAN P O _ 1/2-X5- - f n•owES u",o z- .- N, cro Non - ..w N, c c rxn v,ua 6 le- A DG` SIGN RE r ,• (BY OTHERS) MATERIAL LvRB RETURN /� Enottu Y TEN. Tx[ wTTEA.L. , 1 .. .. -. 1 /4•/FT. SLOPE ONLY MW R 91ALL BE MCOt Ai ALL C0.n .EPTIS AT DBECIED ex FNOMEt AIE A.L. IXTFNO T' o' (B oOITHERS) I /2•R 1/4•/FT. SLOPE Au s m aE Pu® Acuxsr THE BLAB AAm rxE T SLAT. eE A can fEn n (SEE cOxmx[I) vv t c r CEMENT CONCRE , /2'R 4 1 /2•R /Yx S AN4. AZ:. SZ X IU- TRaI P.cS ro P.T.'S Ai ALL O.rtD RETINmi I CURB k GUTTER /-PAVEMENT AS PER PLANS. / X EID aI MA AL WALL ra PIACm AT [vEar rauIN mCA•AVt PANEL L 1 qq ZZVE MIN'. mLrrAlxs s,AU <arau m TIC raa- _Erls a aws a 0/1•) wm An � CEMENT caNC (SEE NOTE 3) Ery,I�ar• d PmESTRIAx CURB (Tm.) CEMENT CONCRETE 1 PAVEMENT AS PER PLANS M[ eulaeEre EHALL HAVE A eROCN D "s, rmH vu [Ixa xAWVe A 2 1/2" TOOLED FlNSH.x EL J /e' E%PANSICN ]DINT ( ) .. a (1EEx E. LAO ix CONmACT) PEDESTRIAN CURB TYP. RAMP WTH 12H:IV 4 (m.) (SEE U. Tux f -]) ° (SEE sro. LAN f ,) SLOPE (TW.) u PARKWAY CONCD CURB AND �� cOUVACnav sxuA az vox (um,Mn vROCrw} ' STANDARD OEM. CONC. CEMENT CONCRETE sO 1 CEMENT CURB AND GUTTER wT�R CONCRETE DEPRESSED CURB k CUTTER SLOPE ROUNDING VARIES K M CONTRACT) _ SIDE VIEW ° SIDEWALK (SEE NOTE 3) IN CONTRACT TO AV WALL (SEE DETAIL) j) a SECTION A -A T /z- %a- EXPANSION MATERIAL SECTION B -B 1 /4'11 AT JOINTS SOEWAIJ( L e TYPE , ISOMETRIC VIEW VARIES - - D MIN, NEIGHBORHOOD DELIVERY & 02 SEE SHEET 3 CEM. CONC., CURB.AND CUTTER I/2•X4' EXPANSION MATERIAL {- (SEE CONTRACT) -,. 1/4•R AT MINTS 1/2• R. (TYP) INCLUDED NOT i ,. wnen m< drw <.oy wmh <.« <dS Js r«l. <onstrP<e D full - A emu- IN BID IEM COLLECTION BOX UNIT dep"' expansion pint (see Slandc,d Fl- F-3) with 3 /B" joint 7� RA SEE xore I CEMENT LAN.- fill" OIDng the dr'vew -y re te,H TO CURB AND GUTTER 1/4• PREMO(DED • (N.D. C.B. U.) INSTALLATION SCORE UNES 10 BE RADIAL W "PU�EI(Txypl_) CURB x LATTER �.• W, "NT RLL R NOT TO SCALE PI IN WEw (SEE NOTE J) 2. Construct expans i,, joints pa HOI n lh the cA.t,Ni,, " + required Ot 15' m m spacing when driveway widths exceed 30'. See Std. Pl- Fm3 (Or sidewalk details. 1/2"X4• EXPANSION MATERAL •TYPICAL SIDE~�AJ(/ii 3. Cu,b gutt<, shown, s e the CP V, I. Pi,- f., the RECOMMENDED FOR APPROVAL /4 R AT JOINTS SCORE UNES xnr TO =<AIF -1, design specified. See Sid. Plcn F -, (o, -1, d<t011s. . a. DETAIL NO. F00-7 e z'rY o F' 1:7- E 1-T T O N 4. Avoid placing drainage structures, p-ti- boxes nr other DEPARTMENT OF PUBLIC WORKS I—ES - MIN nb=lrP<(iDnR .n Trnnl n( driv <wn <nl, <n«,. F Br DATE -- - NOT TO SCALE LUA 05 -065 o y �S 5 J. Jq 'W' -WOTH DF SIDEWALK � RAVP (SEE CIXTIRACT) RA,.. Q-`' DF WAs/y/ CKC. Of CEMENT CON-TE PEDESTRIAN .� , PROFILES, SECTIONS & DETAILS CURS (W.) e� RK /�' DATE.' O ENGINEER: JAEGER ENGINEERING WEBBER SHORT PLAT CEMENT CPUCRETE J /B" E%PM'AON ,pxi (M.) SOT 20734 9419 South 204th PI ace DESIGNED: JJJ DATE: 12/10/05 FILE NAME: spcwAEx sccna+ Oq (SEE sro. Pux P -J) KE3, Q G�?�' ,� BY. DATE.' 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 S /oNAL X 2 REVISED PER CITY REVIEW JJJ - 2 -22 -07 Kent, (25 850 0 DRAWN: JJJ � vt� Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: SEE DETAIL nELn ecGK: PAGE: CEMENT CONCRETE APPROACH EXPIRES: 3/1Z2908 By.' DATE. Fox No. (253) 850 -0155 APPROVED: SHEET: 5 OF: 11 FOR DRIVEWAYS DETAIL NO. F -04 NO. REVISION BY APPR. DATE CD' R- 3i'73DS 5 - 5'�T3 0 3CscetNl) !4ClillNEf! ,�'i ��,'�jQ% w - 'Si'73 05( SCAN) ROLL 20-6 FR 303 ' IIII ■117����1�1111� • � ■�r��lll��`.Ilil9l� —� �■1 I �� ■I I����Fa�l��lll��� IE_ ■I1� EIMNI■� ce I�� II_'�!■ 4�_ mm —i mm - C 9 TYPE 2`-48• ....« CEMENT CONCRETE SID WALK -- 405 I CB #8 -TYPE 2- 8" _5 RIM: 40B.0 425 4 NOTE: TOP OF LIP AT DRIVEWAYS. I \ \ 4OO CONCRETE VERTICAL CURB AND GUTTER 121' -12" CPI P ® CURB DETAIL 420 _ I \ \� NOT TO SCALE FRONT VIEW 395 _ _ , 395 FORESTBROOK TOWNHOMES 18" 2'-7" 5' -0" ST 6t4 35.2' RT EDMOND x• STA 0 +00 (SEWER MAIN) 415 ST 2+0 SEWER MAN ST 0 +80 S WER MAI I EXIST. SAN SEWER MAN HOLE _ SA SEW R MH #2 THE A. 46 SAN SEWE MH #1 (T E A, 8" STD. MH, 48" DIA - 0 +50 1 +00 1 +50 9+00 � RIM: 402. MATCH EX. GRAD 390 RIM: 394.6 F-- --4 390 N IE: 389.9 (EXIST. 8 ", SE) - ANCHOR BOLT PATTERN B_p- nn�n. rr z+ *rL+ i n,1, Sr 2r SS IE: 390.1 NEW 8 ", N rlLVrl..E 1a[z[ 17i. 6 +50 7 +00 7 +50 8 .8 +00 +50 CONTRACTOR TO VERIFY ELEVATIONS PER NDCBU PEDESTAL DEPR ESSED CARIES wBB k DDrroR ` TEMPLATE (SEE NOTE ]) SCALE: HORIZ: 1 " = 20' PROFILE —LOT 617 ESMT & OFFSITE E —c ANNEL BOTTOM AS NECESSA PRIOR TO CONSTRUCTION VERT..• 1 " = 5' SCALE.' HOR/Z.' 1 " = 20' R H TO R 318" x FULL DEPTH ] /B• ExPANSDN .Ia'Nr ) I/ERT.' 1" - — -- - EXPANSION JOINT (lw J (SEE Sro. P ]) 5 P � � DR WIIAY PLAN P O _ 1/2-X5- - f n•owES u",o z- .- N, cro Non - ..w N, c c rxn v,ua 6 le- A DG` SIGN RE r ,• (BY OTHERS) MATERIAL LvRB RETURN /� Enottu Y TEN. Tx[ wTTEA.L. , 1 .. .. -. 1 /4•/FT. SLOPE ONLY MW R 91ALL BE MCOt Ai ALL C0.n .EPTIS AT DBECIED ex FNOMEt AIE A.L. IXTFNO T' o' (B oOITHERS) I /2•R 1/4•/FT. SLOPE Au s m aE Pu® Acuxsr THE BLAB AAm rxE T SLAT. eE A can fEn n (SEE cOxmx[I) vv t c r CEMENT CONCRE , /2'R 4 1 /2•R /Yx S AN4. AZ:. SZ X IU- TRaI P.cS ro P.T.'S Ai ALL O.rtD RETINmi I CURB k GUTTER /-PAVEMENT AS PER PLANS. / X EID aI MA AL WALL ra PIACm AT [vEar rauIN mCA•AVt PANEL L 1 qq ZZVE MIN'. mLrrAlxs s,AU <arau m TIC raa- _Erls a aws a 0/1•) wm An � CEMENT caNC (SEE NOTE 3) Ery,I�ar• d PmESTRIAx CURB (Tm.) CEMENT CONCRETE 1 PAVEMENT AS PER PLANS M[ eulaeEre EHALL HAVE A eROCN D "s, rmH vu [Ixa xAWVe A 2 1/2" TOOLED FlNSH.x EL J /e' E%PANSICN ]DINT ( ) .. a (1EEx E. LAO ix CONmACT) PEDESTRIAN CURB TYP. RAMP WTH 12H:IV 4 (m.) (SEE U. Tux f -]) ° (SEE sro. LAN f ,) SLOPE (TW.) u PARKWAY CONCD CURB AND �� cOUVACnav sxuA az vox (um,Mn vROCrw} ' STANDARD OEM. CONC. CEMENT CONCRETE sO 1 CEMENT CURB AND GUTTER wT�R CONCRETE DEPRESSED CURB k CUTTER SLOPE ROUNDING VARIES K M CONTRACT) _ SIDE VIEW ° SIDEWALK (SEE NOTE 3) IN CONTRACT TO AV WALL (SEE DETAIL) j) a SECTION A -A T /z- %a- EXPANSION MATERIAL SECTION B -B 1 /4'11 AT JOINTS SOEWAIJ( L e TYPE , ISOMETRIC VIEW VARIES - - D MIN, NEIGHBORHOOD DELIVERY & 02 SEE SHEET 3 CEM. CONC., CURB.AND CUTTER I/2•X4' EXPANSION MATERIAL {- (SEE CONTRACT) -,. 1/4•R AT MINTS 1/2• R. (TYP) INCLUDED NOT i ,. wnen m< drw <.oy wmh <.« <dS Js r«l. <onstrP<e D full - A emu- IN BID IEM COLLECTION BOX UNIT dep"' expansion pint (see Slandc,d Fl- F-3) with 3 /B" joint 7� RA SEE xore I CEMENT LAN.- fill" OIDng the dr'vew -y re te,H TO CURB AND GUTTER 1/4• PREMO(DED • (N.D. C.B. U.) INSTALLATION SCORE UNES 10 BE RADIAL W "PU�EI(Txypl_) CURB x LATTER �.• W, "NT RLL R NOT TO SCALE PI IN WEw (SEE NOTE J) 2. Construct expans i,, joints pa HOI n lh the cA.t,Ni,, " + required Ot 15' m m spacing when driveway widths exceed 30'. See Std. Pl- Fm3 (Or sidewalk details. 1/2"X4• EXPANSION MATERAL •TYPICAL SIDE~�AJ(/ii 3. Cu,b gutt<, shown, s e the CP V, I. Pi,- f., the RECOMMENDED FOR APPROVAL /4 R AT JOINTS SCORE UNES xnr TO =<AIF -1, design specified. See Sid. Plcn F -, (o, -1, d<t011s. . a. DETAIL NO. F00-7 e z'rY o F' 1:7- E 1-T T O N 4. Avoid placing drainage structures, p-ti- boxes nr other DEPARTMENT OF PUBLIC WORKS I—ES - MIN nb=lrP<(iDnR .n Trnnl n( driv <wn <nl, <n«,. F Br DATE -- - NOT TO SCALE LUA 05 -065 o y �S 5 J. Jq 'W' -WOTH DF SIDEWALK � RAVP (SEE CIXTIRACT) RA,.. Q-`' DF WAs/y/ CKC. Of CEMENT CON-TE PEDESTRIAN .� , PROFILES, SECTIONS & DETAILS CURS (W.) e� RK /�' DATE.' O ENGINEER: JAEGER ENGINEERING WEBBER SHORT PLAT CEMENT CPUCRETE J /B" E%PM'AON ,pxi (M.) SOT 20734 9419 South 204th PI ace DESIGNED: JJJ DATE: 12/10/05 FILE NAME: spcwAEx sccna+ Oq (SEE sro. Pux P -J) KE3, Q G�?�' ,� BY. DATE.' 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 S /oNAL X 2 REVISED PER CITY REVIEW JJJ - 2 -22 -07 Kent, (25 850 0 DRAWN: JJJ � vt� Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: SEE DETAIL nELn ecGK: PAGE: CEMENT CONCRETE APPROACH EXPIRES: 3/1Z2908 By.' DATE. Fox No. (253) 850 -0155 APPROVED: SHEET: 5 OF: 11 FOR DRIVEWAYS DETAIL NO. F -04 NO. REVISION BY APPR. DATE CD' R- 3i'73DS 5 - 5'�T3 0 3CscetNl) !4ClillNEf! ,�'i ��,'�jQ% w - 'Si'73 05( SCAN) ROLL 20-6 FR 303 ' M � a ®0 o 0 0 � o ' � a ® w P°1 ' S_-33? 30q 5- 5373o3�s�An) �CAP!!!ED JUNg9M (J- 33"'3lf? q w- 5V7305( -l0N) r r r w LOW PT. 1 +24.50 Z ELEV = 424.39 120' VERT. CURVE HIGH PT. 2 +44.39 M -1 a 40' VERT. CURVE PVI STA 2 +16 __ = ELEV 428.83 e, NEW PROFILE 0 C.L. OF PAVEMENT M a m V + = N EX PROFILE ®EAST 430 a `� - - - - 430 x - -- A.D. = 10.06 - -_ p w A.D. = 9. 1 N '- --- -_ N _ a 100' VERT. URVE __ •r PVI STA = +80 t�E - 2.659•' - m L;UVLK DID ED m z P m 425 + ° 425 _ �. - _ -- _ - - - -- w DID A a - _ > w m ST .6+50.4, 5 .5' R + I- 1•,�o e° a' p RIM 410.5.04- - -- 420 e ^~ 420 ��� CB 1 - TYPE 2- ' 8" . Q _ _ ,,�y,_ e % STA. 6 +29, 3 R'i . ( C STA. 1+24. - 19 7 I' L _ 147' ® RIM: 412.A. 2 47, T RT 24.x.06 - 2. _ _ M. CAP (MJ) _ = =` ` M1 IREIM: 415 F+ 415 e tz cvEV wz> RIM: 4 _ _ w IE: (88PVC, _ `v LO e S G LIO - -- atl.2Q _- -_�_ RM: 424:86 . 4 S•oo _ N* 424 L X215§ ° its, g 410 t!1 410 -- STA. 3 +94 16' RT STA. +43 16' RT 12 C RIM: 424. 4(4.6,1¢ � RIM: 17:8 ,11, O - i' , 4 4t4-(a( uc 405 0.; 405 - 30' -12" CID P 0 9:69' S8' -1 C _ -_ - RIM: 414•11 0 FROM VAUl _T -_ W N STA N 0 .bl, N N• ° 00 1221 ,H Ea ro n �_ LO �i RIM: 4 17,8-7,S3 r ro 12i- 44E P -(o IE: 41 .'85.03 d a r /0400 400 g O 1 +00 1 +50 2 +00 + 3 +00 3 +50 4 +00 4 +50 5 +00 6 +50 5' REDMOND AVE a Y STA 6+38 LT H o 3 PROFILE - REDMOND AVE. NE y SAN SEWER MH #3 (TYPE A, 48 ") RIM: 412.`4..48 z E SCALE: HOR /Z,• 1" = 20' Z IE: •4e4:e-1(8" PVC, N &W) N ij VER T• 1 5' " = ° aoa.4a W \ 415 415 a B XPANSION JOINT N rn c tO pz w Z Z p STA. 6 +29, 30' Z RT - In= ' M N.D.C.B.U. P - . 0.02 FT. /Ft. a E > N O a °� RIM: 412.5` °a °m , _ ..°. '- _ n rn 410 D.os FT. /Fr. CUTLER MODEL .. ®�� o Ih Z f- Z +� a w - IE: 399.42 __. _ - - _ o M OR EQUAL 430 ° m 430 r C 9 PI -TYPE 2-48 - : , CEMENT CO - SIDEWALK NCREEE ° O OVER 4O5 ° - + CB #6j - TYPE 2- .. _ _ RIM: 08.6 -,35 -6 z Q 425 425 - 6P• N _ ' NOTE: TOP OF LIP AT DRIVEWAYS. •.' 6 !I 3Rlo'7o 31 •70°° °•'. NEW INTE SECTION .� - CONCRETE VERTICAL CURB AND GUTTER & PAVEM NT WIDENIN ,2° CP P 0 4OO ' CURB DETAIL o, 420 42, �r 42O _ ._..__ \� NOT TO SCALE FRONT VIEW & 5' CB 12 TYPE 1 _ .r5 e IT, - - - - -- v 9' -0„ II 5 I 395 395 � _ _ ✓ _ _ FORESTBROOK TOWNHOMES 16" 2' -7" 5' -0" "< EY - z ST 6 +4 35.2' RT EDMOND X• STA 0 +00 (SEWER MAIN) - 415 RIM: 4257 oqT 415 ST 2 +0 SEWER MAN ST 0 +8 W R MAI l EXIST. SAN SEWER MAN HOLE f -- 1 +00 IE: -4+9Z 417•q( 1 _SA SEW R MH #2 PE A, 48 SAN SEWER MH #1 (TYPE A, 8" 'G ° l STD. MH, 46" DIA - -{ 0 +50 +50 2 +00 RIM: MATCH EX. GRAD •Iq I RIM: 394.'Cs.44 390 � -_ � _ 390 IE: %" (EXIST. 8 ", SE) 389.7 I /3'R(M.) ` ° B o• PROFILE NE 19th ST. 402• S' A' 6 +50 7 +00 7 +50 ` -B-SS IE: 393,9 (NEW 8 ", N) 38q.'i4 ANCHOR BOLT PATTERN 8 +00 aEPRESSEp S +SO CONTRACTOR TO VERIFY ELEVATIONS PER PEDESTAL S R SCALE. HORIZ 1 " _ 20' PROFILE - LOT 617 ESMT & O.FFSITE LATE TEMPLATE C NBOTfOM' VERT.- 1 " = 5' _ RE-CHANNEL AS NECESSARY laxr 3(A Exea SCALE: HOR /Z 1 20' 3/8, `i -... _. x FULL DEP - (M.) (AM ea PtAV P VERT. 1 " = 5' GF „Fa AI „mF<- / EXPANSION JOINT 6 „ E, CeNr SECnPV (BY o1NEfl5 _ 1/2 EX°AN40N / 1 /4'/FT. SLOPE MAIEPoN CURB RETURN ONLY -be N..V Ax. dAU HE MCFD xoT ro LzC® Ir c j /C xW ., HE ly C C iKY 9,u1 I/ , ,pT s TES txwv J/ta- x TMCKV[s AMa BALL s kXio,En Y Bsow nB aTrw me VR' mess" vxRlES - I•' um. (SEE ca+TRAa) s'_o ., DRIVEWAY (BY OMERB) CEMENT CONCRE 1 /2 -R CURB k GU FTER _ - _.. a /2'R 1/4'/FT SLOPE 4 1/2'R - PAVDAENT AS PER C014""a" BE M® Ai M1 QY, SM5 A5 MrtChD BY dOMFW IM BALL ETda t' w4wE Txc Yoewux ¢ m s aArm Aauxsr rrt arm A10 e . J:Mn l/YX 5' �ARma1 YAippµ EVIL pEMLID FRar a aRe P. B�YATr NL 0.WB RflVIMS • , i "\ PLANS IMxe° MAMsd iu mAAL sWy IIE ptA6T Ai flee, F"s, 50flvVix PAV[L a, -- CEUE.7 CQVCREII (SEE NOTE 3) - THE CONCRETE MC Fat SOVIA 5 d41L IXK'CPo110 THE IEiVPFYFMS C£ qA ; B (31.-) re AH diPMnudL (1 a REDEEM. CURB (m) 3 /e° ExPA„SCx Jgxi (SEEK FEneep Iv CaxiRACi) (TVP.) (SEE Sip. PLAN F -3) ° (SEE. SIp. RM' F -I) CEMENT CONCRETE PEDESTRIAN CURB (TYR.) - RAMP WTN 12Po 1 V 4' i PAVEMENT AS PER PLANS THE Cd4REM SWA HAW A aflaeN nad"Aa ee39::TYNa A 2 1/2' TOOLED HNSH, - b SLOPE (TYP.) PARKWAY STANDARD OEM. STANDARD CEM. GOING. - i S,ecRABc CEYp crI. swA HE Ra[ (xClVREO pAocrce, - I M-.1 cal-ETE SaSl- CEMENT CURB AND GUTTER CUTTER MRS AND _ -. F- 6 DEPRESSED CONCRETE CURB Ze GUTTER SIDEMALK ►ks- au1L-T SECTION A -A _ SECTION B -8 - -' - "-- - SLOPE (SEE CONTRACT -• (SEE NOTE 3) E� p o {�j� AS- 8V11"T ^la�tSI�JS � 1 /2'R4ATJDINSION MATERIAL . -.. - - -- MEN SPECIFIED A•DEN&IC MAY BE ADJACENT ' / IN CONTRACT TO A WALL SEE DETAIL.. _ SIDE VIEW - GO o O' w�` L e I e -.(A TYPE i "• ISOMETRIC VIEW �.��L,p SUR B�{ (°i..ezi'1ireRE(��/./ -.- - sOEWUx DES ` - ° M'" SEE $HEFT 3 NOTES: l^q�' �n}EJ'E�'y�uo F;F,. �p -V I ". IO1171..17 �lD� f /2'X4' JOINT ION MATERIAL -GEM. i /4'R AT JdNTS CONIC. CURB AND CUTTER (SEE CONTRACT) NEIGHBORHOOD DELIVERY & /2' R. (P' _ -. -.. a. ✓..: _.. IN BID COLLECTION BOX UNIT ( t depth SEE xos I Mu RE COxCRCrE Rller RAUp vcf, 12H; I /lam ( e , re tb tl pint width Standard 15 feet, constm a join e p s t see Be line,tl Ficr F- 3/8' $ ( 3) with oLat pion the e a en(ed ne 9 Y C Oe A SCORE ❑ AN TO BE RADIAL TO CURB AND CUTTER •� W �?�% ?.E� IN BID 11EM ITEM r- _ ' .• /�'•/E f/4' .. �N D.Ii.B. U. INSTALLATION SLOPE (TrP.) N( k S=337304 �'• FALLEN JgNT FALLEN om 3) (ffE xOIE 3) 2 Const t e p son 1o'M5 porn lel mU the centeFi ne + CINT NOT TO SCALE required at 15 maximum spacing when driveway widths exceed 30'. See Std Plan F -3 for sidewalk detail.. « "xTFx be, 1P om'ww Fxm.xc rnF 3. Curb and gutter see the Contract Plans for the RECOMMENDED FOR APPROVAL 1/2'X4' EXPANSIDN MATERIAL 1/4-R AT JOINTS SCORE LINES TYPICAL SIDEWALK Z xor To SCALE cum 4 spec Ted See 9d Plan for curb details, Avad Avoid 9 B DETAIL NO. F00"'B' CITY O F RENT O N O N obstracUons s' -o' vAR,ES - li uw. placing ria plotng front structures N".. boxes ar other m (ronL pt drroeway entrances. -t J, d q<C` W -VADm of SIDEWAUf ••_•. °- . DEPARTMENT OF PUBLIC WORKS j � RAMP (SEE COHVACT) Aeup cE T coxcRETE PE° see Ax � � VS {��r' OF WASP G'� BY.• � tF' DATE.• ___ - NOT TO SCALE LUA 05 -065 PROFILES, SECTIONS & DETAILS R3(M.) 1� DATE �tlo ENGINEER: ° BY,' JAEGER ENGINEERING WEBBER SHORT PLAT - SINEW. sccnox q (SEE see' PI.V1 F -3) O zo734 'E`A(, G \�' BY. Ss DATE.' 9419 South 204th Place DESIGNED: JJJ DATE; TZ FILE NAME: 1. REVISED PER CITY REVIEW JJJ 5 -22 06 /(0/05 /gvAL �G X01 _ 2. REVISED PER CITY REVIEW JJJ - 2- 22-07. Ken t, WA. 98031 DRAWN; JJJ CEMENT CONCRETE APPROACH EXPIRES: 3 1 BY' DATE: Phone No. 253 850 -0934 CHECKED: JJJ SCALE: SEE DETAIL FEW BOOK: PAGE: 3 - Q5 - 6•,31 1 �y jp -i7_�_ ( ) ° FOR DRIVEWAYS DETAIL NO. F -04 zPg2$ No. REVISION BY APPR. DATE Fax No. (253) 850 -0155 APPROVED: SHEET: cj DF: 11 Ells A. Z I S_-33? 30q 5- 5373o3�s�An) �CAP!!!ED JUNg9M (J- 33"'3lf? q w- 5V7305( -l0N) C"Y ti W z o 0 N 0 L 3 �z N W � V FI{ c v m � Ktl \ C ®91 0 A POR ION of the S.E. 1 4, SECTION 4, TOW SHIP 23 N., RANGE 5 E., W.M. 30 k26 k Zg LOT 25 N N LOT 26 k'`k LOT 22 I I k I - LOT 28 o LOT 23 LOT 23 STA 3 +50, 5' L 1 CRE�DMOND AVE) LOT 24 20 I STA 5+31 (SEWER MAIN) I / / STA 6 +38, 5' LT EDMOND) SAN SEWER MH 4 (TY48 °) �a / STA 2 +43 (SEWER M ) ° RIM: 426.x..3 \ IE: •4t8�-(8" P C, )x{1729 -� _ / / SAN SEWER MH #3 (TY A, 48 ") ° - PP 1 °03'12'h 640.35' - - - _ N RIM: *..9 4S 4.5 LANDSC. �- ° IE: 40*19-(8" PVC, N & ) - _ - - - Ro3.46 - - ---- --- - -- 141.4' 288' - 8' PVC SEWER MAIN 0 *$696 SHED I � ; � � FH - dk-- - - 4 +00 NEW 8" WATER MAIN k22 \ 5 +00 -- , M FFE: 00 \ 8 -------- 1, -____-I WAl:X k2k j 50' 55' I --- _- i 50 STA 5 +25 TA 5 1� PVC SCR 1 TRACT B 6" SEWER STUB 1 6" SEWER STUB _ 5 SIDE SEWER k ® MIN. 2% _d MIN. 2% / l STA '4WE B4'115 STA W l ®MIfJ. 2% , - STA 4 +26 1 6" SEWER STUB IE: 419.7 Jam; 479.0, li OPE (TYP) 6" SEWER STUBI 6" SEWER /STUB ® MIN. 2 - , ®MIN. 2% I O MIN. 2% \ s �� I IE: 414 6 I IE: 413.4 IE: 409.5 \ \\ I ,CONC. N01 °03'12'E 213.02' W � / � I LMINJ•FE: I MIN FF I r - -�- ti 422.5 If 418.5 JJ/ _ 34.00' - - - -- ,I I - L=- - - --- I - - - -- -- `�' N01 °03'12'E -- - } - -, 3 /� -- f-- COVERED MIN FFE: 4 l �1 O ro i , � , SHED MIN FFE. \ I AREA ' 418.0 I 414.0 F v I- -.,' L A 20 PUBLIC �e A's I ` UTILITY & i \ \ \ SHED , ACCESS I - , I ESMT. , 1 1 �\- 55' 50' 65' _ 73.1' �_ L � N01 °03'12'E 393.11' x $ NEW PROFILE ®C.L. _ 1 .01 � \ OF PAVEMENT n I / EX PROFILE ®EAST M u 4 7n Bgs� 425 420 ST SA 415 RI! IE: 410 405 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, o //- M � � a � o N O o � o IE: �463:'r(8" 6" SEWER STUB S.Z: 3 4oz.5S ® MIN. 2% - -- - C"Y ti W z o 0 N 0 L 3 �z N W � V FI{ c v m � Ktl \ C ®91 0 A POR ION of the S.E. 1 4, SECTION 4, TOW SHIP 23 N., RANGE 5 E., W.M. 30 k26 k Zg LOT 25 N N LOT 26 k'`k LOT 22 I I k I - LOT 28 o LOT 23 LOT 23 STA 3 +50, 5' L 1 CRE�DMOND AVE) LOT 24 20 I STA 5+31 (SEWER MAIN) I / / STA 6 +38, 5' LT EDMOND) SAN SEWER MH 4 (TY48 °) �a / STA 2 +43 (SEWER M ) ° RIM: 426.x..3 \ IE: •4t8�-(8" P C, )x{1729 -� _ / / SAN SEWER MH #3 (TY A, 48 ") ° - PP 1 °03'12'h 640.35' - - - _ N RIM: *..9 4S 4.5 LANDSC. �- ° IE: 40*19-(8" PVC, N & ) - _ - - - Ro3.46 - - ---- --- - -- 141.4' 288' - 8' PVC SEWER MAIN 0 *$696 SHED I � ; � � FH - dk-- - - 4 +00 NEW 8" WATER MAIN k22 \ 5 +00 -- , M FFE: 00 \ 8 -------- 1, -____-I WAl:X k2k j 50' 55' I --- _- i 50 STA 5 +25 TA 5 1� PVC SCR 1 TRACT B 6" SEWER STUB 1 6" SEWER STUB _ 5 SIDE SEWER k ® MIN. 2% _d MIN. 2% / l STA '4WE B4'115 STA W l ®MIfJ. 2% , - STA 4 +26 1 6" SEWER STUB IE: 419.7 Jam; 479.0, li OPE (TYP) 6" SEWER STUBI 6" SEWER /STUB ® MIN. 2 - , ®MIN. 2% I O MIN. 2% \ s �� I IE: 414 6 I IE: 413.4 IE: 409.5 \ \\ I ,CONC. N01 °03'12'E 213.02' W � / � I LMINJ•FE: I MIN FF I r - -�- ti 422.5 If 418.5 JJ/ _ 34.00' - - - -- ,I I - L=- - - --- I - - - -- -- `�' N01 °03'12'E -- - } - -, 3 /� -- f-- COVERED MIN FFE: 4 l �1 O ro i , � , SHED MIN FFE. \ I AREA ' 418.0 I 414.0 F v I- -.,' L A 20 PUBLIC �e A's I ` UTILITY & i \ \ \ SHED , ACCESS I - , I ESMT. , 1 1 �\- 55' 50' 65' _ 73.1' �_ L � N01 °03'12'E 393.11' x $ NEW PROFILE ®C.L. _ 1 .01 � \ OF PAVEMENT n I / EX PROFILE ®EAST M u 4 7n Bgs� 425 420 ST SA 415 RI! IE: 410 405 N > 400 On 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, o //- A, 48 ") � 8' VC SEWER MAN STA 0 +98 N > 400 On 3+ + 4 +00 4 + 5 +00 DU PROFILE - REDMOND AVE. NE SCALE: HOR/Z: I"= 20' . VERT.• I"= 5' RECOMMENDED FOR APPROVAL J. J NOTE: OF WASH FCF w ALL TRENCH RESTORATION SHALL BE PER °� N�FO SA BY.' ��n DA 7E: Y CURRENT CITY OF RENTON TRENCH BY DATE• RESTORATION AND STREET OVERLAY 2074 REQUIREMENTS. SOniA �`G�,� ,(o� BY: DATE: EXPIRES: 3/i/290 1 BY. DATE. l 2010 STA 6 +38, 5' LT (REDMOND AVE) SAN SEWER MH #3 (TYPE A. 48') RIM: 412.'h-.4S IE: VV (8" PVC, N &W) STA 6 +48.5, 35,2' RT (REDMOND) STA 1 +97.5 SEWER MAIN SAN SEWER MH #2 (TYPE A, 48 ") RIM: 411.0..35' IE: '4835.. (8" PVC, E,W & S) 4.oz -ST 430 425 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, SAN //- A, 48 ") RJ' - 8' VC SEWER MAN STA 0 +98 405!78. Z.z, ROCKERY IE: �463:'r(8" 6" SEWER STUB S.Z: ° 1- 4oz.5S ® MIN. 2% - -- - IE_398. CHECKED: SJJ `n _90.7' --- - APPR. DATE APPROVED: owec.on o II$44%5L - 8' PVC SEWER AIN - -- - --- -® -=- &•ice -- -- INN ® -_ 111111 _I__'V�i - _ �il ��■ �� ��� ® ®���� ■ �� 0%Kqj7B:ZiClx --r4 lll � ��� ■� 411u {#iii°ii�7,j''"��'j��_�_��_ ■ la !11��_�1!'!��_ii����l�lll�il!. CCCiiiiiffLL� 7 L:1��■ - - -�- - ___- ��!����_ �llii�'° 3+ + 4 +00 4 + 5 +00 DU PROFILE - REDMOND AVE. NE SCALE: HOR/Z: I"= 20' . VERT.• I"= 5' RECOMMENDED FOR APPROVAL J. J NOTE: OF WASH FCF w ALL TRENCH RESTORATION SHALL BE PER °� N�FO SA BY.' ��n DA 7E: Y CURRENT CITY OF RENTON TRENCH BY DATE• RESTORATION AND STREET OVERLAY 2074 REQUIREMENTS. SOniA �`G�,� ,(o� BY: DATE: EXPIRES: 3/i/290 1 BY. DATE. l 2010 STA 6 +38, 5' LT (REDMOND AVE) SAN SEWER MH #3 (TYPE A. 48') RIM: 412.'h-.4S IE: VV (8" PVC, N &W) STA 6 +48.5, 35,2' RT (REDMOND) STA 1 +97.5 SEWER MAIN SAN SEWER MH #2 (TYPE A, 48 ") RIM: 411.0..35' IE: '4835.. (8" PVC, E,W & S) 4.oz -ST 430 425 STA 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, SAN //- A, 48 ") RJ' - 8' VC SEWER MAN STA 0 +98 405!78. Z.z, ROCKERY IE: �463:'r(8" 6" SEWER STUB S.Z: ° 1- 4oz.5S ® MIN. 2% - -- - IE_398. CHECKED: SJJ `n _90.7' --- - APPR. DATE APPROVED: owec.on o II$44%5L - 8' PVC SEWER AIN - -- - --- -® -=- &•ice -- -- STA 1 +97.5 SEWER MAIN) . REMOVE & SAN SEWER M #2(TYPE A, 48 ") REBUILD EXIST. RIM: 411 .'* - 3 405!78. Z.z, ROCKERY IE: �463:'r(8" PVC, E,W & S) SCALE: 1 " =20' 4oz.5S 3. rQ F 1 STA 1 +04 MIN FFE 6" SEWER STUB 0 408.0 ® MIN. 2% _ IE: 398.9 ® -- -- _ 100' STA 0 653 Lull 6" SE R STUB w 0 MIN. 2% > IE: 404 5 LO a- 0 �I n WL ° Z 420 Z J �W 415 1 V) MIN FE: 408.0 100' -_ STA 0 +98 (SEWER MAIN) CLEAN OUT ® PROP. LINE TOP: 4$.5 (MATCH GRADE)4(Z.55 IE:.484-.6' (8" PVC, E) , 402 -�3 410 REVISED PER CITY REVIEW JJJ MORT! 4Z' FILLET _8 PVC DATE; 12/10/05 SEWER MAIN 0 1.-357 2. 405!78. Z.z, i \117.5' - 8' PVC 2 -22 -07 SEWER MAIN SCALE: 1 " =20' ® 5:96% 3. s.-n/ tJ FORESTBROOK TOWNHOMES STA 0 +00 (SEWER MAIN) EXIST. SAN SEWER MAN HOLE STD. MH, 48" CIA RIM: 394.E - -44- 38970 IE: 389. (EXIST. 8 ", SE) IE: 39GA (NEW 8 ", N) 388,79° CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RE- CHANNEL BOTTOM AS NECESSARY EXISTING CB TYPE 1) RIM: 398.41 I > IE: 395.04 Ao / N/ / q�,y, EXISTING 15' SAN SEWER ' EASEMENT WCUT & REPAIR EXIST. ASPHALT PER CITY OF RENTON STDS. COORDINATE _Tl W/ CONDO H.O.A. 0 o m 1) (_0 RIM: 399.81 I 3 IE: 393.55 (IN) I IE: 393.39 (OUT) C) I o �o STA 0 +80 SEWER MAIN zz SAN SEWER MH #1 (TYPE A. 48 ") I RIM: 492&2 (MATCH EX. GRADE) 400.19 IE: 596..5 (8" PVC, N & SE) \ 39574 = O C N U MANHOLE FRAME AND COVER S=337305 SEE DRAWING BR A ADJUSTMENT (4° MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: STEPS SHALL BE INCLUDED 1. STEPS TO BE 3/4" 4 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. CONCRETE RISER BY PIPE INC., 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. MAX. PIPE SIZE - 21" I.D. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR LADDER -STD. ALUMINUM SURFACES, INCLUDING CHANNELING, COATED (SEALED) OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; CONCRETE SHELF COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. PRECAST BASE SECTION 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE OR CAST IN SHELF. DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY MAMOLE TYPICAL DETAIL, 400 ° SANITARY MANHOLE TYPICAL DETAIL DETAII, NO BR28 NOT TO SCALE -50 As- SUIL_r As- 13v(ur RE.11stonts - fFA FtEL b soik-4E`( EP( C:RRmep- wo, 8 /o6 GRAPHIC SCALE � . it -l'�J �p'b LUA 05 -065 20 0 10 20 40 80 CITY OF 1=.ENTON (I7 FEW DEPARTMENT OF PUBLIC WORKS 1 inch = 20' ft. �Y T ENGINEER: SEWER PLAN JAEGER ENGINEERING WEBBER SHORT PLAT 9419 S th 204th PI 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 OD ace Kent, WA. 98031 Phone No. (253) 850 -0934 FOX NO. (253) 850 -0155. DESIGNED: J.T.1 DATE; 12/10/05 FILE NAME: 2. REVISED PER CITY REVIEW JJJ 2 -22 -07 DRAWN: JJJ SCALE: 1 " =20' FEW BOOK: PAGE: 3. As - a�1�T tJ o _ 1g -og CHECKED: SJJ NO. REVISION BY APPR. DATE APPROVED: owec.on o SHEET: 7 OF: 11 C a&'5-3373D5 e0'-5 -3P301 4&#jm jpIgM