Loading...
HomeMy WebLinkAboutS-270502~ NuirdExisting Building Height 15FT (Mme ABovr. =30 Fn W Gross Site Area 24,000 SF (0.55 Aa) 6 Existing Building Area 3,300 SF 6 Standard (3,300 SF/500 SF =7 m-- tMQ V) (n 20,700 SF 0 0� 24,000 SF (10(°✓.) e 10 Z 2 New Building Area 0 SF �I New Surfacing(Pavemeat -3,350 SF (ad reduction due to replacement Building Setbacks: tl�t,,! 3 wither ,ec.} Side Required- 10 feet Frrmt Required- 25 feet Side Ros4ded/ Existing - 20 feet Fmm ProvidedlE_ j�/ir J Future Building Area 3,300 SF 25 feet 4-IJ j Ce Future Surfacing/Pavement U.350SF Landscaping: 15 FT strip along footage rerpored /provided '4 Future Impervous Surface 20,650 SF (86%) _ ri Y J v) 1.116!! LOW J/INrPE�eS. � RWAID"I spwe /A-6 e ^ N I TN2dU6"17 57E/P o� TYPIL'A L L AND3rAP I IV 6 r a.°- l _ ,8 °C) �E a c� c° H z =L � cowN a � �o L) W c =E 'E CN d� S ikQ o S PARKING, LOT COVERAGE AND LANDSCAPING ANALYSIS NuirdExisting Building Height 15FT (Mme ABovr. =30 Fn Gross Site Area 24,000 SF (0.55 Aa) Parking Stalls I fie Existing Building Area 3,300 SF 6 Standard (3,300 SF/500 SF =7 m-- tMQ Existing Surfaong(Pave:nent 20,700 SF 0 Existing Impapivus Surface 24,000 SF (10(°✓.) Access 2 Ea 30 FT Driveways on SW 16ib Street (wristmg) I Ea 24 FT Driveway on Tayka A c SW (ems 10 Z 2 New Building Area 0 SF �I New Surfacing(Pavemeat -3,350 SF (ad reduction due to replacement Building Setbacks: tl�t,,! 3 wither ,ec.} Side Required- 10 feet Frrmt Required- 25 feet Side Ros4ded/ Existing - 20 feet Fmm ProvidedlE_ j�/ir J Future Building Area 3,300 SF 25 feet 4-IJ j Ce Future Surfacing/Pavement U.350SF Landscaping: 15 FT strip along footage rerpored /provided '4 Future Impervous Surface 20,650 SF (86%) _ ri Wildlife habitat: 2% required (480 SF) and 500 SF plus provided -r ` Ex, OFFILS SLD6, t A e- t i` N a e. `esrlf _ . -. Ems• ° OQ/Y EWA 5e t EX C6�G .PEPALt? /KESTO.PE E.T. G'ulGr! S/GHT GHS. [i.¢! /Ai F �fCE �P /c £ Q fV75I ZO6.00' o EX_ x b0 Zt.ao7 Z SSPrf/ psfi y : 2v' Dom, Xyv' �•� qa uz. t vi 'G p EX.6`H /6N S/6HT F -4 FL.'PRAINELOIA/ PT EX.SO/L PIONfTC2rN6 ��` f ¢ X t g d� P /U.f //Y6 fENIE �ZD' WELLS �p ILyG'I ►0 �� ••ct �V N@EW 4 °PI/C Ex, Z -HA `/ �,� �Y vile �! z-- � + 6 A t300 5F1 lNFjY "S -TYPES _ V� r 7DP= 07,6 Q P!/ p _ ZG.GI ✓ �, `h �r ry �� Q p L /E =/9./O RV /ElG9= /f,LB✓ - N 1,E f,Od OV7 1.0. 7d = Zvii A. o 1 rZ' (, R LdW PT, C.O. 7Ve = Z 1.6 7X x R x v /OO 691. 2 -,W1,1 .CT/11,tT ZL''�z /E _ /B, 9d Z� P' 2v'� 41W _5_-X ATOQ W G• HS -Zd LDIKING', C.0 -7OP tin = 2L4 77`. Fi t L /DS q7/i. VgqYLL7Cd. /E = /A_Sd / © Ae75 -SA) G' it15 NEW GSLFG "DZ_ i 11 NEW 6 "PYG SSS CSDL:3S) @O.S% c�2•r, nlN ,fir Y 6- LF � � a t `O LANOSIAPE i7P /C.pG •' to °3 -VINE MAPLES !(1 NEW /" / PE2 76 LF al acv W. S, LOW JfmIlReE3 : �Z� EX. S/6N CSEE OETA1L ? g, Ire p.L•z 7xANSpV� /St L.S� /S' Fx NYDeAlrT i /S-' ,P /W R 1 za- !e. S' EX CONC. WALK EX PB- FE Zf.33L -1 LINE = IEC l =Ill 4 6'SSS EX- "SSS /ECG) /R- 9p! me, Ei s - EX. - �EX. f °cos /zsLn E/r SD/yH FX_ W, IL. T' S-- Ica FX. /Z " YV K /'N EROSION CONTROL NOTES _ 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION F E L MEETING MUST BE HELD W[i THE CRY OF RENTON DEVELOPMENT SER VICES DIVISION PLAN REVIEW PROJECT MANAGER q b m _ All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be dearly flagged . in the field and observed during construction. cc 3. All required sedimentation /erosion control facilities must be constructed and in operation prior to land clearing and/or EL other construction to insure that sediment laden water does not enter the natural . drainage system. All erosion and Q sediment facilities shall be maintained in a satisfactory condition until 'such lime that cleating and/or construction is completed and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the petmittec. 4. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to } meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the a in periiunce shall anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may be neared by his activities and to provide additional facilities, over and above minimum requirements, as may be needed 6 protect adjacent properties and water quality of the R receiving drainage system. .. 5. Approval of this plan is for erosion / sedimentation control Drily. It deer not constitute an approval of storm drainage C design,, size nor location of pipes, restrictors, channels, or retention facilities. q6. During the time period of November I through March 31, all project disturbed sod areas greater than 5,000 square Z feet, that are to be left unworked for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic J O covering. N Er 7. in any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or n. more, all disturbed -areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question.. Grass seeding alone will be acceptable only during the months of April through September inclusive_ Seeding may proceed, however, whenever it is is the interest of the q, perm tree, but must be augmented with mulching, netting, or other treatment approved by the City of Renton, outside �n the specified time period. b8. For all erosion /sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of 3 feet high is required, with 3:1 side slopes. 9. A temporary gravel construction entrance, 24'x 50'x 8" of 4- to 6- inch quarry spalls shall be located at all points of O vehicular ingress and egress to the construction site_ Z ww -J - ' 7 ®t3' ) �i a A � w -run wawmerut;srtr! omen B� - fA T< Yi i. - �st•7 01 i_(1rtdAFER it WATER um= -GENERAL NOTES THESE NOTES SHALL APPEAR ON ALL PLANS SUBMITTED. f. 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 approved plans shall be kept on site at all times during construction- 2- The hours of work in the scree[ right-of-way shag be limited to 830 am to 3:30 pm on weekdays unless otherwise approved in writing by the Transportation Division at 2775772. 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 ofc)dsting uttTihes shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48 -Hours Locators, 1- 800424- 5555. 4. All water main pipe to be cement lined ductile iron pipe confomtutg to AW WA C110 and Cl l I. or latest revision, thickness Class 52 Cement mortar lining and seal coating shall conform to AW WA C104 or latest revision. Pipe joints to be push-on or mechanical joint Bedding to be Class C. All ductile iron pipe installed South of Sunset Blvd. (Empire Way, SR 900).and West of SR 167 (Fast Valley Freeway) or in soils of bigh resistivity shall be polyethylene wrapped per ANSUAW WA CIOS 7T Standards. 5. Cast iron and ductile iron fittings shag be cement lined, pressure rated as noted on plans, and in accordance with ANSUAWWA CI10 /A21.I0 -82_ Cement lining shall be in accordance with ANSUAWWA CI04 /A21A -85_ If fitting s are 3 inches to 12 imsdnes in diarnaff and have mechanical joints, the fittings shall be in accordance with either ANSUAW WA CI lO)A21 10-82 or ANSUAW WA CI53/A21S3 -84. 3 inch to 12 inch diameter fitting s which have mechanical joints and/or Hanged joints shall be in accordance with ANSUAW WA Cl IOLA21-10 -82 or a combination of ANSUAW WA CI IO /A21-I0.82 and ANSUAW WA C153IA21-53-84 such that the portion of the fitting with a mechanical joiot(s),.may be in accordance with ANSUAW WA C153/A2153 -84 and that portion of the fifting with flanged joim(s) shall be in accordance with ANSUAWWA CI INA2LI0 -82 Acceptance testrog. m accordance with section 5353 of ANSUAW WA C153IA2153 -84 or with section 10-43 of ANSUAW WA CI IOLA21.10 -82 shall be obtained by the contructorand transmitted to the owner- 6. Gate valves shall conform to AW WA -1500 and shall be iron body, brorved- ntomteel, double disc with bronze wedging device and O -ring stuffing box. Valves . shall be 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 a vault See water standard detail for 12' Gate Valve Assembly Vault and V Bypass Installation. 7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AW WA C- 504 -80 with a 6 inch inlet and a MVO_ of 5 inches, two 2 -12 inch hose noMes with national standard 7 inch, 60 degrees V, threads, O-D_ thread 4,875 and root diameter 46263,1-3/4 inch pentagon operating nut opened by taming counter clockwise (left). 8. All mater main 10 inches and smaller to maintain a minimum cover of 36 inches 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, - ater ruins are to be lowered toclear 9. All rater mains see (6) mcl- in diameter and larger shall be cloned with pipe cleating "PIGS" prior to disinfection Mite "Poly Pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb /cu ft. density foam with 90A duromc[er urcttiane rubber coating on the rear of 'PIG" only. "PIGS" shall be rylmdcr shaped n•ith butler nose or square end. The City will assist the contractor who will perform the cleaning operation. SAND /LdAl9 7,01 vW /L. Mix 9- All - -ins and services shall be presuretcsted to a minimum of 200 PSI or 150 PSI over operating pressurc, in lD7/ElZE� VV/ 2 " r//k accordance with the specifications of ft City ofRenton and the Washington State Health Department All pressure LAf/DSCAP.E 19910-1. testing shall be done in the presence ofa repnscetative oftbe City of Renton. L' /L 9b. All water mains and services shall be disinfected by the injection of a 50 ppm (minimum concemtation) eldomcfwamr solution Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chorine shall be meteredlmjected in accordance with Section 7- 113(I2)E or 7- 113(12)F ofthe Standard Specifications referenced in I above_ [•!l�PeP L %/VE 10_ A preconstmction conference is required prior to any construction. A minimum of 10 (tea) working days notice is - roTaired for scheduling. Prior to scheduling then piecon a permit information sheet must be supplied to the Utility Engineces Office _ Twenty -four hour notice will be required prior to starting new construe nom 11. It shall be the contractors respoatrbrTrtyto secure all necessary permits prior to starting construction. 12 Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment offees have been made to the City of Renton. AI 13. All connection to existing stains to be accomplished by the City of Renton, except wet taps which may be made by r M-01M.- A t] " /�' :. approved wet tap contractors with prior approval from the Water Utility Section. All necessary excavation and BY ` e/,sayu"ws F'jJ►7'� rf� -LS -Q$ materials to be supplied by the contractor and be on-site prior to City notifications. A N6rr A+SI'WWL7 S,Z QD SF A,C- .PE/iOYEL? fL -S.7 - 3.3 S-O Sy 14 ' Inspection will fie aceomphsbed by a represeaGhve of the City of Renton It shag be the conirectolsresponsibdity to not the City or 2d hours in advance of ba all construction The contractor as well as the Engineers o n�•rc v -rte -qr fy t3`�Pect �m8 .,�"fG shall keep as -built drawingc aY. j BY, i t 15. Contractor to pmvide plugs and temporary blow -offassemblies for testing and purity acceptance prior to final tie -in. ` ..XsE B..J N_ -W 5ERr, Section AA Z� 25 -SA Oil /Water Separator UT /L/TY V.41 ET C6 - /d0 6AL. Ir / t+ :f Section B-B SCALE 4'd' I6. All joint restraint.. systems (sbackle rods, nuts, bolts, etc_). shall be as manufactured a ctured by the Star Manufacturing No %"l WJF Company of Columbus.Ohio or equal approved in writing -by the Water Utility Section. -%2 I7_ Asphalt and concrete street paving shall besawcut to a minimum depth of two inches. Oil mat streets may be spade - cut_ All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an existing expansion joint T8_ A temporary cold mis asphalt pitch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Rcutm policy. within ten days Call for subi inspection prior to placement of final patch_ Tnericliet will not be left open over night without priorwritten approval ofthe Inspector_ - -- ---- -- I -S AND 2_-/67 19_ For Cry -5 Sochi _ a-t-„w f.. tW, the PVC pipe used shall be schedule 40 in unimproved areas. and schedule //Y i6EC!/AN65 80 under improved areas_ All comical proo:ss lines shall be schedule 80 PVC pipe. star: oaeai,r, _- 4=CS AVE SW ' 5/7F� 'z PKEPA.2ED 1 l7li P L E /6f/. P. E. p tffi57 4. - TUKW /LA. WA 998/68 S. W, r�T" ST. 0206) Z42 -7LL5- A vIMPiri � c,7� re / z s 2 ��Ia /in. 24X R 0 L L 1 /S' TYP, Z" IAL1PE.2 V/NE LM /N.-J i A1AP1ES e 36' .yax. sPecrlr� 17 Cs Q Z7' 0 t � k A X �a Q� v tiQ, 3 Z Y 1.116!! LOW J/INrPE�eS. RWAID"I spwe /A-6 TN2dU6"17 57E/P TYPIL'A L L AND3rAP I IV 6 /►°r DETAIL WATER um= -GENERAL NOTES THESE NOTES SHALL APPEAR ON ALL PLANS SUBMITTED. f. 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 approved plans shall be kept on site at all times during construction- 2- The hours of work in the scree[ right-of-way shag be limited to 830 am to 3:30 pm on weekdays unless otherwise approved in writing by the Transportation Division at 2775772. 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 ofc)dsting uttTihes shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48 -Hours Locators, 1- 800424- 5555. 4. All water main pipe to be cement lined ductile iron pipe confomtutg to AW WA C110 and Cl l I. or latest revision, thickness Class 52 Cement mortar lining and seal coating shall conform to AW WA C104 or latest revision. Pipe joints to be push-on or mechanical joint Bedding to be Class C. All ductile iron pipe installed South of Sunset Blvd. (Empire Way, SR 900).and West of SR 167 (Fast Valley Freeway) or in soils of bigh resistivity shall be polyethylene wrapped per ANSUAW WA CIOS 7T Standards. 5. Cast iron and ductile iron fittings shag be cement lined, pressure rated as noted on plans, and in accordance with ANSUAWWA CI10 /A21.I0 -82_ Cement lining shall be in accordance with ANSUAWWA CI04 /A21A -85_ If fitting s are 3 inches to 12 imsdnes in diarnaff and have mechanical joints, the fittings shall be in accordance with either ANSUAW WA CI lO)A21 10-82 or ANSUAW WA CI53/A21S3 -84. 3 inch to 12 inch diameter fitting s which have mechanical joints and/or Hanged joints shall be in accordance with ANSUAW WA Cl IOLA21-10 -82 or a combination of ANSUAW WA CI IO /A21-I0.82 and ANSUAW WA C153IA21-53-84 such that the portion of the fitting with a mechanical joiot(s),.may be in accordance with ANSUAW WA C153/A2153 -84 and that portion of the fifting with flanged joim(s) shall be in accordance with ANSUAWWA CI INA2LI0 -82 Acceptance testrog. m accordance with section 5353 of ANSUAW WA C153IA2153 -84 or with section 10-43 of ANSUAW WA CI IOLA21.10 -82 shall be obtained by the contructorand transmitted to the owner- 6. Gate valves shall conform to AW WA -1500 and shall be iron body, brorved- ntomteel, double disc with bronze wedging device and O -ring stuffing box. Valves . shall be 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 a vault See water standard detail for 12' Gate Valve Assembly Vault and V Bypass Installation. 7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AW WA C- 504 -80 with a 6 inch inlet and a MVO_ of 5 inches, two 2 -12 inch hose noMes with national standard 7 inch, 60 degrees V, threads, O-D_ thread 4,875 and root diameter 46263,1-3/4 inch pentagon operating nut opened by taming counter clockwise (left). 8. All mater main 10 inches and smaller to maintain a minimum cover of 36 inches 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, - ater ruins are to be lowered toclear 9. All rater mains see (6) mcl- in diameter and larger shall be cloned with pipe cleating "PIGS" prior to disinfection Mite "Poly Pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb /cu ft. density foam with 90A duromc[er urcttiane rubber coating on the rear of 'PIG" only. "PIGS" shall be rylmdcr shaped n•ith butler nose or square end. The City will assist the contractor who will perform the cleaning operation. SAND /LdAl9 7,01 vW /L. Mix 9- All - -ins and services shall be presuretcsted to a minimum of 200 PSI or 150 PSI over operating pressurc, in lD7/ElZE� VV/ 2 " r//k accordance with the specifications of ft City ofRenton and the Washington State Health Department All pressure LAf/DSCAP.E 19910-1. testing shall be done in the presence ofa repnscetative oftbe City of Renton. L' /L 9b. All water mains and services shall be disinfected by the injection of a 50 ppm (minimum concemtation) eldomcfwamr solution Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chorine shall be meteredlmjected in accordance with Section 7- 113(I2)E or 7- 113(12)F ofthe Standard Specifications referenced in I above_ [•!l�PeP L %/VE 10_ A preconstmction conference is required prior to any construction. A minimum of 10 (tea) working days notice is - roTaired for scheduling. Prior to scheduling then piecon a permit information sheet must be supplied to the Utility Engineces Office _ Twenty -four hour notice will be required prior to starting new construe nom 11. It shall be the contractors respoatrbrTrtyto secure all necessary permits prior to starting construction. 12 Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment offees have been made to the City of Renton. AI 13. All connection to existing stains to be accomplished by the City of Renton, except wet taps which may be made by r M-01M.- A t] " /�' :. approved wet tap contractors with prior approval from the Water Utility Section. All necessary excavation and BY ` e/,sayu"ws F'jJ►7'� rf� -LS -Q$ materials to be supplied by the contractor and be on-site prior to City notifications. A N6rr A+SI'WWL7 S,Z QD SF A,C- .PE/iOYEL? fL -S.7 - 3.3 S-O Sy 14 ' Inspection will fie aceomphsbed by a represeaGhve of the City of Renton It shag be the conirectolsresponsibdity to not the City or 2d hours in advance of ba all construction The contractor as well as the Engineers o n�•rc v -rte -qr fy t3`�Pect �m8 .,�"fG shall keep as -built drawingc aY. j BY, i t 15. Contractor to pmvide plugs and temporary blow -offassemblies for testing and purity acceptance prior to final tie -in. ` ..XsE B..J N_ -W 5ERr, Section AA Z� 25 -SA Oil /Water Separator UT /L/TY V.41 ET C6 - /d0 6AL. Ir / t+ :f Section B-B SCALE 4'd' I6. All joint restraint.. systems (sbackle rods, nuts, bolts, etc_). shall be as manufactured a ctured by the Star Manufacturing No %"l WJF Company of Columbus.Ohio or equal approved in writing -by the Water Utility Section. -%2 I7_ Asphalt and concrete street paving shall besawcut to a minimum depth of two inches. Oil mat streets may be spade - cut_ All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an existing expansion joint T8_ A temporary cold mis asphalt pitch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Rcutm policy. within ten days Call for subi inspection prior to placement of final patch_ Tnericliet will not be left open over night without priorwritten approval ofthe Inspector_ - -- ---- -- I -S AND 2_-/67 19_ For Cry -5 Sochi _ a-t-„w f.. tW, the PVC pipe used shall be schedule 40 in unimproved areas. and schedule //Y i6EC!/AN65 80 under improved areas_ All comical proo:ss lines shall be schedule 80 PVC pipe. star: oaeai,r, _- 4=CS AVE SW ' 5/7F� 'z PKEPA.2ED 1 l7li P L E /6f/. P. E. p tffi57 4. - TUKW /LA. WA 998/68 S. W, r�T" ST. 0206) Z42 -7LL5- A vIMPiri � c,7� re / z s 2 ��Ia /in. 24X R 0 L L 1 _t i