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Home My WebLink AboutS-332701V � 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