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Home My WebLink AboutzS-3327SetV � o E x�o 3 m„„ E U� /0 zs ' ^' iigi :.. E VALLEY, WA 98038 MAPLE VALLEY. AVENUE 803 z� �� O 3 I GRADING NOTE EN ENGINEER n z ':':':':;: "rW"i I I ....... •• I w W J s = iE I z CATCH BASIN TOP 517.5 INV- 515.6(12 COI,, N) -: GRADING ' WILL BE LIMITED TO BAIMA & HOLMBERG, INC. 100 FRONT STREET :S: J _ ii= =s Sys ' - so = �,- --s - so-- s� -w6X. R - -sa s� s _ w 09 w Iz b INV 514.1(12"COrG S) SEWER TRENCH EXCAVATION ISSAQUAH. WA 9802 c o w N I , INV - 514.1(15 "�CNC W) � (425) 392 -0250 ^I w a' °� INV = .517.3 IN 17. z (� z GROUND SURFACE SHALL BE - - - [n it x AT INTERSECTION OF N.E. 4TH STREET (S. E. STREET) AND 148TH AVENUE n, w rl a ........ _ -,. -. - - cn � O s s sAOT- so---EJ w .77 ELEVATION = 454.77 NAVD 1988 INV = 517.7 (12"CONC) v °o m 0) n GES OF _ 81 OVERLAY -_, IN, -514.9 (12° ONC). CATCH BASIN V � o E x�o 3 m„„ E U� /0 zs - I PORTION OF THE SW ,Y4 OF SEC 11, TWN. 23 N., RNG. 5 E., W.M. ICING COUNTY, WASHINGTON DEVELOPER BASIC VENTURES ' ^' � s :.. E VALLEY, WA 98038 MAPLE VALLEY. AVENUE 803 z� �� TOP =517.7.. INV -5 ON 3 I GRADING NOTE EN ENGINEER n - . ........... ...:.. ::.: :. -: :: ; :; I ':':':':;: "rW"i I I ....... •• I ._.. ... .. •. •: T"-' "' s = iE I z CATCH BASIN TOP 517.5 INV- 515.6(12 COI,, N) -: GRADING ' WILL BE LIMITED TO BAIMA & HOLMBERG, INC. 100 FRONT STREET :S: J _ ii= =s Sys ' - so = �,- --s - so-- s� -w6X. R - -sa s� s _ w 09 .x b INV 514.1(12"COrG S) SEWER TRENCH EXCAVATION ISSAQUAH. WA 9802 1 1/2" FULL WIDTH N I , INV - 514.1(15 "�CNC W) AND BACKFILLING. THE (425) 392 -0250 ^I OVERLAY PER KING COUNTY STANDARDS a' °� INV = .517.3 IN 17. z CATCH BASIN GROUND SURFACE SHALL BE - - - a- x AT INTERSECTION OF N.E. 4TH STREET (S. E. STREET) AND 148TH AVENUE S.E. CITY OF RENTON CONTROL POINT 1852 a ........ _ -,. -. - - � � O s s sAOT- so---EJ .77 ELEVATION = 454.77 NAVD 1988 INV = 517.7 (12"CONC) v °o m rn n - I PORTION OF THE SW ,Y4 OF SEC 11, TWN. 23 N., RNG. 5 E., W.M. ICING COUNTY, WASHINGTON DEVELOPER BASIC VENTURES STA. 5+89, 51T +° GRIND AT SSMH# 2 1O g ° 5 EDGE OF RIM-521.7± F> = N< OVERLAY (MATCH. PAVING) y? N a INV =508.38 o (PROVIDE KNOCKOUT `O ON NORTH SIDE) W J ° - INSTALL 1' MIN. CLEARANCE CONCRETE SQUARE COLLAR 6" WEST OF EDGE OF PAVING z ' ^' NC (12 " GONG) :.. E VALLEY, WA 98038 MAPLE VALLEY. AVENUE 803 z� �� TOP =517.7.. INV -5 ON I GRADING NOTE EN ENGINEER n - . ........... ...:.. ::.: :. -: :: ; :; I ':':':':;: "rW"i I I ....... •• I ._.. ... .. •. •: T"-' "' s = iE I z CATCH BASIN TOP 517.5 INV- 515.6(12 COI,, N) -: GRADING ' WILL BE LIMITED TO BAIMA & HOLMBERG, INC. 100 FRONT STREET :S: J _ ii= =s Sys ' - so = �,- --s - so-- s� -w6X. R - -sa s� s _ w s s .x N INV 514.1(12"COrG S) SEWER TRENCH EXCAVATION ISSAQUAH. WA 9802 1 1/2" FULL WIDTH N I , INV - 514.1(15 "�CNC W) AND BACKFILLING. THE (425) 392 -0250 EX. 2' GAS LINE OVERLAY PER KING COUNTY STANDARDS a' °� INV = .517.3 IN 17. z CATCH BASIN GROUND SURFACE SHALL BE - - - STA. 5+89, 51T +° GRIND AT SSMH# 2 1O g ° 5 EDGE OF RIM-521.7± F> = N< OVERLAY (MATCH. PAVING) y? N a INV =508.38 o (PROVIDE KNOCKOUT `O ON NORTH SIDE) W J ° - INSTALL 1' MIN. CLEARANCE CONCRETE SQUARE COLLAR 6" WEST OF EDGE OF PAVING z 0 SITE N < NC (12 " GONG) �.I 3 w z� �� TOP =517.7.. INV -5 ON RESTORED TO ITS - EXISTING HORIZONTAL DAIUM%BASIS OF 'BEARING HAD 83/91 PER CITY OF RENTON n x4.8(12 -COtjC S) GRADE. CONTROL POINTS 1845 & 1852 J _ ii= =s Sys ' - so = �,- --s - so-- s� -w6X. R - -sa s� s _ w s s .x �---0s Sash =ass I ( ... - D VERTICAL DATUM NAVD 1988 PER CITY OF. RENTON _ L CA ON X. 6 AC WA +D 11N ---------- ) -- - - -- AVE SE CONTROL POINT 1852 -- MIN- - - BENCHMARK FOUND 3' BRASS SURFACE MONUMENT AT INTERSECTION OF N.E. 4TH STREET (S. E. STREET) AND 148TH AVENUE S.E. CITY OF RENTON CONTROL POINT 1852 /. ........ _ -,. -. - - - - - - - s s sAOT- so---EJ .77 ELEVATION = 454.77 NAVD 1988 INV = 517.7 (12"CONC) v °o m �. P. IN o ° N GES OF _ 81 OVERLAY -_, IN, -514.9 (12° ONC). CATCH BASIN 6" PVC SS SERVICE 0 2% MIN., TYP. z STA. 2 +S3S7MH R a TOP =518 4 INVJ514. 5141(15 E) _ # N RIM =519. (MATCH PAVING). INV - 506.97 (B 'N)i' M'_'a aKa e`o Z INV= CONC (15, ONC) INV- =514.1(15 "CONC W) - R INV = 514.0(12 "CONC N INV - 506.80 (10 "W). �^p I ' �! _ INV =514.0(12"CONC S NORTH MIN. FF =518 LOT 20 PARCEL # 9353301120 / s- (PROVIDE KNOCKOUT ON E. & S. SIDES) a 0 SITE N < NE NE 4TH ST OW N OZ SE 128THS n (PROVIDE KNOCKOUT ON E. & S. SIDES) a a k.,,a ^ �s _@ _�. s 'y CONTRACTOR TO VERIFY PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. - CATCH BASH AVENUE S.E. •TO INCLUDE PRIOR TO CONSTRUCTION DE SEWER MAIN i0p== O 9 a 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE :PIPE IN LAYERS. WITH A LOOSE �� I FOUND 1 1/2-BRASSY CONSTRUCTION AREA (1 1/2" OVERLAY) AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH INV- 517.3(12 "ADS E) 0a °o i IN. CONCRETE INV= 517.2(12 "ADS N) -: -- -as a .I. LAYER! TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR i � ONE PIPE DIAMETER. ON EACH SIDE OF THE. PIPE OR TO:. THE SIDE OF. THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. - - - x FOUND 1 1/2-BRASSY - n i 10.. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING.: TRAVELED ROADWAY SHALL .. . -. .. .. .. .. BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING . TEMPORARY MIX PATCH _EXISTING ROAD CEN-1 .,NE. - XISTING R/W CENTERLINE / CONTRACTOR TO MATCH PIPE CROWNS AT THIS MANHOtE 352'"•8" PVC O 0.40 207 -10- PVC 0 0. STA. 5 +89, VLT SSMH# 2 RIM - 521.7± STA +37, SRT SEWER MANHOLE RIM- IVU N) INV = 508.36 RIM- 519.2±- (MAT PAVING) INV =506.29(8' VC E) (PROVIDE KNOCK T INV= .97. (8'N) INV =506.24(10' VC: W) ON NORTH SIDE) S.E. 124TH ST. /155TH AVE S. INV =506 0.(10 -W') NEW INV = 506.34 (10'E) ' =30' HORIZ. (PR )VIDE KNOCKOUT ON E & S SIDES) - NM 1 "= 5'VERT. CONTRACTOR TO VERIFY PRIOR .TO CDNS CTION O O O O O NO N O O O m O O o O O � ° VNJ N VJ O Lo N Lo N in 1 +00 0+ ASPHALT SHALL BE NEATLINE :CUT NTH.. SAW. IN A CONTINUOUS LINE. A MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. APERMANENT - -HOT MIX PATCH' SHALL BE PLACED. WITHIN 10 DAYS .AND .SHALL : BE PER CITY,: OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF : RENTON, 1988 NAVD. 520 - 12. ALL DISTURBED' AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE :SATISFACTION OF THE .DEPARTMENT FOR .THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON APROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS. FOR 2 ROAD. AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY. LEVELING OF THE .TRENCH BOTTOM OR THE TOP OF THEIFOUNDATION.MATERIAL; AS WELL AS PLACEMENT AND - :COMPACTION _OF REQUIRED: BEDDING; MATERIAL, TO UNIFORM: GRADE SO THAT THE !ENTIRE LENGTH.OF THE PIPE WILL BE 'SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES: ABOVE AND BELOW THE PIPE.. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 1) 3034, SDR 35, OR DUCTILE IRON CLASS 50. 510 15. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE' FINISHED GRADE. IN: PAVED' AREA, COVER MUST SLOPE: IN ALL DIRECTIONS TO MATCH PAVING. . .SHEET INDEX S 1 - SEWER PLAN AND PROFILE 2 - DETAILS na2Y7x1 eaEV 3, - T.E.S.C. & REHABILITATION PLAN 500.00.. , +00 5 +00 4 +00 3 +00 2 +00 00 c�gUPE Gall NOTE: befOCe -you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. q° o RECOMMENDED CHECKED FOR OMPLIAN CCE A IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE FOR APPROVAL TO CITY STANDARDS -�,�' EXACT VERTICAL AND HORIZONTAL LOCATION OF BALL EXISTING UNDER - CCC• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO Oj\ 1- 800 - 424 -555.5 REPRESENTATION IS, MADE THAT ALL EXISTING UTILITIES ARE SHOWN 332 DATE - HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES t� UNDERGROUND SERVICE (USA) NOT SHOWN: OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. TONAL DATE AVOID CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1 -800-424 -5555. BY DATE UTILITY L.NES. IT'S COS TLY O Z - /06 G:\Lnnd Development R2 Projects\ 1600\ 1673 - 018 \dwg \TOpo- 3oundary \1673- 018T.dwg 10/6/2004 2�08�05 PM PDT E(PBW 11/30 CD S13i2161 SCANNED OCT 2 7 2006 { lm2 t ASPHALT SHALL BE NEATLINE :CUT NTH.. SAW. IN A CONTINUOUS LINE. A MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. APERMANENT - -HOT MIX PATCH' SHALL BE PLACED. WITHIN 10 DAYS .AND .SHALL : BE PER CITY,: OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF : RENTON, 1988 NAVD. 520 - 12. ALL DISTURBED' AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE :SATISFACTION OF THE .DEPARTMENT FOR .THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON APROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS. FOR 2 ROAD. AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY. LEVELING OF THE .TRENCH BOTTOM OR THE TOP OF THEIFOUNDATION.MATERIAL; AS WELL AS PLACEMENT AND - :COMPACTION _OF REQUIRED: BEDDING; MATERIAL, TO UNIFORM: GRADE SO THAT THE !ENTIRE LENGTH.OF THE PIPE WILL BE 'SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES: ABOVE AND BELOW THE PIPE.. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 1) 3034, SDR 35, OR DUCTILE IRON CLASS 50. 510 15. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE' FINISHED GRADE. IN: PAVED' AREA, COVER MUST SLOPE: IN ALL DIRECTIONS TO MATCH PAVING. . .SHEET INDEX S 1 - SEWER PLAN AND PROFILE 2 - DETAILS na2Y7x1 eaEV 3, - T.E.S.C. & REHABILITATION PLAN 500.00.. , +00 5 +00 4 +00 3 +00 2 +00 00 c�gUPE Gall NOTE: befOCe -you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. q° o RECOMMENDED CHECKED FOR OMPLIAN CCE A IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE FOR APPROVAL TO CITY STANDARDS -�,�' EXACT VERTICAL AND HORIZONTAL LOCATION OF BALL EXISTING UNDER - CCC• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO Oj\ 1- 800 - 424 -555.5 REPRESENTATION IS, MADE THAT ALL EXISTING UTILITIES ARE SHOWN 332 DATE - HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES t� UNDERGROUND SERVICE (USA) NOT SHOWN: OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. TONAL DATE AVOID CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1 -800-424 -5555. BY DATE UTILITY L.NES. IT'S COS TLY O Z - /06 G:\Lnnd Development R2 Projects\ 1600\ 1673 - 018 \dwg \TOpo- 3oundary \1673- 018T.dwg 10/6/2004 2�08�05 PM PDT E(PBW 11/30 CD S13i2161 SCANNED OCT 2 7 2006 { lm2 t D a \ o � o � I o z O 0 z LLJ X LLJ ry W J Cn cn Li � Y L` p c .o c � "RR �CC zs„ Gv O �g� m�« W z6. M� UQ6 W �oCC 24 "x 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN ?ELOW STREET GRADE MANHOLE FRAME AND COVER 6' SEE DRAWING BR29 NOTES: 12" MAX. 25" - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 6" ON 6" Y BRANCH CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS NOTE: 21" ARE INSTALLED. DO NOT USE WITHOUT WRITTEN i RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. APPROVAL OF THE WASTEWATER IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. UTILITY: 4" MIN:. 5. ALL JOINTS SHALL BE GROUTED. ' STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) 6-1/2" WITH A HIGH 'SOLIDS URETHANE COATING; CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL'OR APPROVED EQUAL; 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. NOTE: 48^ 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. i 9: CONNECTIONS 70 MANHOLE SHALL BE MADE USING GPK LONG 6" 1/8 BEND 12' (TYP) MAX. PIPE SIZE — 21" I.D. ADAPTOR, KOR —N -SEAL BOOTS OR APPROVED EQUAL. LADDER —STD. ALUMINUM OR GALVANIZED STEEL MORTAR CONCRETE SHELF FILLET 1 1% PRECAST BASE SECTION AST IN SHELF. - STANDARD 6" X MAIN SIZE TEE I i OR C ELF. 6" MIN. 45' SEWER MAIN SIDE SEWER RISER CONNECTION 6" MIN: (TYP) SANITARY MANHOLE TYPICAL DETAIL To SEWER MAIN SANITARY MANHOLE TYPICAL DETAIL \A Y p c Y ADOPTED ADOPTED v crt7 oe RENTOx vO c1T of RENTON NOT TO SCALE STANDARD PLANS STANDARD PLANS LST DATE: 12/96 LST.. DATE: 12/96 iD /17/9fi EDITED TEXT DCV AG 12/96 Uil.e teal -el—t to .11'x17•. DCV. AG 3/8/96' ADDED NOTE. EDIT TEXT. DCV AG DWG. NAME: BR28 SP PAGE:'6071 DATE REVISION BY. APPR' DWG. NAME: BRO8 SP PAGE: 8081 DATE REVISION BY APPR' II 1 PROPERTY LINE z 6' —O" o FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER- r N.T.S. 1 1/2' FULL -WIDTH - z 2' x 4" STUD` SERVICE MARKER PAINT UPPER �J r 1' H 2.5' --- 1' 1' I� TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE MIN MINI MIN IMIN MINI OVERLAY STAN DA z I I COUTYN STANDARDS WORDING "SEWER" WITH 3 HIGH BLACK LETTERS. fy_ AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD: 6.5• MIN. 0 ac 0- OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 1 1 2.5' —{ 'I. 1 MIN IMIN I MIN I MIMIN IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS 2" CLASS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. WHEN OF PARE OR ... : ". ' -' .'. .EDGE F- PAVfMfNT. 60 ALLOWABLE MAX." VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 ' PIPE SEWER MAINS ARE TO BE CORE DRILLED 2' CLASS 'e' �ACP cLgss 'f' OR 'B' FOR CAST IRON PIPE 6" CRUSHED OR DUCTILE IRON PIPE. ' " SURFACING TOP COURSE 2 TO 6" CLASS 'E' " CENTER LINE OR CRUSHED ROCK, - 1:3:5 MIX &EE _ \��NG CLASS 'B' LANE LINE AS REQUIRED BY BY ENGINEER CONCRETE p BLOCKING 2% MIN SLOPE 6s' MIN. OF C HORIZONTAL GRIND OR2SAWCUTM ND REMOVE TYPICAL PATCH FOR FLEXIBLE x PAVEMENT WHEN PERPENDICULAR TO w W > SEWER MAIN 1 ROADWAY CENTERLINE m , SEWER MAIN - • SEE DWG# HR —O5 FOR MINIMUM STANDARDS 6' MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION t., ELEVATION STANDARD SIDE SEWER INSTALLATION 1� z z (SEWER MAIN TO PROPERTY LINE) SgUPE \CY p ADOPTED Q�w °E saw w NOTE: W UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY * * crlr of RENTOx ON LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. pO2 STANDARD PLANS RECOMMENDED OR APPROVAL �iiuee F NC O IST DATE: 12/96 F II 10/17/9 Edited note. DCV AG DWG. NAME: BR39 SP PAGE: B078 1 TONAL DATE REVISION BY APPR' EX um 11/80/06 er Cal I NOTE: CHECKED FOR COMPLIANCE before CU. TO CITY STANDARDS e., Dt,g., EXISTING U11UTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT OF EXISTING: UNDER- DAB VERTICAL AND HORIZONTAL LOCATION :ALL GROUND, UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO, 1 -800- 424 -5555: UNDERGROUND SERVICE (USA) - REPRESENTATION IS MADE THAT ALL EXISTING UTIUTES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES DATE AVOID CUTTING UNDERGROUND NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PRO. ER LOCATION. UTILITY LINES. ITS COSTLY CALL BEFORE YOU DIG: 1- 800 - 424 — .5555. cp;S V7710'L SCANNED OCT 2 72006' 3 Is - . �� a � s EROSION CONTROL NOTES PORTION OF THE SW '/,4/� iOF SEC X11, TWIN. 23 N., ;;RNG. 5 E., W.M. o n M 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A KING COUNTY, WASHINGTON _ E PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF - - A RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT - MANAGER 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION �OpO qS k AS PRESCRIBED ON THE PLAN -SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. _ ALL REQUIRED SEDIMENTATION /EROSION - CONTROL FACILITIES O O MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING I \ �. Op I I i I I •, MiN AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN cp. r O (n Z WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A \ ,Y INV =519.8 12 "CONC _ m w SATISFACTORILY CONDITION UNTIL SUCH TIME THAT CLEARING + I I i,- 1� I AND /OR "CONSTRUCTION 1S COMPLETED AND POTENTIAL FOR ONSITE - I- EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE. T _ °- X Z REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL E+ \ ° SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. INV= 519.5(IOADS) I I I ;GRAVEL w 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON O r. I:.:. �_ IL THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET I I FI I = ry ANTICIPATED SITE .CONDITIONS 13¢.06' R 25' MIN. AS CONSTRUCTION PROGRESSES AND \ UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE I i L w> J SHALL ANTICIPATE. THAT MORE EROSION AND SEDIMENTATION CONTROL 0 5 10 20 30 I I'I sl - 12° MIN ? - m FACILITIES WILL BE. NECESSARY TO INSURE COMPLETE SILTATION 1 ILI..I Q CONTROL ON. THE PROPOSED SITE, DURING. THE COURSE OF ¢I Z 4 " -8" QUARRY SPACES CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY SCALE 1" = 30' Ic U) = OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE O I »I °I x ° I PROVIDE FULL WIDTH LJ..I NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF O O I �I< a o OF INGRESS /EGRESS AREA (n THE RECEIVING DRAINAGE SYSTEM. LOT 20 O I ' II wig I® INV =519.3 12 °CONC Y 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION 00 + O I I ' , ,� T +„ G c CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM T.L. 9353301120 - I T " ROCKED CONSTRUCTION ENTRANCE DRAINAGE DESIGN, SIZE. NOR .LOCATION OF PIPES, RESTRICTORS, ) - I I I ` I ., .... _ CHANNELS OR RETENTION FACILITIES. N.T.S. U 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, II �. C6 ALL PROJECTS DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE -- 1 n r FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) I I.: GAVEL m LLJ HOURS SHALL BE COVERED BY MULCH, SODDING OR PLASTIC 134.06' II` � I _f I - - 6' MIN. rc W - COVERING. ` :.a O F- 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND - -- rl- WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS €.. MIN. -DEPTI1 OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED - PE' ` -' OVERFLOW .SPILLWAY ' INV 578.512 "CONC I WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION ` -' - .r. -I'. I 1 I •`�Yjf�i�',`�G,�C Z� /1✓` .��`�y /�.�`Y CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN EX. 2" GAS GRAVEL o O m QUESTON..GRASS SEEDINGALONE WILL BE ACCEPTABLE ONLY DURING m �i; LINE 6 WEST OF O I 1/'` MIN. 1' DEPTH "• THE MONTHS OF. APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY I EDGE: OF PAVING _r I NATIVE SOIL OR:.. �y/`~` 2 " -4 ":ROCK PROCEED; HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE , I O - N I ® COMPACTED PERMITTEE,. BUT WITH MULCHING, . NETTING - O _ O �I I BACKFILL 'fy ' MIN. 1' DEPTH z W wr .. . .: M z ° OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE O 01 , 7. m o° SPECIFIED TIME PERIOD. (_) O tb - O _ + , GEOTCXTILE WASHED'GRAVEL ' z' -'- �-� $. 6. FOR. ALL EROSION' SEDIMENTATION CONTROL PONDS WHERE THE : O -� I I.'. "' -' -' " -•' " " - "" ' " n DEAD STORAGE:. DEPTH EXCEEDS 6- INCHES A FENCE, A MINIMUM OF 3 m U_ ,. .. .. ;r; .�F, ' > S FEET HIGH ISREQUIRED WITH 3:1 SIDE SLOPES. : (i� r ... ¢ €� c° 41 z.d 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 24' X 50' X 8" x ;: IQ € GRAVEL ''+ TEMPORARY SEDIMENT TRAP OUTLET • ' - -' o.=: OF 4 " -6" QUARRY SPALL S: SHALL BE .LOCATED AT ALL POINTS OF - I (i o .e. 3 "E 01..'0 VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. a N.T.S. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO 134.016' Vie. A MINIMUM OF 200'PSI OR 150:PSI OVER OPERATING PRESSURE IN - -' '" �' I: £ •;0,w M g. I �m y- __ 4• 1' MIN. OVERFLOW w ° ACCORDANCE WITH: THE: SPECIFICATIONS OF THE CITY OF RENTON AND I m - �C". - ;.I'u^ rcO. THE WASHINGTON HEALTH DEPARTMENT. ALL PRESSURE TESTING - i.i� I I MIN. m H E SHINGTO STATE HE L DE L0 4 YCLONE FENl,<`�" DEPTH - - w I I p� SHALL BE DONE THEPRESENCE OF A REPRESENTATIVE OF THE _. , 'jf W�z ,., : - ;. n m CITY OF RENTON. + r: __ V= 17.7 12 "CONC F:. I� - 4` °i z 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE I IN 5 ( ) (n, < I I 3 INJECTION OF A 50 PPM MINIMUM CONCENTRATION CHLORINE WATER O. --- a 2' SETTING DEPTH m E q -11g SOLUTION..DRY CALCIUM SHALL NOT BE PLACED .IN - -' R O s I p. "- �. 1 SWALE THE PIPE AS LAID. CHLORINE. SHALL BE .METERED /INJECTED _r_ I + II x I 1.5 SEDIMENT STORAGE // / / +// ,.�i,�n•�. 8 ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11:3(12)F OF THE -+- w � 1 8 O I;QI� •j : \�� MIN. r r m STANDARD. SPECIFICATIONS REFERENCED IN 1 ABOVE. _ O _ LOT I v O a ;�/ •, , / / /,.. //. /,/ �// /, i DEPTH ,�. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED, PRIOR TO ANY co -. - .:0 I ggI la I � -' �. ++ 3/4. -1 1/Y WASHED GRAVEL CONSTRUCTION. .A MINIMUM OF 10 10 WORKING .DAYS NOTICE IS `� I - h'i I¢ / I- ,•," `• .; U) , IIj ( ) PR CON A _ I ;, ', -. NOTE: MAY CONSTRUCTED 1' DEPTH �;; ,. ., Y ✓ g� REQUIRED FOR SCHEDULING, PRIOR TO SCHEDULING THE E m I 1 1 00 I.. PERMIT INFORMATION SHEET MUST BE SUPPLIED. TO THE - UTILITY __ T.L. 935330. - :BY EXCAVATION OR BY BUILDING 2"-4" ROCK O I �I 4- ENGINEERS OFFICE TWENTY FOUR HOUR NOTICE WILL BE REQUIRED � : A BERM. PRIOR TO STARTING NEW CONSTRUCTION. 0 1 I m a AVEL J j 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE Lill I I I �I..I _a_ TEMPORARY SEDIMENT :TRAP ALL NECESSARY PERMITS PRIOR TO STARTING. CONSTRUCTION. J Y' 12. INSTALLATION OF CORPORATE STOPS, WATER :SERVICES, LINES `+ CATCH BASIN I I / I... �Q� I N.T.S. AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE - AGREEMENTS, TOP =520.9 21''m" D21' I 25' _ CYC ONE FENCE METER APPLICATIONS, CONSTRUCTION PERMITS, AND .PAYMENT OF r` INV = 517.6(12 "ADS.W) I : I 134.06' I V I FEES HAVE BEEN MADE' TO THE CITY OF. RENTON. - -' _- GRAVEL j 13. ALL CONNECTION TO EXISTING MAINS TO : BE ACCOMPLISHED BY A CATCH BASIN �. I �' I �I II al 2 "X4" WOOD POST, REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL S THE TOP =520.9 o _ Y CONTRACTORS RESPONSIBILITY. TO NOTIFY THE CITY INSPEr_.TnR 24 `�'. INV= 517:3(12 "ADS E) w. I , al :. r . STEEL FENCE: POSTS, o I HOURS IN ADVANCE OF BACK LUNG ALL CONSTRUCTION. THE INV =517.2(121AD5 N).- I Q. TEMPORARY I I al.F gg REBAR, OR EQUIVALENT ¢$$ d CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAINAGE MANHOLE I Q p LOT � 7 SEDIMENT I DRAWINGS. 'TRAP ol� ( _ 2 °X2 "x14 GA:. WIRE D.5'' 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOWOFF RIM =521:8. - :.� zo O Z (T - 00 I I a - m ' OR EQUIVALENT, IF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL INV= 515.2(24 "ADS SE) I : O T.L. 9353301 O.9 OTEMPORARY I wl STANDARD STRENGTH TIE -IN. : INV= 515:2(24"ADS SW).. w. 00. 12° CULVERT O S I ) \ - INV= 515:2(15 "ADS N) FABRIC USED 16 ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ° c PROTECT STORM TREES TO ROCKED I E,ml z INV= 517.312 "GONG "' ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING u I SYSTEM IN�,S� BE REMOVED.:..CONSIRUCTION �' COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY TE NV= 517.4(12 ADS:S) u ;:PIPE FROM .ENTRANCE I I I- I `< =..'i i" WATER Y OF COLUMBUS NV= 516.7(18 DI W) u � ° w + •+ „ �r ,+ r ^' •' FILTER FABRIC ,. r... +.... 6. ' _ h ° ,a. :'SEDIMENT STABILIZE &: HYDROSEED. to 1s'c I I : �. Z, .�_. : 2.0' 17. ASPHALT AND CONCRETE STREET PAVING -SHALL BE:S.,,,CU -,0 .,- - - -- - n - TEMPORARY RBED AREA B 1 ° ATCH BASIN -.:.j ..SILT n ,a MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS, MAY BE SPADE y,. SEDIMENT ,::IN TYR'r"b s'c! I _ > T=.2 (FENCE u /.,, TRAP �',¢.� ,? °�_: I �• v .INV= 517.012 "CONC a CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,. 6d so- ¢ ¢ w y s GUTTERS AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM .5(12"ADS:N) u 3 °- DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION :. C51.5(72 MDSE) TDP. =521.5 pIp S. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON INV = 518.42 p X ) -- �' "'- �• » I N rt' O m THE DAY ON INITIAL EXCAVATION. WITH A PERMANENT, SEALED PATCH (12 "ADS W) II ) _ I MINIMUM 4x4 TRENCH N.E. 6TH S TO BE OR SUB RA CITY. OF RENTON POLICY, WITHIN TEN DAYS. i� N to c : W W w W W -- BACKFILL TRENCH > CALL FOR. SUBGRADE PRIOR TO PLACEMENT OF FINAL PATCH. 'SILT )� %' tat6•A e o N t L S.E. 124TH ST / 0_ o _ �- -- / 6'A -w NATIVE SOIL � F a °a TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR EX. 10" SS raz ;`?? e_ , 1 - - m - 32 -1.5" WASHED `GRAVEL •11932.> WRITTEN APPROVAL OF THE INSPECTOR. - ss ----•- s,�.- X.B" S -- - • - �' - z•,.T_ -r; 12 "I1 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC , 4, ! 6A - 1O :w m USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE �' s °° so- -s `Pr°- -` u '•` •,e•n A_ 80 .UNDER - IMPROVED AREAS, ALL CHEMICAL PROCESS LINES SHALL BE SI- s-- so- s6- -"so -- I. ti.-. 6c. GFENCB'�tz'c �F \ SCHEDULE BO PVC PIPE. 11/80/06 FOUND RASS PIN c ,FOUND TACK /WASHER IN CONCRETE II vi :ern t ss s / IN CONCRETE t1 6'WOOD "FENCE _ / I ATCH BASIN w w ZT y(12 -CONC m I I SILT FENCE DETAIL RECOMMENDED I °c o °c m j `�- I `(15 CONC� ;::(12 °GONG i I i rOP =sns H.rs.' FOR APPROVAL IZJ ° ZO INV 57 4 .=° GRA L I °° INV - 574.6(12 "GONG S) INV =515.6 INV 5141 15 CONC o (18 °ADS) (4-PVC) TOP-518.4 CONCRETE m I°�� I m 0 µ+ v N m RESTORE DITCH 0 NOTE. INV = 514.1(15 "CONC E) II I "' A CHANNEL WITH o I ANY WATER PUMPED FROM INV= 514.1(15 "CONC W) 3 ••••, �.Z i > > 1' THICKNESS INV= 514.0(12 -CONC N - 1-'' , w CATCH BASIN Z w w y DRAINAGE' DITCH SHALL BE ) I I I ° I TOP -517.7 .. .. By In w 4 " -8' RIP RAP DISCHARGED TO TEMPORARY INV= 514.0(12 -CONC S) q I I i z. INV= 514.8(12 "CONC N) SEDIMENT TRAP I m I INV= 514.8(12 "CONC S) CHECKED FOR COMPLIANCE U a N N �= I,! TO CITY STANDARDS DAs_ _ o � zc V) m N I I, I _ DATE w ' DNTE u L to n Call NOTE:. U7 _ N w EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. 0 bAfO�e,' yOV IT SHALL :BE THE CONTRACTOR'S RESPONSD3IUTY� TO DETERMINE THE - o GROUND U11U71E5 PRIOR TO COMMENCING CONSTRUCTION. NO C EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - m 1 -SOO- 424 -S5S5 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN -o. m i > UNDERGROUND SERVICE (USA) -' HEREON. '7HE ENGINEER ASSUMES NORESPONSIBIUTY FOR .UTILITIES a - : AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. m. a - UTILITY ONES. ITS COSTLY CALL BEFORE' YOU DIG: 1- 800 -424 -5555. L Z J �Oh 332�D3 SCANN,EO OCT 2 7 2006 I , r a o o I O_ M t\ z O Z w LLJ J � W X p W � W Q LLJ z < W U) r PORTION OF THE SW Y4 OF SEC ,11, TWN. 23 N., RNG. 5 E., W.M. _ (!) I 1 ZS Nv sta Nv =s17.7 ;, I e�a� ovERLrtr —fie o� rASiy�rl� (� (12 ) o °p (12 "CNC (i2'CNC) W STA 5+89. 517 +� N ¢ o z CATCH BASIN GRIND AT 593H/ 2 S;![.Z$"' ct 61 PVC SS SERVICE e v TOP =51aa _ W - r> STA. 2 +37, 5RT c a - NV 7a - N �> y ¢ O 2S IBi.. TYP_ a Cn OVERLAY (MATCH PAVING) mz ra Nz SSMH/ 7 (75" C} INY 574.1(15 GONG E) �I Cry RDA _ (MATCH PAVING) ` INV= 514.1(75 CONC W) NVaSB8.38"SDS.2'}' m o NV=S�Q:07 (8-P7) INV= 514.0(12"CNC N ) y`> n w g lil �lgRTtt smE) zn INV -500 (TO•w) r Q i _ NV =514.0(7rCNC s nNORTH �v LnN n O (PROVIDE KNOCKOUT ON E. &.S. SIDES') ._, — INSTALL 1' MIN. CLEARANCE �"' ,ue<re.. nrwoeurc a+'` F6Y5'I'. N I 'Y KING COUNTY, WASHINGTON DEVELOPER BASIC VENTURES 18211 MAPI.EVALLEY WA 98038 MAPLE VALLEY, AVENUE 980. N _ __ I GRADING NOTE ENGINEER ... ` �. �_�",_<, .__.. •_•• ••• �. :.r' —:: .11 .- TOP -517.5 .CATCH BASIN INV= 575:6(12 'CGt, N) GRADING WILL BE LIMITED TO BAIMA:. & HOLMBERO I NC. •- •'• •" IN 519.9 72 "CNC _ Ex 2' GAS LINE .... 1 1/2- FULL WIDTH OVERLAY PER KING COUNTY STANDARDS INV- 517.3. INV =517.0 N r I INV= 514.7(72 "COPC S) 514.1(15 W) z CATCH BA°..: SEWER TRENCH EXCAVATION - AND $ACKFILLING. THE - GROUND SURFACE SHALL BE S . 100 FRONT STREET ISSAQUAH. WA -98027 (425) (425) 392 -0250 INV =579.6 ^IN�V =519.� EDGE OF PAVING ® - =zc� �.�— N (12 -GONG) I vi I TOP =517.7 7.. iNY=S -COAC S) RESTORED TO ITS .EXISTING .HORIZONTAL DATUM/BASIS OF BEARING , NAD 83/91 PER CITY OF RENTON POINTS 1845 & 1852 n - - 8(12 GRADE. .CONTROL w " w w S I I p w TU VERTICAL DA M NAND PER CITY OF RENTON - - -- AC 6 WA - `-------- - -I- -- � -- CONTROL OL P OINT 1852 6t 4 4 155TH AVE SE S' MN. 1 MIN. — BENCHMARK FOUND .3" BRASS SURFACE MONUMENT _ -� - - — (S. E STREET) AND 148TH AVENUE — � , .. —�— ._— . — '— .. — ..— __. —.. —__ _ `'�— — '— '— — • -- ssE �� —��— � — " —'�� GRIND AT w S.E. CITY OF RENTON CONTROL POINT 1852 ELEVATION = 454.77 NAVD 1986 _ (!) I 1 ZS Nv sta Nv =s17.7 ;, I e�a� ovERLrtr —fie o� rASiy�rl� (� (12 ) o °p (12 "CNC (i2'CNC) W STA 5+89. 517 +� N ¢ o z CATCH BASIN GRIND AT 593H/ 2 S;![.Z$"' ct 61 PVC SS SERVICE e v TOP =51aa _ W - r> STA. 2 +37, 5RT c a - NV 7a - N �> y ¢ O 2S IBi.. TYP_ a Cn OVERLAY (MATCH PAVING) mz ra Nz SSMH/ 7 (75" C} INY 574.1(15 GONG E) �I Cry RDA _ (MATCH PAVING) ` INV= 514.1(75 CONC W) NVaSB8.38"SDS.2'}' m o NV=S�Q:07 (8-P7) INV= 514.0(12"CNC N ) y`> n w g lil �lgRTtt smE) zn INV -500 (TO•w) r Q i _ NV =514.0(7rCNC s nNORTH �v LnN n O (PROVIDE KNOCKOUT ON E. &.S. SIDES') ._, — INSTALL 1' MIN. CLEARANCE �"' ,ue<re.. nrwoeurc a+'` F6Y5'I'. N I 'Y