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Home My WebLink AboutS-286502�nn a a rrqq v� � N Im Q 7 o a 0 0 a C _M 0 E H -1 E '/ U � w �d c E v y E m rn� 9L E v Rio 0� g 1 J- 6 d �` 2 i I L� w Z J d O IL l } Z ll 0 F Z U O D F Y O j O n 3 Z w 0wo 0 n0 U) = M Q w 0 11 Z W O 70 n s _jO�n� s.e.1 /4, d SECTION up, TOWNSHP 23 N, RANGE 5 E, WM �¢ �I w �� rZ ar0 N NQ '0 a, N fND� II II nit JO H JZ in WJ N W W 70 I +00 z +0v PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. o C� S.D.M.H. NO. 4 - TYPE II -48' GROUND - - - --_ - -- Q w /SOLID LOCKING LID II $ I RIM EL =62.0 (MATCH EX. GROUND) ° - - - FINISHED GRADE - 4' W. TO 12' sax _ - +1.00% NEW I.E. 24 "(NE) =55.06 120.1' -24 ADS N -12 0 0.12% 60 41- 8' -?A-" ADS NEW I.E. 12 "(SW)= 51x.06 - -- EXIST. GROUND - - - - - - - - - - - - - - -- - - - - -- 60 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 & I.E. PRIOR TO CONSTRUCTION OR OR - 0.12% ' OF MATERIALS. a0 80 accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. 170.3' -8" PVC SDR 35 0 0.40% 0 1.53 • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. 50 w /SOLID LOCKING LID w /SOLID LOCKING LID S.S.M.H. NO. 1 - TYPE II 48" 9. A copy of these approved plans must been tic job site whenever construction is in progress. RIM EL =62.0 (MATCH EX. GROUND) RIM EL. =63.0 (MATCH EX. GROUND) 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING 50 TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. 59.2' -12" ADS STA. 0 +04.50, 5.0'RT.(PRI . DR.)= SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. CB. No. I- TY 1 O 01 STA. 0 +00 (SAN. SEW.) W ni STA. 2+1s3.7q 6-S' LT. ERING C.B. NO. 2 - TYPE I RIM EL.= 64.23 (MATCH E EX. I.E. 15 "(SE -NW) =57.0 . PAVEMENT) EXIST. GROUND ELEV. CR. 1> Iz" L: _ [� -7�' , iNUi�94.1 w /SOLID LOCKING LID RIM EL. 62.0 MATCH EX. GROUND) 40 ) NEW I.E. 8 "(NE) =57.62 Fl�NIS EDP GRADE . O ELEV. 4 0 40 I.E. 12 "(NW) =59.70 ce M N M 0p r7 °n M (V I +00 z +0v PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. o g S.D.M.H. NO. 4 - TYPE II -48' GROUND - - - --_ - -- Q w /SOLID LOCKING LID II $ I RIM EL =62.0 (MATCH EX. GROUND) ° s. e EX. I.E. 18 "(SE -NW) =55.04 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be NEW I.E. 24 "(NE) =55.06 120.1' -24 ADS N -12 0 0.12% J 41- 8' -?A-" ADS NEW I.E. 12 "(SW)= 51x.06 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of EXIST. GROUND CONTRACTOR TO VERIFY LOCATION, PIP r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 & I.E. PRIOR TO CONSTRUCTION OR OR - 0.12% ' OF MATERIALS. 5 FLOW LINE TO BE DIRECTED TO CATCH] BASIN AS SHOWN ON PLAN 7n arvv S.S.M.H. NO. 2 - TYPE II -54" SHALLOW MANHOLE TYPE B STA. 2 +74.84, 5.0'RT.(PRIV- RD)= STA. 1 +70.34 (SAN. SEW) RIM EL. 62.48 I.E. 8 "(SW) =58.30 70 60 arvv ----- - - - - - -- GROUND - - - --_ - -- - - - -- - - - - -- 70 24"x 6" FRAME AND LIP PER DRAWING BR29. I O_ s. 70 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be 52.4'-21-" ADS N -12 0 0.12% 120.1' -24 ADS N -12 0 0.12% .. 24" - 41- 8' -?A-" ADS N -12 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of EXIST. GROUND 50 r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 and correct location an a to avoid damage or disturbance. - 0.12% ' -- - - - - -- a0 80 accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. S.D.M.H. N0. 3 -TYPE II -48" S.D.M.H. N0. 2 -TYPE II -48" 78.6 -12 ADS N -12 0 1.53 • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. all other w /SOLID LOCKING LID w /SOLID LOCKING LID N-12 ®4.129. NOTES: 9. A copy of these approved plans must been tic job site whenever construction is in progress. RIM EL =62.0 (MATCH EX. GROUND) RIM EL. =63.0 (MATCH EX. GROUND) 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING sped and signed by a licensed pmfasional engineer or licensed profbsiorul surveyor. TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. 59.2' -12" ADS 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY I.E. 24 "(SE -SW) =55.12 I.E. Z4 "(SW -NW) =55.27 SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. 40 . SIZE O 01 1 /�v , , ^' SHALLOW W MA ICJ N 0 LE _ -1 7W- ® W ni 50 ERING C.B. NO. 2 - TYPE I C.B. NO. 1 - TYPE I w /SOLID LOCKING LID RIM EL. 62.0 MATCH EX. GROUND) STA. 2 +63.79, 8.5- LT.(PRIV R GR. EL. =62.20 I +UU ,Urvv 24" PUBLIC STORM DRAIN SCALE: 1" = 20' HORZ. 1" = 10' VERT. 26' w w EASEMENT 3' 20' Iw al A.C. PAVEMENT Ice w 18" ASPAHLT WEDGE CURB f `% BACK O WED GE cbo0 "•2" COMPACTED DEPTH WED CLASS "B" ASPHALT ASPAHLT WEDGE CURB 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE Elf GRAVEL BASE MAY BE REQUIRED PRIVATE ROAD TYPICAL SECTION N.T.S. C3 wwp_ a> _286s Z arvv S.D.M -H. NO. 1 - TYPE II -48° w /SOLID LOCKING LID RIM EL =62.8 (MATCH EX. GROUND) EX. I.E. 18" �SE -NW) =55.32 NEW I.E.24 (NE) =55.32 CONTRACTOR TO VERIFY LOCATION, PIPE SIZE & I.E. PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. S.D.M.H. NO. 4 - TYPE II -48" w /SOLID LOCKING LID RIM EL =620 (MATCH EX. GROUND) EX. LE 18'�SE -NW) =55.04 NEW I.E. 24- (NE) =55.06 NEW I.E. 12 "(SW)= 5Lo.06 CONTRACTOR TO VERIFY LOCATION, PIP & LE- PRIOR TO CONSTRUCTION OR ORI OF MATERIALS. - so I +00 arvv 12" PRIVATE STORM DRAIN O SCALE: 1" = 20' HORZ. 70 24"x 6" FRAME AND LIP PER DRAWING BR29. I O_ s. 70 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be , t,• _. ion 24 boom by tic Transportation Division 24 IrOmmrs in advance. by die notified 24 hours in advance. .. 24" - be in with "Standard Speeifi -ions far Municipal Public Works Construction" 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of EXIST. GROUND Revlon Standard Specifications. r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 and correct location an a to avoid damage or disturbance. ------ - - - - -- - - - - - - -- - - - - -- coatmetor's responsibility to sam v all necessary Permits prior to starring construction. the City of Renton.) it shall be the um!ractor's responsibility to notify the City 80 accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. 6. Contractor is solely tespmnible for the means, methods and scquemm of onnstruetion and foe the safety of worker 78.6 -12 ADS N -12 0 1.53 • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. all other N-12 ®4.129. NOTES: 9. A copy of these approved plans must been tic job site whenever construction is in progress. I- STEPS TO BE 3/4" - 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EOUAL 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING sped and signed by a licensed pmfasional engineer or licensed profbsiorul surveyor. TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. 59.2' -12" ADS 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY depth of It inches, thorough! tamping each I to 93 of maximum density. These compacted layers must the trench. Materials to complete the fin over SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. ao mechanically compacted. Cuts into the existing asphalt shall be matlim cut with saw in a Continuous be immediately after backfmli and compneim. A pesmnent hot mix patch shall be 1 /�v , , ^' SHALLOW W MA ICJ N 0 LE _ -1 7W- ® temporary mix patch must placed placed within 10 days and shall be per City of Raton current standards. 50 C.B. NO. 2 - TYPE I C.B. NO. 1 - TYPE I w /SOLID LOCKING LID RIM EL. 62.0 MATCH EX. GROUND) STA. 2 +63.79, 8.5- LT.(PRIV R GR. EL. =62.20 ) 4 0 I.E. 12 "(SE -NW) =58.50 I.E. 12 "(NW) =59.70 40 SIZE °• cti N ERING I +00 arvv 12" PRIVATE STORM DRAIN SCALE: 1" = 20' HORZ. 1" = 10' VERT. 24"x 6" FRAME AND LIP PER DRAWING BR29. SANITARY SEWER N07 ES & SPECIFICATIONS I. All work msterids shall be m cenfonnancce "b the surdards and specifduf3ons of the City of Rantm end the fatal s. edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be , t,• _. ion 24 boom by tic Transportation Division 24 IrOmmrs in advance. by die notified 24 hours in advance. .. 24" - be in with "Standard Speeifi -ions far Municipal Public Works Construction" 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of - 1 Revlon Standard Specifications. r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an L _ and correct location an a to avoid damage or disturbance. waueE r ro s 3. A prucamstnactim eanPorernce and • 24 hour nnlloe (hall be required prior to sorting new can. (true e ct on be the (Inspection will be 4. S4. coatmetor's responsibility to sam v all necessary Permits prior to starring construction. the City of Renton.) it shall be the um!ractor's responsibility to notify the City • accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. 6. Contractor is solely tespmnible for the means, methods and scquemm of onnstruetion and foe the safety of worker _ _ and others on the construction site. • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. all other S. Plans approved bylhe City of Renton, Development Services Division, shall take precedence over plans. NOTES: 9. A copy of these approved plans must been tic job site whenever construction is in progress. I- STEPS TO BE 3/4" - 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EOUAL 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING sped and signed by a licensed pmfasional engineer or licensed profbsiorul surveyor. TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. I1. Dackfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY depth of It inches, thorough! tamping each I to 93 of maximum density. These compacted layers must the trench. Materials to complete the fin over SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 12. Open cat road crossings for utility trenches on existing traveled roadway sha11 be backfrlicd with crushed rock and line. A mechanically compacted. Cuts into the existing asphalt shall be matlim cut with saw in a Continuous be immediately after backfmli and compneim. A pesmnent hot mix patch shall be 1 /�v , , ^' SHALLOW W MA ICJ N 0 LE _ -1 7W- ® temporary mix patch must placed placed within 10 days and shall be per City of Raton current standards. 5-M65,402 DES J. Jq�,c )Q',e F ao�at I 16v TD 2R4 FDP. REI -tr. /OTVAL ` .Ale E7�IRE5: 3 700 NO. REVISION a ° " " "8 FR 1 3 4 I3. Datum shall be City of Renton, U.S.C. and G.S. 14. All disturbed areas shell be seeded and mulched m dicnvix stabilircd o file salisfaclim of the Department for the preventim of m -eitc erosion after time completion of construction. p 15. All pipe and appurtenances shall be laid on a properly Prepared foundation in accordance with Satins 7 -02.3(1) of tic current State of Washington Standard Specifications for Rand and Bridge Cmstructim. This shall include • necessary leveling of the trench bottom or the top of Jim inundation material ns will as pinccmenf and compaction of - required bedding material to uniform gmde so that the entire Icaglh of the pipe will be supported on a uniformly done unyielding base. Pipe bedding shall be Pa gravel 6" above and below the Pipe. _ 16. Sanitary sewer Pipe shall be polyvinyl chloride (PVC) rubber gmketod ASTM D 3034, SDR 34, or ductile iron elm So. 17. In unirnprovcd areas, _but. fo extend minimum 6 inch amt maximon In inch slave finished grade. In Paved arm cover mast slope to all directions IC match Paving. IN � maw �armwrant�Iwl�lOttl ,n�+aliaM.,n.rm" D E P A R TM E N TT O F R B N T N L WORKS ENGINEER: ROAD & UTILITIES PROFILE JAEGER ENGINEERING CONRAD SHORT PLAT q 1000 9419 South 204th Place DESIGNED: JdJ DATE: ?{JUDO FILE NAME: CON- ENG.DWG Kent, WA. 98031 DRAWN: DGL 1' =20' HORZ. Phone No. (206) 850 -0934 CHECKED: dJJ SCALE' i'�10' VERT. non' PAGE. DATE Fax No. (253) 850 -0155 APPROVED: SKEET: 4 °F- 4. SCANNED OCT 4 2000