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LUA99-169 - Large Format
TB-22x34 summary of work THIS PROJECT CONSIST OF THE CONSTRUCTION OF A 30-35,000 SQUARE STORAGE BUILDING FOR SHURGARD STORAGE. IT IS USE FOR THE STORAGE OF 5'X 8’ X 8' STORAGE CONTAINERS. PUBLIC ACCESS IS LIMIT TO THE VIEW ROOM AT THE FRONT OF THE BUILDING. THE PROJECT ALSO INCLUDES THE DEMOLISHION OF ALL OR PART OF EXISTING BUILDINGS AND RESTRUCTURING AS NEEDED. UTILITIES WILL BE EXTENDED TO THE NEW FACILITY AND WATER QUALITY FACILITIES ADDED. PAVING, PARKING AND LANDSCAPING WILL BE MODIFIED AS SHOWN. PETER SCHROEDER ARCHITECTS s Lad A } A project representatives 1904. Third Avenve Suite 1005 Seattle Washington, 98101 Tel: (206) 223-0393 Fax: (206) 223-1042 OWNER: STRUCTURAL ENGINEER: eee SHURGARD STORAGE K.M. MAW 1155 VALLEY ST./SUITE 400 810 3rd AVENUE, SUITE 640 Consultant cae SEATTLE, WA. SEATTLE, WA. 98104 PHONE: (206) 652-3751 PHONE: 206) 624-7146 CONTACT: GREG MOORE CONTACT: JOE MAW ARCHITECT: CONTRACTOR — PETER SCHROEDER ARCHITECTS AIA T.B.D. 1904 3RD AVE., SUITE 1005 - SEATTLE, WA 98101 . SIDEWALK PH: (206) 223-0393 - CONTACT: PETER SCHROEDER ‘ eo yg eee EXIST: ¥ FIRE | g CIVIL ENGINEER LANDSCAPE ARCHITECT : ACCES E AND L CIVIL ENGINEERING HOLLY MOORE LANDSCAPE ARCHITECTURE | TING LANDSCAPE BUFFER eo 4102 N. ORCHARD STREET 15504 SE 18th STREET —_— EXIS NO0°24'40°E a es TACOMA, WA. 98407 BELLEVUE, WA 98007 ~~ "420.07" PHONE: (253) 756.6879 PHONE: (425) 746-6103 \ = LANDSCAPE BUFFER CONTACT: ED ROBISON CONTACT: HOLLY MOORE EXIST. FENCE 4. |5. |6. 17. |8. EXIST. SIGN | project data EXIST. 10X20 LANDSCAPE 4 PARKING STALLS i ADDRESS: 2233 EAST VALLEY ROAD | | TAX PARCEL NO. 3340400005 & 3340400006 54-0" +- ae d 9 = >, LAND USE ZONE: INDUSTRIAL LIGHT <l 20'-O"' ATER coe 5 10.| 71 LOT AREA: 4.057 ACRES OR 176540 SQ.FT. <= it eae ue DEMO EXISTING TO REMAIN Gierneriie: t- 1 ; ; LOT COVERAGE ALLOWED: 65% ” > PARKING 46] eRe . LOT COVERAGE: 68554 SQ.FT. / 176737 SQ.FT. = 38% 6 ee ad z< & 7..10x20 10x20 vrais GAS OCCUPANCY TYPE: STORAGE $1 LL O : | | UILDING, a LL TRUCTION TYPE 2N OR 3N Bese g “ee BUILDING A 70 Roa al Gene a CONS an > AS |: NEW TRASH ENCLOSURE. 12'X12'-6" Q 4.2K BUILDING HEIGHT 1 STORY 38'-6" 50'-0" MAX ALLOWABLE a Lu 5. 10x20 10x20 a oo NEW 38'-O"' ACCESS 19 Oo Q BUILDING AREA/USE: LL (v 4. 10x20 PARKING ,; ROOM @ nant % —_—— STORAGE (S1) 29160 SQ. FT. “< 3. 10x20 _ Ne DEMO : | OCCUPANT LOAD C3)" . 10x20 ake | ree STORAGE OCCUPANTS = . 30'-0" | S — 1/500 SF X 29160 SQ. FT. 58 OCCUPANTS aE 2. 10x20 WATER > VALUATION $ 1,000,000 i FIRE EXISTING TO REMAIN LINE Pi > 1: 1058 ACCESS BUILDING C Se ea 2 << o 80.00" 30'-O"" 60'X204" NS Y) PARKING REQUIRED WAREHOUSE 19 STALLS REQUIRED 1/1500SQFT 29160SQFT/1500 = 19 4 LL wrasse . DEMO . = PARKING REQUIRED SELF SERVE 11 STALLS REQUIRED 1/3500SQFT 39394SQFT/3500 = 11 O — pecpictet th, le : U , < EXISTING a inetd 2 EXISTING BUILDING AREA 72993 SQ.FT. : > © DEMO é i BUILDING AREADEMO 33599 SQ.FT. x PROPOSED « 29160 SQFT 30'-O" ee Oo $K /s x @) “ LL a Ww STORAGE WAREHOUSE Q = BUILDING AREA TO REMAIN 39394 SQ.FT. 4439 SQ.FT. < AREA ry = po ! | Ag ods: —_* F NEW BUILDING AREA 29160 SQ.FT. 99) LOADING | || -'| : { TOTAL PROPOSED BUILDING AREA 68554 SQ.FT. ~ LANDSCAPE - JSTAGING || 9] aa id pi its rw Ww 38'X135' | Cy) SITE GRADING < 5'-0" ACROSS SITE AN CAP EXIST m EXISTING TO REMAIN aor EXISTING LANDSCAPE 17804 SQ.FT. FIRE HYDRANT aN LL phy a D Sh ee TOTAL NEW PROJECT LANDSCAPE 20647 SQ.FT. pes aa ‘en TOTAL NEW LANDSCAPE 2843 SQ.FT. i ay ay eS TOTAL IMPERVIOUS SURFACE 87339 SQ.FT. | |--DEMO i Revisi WATER LINE 8 bh ci We wie evisions 30'-@"' A Oo 2 , PASEMENT x | general notes a oa [| el ied ty ces _ ae ce A. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY - Oe gs Oe a ae ALL EXISITING CONDITIONS AND DIMENSIONS. NOTIFY THE Rae ARCHITECT OF ANY DISCREPANCIES BEFORE PRODEEDING bs De | , 4 EXISTING TO REMAIN seat aes. WITH WORK. ,; : x / I BUILDING E —— B. THIS PROJECT SHALL COMPLY WITH THE 1997 UBC, UMC , UFC se, ie nd a / : 50'X204' : UPC, THE WASHINGTON STRUCTURAL SPECIALITY CODE FOR ENERGY . é i pee, AND ACCESSIBILITY AS WELLAS ALLAPPLICABLELOCALCODES. = = } } } } — | ~~ Ber Aalst iaciiaemedowt tS Heo « ca fh pees aI Y) C. DONOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS rae i WATER FIRE AC Y, Oo ; BEFORE PROCEEDING WITH WORK. NOTIFY ARCHITECT LINE <a 5 vy er en CONCERNING QUESTIONS, CHANGES, OR OMISSIONS. IN Regrets a | EASE. © Pee Sy ‘ sete : | THE EVENT OF CONFLICTS OF CHANGES BETWEEN DETAILS Pip in -——— ‘ Q ak oe OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY tj = - oC , | | a Saunas et aed WATER LINE EASEMENT 0 2 THE ARCHITECT IMMEDIATELY. XK Kies 1. X & X X X o D. ALL DRAWING NOTES INDICATE NEW WORK WHICH SHALL BE ie ibis aby -Abepadblalestaiac sche’ "sa cidiblantnd ce aes Gals -- —— - — eae a -— — CONTRACTOR FURNISHED AND INSTALLED, UNLESS CLEARLY nee ss aaa NOTED OTHERWISE SUCH AS: "N.I.C.", "EXISTING", OR "EXISTING _ TO REMAIN’, ETC. : E. DIMENSIONS ARE TO FACE OF STUD OR GIRT, FACE OF CONCRETE : LANDSCAPE PROPERTY LINE EXIST. FENCE OR MASONRY, CENTERLINE OF COLUMN, UNLESS OTHERWISE if NOTED. a MENT PLAN fen F. THE CONTRACTOR SHALL PROVIDE A FULL-TIME PROJECT 0c"! ee OF RENTON Date 12/03/99 SUPERINTENDENT DURING THE ENTIRE COURSE OF THE PROJECT | 4009 G. PROVIDE FIREBLOCKING AS REQUIRED. a ee Drawn ey 1 am bineeiinipinanailiinatiamiipuainaiiiaianal RECENW ED Sheet Contents : ——_—__— ‘A LOT 1 THROUGH 26 IN BLOCK 1 OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SCALE : 1” = 30'-0 YT SEATTLE DIVISION NO. 1, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, ON PAGE 74, EXEPT THAT PORTION OF SAID LOTS CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY Sheet STATE HIGHWAY NO. 5, BY DEED RECORDED UNDER RECORDING NO. 3911470. AND EXECPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 5444310 AND 5444312: A1 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SA-99-107 | ees a Suite 1005 Washington, 98101 Fox: (206) 223-1042 VM ‘NOLNSY ‘GY ASTIVA 3S EE2z | YSLNSO HLNOS @ ee fee a “4s lls 3 Oe oe ae a = Bm 4 es y a { “aed # oat 3s es - ® ; Saag’ * ez beng oO Bh (2) oc @ x @ fe) : =] 12/03/99 Revisions Date Drawn PETER SCHROEDER ARCHITECTS | Tel: (206) 223-0393 Consultant 1904 Third Avenue Seattle A Sheet Contents Sheet u@>, 722] | ® © -+—(a) nAl~,.BE ub lO Py at _ _ be | Ried ee A Fars Oe ete era "HORE PER Re SS CARRE IS NS Kael ree Be ee ae ae | Oh ls | a a ——— a ee ee eee eee . : eg | ) | | | : : : i oe | | | HH $ ‘ | i i | tht i | a | ase: pase Ra 3 Reiaaliima Shehewie We tare Aes RS AP eta | on eee ce ‘ OE 1 | a 28'-8" Me | | v | ; a so I ERE: BE MLR ae aR TR r= | 4 \ | i i | g mS | af I i sf | ; i | \ i x ae } | i } | ‘aber LE we! 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(a! a zi ies H1S/ s rae jsf" laws NOL “i “g WY x Sa ~ : bon | pial A Sj : = SEDER OES 3 9 > _ 1) wi Ey Ys mM ~s ar man ft * ire peje Yy : A ha EA aD $ + $ we | J eset = FLILESTE GS ACE Ty SOVITIA NOL NI fos ee: by { Sass hss phase = i. 3 3 “OY 961 ro d a wee 248-600 dS owt’ hs waa ee | So egies apa we (1) ic A peo u a a r i a n e Reena er oe, ae o re ara , : | Hn ee : i { ! pies ee ; il are ee Pa, 3 ; es | vf x Tels|s] — ee ee ee RL yy 90 28 LEG, x [co eye VEN” } - a a t JaLVIVA _—— ee 1 (S500gy ga ee y GPS Vinx TB-22x34 pant list: Existing berm to remain. ; Existing berm to remain. Lawn e —_ QTY. BOTANICAL NAME COMMON NAME SIZE NOTES 44 P itum al Ides/! gall t ke a S : meas ennai opecuroides/| gallon pote Achenvaptyiie Wa-nslet emis Soatoe 13 Acer circinatum Vine Maple 6' height Multi-stem PETER SCHROEDER ARCHITECTS Bearberry : Arctostaphylos uva-ursi Bearberry 4" pots *18" o.c. EN Ba cn Sul 098 51 Cornus alba 'Siberica'/> gallon pote 58 srbukins unedo podifeete Strawberry Tree 5 gallon pots Fer (306) 223-0393 Fox: (206) 223-1042 Redtulg Doguood 58 Arbutus unedo compacta/S gallon pots Ee AST V ALLEY ROAD 13 Acer circinatum/6' height mult!-stem Strauberry Tree eT ae gt ae Oe cg Rage ge Tea Cate gan or OA SCR ERE PW men egeen tn, oo ie Soret 4 Cistus purpureus Orchid Rockrose 5 gallon pots Consultant Vine Maple et 114 Cistus salviifolius ' Sageleaf Rockrose 5 gallon pots Il4 Cistus salvilfoliue/5 gallon pots Sageleaf Rockrose se 51 Comus alba 'Siberica' Redtwig Dogwood 5 gallon pots rae: b 44 Pennesitum alopecuroides Fountain Grass 1 gallon pots 7 Pennesitum alopecuroides 'Hamlin' Fountain Grass 1 gallon pots 30 Vinca minor Periwinkle 4"pots FG i = dee nay A SEM ILE 2 wists ie Prerees 5 ia OE ax _— OAR Te | ee aad | SHURGARD STORAGE —“F Og bs “& s ee pe ls ee Bo rk Ss i alate AAR ernie cece Sgt NT pe ee ee EXIST. FENCE SIGN FYE 4% = ee 15'-O"' Buffer Le aes } Tee EA be SORES oo, ge Mi ee GMs ih eg Dy Oe URS SS ONE ot Rees cy Gate eeemuc en er ny tn Sc ear eet ew ik Ad cf ee @ < ve 15'-O" Buffer | Gr : of =< f {fhe ; : . Set Be j ; ! 5 eee n eats eee ane BUILDING B | ‘ ees aa 2% NATURAL * Be ee ee a") Zz LANDSCAPE ae l ~~ Pi SOFT. Sa en ene en ee at Te Nek = LL eens gio ee wi < %5 ‘ ae 58 x a 30 Yinca minor/4" pote 7 Periwinkle UL. | oY ~ 1 Pemesitum alopecuroides ‘'Hamlin'/| gallon pote ds ee > Fountain grase weds “ aa LL \ BUILDING C oug py ae : ys 4 Cietus purpureus/S gallon pote O pe Orchid Rockrose | Y) z 5) © 5 ho > Ww +g +L * =X eZ | oj 6) LU VERE t be STG i apie = ~ =< OADING ‘ \ 9 josh | PROPOSED 31,970 SQFT i N = | STORAGE WAREHOUSE | | = Nj L BUILDING D ne >< Be Pee ee ! \ . j ~ / \ ; 8 Fie Sh | so Soe ke Ce ee ae ‘a ) Revisions Ee Een, et | Mark — Date ; ee oe a ab EA IOP 1) oe | ' PBB E OC. ; a : / BUILDING E / els he ‘ e / l se os 5 aE Sa her pee aes ee WZ Z BK, | : hss Pet A EE x : X——x X X X X | | PROPERTY LINE EXIST. FENCE Date 12/03/99 Drawn ‘en «| Sheet Contents LANDSCAPE PLAN VIS oe ceing tr SCALE : 1" = 30'-0” 4 DEVELOPMENT PLANING : ww = pene 43) CITY OF RENTON TT ” ae Sheet RECEIVE L1 Sith et fig S neha LDBOOK: GE: DATE: 11/30/99 pact DRAWING NO: l- TABLE OF CONTENTS - CIVIL DRAWINGS SHEET C1: COVER SHEET AND NOTES SHEET C2: DEMOLITION PLAN SHEET C3: GRADING AND STORM DRAIN Sees Ge. Derars SHURGARD TO GO 2233 EAST VALLEY ROAD SHEET; OF: | 2233 E VALLEY ROAD $TORA GE C) | CITY OF RENTON . VERTICAL:NAVD 1988 HORIZONTAL: NAD 1963/1991 1" = 20' SCALE: 2 SHEET C5: EROSION CONTROL PLAN | LOCATED IN SW 1/4 SECTION 19 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Uh wasted! WATER UTILITY - GENERAL NOTES SELECTED NOTES APPLICAPLE TO THIS PROJECT } : Fs ARG aes ARR BINS MO en eae $ 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 APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION, PETER SCHROEDER ARCHITECTS) Pa ECRIMB t_. J BECKER & ASSOC | Tae Sar DATE APPR i es BY REVISION LOT AREA: 4.057 ACRES LOT COVERAGE: PROPOSED _ EXISTING STRUCTURES: 67,541 SF 71,803 SF PAVEMENT: 88,453 SF 85,706 SF LANDSCAPING: 20,743 SF 19,228 SF PARKING: PROPOSED EXISTING TOTAL 60 65 ACCESSIBLE 3 2 PROPERTY LINE AND TOPOGRAPHIC SURVEY BY: J. BECKER & ASSOCIATES, INC. PROFESSIONAL LAND SURVEYORS 6108 COMMUNITY PL. S.W. SUITE 3 TACOMA, WA 98499 953-984-765 1 FAX 984-7663 DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SF, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE(12) HOURS SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR 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 IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8 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'X50°X8" OF 4- TO 6- INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 4 N 41-405 SW 16TH ST- LOTUS - LIND AVE <i A i = | EXISTING LANDSCAPE BUFFER 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 1904 Third Avenue Suite 1005 | TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATER 1-800-424-5555. Ppaltie. Wachinatan. $8 101 ey uF | SOREL ERIS i a cn a EXIST. FENCE Tel: (206) 223-0393 Z. ar ee ah he ress x ear o) Bees es feet 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS - | Fen: (008) 293-1049 Oo. BT 1 et .anoBCAPE BUFFER || | |) | I | | Beau | CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS SHALL BE PUSG-ON | | NE TT : Fer FB gous jump ea at bss | OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SHOUTH OF SUNSET BLVD AND WEST OF SR 167 OR IN Consultant ae SHURGARO cmmemlanl is te eee Lee ee NEW | 0 /--LANDSCAPE SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. \ \ | “ ea eee ; ‘ : : ne: x i Z, | per eae Sari Pe ap SMO —- 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH a) le — _ ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3" TO 12" IN DIAMETER ‘ i ee AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. : | ie BUILDING 8 3" TO 12" DIAM FITTINGS WHICH HAVE MECHANICAL JOINTS AND OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 Lu 4 | Te OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C110/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL a i g JOINT SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.53-84 AND THAT PORTION WITH FLANGED JOINT SHALL BE IN ACCORDANCE WITH Li a = ANSI/AWWA C110/A 21.10.82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF athe boc UTILITIES: 2 | ANSI/AWWA C110/A21.10.82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. ee ' V) S Z| b. 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12" AND LARGER a | =| SHALL BE AT A MINIMUM OF 48" BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. aS Se Lit = ELECTRIC: PUGET SOUND ENERGY | fe O88 % be Se SUR SSO ia EEE te OA EN RD ERR EE AGE So Sea, Ae MM Rea Bk RARE RAM aca GE |, Pee aeae sk acer oe ee a eres Oar eos A eee ea | ‘ fe 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN Oo | GAS: PUGET SOUND ENERGY BUILDING C * ee ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING Jone pe Sis en es cate © Pe SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. x =n } . N N ee z = be = | oy ie ger. ele | @ 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER ey = o~ —) _ SANITARY SEWER: CITY OF RENTON : re” ED ee SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE Son oO s # aE |S WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. aac STORM: CITY OF RENTON Jil alae eee | gy LANDSCAPE —————. | | phe | m 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF TEN (10) WORKING DAYS NOTICE IS REQUIRED Le Fe) CP HNE:: LS West | ee FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. | Be BUILDING D | wore ter TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. G m / \ | ees) | wo d | , > beh / io | eo | 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. a Ob ‘ * Seeild ey me ar iiaenan Sr ee A : paul |. |. RRM ecm ae ner le memes ean tence Aca re < EXIST, CONTRACTOR TO LOCATE AND PROTECT AL oP Bee AME | | ; 5 | UTILITIES AND IMPROVEMENTS. 2 . + See ae | 13. ALL CONNECTIONS TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED ee ae ee | eo | WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE DEPTHS OF EXISTING UTILITIES ARE UNKNOWN. \ a eee scatiteis : | ates SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. a < T XISTING UTIL! N x ee Soe | stipe tn lied pele i . oe Hie es plcek e sen wae ee renee | PAIRING | 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OFRENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO J 2 \ et , | —| | NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS J VISIBLE AND AS MARKED BY UTILITY COMPANIES. : a pe = oe et A | | SHALL KEEP AS-BUILT DRAWINGS. -r CONTRACTOR TO CALL ONE CALL UTILITY LOCATOR oe ea _ ae Veena vase : ° st | 7, SERVICE AT 1-360-696-4848 PRIOR TO BEGINNING $5 ay — =| | 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. > O | 1h 288.16 ® {oP ARCEMIS TERY Ee fi | MUS e a SOPOT ATW. . 7 | 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY fold fom pom Ef / ; y OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. on 'Z L E G A L DES CRIPTIO N LANDSCAPE ————/ PROPERTY LINE ————-/- EXIST. FENCE ——_——” ; . 2 LOT 1 THROUGH 26 IN BLOCK 1 OF C.D. HILLMAN’S STORMWATER DRAINAGE NOTES: ei EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE , DIVISION NO. 1, AS PER PLAT RECORDED IN VOLUME 17 OF - EROSION CONTROL NOTES NOTES: 1, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF PURT a; ON PAGE: 74, BELORDS ON RING COUNT: BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF EXCEPT THAT PORTION OF SAID LOTS CONVEYED TO THE egies: Gerad arent eeewic ne DIVISION, PLAN REVIEW PROJECT MANAGER. M zat SONS TRUS Hane SHALL: BE IN, SSS ORD ANCE VOTH THE LATEST EDITION OF "STANDARD SPECIFICATIONS FOR ROAD, BRSDSS A, : OO STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 5, MUNICIPAL CONSTRUCTION’: PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PU wu Lu { BY DEED RECORDED UNDER RECORDING NO. 3911470. AND’ 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN . é }— | EXECPT THAT PORTION CONVEYED TO THE STATE OF Ne eer ees Our ee nee 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF ow | WASHINGTON FOR HIGHWAY PURPOSES BY DEEDS RECORDED 3. ALL REQUIRED SEDIMENTATION/EROSION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO AND CLEARING AND/OR SN REPRO VED Wile REQUIRE WAEIIEN SERRRVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES Li | OTHER CONSTRUCTION, TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION m7 C3 ' UNDER RECORDING NOS. 5444310 AND 5444312; SITUATE IN AND SEDIMENT FACILITIES SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS < THE CITY OF RENTON. COUNTY OF KING. STATE OF PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL Yo) ' , BE THE RESPONSIBILITY OF THE PERMITTEE. re WASHINGTON. 5. DATUM SHALL BE USGS UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE ae baOHicCERCHIMION:. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO op aaa ae eal MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE as ona DEMOLITION OF 2 WHOLE AND PARTS OF 3 OTHER SINGLE STORY METAL PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARRY TO INSURE COMPLETE SATISFACRILY MAINTAINED UNTIL CONSTRUCTION 1S COMPLETED AND THE POTENTIAL. FOR ON-SITEEROSIONHASPASSED. Oo © BA IEcaV teaches MMT Rae CORR RUTTIO Cork mate SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY ; Mm OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, STORY 31,970 SF STEEL FRAMED WAREHOUSE ALONG WITH LIMITED SITE OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AN WATER OU ALITY GF THR EEE ERG 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION — GRADING, STORM DRAINAGE AND UTILITY WORK TO IMPROVE EXISTING a atitaccu avo tcoa " ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. S SITE WORK TO ACCOMODATE THE NEW CONSTRUCTION. t sg tien ere. GacGurei a Lica? 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STROM DRAINAGE 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES ” : SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 9. ALL PIPE AND APPURETENANCES 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, BRIDGE AND MUNICIPAL 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 UNIFORMITY DENSE UNIEILDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BY 6" OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED CITY OF RENTON. 14. ROCK AND EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING, 2"-4" ROCK/30%-40% PASSING AND -2" ROCK/10%-20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEVELOPMENT SERVICES DIVISION. AN ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE REPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELLED RIGHT-OF-WAY THAT MAY INTERRUPT Revisions |expines.- 6 OG f —— Sheet Contents COVER SHEET AND NOTES CIVIL COVER SHEET/NOTES NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE Via | se Let SW 23RD ST | WSDOT STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. ANNING Late?) “GE ALES P= 0-0" of pec faute Pe rt _ OLYMPIC __ 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. : | 2 Re PIPELINE ‘ie CU fend : RECEIVE! 4-161 VICINITY MAP aie LE \ GE [2 1155 Valley St., Suite 400 Seattle, WA 98109 wm. (296) 624-8100 Fax (206) 652-3730 § i STORAGE (253)756-6879 & { | 6 PS C2 a Se SS eee marae Rene ee age: ae ie ES aM eu eens I a a a a ia 12-18 Ee eee SCS Sta ae ae eae ag de A 4 Sig 4g oe eS ae Gan ete ert ee Stim ier ent meee bo Oe ean ee Me ae nae tt eee is SO wl | alee _—————— Ree ee - 4,2 ° DEMOLITION PLAN 2 EAST VALLEY ROAD_ Eger St Oat a a ae ee En ay N | ee —_— ee en EY eee a CATCH BAS! é; | | ca re ee = “ [ane Spe a ee = 18.60 W | Pes on Gea PN cee oni Se eee ee aon ar meee RIM fa a == g a ai Baier ori oe ee aa os mame aie heer ae or a ee gee mas £ = 43-61 19 V2. E=15.46 \ ce cine PITT nen FP i a De ND a Aa od 2 SR les “§-15.51' 39 oe | O ae OS a ee Zee are ee Ro 1889,90— - — - + - bea Coe a get ST ROI OE Na teas a ) eee ee a | et tes eae oe = ost0a24 : tL / | pr ae en Bae CONTRACTOR TO ae ; | ee se een ee ee ES Ee ee weir: te. = oS ee tec eee ee eet IM= 18.30 | oes aes Le fo - p > a < =i OS ________-- PROTECT AND REUSE ee ee ek. Deeer age tien ee ties geal Se ae ae pe a De IE EXISTING ELECTRICAL 12’ W= 16.02 he eras wants Pn acme Hg ie oe 9 BS ae Ces EVR rR I IL NC LECT — ar 1 ee 2 ae ade Fr A ee ae so ae pice . SANITARY SEWER MAN : eid = Pe eel oe 18 oe! AND TELEPHONE 12" £216.05" Sacer eae obese — DE \. | ‘aE dame —~ = —.JNDERGROUND ieee i es aig eT MO CURB NA BETS Vase STORM MANHOLE. -—- = == praca 6 ae Ss Se ; : Li SERVICES lmigie Oe aie ape eh ee 2) | A 8 as ke 8” PVC NW & S, cepa ET Reet ie ; 2 \ ‘eas Ne - Ba aia Wage aie AS ae sneaks ae 2 : : > : re: en Peal es op tS°-N=15.86 | : age ‘ sage zs a 20 - 2 mene EL= 14132 jes O Le eae at ee ee eee ee te a a ay 10” £=15.84 00 GATE BASIN / Pe Asie As a - - .s | Pants — LADDER TO THE WEST alll coal Sp ee errr e ts ee. 6" S=15.92° \ RMS REMOVE +246LFOF a | | > EXISTING CHAINLINK FENCE TO REMAIN Saat NO0"24'40"E : a eo ey 7, ae Be A ee ce 1°» eu J : 6” PVC NE=16.60-— - —~ ~ <CHAINLINK FENCE a S os cao ee Le yon ee legate eer eens i, BE PbS oc OIE haa tien nen Sige 19 10. 07° = om dea Sa! 5, ce ena ae ae Ay oe To REMOVE EXISTING CURBS ALONG EASTSIDE OF SITE i eae on igeta ees Ie eine oe 2: Sage a 2 a oF me Peet < di ‘a yA ea & NS Pe ee SS A Paresh atresia eg Peres ee mh TL ~ - Sl a oat ee aN eam a ae : : : Ry Oh og ire Se i arate tie SON eg a tae * eas ae | oy. Res | | Bence! ae bea ae 0s a a a == es | XS : Fo a oe ~ “KEONTRACTOR To 3 | | GRIND EXISTING AcP | | | | | | | | | ! SAWCUT ace | CUT PAVEMENT BACK TO 10' FROM PROPERTY LINE - | OTECT AND | | i) | \ | aE e REUSE EXISTING 3/4" | | | | | | | | | | | | | | ‘| < : : ! Oo za WATER METER lls ge Ge a3 es ce ae Goa ae | | | | | ae | | ; . | (tb) tu URGARD STORAG | | te ee ior eee | Le | | | | eae | | \ 3 SE | | | | + | ay eee | | 1 | aie aay | \ | eo Pca | Be yh ite, tes me et ee i te ee ee oe ila : iy | ie ee CATCH BASIN TR DU GY nga piesa eager tend oe See oe , Cy 4 TL) Me dt / / | | | : : * : Rbtsid as Gt ce eel iss ices ke tee Ghee CATCH ore Petia? ce) Ea of a ft J J j a Ne + RESET TO 9 erin a ie 3 6 b attela 8 : ete op ee : 3 = . Cy | yf! & SAWCUT ACP v _, REMOVE GATE AND FENCING ne __ - 6°§= 17.98" A eee = | + eeweiens Mn : (i Oo oO os a one Pasta 6" N= 17.98" NEW OE ae ee ae “ | | | eee | VL cn I | | Z b ow) | Saee rg Ione Oa eng ee I | | | | : | | ¥ | . i ee ee re ea ee cee ke Se ly eae ee - - | ees | ee ee WN pane Es es Be hl OS | ee ee Oh Wee Stopes oe ey oe uae poe ps Tae M=19.97 : on Pea P| We be aaa ee 2 - | | FINISH FLOOR=21.15) | A teste : — © _ SiS sees pce \ sh gee = : x! = a | LOCATE AND PRESERVE ANH, FLOOR=21. 37" ge oO NT og \ | | \ : ee 7 zs | SIDESEWER AND BUIL - ee a | | “ | 3 | aa , E tates ee eer REMOVE BUILDING, UTILITIES, OT Og. ee | | | . | i ras ae | ~Z-- | ae ee og 3 gaan | : 2. CATCH BASIN | on a, FACE aN \ fe et Bie, ete OO OS ee PE | | iP RIME 19,22) Ds So | [= { pet ee oer BEN ge ree \ \ ; ' T ° NWN A eae i ee Be: laa totam arctan oe ar nae ees be | i ® A \ au = *« | a Z & tsa E ler ae Eo eee no ee ee nee eM 8 i Ba i ee ae ea i. : jon] fol = oe L an SS Se Taree ; = eal BART SD ig he cnn tee. 2 unas ee se Ee 4 | | UO we ; J |-H fe re pe ee es : oS - SF ST ST 4 Sele ag ST fi] 12" wSwa | } : og 2 6h coe a riche ate Pe CATCH Bas BASN | : BF ate ne \ TRAILER PARKEDION STRUCTURE, we = —Piiaeere Kip ae" ES REMOVE GATE AND FENCING ST So 2 Se fs | sat Hae 7 ) © gis a ELEVATIONS NOT VERIFIED Po Sacag ‘ i Al : ' —— ae 23% aa = F \ \ eee I ws ane > 4 "GRIND EXISTING ACP ‘: erwin aes, cms Bmegmart age Sena Oe wae Ba ec | \ | r. | i ite REMOVE CATCH BASIN AND PIPE eee ee | | | | | | 3g \ | | we 3 ‘ MN Pac MLE MELT AT ae ht Bee gE Bae Te = | | , GS . uf z pe Dre Bs | | $27 | ee *t gang oy del png =. OB ay - \ | to 3 ; i ee he uf : \ H\ A Oh arate gags — ‘s oe bu Soe lh 80.00 > LI WV | | | r iB : piss eter 6 eas ate ‘ , ts Pats A | | FINISH FLODR=2 1.00 | BS | NO 1°23'4B"E [I \ Ae i REMOVE NORTH 125' OF | | din aor : a Oe | BUILDING, UTILITIES, SLABS | \ | | : na peer MOVE HYDRANT ph ee fae tI FINISH FLOOR=2129° AND: FOUNDATION | | | | | B ab ia +6' NORTHWEST Rese :.\ ee fe iy og ses | | | | : E | j f | \ Oo { | t oo ‘ | ee: w eet : ees rs I! ie . : | | | | dg YS 0 \ ~ ee 4 | be : a” TES sal ss | BLDG. F 1 si ope ees | | 's = ; : \ = | \ PS ioe ea ee eee ee oot a le ee as UR ee ee | | | els Hy : | T ! \ ee ei By ee sich oe en ee Eo REMOVECATCHBASINANDPIPE =~=~~~—~—~SOSCO az ee susie aie uD | yp { { ; \ | \ 4 —_— e ce =e , a fe sh eee : ve eed , [a ae ee ie CATCH BASIN \2 Bo tke he 3} REMOVE BUILDING, UTILITIES, | Paw sap ee CATCH BASIN at a OF ye er ae ee Ris 189 ; a! =i s : < SLABS AND FOUNDATION | NOR ea RIM=20. 16" SAWCUT ACE % | | ST | “St aN? 38 , | “| id) \ “<4 ie ener Nest eS | Bid a REMOVE +208 LF OF , Zz * “s \ ae pore sottly NGTSA1E- ee ee) 8" SSW=17. or &! | 5 ane AS CHAINLINK FENCE — | a FS I \ \ ek aoe pe | Ee ae || POE cee cP ag ee 2 a eine Q| Em i g Peak : 3 | ‘\ \ fey an eu Le Loe | | Ze | ! | fl \ j Pea . eee eo: | | tw ae i g | Oo x \ i N aa \ at to& a. Ess a a, z | \ ce : | > te erie | [ea] w F | | ge Os Ds DENOTES MONUMENTS FOUND FOR THIS SURVEY. | + & : \ Ry pet o REMOVE NORTH 115' OF | | | SOX boat a ec eta! yh | | . ya a oY ) BUILDING, UTILITIES, SLABS | | Zoe GEN Fons | DON ! bes i AND FOUNDATION | | | | OFS Pt pa ® —— BOLLARD eee, ‘ eck] x gen ee | | | . | 3 Cl CATCH BASIN NEW pote a Be eee | Rag ee | ; | : | Sean oer es [} CATCH BASIN EXISTING ae / ee | sre — | | , a (STORM MANHOLE ces la | AP ie oe oe | | | | | , a 6) SANITARY MANHOLE oD iow S07 oS --@ ec Foe te ow ae Patt ig eas ee eae a . , 2 ec ore nse Rae | Ee «i eS a ag gee ae a ee ee pt GON CEE SCS a a om P POWER VAULT a ISS | 1 MR aetna cece ee ete Os Tk es TES, : | negsk “8 GRIND EXISTING ACP) CATCH eee =O | eT ee eee eee oe 3 | = x@ WATER VAL VE | * ; BASIN L-Ne eae ene CE eek eae is 0 | | , | < AW : RIM=20.36' cs Caton BABIN AN “ST WES E naar perigee aa ee __| CATCH BASIN | | us : $55 FIRE HYDRANT | Ce ee OO BF oe — wi iaia SAWCUTACP so” ||) RIM= 19,98 Se or ea ae gh re ee | | WwW) WATER MANHOLE | La = ipa ea AN noms galeria dy. winds Sete tere ee | | = es a) : ! st ea : pas Meer a eure ps eet fe = te Ca | 3 ©Q> UTILITY POLE N egies ee = | | Re. BER ei ce Wanna meer perk ec oe ee ee —— GUY ANCHOR 3 a a ER eae | | | : iz > LUMINAIRE | 5 ee ee | | | | : : 2 X- CHAINLINK FENCE : ic Bees gene | | | | S GHP * ; x ee: REMOVE NORTH 185' OF | | | & OVERHEAD POWER LINE 7 | G 0 BUILDING, UTILITIES, SLABS | | | | . on ed G6. GAS LINE U.G. Re Zz ve __-— AND FOUNDATION eel | | | ud Side meee a LL et ee | RA ee a ag OT OVERHEAD TELEPHONE LINE , oe | Soe — | | | : a | ae bite WATER LINE 120: eae. oe a Rito ok | | | : ens : i BT BURIED TELEPHONE ) Bp ry is a Bt Ne pe | | | 3 ou S be ST STORM SEWER LINE U.G. : | Ae Deo eae YE ong ge Sn ee lm ee eee | aie ma Eo ey * SANITARY SEWER LINE. U.G. 7 SOA Gee hr ie Mane ee ey Ra Ae jdbc ¢ SS ee | | nN | | CATCH BASII Sas ieee ES SV] 8" NW= 16.77" O < ee 60.20 FINISH GRADE @ 2 | ie te ai a eC || | RIM= 19.81" | gto B” ESE= 16.73 Aan gs pate Ae | | = SET RRT ares 2.7. ona eee en ae meme ed ea 6" 217.08" erent “6. 5 - j 2 L | wee x x ; ? bes Bc ae eT Cae eter ees 8 SSE=17.93,_- St Be Re ee is ee ee ae zs Nee Rt OcaN et cs Meine pee meee Barer ee ie oe eM CATCH BASIN a oe tee = SY Sep ee eT 488. 16 oe ry x x +E 6" S=18.28 Se sees aa + a : 2 x ¥ | ae = 10. SO 1 o alee Gy oie henna ee tT op La ae S i “ s ‘ oxy 47° W | eT Soe aR os elk Bi Sara Gara Pea a) pee! mn ce ey 5 | | | | : ae Chee : : ; L | : - ear ee 1 | 7 2 St @ SOUTH CENTER ool E VALLEY ROAD 7™"™°** | @ SOUTHCENTER RENTON,WA SHURGARD S$ TORAGE CITY OF 1" = 20' _ SCALE: _, J. BECKER & ASSOC. __PBICNED ECRIM.B »| C3 Sn oa N89°49'59"W 121.48' RENTON ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWN: ~ECR/M.B. ECR ‘APPROVED: AM BY exe ~Genne 26 Se 80.00" © HANDICAP PARKING SIGN te sie eceeeneit t Comets os | | mo | | 4208LFOFRELOCATED , |__ : CHAINLINK FENCE oe | a \ ; r ale \ LEGEND 22 as DENOTES MONUMENTS FOUND FOR THIS SURVEY.. 20.90 \ GAS VALVE : — x BOLLARD DS CATCH BASIN NEW ee on CATCH BASIN EXISTING =| r c STORM MANHOLE gee a at | SANITARY MANHOLE ais 3 oe |_O } or} ’ POWER VAULT CB PN ewrable OF PAVEMENT WATER VAL VE FIRE HYDRANT WATER MANHOLE <Q> UTILITY POLE GUY ANCHOR CPEP “} LUMINAIRE CHAINLINK FENCE OVERHEAD POWER LINE GAS LINE U.G. OVERHEAD TELEPHONE LINE WATER LINE BURIED TELEPHONE STORM SEWER LINE U.G. SANITARY SEWER LINE U.G. 60.20 FINISH GRADE @ weal 7 OF PAVEMENT CORRUGATED POLYETHYLENE PIPE MEETING AASHTO M252 TYPE S NORTH | aS ACP FINISH GRADE ¢ 1 — | CONTRACTOR TO PROTECT AND REUSE EXISTING ELECTRICAL AND TELEPHONE ~~ ~ “UNDERGROUND -| GRADING AND STORM DRAINAGE PLAN ; < es Se ee sae | aes < gt SE ae PROTECT AND REUSE EXISTING 3/ "0 ATER METER rere wv. \ 20.65. \ 20.50 Oe a wr eiidaes t Ny oe °—___ LIMIT OF NEW ACP RIM=19.95° 6" E,W=18.27' 20.55 rs NEW CB TYPE 1P RIM=20.25' ; 6. E=18,75 | NEWICB TYPE 1P RIM=20.25' 6" S¢18.75" RIM= 18.30 12’ W=16.02' 12° E=16.05° ec Ree ae a OEE nT Se ot SiR aaa STAN PV a kL Reetezg | o 7 3 6f a e186 tee ~~ 13" £218.84 —y «ct CATCH BASIN | 6" S= 15.92" poe ee —_~ ¢ ee | ScaeeNeeteeeenEn ee | 2] ‘ ale { at CONTRACTOR SHALL INSTALL A SEWER SEWER PIPE. L &: norigm wateribiag / cad j Pe: | N / eS eon enter Se . pa CURB CUT _ RM=1 275 ae iS taboo st us Le. BAC ORE Co eee : 3S ee RIM= 19.45" | & RESET TO 20. 00 os ok __. 6-S= 7.98" bh N=i796-NEW CONCRETE SIDEWALK Sead BACKFLOW PREVENTION DEVICE ON NEW GATE SEE ARCH. PLAN NEW ACP ~NEW CB TYPE 1P_ RIM=20.20' 6" $= 18.28" EX FF 21.25 isl RS monaeeed b Oe eee cena Set te Z / / ot: / 2 RCs \ | oe =~ aS di iS ne : wo} ‘ re jock \ N | | | t q ; y \ shee, ms Se — NEW GATE hc ae, Ne ote eae v4 Ae an “4 0” +- cara al Se ag Se ppb ap amen Minden. a6, 8: yon a 12° $=15.51° [AN CATCH BASIN ep RIM= 18.68" — WY t=—463-61 Gee PIS oy Goa —-——jsp = 05°02'24” pas pane BY oN és Ds ey Pies + ae ~ ee oe | Ss Per ea te eee | ee Meer < ae “a i N\ pee i ae =e ss \ Se pene Ee gion SA Bi tar te £5 VE i] fan aS GiDe Wi nce 2x in capa Ax | \ | | Se | | ei athe = ‘ om Bsee | i; ey io |_| _ NEWGATE Ps hance +—-|- SEE ARCH. PLAN ae : eid ST) - peer a Bet er —_| Seo ae 9 CATCH BASIN RIM= 19.83" 6" N= 16.93" B” SSW= 16.27 RIM= 19.32’ 8° PVC-NW &S, L EL=14,32° LADDER TO THE WEST FINISH FLOOR=21,15° —— i att a Mg a _- —.005 7 a Se ae as a NEW FENCE Enero -—CATCH BASIN RIM= 19.60° 6" N=17.20° _ 8" S=17.15' CATCH BASIN. — RIM= 19.98" 6" N=17.58" tne a Te Le a oe eee, - sp Sve Walk sh ath Se BASIN RiM= G47. 8" \NE= 16.29" 8° WSW=16.27° oe _D- CATCH BASIN | | \ RIMF19.22 Seca a | BT ENE B° N= ee Se a S Zz | | | FINISH FLOORE? 1.00 jel 4 CATCH BASIN RIM=90 (30 6" S= 18.28" 488.16' [op $0 1°23" 47° W <= os er ted PEROT IIS Es ity See ae ea Rat RIM=19.81° | 4 eee awe 6 6" N=17.08* 8" SSE=1 = le, ee CATCH BASIN —RIM= 19.89 6° N=17.38-——_ 8” SSW= 17,27 REMOVE CB AND REPLACE W/ 60" TYPE 2 CB ————f- SEE DET 1/C4 & RIM= ae Paes . | Al_12" wsws "TRAILER P oN STRUCTURE, \ ELEVATIO Sh a me w ee / CATCH BASIN q a Zz = " SJ J ray n | S NOT VERIFIED S.W. 23RD STREET $89°S5'03"E 353.49 N89°S5'03" W Z | jon preg us | Ze mx <a & Ye 8 3 S35 aor O> wm | 1155 Valley St., Suite 400 Seattle, WA 98109 (206) 624-8100 Fax (206) 652-3730 STORAGE @ SOUTH CENTER CITY OF RENIN | DEC U8 Sus | RECEIVED i | DEVELOPMEN J j | J A-47 14 file ie Sie 1416 a8 ©) = es i foe éE Ba i: < Ex & LA & Aw . 2233 E VALLEY ROAD @ SOUTH CENTER SHURGARD $ TORAGE CITY OF RENTON VERTICAL:NAVD 1968 HORIZONTAL: NAD 1963/1991. 1" = 20' SCALE: _ E.C.R./M.B. E.C.R./M.B. EC.R "J. BECKER & ASSOC. DATE APPR ‘SURVEYED: j p £ DRAWN: RENTON, WA i RENIBION 2 iho dds Pere ee aor C4 PUNCHE TG WALA So a DETAILS SEE 1 OR 2/A2 FOR ADDITIONAL NOTES wit GRATE se 1/2" RADIUS STAKES (2°X 2°X 3°) FINISH GRADE ———— \ | SEE LANDSCAPE PLAN 2” CSTC ROUND MANHOLE > Lae doabp 2" CST : : : OFFSET FROM | Lien aeons Pee SO EER SRE en eH Pe ee Oa eee ae eee ees Atl ¥ en men GRAVEL BASE ae Pt Fey | fi oe AP amomare ee 95% MIN COMPACTION BJ Neca! 8 PIPE SUPPORT ea Pal : “are COMPACTED GRANULAR FILL Li lt | FILTER FABRIC ” 1 va a oe ae eis: sae oe bee | wo LADDER STEPS @ 12" OC y) \ PAVEMENT SECTION | a eee eg ee C) 10" INLET PIPE cca WO: SPALB oo +. a ieee a | 12" PIPE re eo, : eee oe ee CLEANOUT GATE S — & open eo fg) Sidewalkedge sas marie NS sn eon: canna nti ae Ee 5 ee ee ee FILTER FABRIC CATCH BASIN WITH SPILL CONTAINMENT enor wate DIL/WATER SEPARATOR DETAIL C4-1 FILTERED WATER o BURIED FILTER FABRIC (MIN. 4° DEPTH) gee ee Filter Fabric a Inlet Barrier - es Detail Drawing -4/C4 ee p> JOINT FILLER 3" WIDE ACCESSIBLE ROUTE << SS A ee , } i: Beets = ee os SS ee = om - AL“ 4/4" DUMM sw Nae, Se gee 2 e ae Do a J | ‘ Yip ALA hf x by by = Lf, b yy ma S °; “ Yyys > , Re. yy gs 7 ee ee. . oN. ! i y, LZ eo “S PERSIA i: Sage TNS os ; i Oa ge ak L _h | 6-1/4" PER FT. tome | 15 BAR HOOP er | PR ae ELE See FLUSH W/ ASPHALT | up 2 ee RT Eh ne UIA ates gene tte SCE med ‘ FA { 6” CONCRETE CURB he oe oo CRS mie nic cee a ‘BSth= | | 3/4° 0.C. GROOVED CONCRETE = YSIS ISIITIRR Rigger! * Be ees “6° OR 12° a : Baca. bees iets Ee ‘5 accessible ramp Neg a SECTION "A-A" Norte \ea/ 1/2" = 1-0" a 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQ IN PER FOOT MAY NOTES: #3BARHOOp _ BE USED. WIRE MESH SHALL NOT BE PLACED AT CUTOUTS 2. THE BOTTOM OF THE ORECAST SECTION MAY BE ROUNDED. 1. COMPACTION SHALL BE 952. PORE ri an, ee. Dae eee Tos EXTRUDED CONCRETE CURB. LIFT OES as ‘ 16". CUTOUTS MAY BE EITHER ROUND OR D SHAPE. PIPE TO \ 2. CONCRETE SURFACE SHALL BE TROWELED SMOOTH & HAIR BROOMED. ef BE INSTALLED IN FACTORY SUPPLIED CUTOUTS. 1/2” RADIUS TYPICAL — ORES Oe BR at oe * i 4. THE TAPER ON THE SIDES OF THE PRECAST (BASE SECTION AND AC PAVINGORCONCRETE -. > +} Re ‘ : CTION SHALL NOT EXCEED 0.5" \ 3. PROVIDE A WEAKENED PLANE JOINT OF 2" MIN. DEPTH AND 1/8 eo . aor e) ; OVER Base rER SOILS | al EA MAX. WIDTH IN THE MIDDLE OF THE DRIVEWAY APPROACH AND GUTTER. é ee pach pei oe a ptoral MAY BE INSTALLED WITH FLANGE DOWN © * ieee | | hae ee : Pe an 4. ON MONOLITHIC CURB, GUTTER AND SIDEWALK INSTALLWEAKENED pel ee Ws oo, REINFORCEMENT t re = ~ PLANE JOINTS AT EDGES OF DRIVEWAY. #3 BAR EACH SIDE eer : : : ee tS RET SN eT DATS NSO OSG DSS oa Ay , acca lg PO CG) OG & Sieneun Cony i @ oven: S. MAX. DRIVEWAY WIDTH = 25’ FOR TWO-CAR GARAGE & 30' FOR THREE-CAR GARAGE; PROVIDING THAT DRIVEWAY WIDTH DOES NOT is] y | EXCEED 40% OF TOTAL LOT FRONTAGE. ‘THE WIDTH FOR DRIVEWAY nese J SEERENTON SP PAGE Bo13 ACCESSING LIMITED ACCESS ROADWAYS WILL BE DETERMINED BY THE See eee tel DIRECTOR OF PUBLIC WORKS. rr SOO DEVELOPVENT PLANNING SEE RENTON SP PAGE F005.2 FOR FULL DETAILS TYPE 1P ae eX tru de d cu rh CHV ORRENTON ee DRIVEWAY DETAIL PARKING LOT CATCH BASIN eo ae PE F-41999. i atl Men ae tages at 5 aT th SN NE ers DETAIL 7/C4 : af 1 — 1 -0 = DETAIL 8/C4 RECEIVED aa -F~1 61 ' 1" = 20' _, SCALE: : 5 J. BECKER & ASSOC. Pe can | 2233 E VALLEY ROAD @ SOUTH CENTER RENTON, WA pee E.C.R./M.B. ‘DRAWN: STORAGE CITY OF RENTON + { ECR/M.B. ECR C5 rik ae ws secs ae 5 eae a Pe Re Bee ee BE Saal Bae acer a ener ue aa 2 WP gee eae SS ee ~ EAST. VALLEY. RO AD gee! 2 Ss CATCH BASIN R SS hae RIM= 18.68 — a t= 4635-61 Side Hacer nn Ey pA So tRSt: 19 __. | —— oh Ep ek SS RR PO re Se ae ti Tee ge ee TT Ee sat tall pity Drage ec ieee a or ence ae =) : a Calg es ee ee Te ee ee Fae sue Oe? = 05°02'24" . . 2 (— 67 7 i ( . it a SR eee od oe i pita Waisee —— + ne — 7 ae ~~ ee eS -———— + Se] see cig Ae Ee aL Are CONTRACTORTO ee ek eee idee a ee a eee ee aes wi aees os ar as de & a ~ E Pa ees eS a eg weicor | pe eerie eg ae ar “oan SEWER MANHOLE hy ee eee oe Og tees Gan AND TELEPHONE 1a £210.00 been ar a eta igs So ee Oe re ee eT onsite pee ~ ~-UNDERGROUND eee eae aa STORM PUAN Boo tee Ps At eee ee a gu aR SO ~~ — Ay 8" PVC.WW & S, SERVICES os oti metoge ne et a | < cs po een ie WG —_CL-GHANNEL = 14132 | Re ep ee —@}45:Ns15.86 2 ee ie sen ‘ed “ | LADDER TO THE WEST a - see | Gt eh pg 1D ES 1S orc ak Re oe pe “pies 5 Snes __NO0°24'40"°E i BS ett eS - os oe “4 Pd Ske eee Bip erin neg ee eee sie Shel pear eas cea eek auc hakias ems” ores 9 = : ae ee aaeeeer*=*Ft eo en Seer = } “a os ages $ a PVC NE=16. 60-— 3 saa gets Poel ee a fies ES an tea = * Siege SETS Ts ae TOR SAS ahs ik ED a oe Bes « Be 120. 07° ea ms es tity Looe CER ae cst cee s WOT ote one ares RAT es eh a i Y PaO gs pre e Me EN pats Aah a ne ey ee a eo aA een Tens See eee Ree As Singer OS hee Le x eet oe ae ¢ big Be / of oC ee Aig fs: ps ee eae eer Te) oe Ai Se eee 285.01 eee ec ee ye : ae 2 ~~ CONTRACTOR TO ee 28 ie ve PROTECT AND ~ Sis ae ree eas ee REUSE EXISTING 3/4" INSTALL FILTER FABRIC UNDER GRATE | rib) #8 | / WATER METER 2 : | vs : \N/ e235 /j os STORAGE! Ae Sek he ad gan At ee LS ae (2 o SIGN INSTALL CB FILTER FABRIC INLET PROTECTION Py Pee a a ee oe Ae ee RT SS ee ep op et cee a ae le ee as a a Leto as © 7z / i U ae oli hrps ae BP oe ee Se Se epee CATCH BASIN’. | ae ee pee $= 1 SE epee eg ee RIM= 19.83" | = | | Sop se : x “GT RESET To $000 3 eee es 6" N= 16.93" = ie | | Bo oe / a ; 6° S= 17.98" = | ea oss. z Zs t go came. i 8 ; uk = 4 05% DF vette hag : B’ SSW= 16.27 a | LIA 1 , / ; e Bt we — wee 6" N=17.98" NEW : eee i | Sie eee S fe 9 st Lets | | ae ! are: | { ‘ | | =z b | See at | ae a | re eer | kes e NEW CB TYPE 1P ee. : ees CATCH BASIN ] | he a \ RIM= 19.95" ee oa eds rt | RIM= 19.97 : | stag aN pare thay ‘ | | FINISH FLOOR=21.15° | , po tse fp | o/h.) oe ee | : 8" WSW= 16.27 | _ g < ; \ _— a ae a #6 | | fll ~ HAUL VEHICLES TO REMAIN ON ie \ : vs PAVED OR ROCK SURFACES ONLY ee | | | ro) =| | | ! | E DQ -—-CATCH BASIN | Py] - 2 ae mt! ESP ae Ss x | RIMF 19.22) i ot ee | ® 2. INSTALL FILTER FABRIC UNDER GRATE | er.) 7 Wo et eee < = — | | ; ‘ Ee , é a fe Few oS 2% Sa ry ee ae ae | ante, el a ot i i 3 | g ! peak. ae ce & ee “t+ 7 st ie ae ger —— = 1 GT 4] 12" wSw3 a / | \ Sera DBs cabal. fA eaea eee tae 3 : — CATCH BASIN ete mates TRAILER PARKEDION STRUCTURE, ; | Py RIM= 19.60 ! ae \ ELEVATIONS NOT VERIFIED / \ 6" N=17.20 ? \ wee | oO I : : N r si ———_— “ee 8" S= Ls 1: . \ | ee | ae | | | \ ; = f J Po Ge | | | | to i! } ae, Bene Se Rae 1 re Fo) ee \ | po | | , | ae (SSS cry ae 80,00" s ae FINISH FLOOR=2 1.00 | neha Peet Sen ORBAN sent = Wea cue de Se ; I j | few a NEW CB TYPE 1P | ~ i : =o : P pit=20.25' | | | 0 . 61 €=18,75 ) | _ | : | se gp een | = 6 oe INSTALLCB FILTER FABRIC INLET PROTECTION = | | m | 2 woe Gy 8 sas | | \ | INSTALL CB FILTER FABRIC INLET PROTECTION pee Se ats ie a ee ae | , rs ie | | 3 | nee ee | CATCH BASIN 2 : ! . erie ee | NEW CB TYPE 1P = SO oh ae | | x a ee RIM=20.20' phase | 3 d-Stw-1707. Sho oe | . 6" S=18.28° EX | ST ee eee ee SEOaE eee eo = | | \ is | | tay Sh ae be LEGEND | \ ; | | | REMOVE CB AND Ot foe | | \ | | REPLACE W/ Bip sr : | \ | | 60" TYPE 2 CB P\YSoxR me 5 mo= © DENOTES MONUMENTS FOUND FOR THIS SURVEY. ‘ = . | | SEE DET 1/C4 } |REE a ‘ ' | Me GAS VAL VE \ ! \ % | At ae ' ® — BOLLARD | ; | ‘ | | : & : A Cl) CATCH BASIN NEW | : \ ! \ - | | a . | | [} CATCH BASIN EXISTING rs : | Exel | | : | | (STORM MANHOLE Rr f \ \ | / CATCH BASIN| | Co. Re (GS) SANITARY MANHOLE oe ge — oe | i Q RIM=ID.1A | : ray WAN ee ae SK oe — Me es ee ABE ON aeRO IN tei ko SLR ar ee PN : 8” WNW= 16\36' | A\ 5 gia No) rp POWER VAULT z | a jes Ve INSTALL FILTER F FABRIC U UNDER GRATE Cg Ban 1 ANC eet a aie Ts aReemetes mera army ae / 8" N= 16.34) mt airs ep _ 3 =X @ WATER VALVE | | CATCH BASINS— i eee any | boi ane Mere moe’ f | Cer Ia, $55 FIRE HYDRANT | OO ae Gi Se ee ary ee ©. ST geo nl gn er ent ere ee ena | Osc, (W) — WATER MANHOLE | Pek: ee MSNA ence ae ace ACS KC eee oe me: | ; YONAL YY “Q> UTILITY POLE | | pon ee | ee qe eg eee Po : [sewed lerarzao/ ——} GUY ANCHOR ao oe | | | | ‘ aS NEWICB TYPE 1P tre ea PHAINLINK FENCE : ‘ De hiaad INSTALL CB tes ae FABRIC INLET PROTECTION | : GHP OVERHEAD POWER LINE 2 | | | L 6 GAS LINE _U.G. : | | a ok OVERHEAD TELEPHONE LINE | | | as W WATER LINE 120| | OunN WY BT BURIED TELEPHONE | | | | m © = o ST STORM SEWER LINE U.G. : tee rare ga i eile : S SOR SS SANITARY SEWER LINE U.G. / INSTALL FILTER FABRIC UNDER GRATE = Pe ERICH BASINS et | os 3 | RIM= 19:81" | eer | re; © 60.20 FINISH GRADE @ Cerra samo: eee oe ee Shame 6" N=17.08" ne ties. "i = 8 o~ «OF PAVEMENT . =e an ER. ars eras ear ag: oan, ae Se en = a x : - - teas Sun CPEP § CORRUGATED POLYETHYLENE PIPE EN SU Re geen ae, 2 RE seer ene eee ies CATCH BASIN . x : aa ON MEETING AASHTO M252 TYPE S Bie TS OPATAS e a ERTSS ae 488.16 ot ¢ oa 3 i st Re NY 6" S= 18.28" ~ §01°23'47"W RESO, ag Biel Degen ae 7° MOREA RASC RMAN ES Seed able tens ean Ae eC Sek ee a a -@ SOUTH CENTER 3) 1s | WATER AND SEWER UTILITY PLAN 2 Zo 3 5 ONTRACTOR T — $ 9 TO PROTECT Dales fe Oe a RR UD fa erty a oa Ss bs Diet ieror| = 8 E ae AND RBUSE hpi © ee io area IE Soar g § # as a EXISTING 3/4” — aie __- - —— EAST VALLEY ROAD ry 2 iggie if WATER METER we ee Ee Fs ee N [SESS 3 + a CONTRACTOR TO —— perl Ment oe ee ee Q REUSE EXISTING = 05'02'24 it 1g ite Gy] ——_—— ae ape TN i lamer” ““RLECTRICAL AND ; See Ce Sah a ee, eer ee a he aay aa a | < —_ ee TELEPHONE ery ~ Lael wn | SANITARY SEWER | eR 5 ee Sn tet asl tor = NY Praha Rey | (e) = SERVICES 3 ate : B Bee *D eS ae iene On 3 [4 20 | MANHOLE | tw ie eS ae eR re 1 Noor 4dNe |] fb a pol Sk Aa | = ey hs ena Acs Tags \ ; - Jk, OIE ep eed 5 cena UR aR TAOS ae LASER OY MORES (8 TREN CL CHANNEL = 14.32" | \ cet Fee gcc a fSarento tee a ee x : : LADDER TO THE WEST | << oer a une > ae a a = : Ss. PETER SCHROEDER ARCHITECTS ba apie eee 6 ome Se NEW ssc Pr] (tues f ; jr | — = te ore a ae a PATER —— ; Aiming ae | rn ° 1904 Third Avenue Suite 1005 | : : 42 be : <7 Gogg fous miele ‘ell ponltat Lf et ctpvcsomless WATER UTILITY - GENERAL NOTES eat, weenngion, 96101 | : ! ¢ iS d LAN ————— > + ——_ > nes v “ > on / / | s } Rae St 8 api” = ST 90.5% TO REMAIN SELECTED NOTES APPLICAPLE TO THIS PROJECT Fax: (206) 223-1042 i | ; . qu of-—~ Bs | Fal ft pee Bi % vice _—— he 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY mu omehe | on 7 | < 4 ! a = DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF | cf if | af et sie aaen 6" PVC SDR35] ee : RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. i aay ; oO) : WY 2 SEAR e : eee ear APP aR Se | Se biti F Api Gi WATE EE ahi et | : 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE | | “< Z/] as ee int siden at kd : TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATER 1-800-424-5555. e oC a | “~~ -- “|. BACKFLOW PREVENTION DEVICE ON | . we | & | fe esewetd : ene SEWER PIPE. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS a. | os Lis ao ; me eed Reel jc A es CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS SHALL BE PUSG-ON | — ee } oe A eh is ops — St oat . OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SHOUTH OF SUNSET BLVD AND WEST OF SR 167 OR IN et Be oz | 2 | Oe RR ae ieee era SBI it ) SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. OWN | { . . L ‘ YN Li) | ba mi 5. CASTIRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH as = an ga C) ! th ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3" TO 12" IN DIAMETER Soar < | Beant ons wee | Fo AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. ae en Feely irae Se FINISH FLOOR=21.00 ain 3" TO 12" DIAM FITTINGS WHICH HAVE MECHANICAL JOINTS AND OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 ; o = | ool re Ra | , | as OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C110/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL game | oe | ; Lak 3 a JOINT SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.53-84 AND THAT PORTION WITH FLANGED JOINT SHALL BE IN ACCORDANCE WITH al | @¢ ee o one FF 21.25 ie eae ANSI/AWWA C110/A21.10.82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF Oo=s3h | | | ka aS ANSI/AWWA C110/A 21.10.82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. oO ON EXISTING 6" DI a | / ad sit <0 BM a | om tsetse sale va] Peete os Beh & ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12" AND LARGER BS SN | ro AGRE HITTING 1 | | : Se Se ee S$] <j 2 SHALL BE AT A MINIMUM OF 48" BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. west VY _ ey, ead Dl! \ Cae ee ha —SsT-——— | e@ aa: oie 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN | io % R : ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING KS kde | ‘ En ae ram , SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 1 \ i | ie \ a oS 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER ama) | aioe “g | N | SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE < | 7, DD ® Se ae, in ee WITH SECTION 7-11.302)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. . 2 is! | Ne. ap fo CRT ew SCN FIO OE am alerts opt ee, | | e) ‘@) & S| & *S ° AE SRNR ccna verseaciae ee aa 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF TEN (10) WORKING DAYS NOTICE IS REQUIRED faa} a 2 | = 30-0" 2 ES A ERP ALOE Maat 7 oO | FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. | ti 7 ciawieeier <A | > Tae: r=) TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. sg < | / CREE a ae aT aa En at | Om nll: pe alae ~ ea : 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. el z | , "y Spe | U we Abang hl Red Ade ead . SF 3 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER = - | ee PETS | : ee aie _] | APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. > Zz. 13. ALL CONNECTIONS TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED [x] © Aa | WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE | : J L ECE rine SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. rsp) a mide oe ee en Ra aad | en 33 y : SS gg a | 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO | EE : > ST | NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS \ be ae : x x + . SHALL KEEP AS-BUILT DRAWINGS. Se q sg ag a allo ATER CR a stn wie eee J | ¥ Ae ad 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. F 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE.AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY | a 9 OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. m ‘ ab i) fe | 32 os «LJ Pgh: Sl rh | ~ Poa cf ESS 3 SANITARY SEWER NOTES & SPECIFICATIONS Oo 2 =) Peres oe. ke pee : 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST . Lid SCRYERS ENR, EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. < OC . | 4] : 2.- NOT APPLICABLE NO WORK IN RIGHT OF WAY PS i 9 fa | af} Bede et | 3, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" | i Sidigi« PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON | 5 gy | Uy | EGEND STANDARD SPECIFICATIONS. =m oO OC) oa i seer ee, ae . 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE Oo) gag ¢ TRUE AND CORRECT TI OID GE s aa H | | ‘= @ —_ DENOTES MONUMENTS FOUND FOR THIS SURVEY. - EC ee ee eee om <6 Pe et ere GAS VALVE 5. APRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE wn Sw | re CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ONSPECTION WILL BE ACCOMPLISHED ” | e (©) BOLLARD BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN | Ol —sCCATCH BASIN NEW ADVANCE OF BACKFILLING ALL CONSTRUCTION. |e [J CATCH BASIN EXISTING 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS A (®) STORM MANHOLE AND OTHERS ON THE CONSTRUCTION SITE. Revisions Lan ante d (©) SANITARY MANHOLE Merk Date | 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. na P 2 x POWER VAULT 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. < By =X @ WATER VALVE 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ba. 4 FIRE HYDRANT | ie: 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY DEWER SYSTEM WHICH HAS BEEN | @W WATER MANHOLE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. oe ae Sia ee ee Q> UTILITY POLE 4 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6", MAX DEPTH OF 8", THOROUGHLY Nay ake get bak -—> GUY ANCHOR TAMPING EACH LAYER TO 95% OF MAX DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR 5 8 ae ae a) TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. Ade | Reels | | © LUMINAIRE gw ee | 12. NOT APPLICABLE NO WORK IN RIGHT OF WAY we Pop Pf X= CHAINLINK FENCE ‘ LoS = he [ots aS OHP.. OVERHEAD POWER LINE 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. Roo Sheet Contents soe a aw bee 5 G GAS LINE U.G. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILZED TO THE SATISFACTION OF THE DEPARTMENT FO THE. 5 ED WATER a a Bay icc. Sos alee Aer) SOMA Laie PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. Qe eG WO ke, hae z t er eN & ee We WATER LINE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE AC | CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY ay | | —.--.. BT... BURIED TELEPHONE LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED SEWER | I | PS er Sens SEWERLINE UG BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING loid 34 BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. Fee ey hate Gea tag Bee ~~~. SS——— SANITARY SEWER LINE UG. : | / q ia coon Mace he ae : { ExPmRES. 4/5/07 ay 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D3034, SDR35, OR DUCTILE IRON CLASS 50.1, A-4 4 + Hea Go ae a eg 60.20 FINISH GRADE @ ake : Le A | | o_O PAVEMENT be. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6" AND MAX 18" AOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL | | oe ae : “tes DIRECTIONS TO MATCH PAVING.