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HomeMy WebLinkAboutLUA74-789 - Large FormatWH I T W O R T H AV E , 5. MO R R I S AV E . 5. SM I T H E R S AV E . 5. oe i. 3. \T@ ST. o | oc O 2 &. BR ST vi : =z wn z = Ss. 19@ ST. S tn ee ee ee KING COUNTY Ae CITY LIMITS CITY OF KENTON RESERVOIR SITE Wi 5. 157. ST ie o) ge nn oo PROPERTY OF { NW PIPELINE. CORP. vi 10 0 ™ KI N G CO U N T Y RE N T O N CI T Y LI M I T S sw ‘Th ST \ 3 wv > 4 4 ro} Zz a \ LI N D AV . SW , xi \ S, !4a¥ sT ee | peer 7Z__Nilosvett_IL LS S. RENTON VILLAGE PL. BU R K E Av , S. ial WA T T UC K WA T WO R T H $; MO R R I S . AY , \G T 2\st Sake v 4 LI N D Ay . SW . gs t 2ano_| | st. Sa p Ay , LA K E B BU S C H PL S . VE S er s AY . S, IGo® ST. 1 VICINITY MAP APPROXIMATE SCALE 1°= 800 PROPERTY OF PS. FF &l eae HTE Yaa SCALE [= CQO" XX er Ok : i “@ Beek ke NO : - \ 7 Wa $25 Bhs “eo. hae wi ee Re Nye ue : \ NUN § eS i Ate S, PUGET DR. We WM. Ne IN SP- 789-74 | GENERAL NOTES T. DRARIACE CONTROL AN EXISTING LUN-NAMED AND INTERMITTENT CREEK FLOWS TH KOUGH THE WORK SITE, AS SHOWN ON THE PLANS THE CONTRACTOR SHALL EXERCISE NECESSARY PRECAUTION TO PROTECT THE CREEK FROM SILTING. THE CONTRACTOR SHALL INSTALL 30” CONCRETE CULVERT PIPE AND G” FER FORATED DRAIN THE AS SHOW ON THE PLANS. THE 36° CONCKETE CULVERT SHALL BE INSTALLED TO THE APPROMIMATE LINE AND GKAQE OF THE EXISTING CKREFA BED, MINIMUM SLOPE ALLOWABLE FOR THE 36° CULVERT /§ O01 FT- PER Fx. ( 75 CFS FLOW BASED ON 100 YEAR FLOOD CONDITIONS ) THE 3” CULVERT SHALL BE INSTALLED PRIOR TO ANY EARTHWORK TAKING FLACE SO TO PREVENT SITING THE NATURAL DRAINAGE, . EMBANKMENTS Will BE SLOPED FOR DRAINAGE AS SHOWN ON THE PI ANS AND SEEDED PER THE LANDSCAPING PLAN. H, LANDSCAFING ANO REHABILITATION SCHEDULE EXISTING SMALL PINE AND EVERGREEN TREES ON THE WORK SITE ARE T; O ACCESS FORD TO FROVIOE SCREENING. THE ENG/NEER WiHL SPECIFY WHICH TKEES ARE TO BE SALVAGED, WHEIV TRANSPLANTING, THE BALL OF THE EVERGREEN PLANTS SHALL BE SOL/DLV HELO TOGETHER BY THE FIBKOUS FOOT SYSTEM OF THE PLANT IW ITS NATUBAL POSITION AND SHALL BE COMPOSED ONLY OF THE EARTH IN WHICH THE PLANT HAS BEEN ACTUALLY GIOIV/NG. ILANTS TEMPORARILY STOKED SHALL BE PROTECTED AT ALL TIMES WITH THE GALL SECURELY WRAPPED WITH BURLAP, OF OTHER MATERIAL, AND KEPT PAOIST- EMBANKMENTS SHALL BE HYOROSEEDED WITH/N ONE WEEK OF COMPLETION, LE MOVED AND KEPLANTED ALONG THE Hl. WOKK METHOD THE ENGINEER DOES NOT PURPORT TO CONTROL THE METHODS. HOWE VER, THE METHODS Wilt BE SUBJECT TO AFFRKOVAL OF THE ENGINEER OR LOCAL AUTHORITIES WHEN, /N THE/R SUDGEMENT, A NEED EXISTS TO MINIM ZE DUST, MUD, NOISE. , OB OTHER NOXIOUS CHARACTERISTICS, LV. LOMEFACTING EARTH EMBANAMEN TS THE FOLLOWING SHECIF ICATION = 1NCORPORATE. 5, QUT 18 NOT LIMITED STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 7?, METHOD “A” OF STATE OF WASHINGTON I9G9, PARA. 2-03.3(14)C. TANK BEDDING LAVERS SHALL BE COMPACTED IN SUCCESSIVE HORIZONTAL LAVERS AS SHOWN OIV FLANS, AND EACH LAYER SHALL BE COMPACTED BY ROUTING THE LOADED HAUL EQUIPMENT WER THE ENTIRE WIDTH OF THE LAYER. WHEN FERIMITTIED BY THE ENMGINEER, BEDDING LAVERS TOBE BtUULT UP AAOUNO TANKS 14 PLACE MIAV BE WASHED 170 PLACE WHERE INSUEFICIENT W/DTY EXISTS 70 FERMHT THE USE - LOM FACTION EQUIPIVENT, THEREAF TER, (HE BEMIAINOER OF THE EMBANKMENT SHALL BE CONIFAC JEL? WITH SLUITAELE SMALL MECHANICAL OR VWBRATORY COMPACTOR UNITS LIV THl SUFFICIENT COMPACTED DEPTHS OF NOT LESS THAN 18” EXIST OVER THE UYMLERGKOUND STRUCTURES 70 PERWUT THE USE OF HAULING OR CRAWLING EQUIPMENT “LIU THE LCIABANEIVIENM 7, LEGEND SINGLE FAMILY HIGH DENSITY MULTI-FAMILY COMMERCIAL RECREATION PUBLIC AND QUAS|-PUBLIC WASHINGTON NATURAL GAS COMPANY PROPERT y NORTHWEST PIPELINE CORPORATION PROPERTY FE FER EE LIRA VWV/NG.S S1)~ Sali LOT 1a ae (20)- BQO) GALLON FAOPANE TANKS $7 SWARR STATION SR DIG -7F 4 WASHINGTON NATURAL GAS COMPANY RENTON re exe! VICINET Y GMD LPM L/SE MAF —- SWARR STATIOM PEAK SHAWNG- FLAN T KENTON, WASHING TON 9 SG /74.|iR 6673 Jos 74-£/55. 9 WA 6 /44 DRAWING APP. Toes .. AREA own. J), YOST CHO a Te scate SHOW/V 2D-837 WH I T W O R T H AV E . 5S . MO R R I S AV E . 5 I SM I T H E R S AV E . 5. e ES eed b rae mies leet cee 8.17 wy =e poem ie o 8 r or ie = g| jem ST. | A Age Se. WI L L I A M S AV E . S. Ae CITY LIMITS __ CIyy RESERVOIR KING COUNTY OF RENTON SITE 5, 1572 SE AV E 2: Sa t pe PROPERTY OF / / NW PIPELINE CORR Ss, IGOT ST. vi " KI N G CO U N T Y RE N T O N CI T Y LI M I T S SE N E C A AV . SW Sie WA T T UG K , we a r MO R R I S Av , o fa a LI N D Ay . SW . Sw AV . SW . SW MA P L E Sa r AY . ee a LA K E @ BY S C K PL S . 3 \Goe ST VICINITY MAP AFPROXIMATE SCALE 1°= 800" PROPERTY OF Ps PR él 68. HITE Gee SCALE (ACRE S. PUGET DR. e 3 Z | With, MA I, an r k w n IN GENERAL NOTES SP- (8T- I T. DRAINAGE CONTROL AN EXISTING UN-MAMED AND INTERPAITTENT CREEK FLOWS THROUGH THE WORK SITE, AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE NECESSARY PRECAUTION TO PROTECT THE CREEK FROM SILTING. THE CONTRACTOR SHALL INSTALL 36” CONCRETE CULVERT PIPE AND G” PERFORATED DRAIN THE AS SHOVW/ ON THE PLANS. THE 36" CONCRETE CULVERT SHALL BE INSTALLED TO THE APPRONIMATE LINE AND GKADE OF THE EXISTING CREEK BED, MINIMUM SLOPE ALLOWABLE FOR THE 36° CULVERT 1/5 O.ON F; 7. PER. FF ( 75 CFS FLOW BASED ON 100 YEAR FLOOD CONDITIONS) THE 36° CULVERT SHALL BE INSTALLED PRIOR TO ANY EARTHWORK TA, KING PLACE SO TO PREVENT SULTING THE NATURAL ORM/NAGE, EMBANKMENTS WitL BE SLOPED FOR DRAINAGE AS SHOWN ON THE FLANS AND SEEDED PER THE LANDSCAPING FLAN, H, LANDSCAPING ANDO REHABILITATION SCHEDULE EXISTING SMALL PINE AND EVERGREEN TREES ON THE ACCESS FOAD TO FROWOE SCREENING. THE ENG/NEER WIL SPECIFY WHICH TREES ARE TO BE SHLVAGED WHEIV TRANSPLANTING, THE BALL OF THE EVERGREEN PLHNTS SHALL BE SOL/DLV HELO TOGETHER BY THE FIBKOUS FOOT SYSTEM OF THE PLANT IN ITS NATURA. L FOSITION AND SHALL BE COMPOSED ONLY OF THE EARTH IN WHICH THE PLANT HAS BEEN ACTUALLY GIOIW/NG. FLANTS TEMPORARILY STOKED SHALL BE PROTECTED AT ALL TIMES WITH THE BALL SECURELY WRAPPED WITH BURLAP, Of OTHER MATERIAL, AND KEPT MOIST: EMBANKMENTS SHALL BE HYOROSEEDED WITH/NM ONE WEEK OF COMPLETION, WOKK SITE ARE TO BE MOVED AND REPLANTED ALONG THE Hl, WOKK METHOD THE ENGINEER DOES NOT PURPORT TO CONTROL THE ME THOODS. HOWEVER, THE METHODS WILL BE SUBJECT TO HFFKOVAL OF THE ENGIIVEER OR LOCAL AUTHORITIES WHEN, (N THEIR JUDGEMENT, AH NEED EXISTS TO MINIMMZE DUST, MUD, MOISE. > OF OTHER NOXIOUS CHARACTERISTICS, LY. COMEACTING EARTH EMBAVAMEN TS THE FOLLOWING SPECIFICATION INCOKVORMIES, BUT 18 NOT LIMITED 7O, METHOD “A” OF STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 19G9, PARA, 2-03.3(14)C. TANK BEDDING LAYERS SHALL BE COMIPACTED 1N SUCCESSIVE HORIZONTAL LAYERS AS SHOWN ON Fa LANS AND EACH LAYER SHALL BE COMPACTED BY ROUTING T) HE LOADED HAUL EQUIPMENT OQUVER THE ENT, TRE WIDTH OF THE LAYER. WHEN FPERIITTED BY THE EN, GINEEK, BEDDING LAVERS TO BE BULT UP. AROUMO THANKS 1 PLACE MAY BE WASHED N70 PLACE WHERE INSUFFICIENT WIDTH EXISTS 70 FERMUT THE USE LOM FACTION EQUIPIVENT, THEREAFTI ER, THE KEMAINOEK OF THE EMBANKMENT SHALL BE C OWPAC IED W/TH SUITABLE S0AALL MECHANICAL OR WBRATORY CONIPACTOR LIMITS LINT1L SUFFICIENT COMPA COTED DEPTHS OF NOT LESS THAN 18” EXIST OVER TH E UMVERGKOUND STRUCTURES 70 PERNT THE LSE OF HAULING OR CKAWL/ING EQUIPMENT UPON THE EMABANEIVIEN I, : LEGEIO SINGLE FAMILY HIGH DENSITY MULTI-FAMILY COMMERCIAL RECREATION PUBLIC AND QUASI-PUBLIC WASHINGTON NATURAL GAS COMPANY PROPERTY NORTHWEST PIPELINE CORPORATION PROPERTY FEF ERE LEA VV/INGS SD-Sa) — LOUDON a (2O- FOQOOD GHLLOI FAOPANE TANKS fT SWARR STATION SP IG 24 \' WASHINGTON NATURAL GAS COMPANY RENTON Ghee celal VICINITY AND LAND LSE AREA. MAP — SWARR STATION FEAK SHAWING FLANT RENTON, WASHINGTON C TINE GETS own. 1D. YOST | 9 SG /T- Ce eee CHK'D 7 Teal Vi G 44 DRAWING / scate SHOW/V APP Ty ae CD-83'7 3 GENERAL NOTES SP-787T- 74 % y T. DRAINAGE CONTROL AN EXISTING UN-NAMED QND INTERMITTENT CREEK FLOWS THROUGH THE WORK SITE, AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE NECESSARY PRECAUTION TO PROTECT THE CREEK FROM SILTING. THE CONTRACTOR SHALL INSTALL 36° CONCRETE CULVERT PIPE AND 4” FER FORATED DRAIN TILE AS SHOV/ ON THE PLANS. THE 36° LONLKETE CULVERT SHALL BE INSTALLED TO THE AFFRONIMATE LINE AND GRADE OF THE EXISTING CREEK BED, MINIMUM SLOPE ALLOWABLE FOR THE 36° CULVERT 15° OOH F, 7. PER. FF ( 75 CFS FLOW BASED ON 100 YEAR Fl00D CONDITIONS) TAKING PLACE SO 70 PREVENT SILTING THE NAT UKHL ORM/NAGE, SE N E C A AV . SW . LI N D Av . Si THE 36° CULVERT SHALL BE INSTALLED PRIOR TO ANY EARTHWORK EMBANKMENTS WiLL BE SLOPED FOR DRAINAGE &§ SHOWN ON THE FLANS AND SEEDED PER THE LANDSCAPING FLAN. ——e } H, LANDSCAPING AND REHABILITATION SCHEDULE aa = S, 148% ST 2 pad eee ee J |S. RENTON vincace PL. —_ BU R K E AV , Ss : | EXISTING SMALL PINE AND EVERGREEN TREES ON THE WORK ACCESS FORD TO FROVWIOE SCREENING. THE ENG/NEER Wil SPECIFY WHICH TREES ABE TO BE SHLVAGED, 3. WHEN TRANSPLANTING, THE BALL OF THE EVERGREEN PLANTS SHALL BE SOL/OLVY HELD TOGETHER BY THE FIBKOUS FOOT SYSTEM OF THE PLANT IN 17S NATURAL POSITION AND SHALL BE COMPOSED ONLY OF THE EARTH IN WHICH THE PLANT HAS BEEN ACTUALLY GAHOIN/NG. 4. FLANTS TEMPORARILY STORED SHALL BE PROTECTED o// BURLAP, OF OTHER MATERIAL, AND KEPT MOIST Ss 5 EMBANKMENTS SHALL BE HYDROSEEDED WITHIN ONE WEEK OF COMPLETION, SITE ARE TO BE MOVED AND REPLANTED ALONG THE >) eA | 1en | st 3. AT ALL TIMES WITH THE BALL SECURELY WRAPPED W/TA MO R R I S AY . \om St j 3 | /; = i ¢) is} 4 : 5 S.ist® St Sw 2\er st? na S) Sw. = o 2 WH I T W O R T H AV E , S. MO R R I S AV E . 5 SM I T H E R S AV E . 5. HT. WOKK METHOD THE ENGINEER DOES NOT PURPORT TO CONTROL THE ME THODS. HOWEVER, THE METHODS WiLL BE SUBJECT TO AFFKOVAL OF THE ENGHVEER OR LOCAL AUTHORITIES WHEN, /N THEIR JUDGEMENT, H NEED EXISTS TO MINIMIZE DUST, MUD, NOISE, OB OTHER NOXIOUS CHARACTERISTICS, AV . SW . oe UI vi \e /| > a Bo n X . lO O W AN . Ss . aN LI N D Ay . sw . Bu s c k K PL , S. MA P L E os t sa e & LA K E a4 £ SH A T T U C K AV . S. sW 238o st. Low st 4 TANK BEDDING LAYERS SHALL BE COMPACTED /N SUCCESSIVE HORIZONTAL LAVERS AS SHOWN ON PF LANS ANO EMCH LAYER SHALL BE COMPACTED BY ROUTING THE LOADED HAUL EQUIPMENT QUER THE ENTIRE VIGNE, Ar 5 VGIWEER, BEDDING LIVERS TO LE BUILT UP AROUND To iN s APPROXIMATE SCALE 1”= 800" TANKS IN PLACE WIRY BE WASHED MWTO PLACE WHERE INSUFFICIENT WIDTH EXISTS TO PERMIT THE USE : KAD : - COMPACTION EQUIPMENT, THEREAFTER, THE REMAINDER OF THE EMBANKMENT SHALL BE COMPACTED : VO be ie ESE S | WITH SUITABLE SWMRLL MECHANICAL OR WIBRATORY COMPACTOR UNITS LINTIL SUFFICIENT COMPICTED DEPTHS OF WOT LESS THAN 18" EXIST DVER THE UNDERGROUND STRUCTURES 70 PERWUT THE USE OF HAULING OR CRAWLING EQUIPIVENT UPON THE EMEANKIVIENT. valid LY COMFACTING LABTH EMBANKMENT THE FOLLOWING SPECIFICATION INCOKFOKHTES, BUT 18 NOT LIMITED TO, METHOD “A” OF STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1969, PARA. 2-03.3(14)C. \ \ \ MO R R I S ‘A V E . ‘S . Wa 3 J ln 4 ) 1 \ \ \ N \ oe ‘ \ ‘ \ LEGEINA) SiS SINGLE FAMILY HIGH DENSITY MULTI-FAMILY ‘| =COMMERCIAL WI L L I A M S AV E . S. 8, 192 ST. fe CITY LIMITS 7 = > KING COUNTY Deel RECREATION oo m * PUBLIC AND QUASI-PUBLIC CITY OF RENTON RESERVOIR SITE on NORTHWEST PIPELINE CORPORATION. PROPERTY PEPE Ae LISA VVIINGS bh //, WASHINGTON NATURAL GAS COMPANY PROPERT Y 5, 157@. ST. = Sis — (YOO AON y= (2O)- FIOOD GALLON FAOPANE TANVAS 7 SWARR STATION SE BIT-2K 6 WASHINGTON NATURAL GAS COMPANY area_ KENTON mar no_ ZB VICINITY AND LAND USE MAP — SWAKR STATION FEAK SHAWNG FLANT KENTON, WASHINGTON ad SST |S /c a maar Jie FLAIV page CHKD 7, oS Yue /4 DRAWING SCALE [AAD oe } —=——_ i S scate SHOW/V APP. Toes ae END ST VA. ; PROPERTY OF él NW PIPELINE CORP. Q AV E . 5S . PROPERTY OF mon la Gl CO: Sa u KI N G CO U N T Y RE N T O N CI T Y LI M I T S Ss. 1GOT ST. - 4 ui ui a > gq v x < a fe 2) = 2 g ° is 2 = SE : | || BP dew | ae vi a ie e. & wi} PS: Sse 8.17 w === ae r oc a 2 S. 18™ ST. vi B Pq wn z 25} = S, 19T ST. s He Cl SUMS ae YG COUNTY > 2 KING COUN J Ra | | | | | | | | | | | | | Ny CITY OF Revs LYS | RESERVOIR SITE Uy : | | | | | | | | | | 5, 157! ST. ce /. g Ps w vi 7 : ul] | PROPERTY OF / : < NWN PIPELINE CORP Q : : g x ae s sou st} : \ z 5 \ . ” ‘ : x \ ‘ \ NS RE N T O N CI T Y LI M I T S SW Tt = ye ie Ae N SE N E C A AN . SW LI N D AV . _ SW , IZ Ss AY . MO R R I S AV . SW . Sw LI N D Ay . SW . Bu s c K PL , Ss . a [e c i e a n a n e . AY . S. MA P L E SW Loe st VICINITY MAP APPROXIMATE SCALE 1°= 600° PROPERTY OF pS P&L Ge STE ~AAN SCALE [= BO” \ \ \ \ Sag OPPO 5 ca ij I, an i k w n IN 3D-SG6! — KODITION OF (2O- BOO) GHLLON FIROPANE TANKS 47 SWABR STATION GEIVERAL NOTES L.. DRAINAGE CONTROL AN EXISTING UN-NAMED AND INTERMITTENT CRLEK FLOWS THROUGH THE WORK SITE, AS SHOWN ON THE PLANS. THE CONTRACTOR SHALE EXERCISE NECESSARY PRECAUTION TO PROTECT THE CREEK FROWV) SILTING. THE CONTRACTOR SHALL INSTALL 36” CONCRETE CULVERT PIPE AND &” FERFORATED DRAIN TILE AS SHOW ON THE PLANS. THE 36° CONCRETE CULVERT SHALL BE INSTALLED TO THE APPRORIMATE LINE AND GRADE OF THE EXISTING CREEK. BED. MINIMUM SLOPE ALLOWABLE FOR THE 36° CULVERT 18 O01! FTC PER LETf, ( 75 CFS FLOW BASED ON 100 YEAR FLOOD CONDITIONS) THE 3” CULVERT SHALL BE INSTALLED PRIOR TO ANY EARTHWORK THAING PLACE SO TO PREVENT SILTING THE NATURAL LORMINAGE, EMBANKMENTS Will BE SLOPED FOR DRAINAGE AS SHOWN ON THE FLANS AND SEEDED PER THE LANDSCAPING FLAN, H, LANDSCAPING AND REHABILITATION SCHEDULE EXISTING SMALL PINE AND EVERGREEN TREES ON THE WORK ACCESS FOAD TO PROVIDE SCREENING. THE ENG/NEER WIL SPECIFY WHICH TREES ARE TO BE SALVOGED WHEY TRANSPLANTING, THE BALL OF THE EVERGREEN PLANTS SHALL BE SOLIDLV HELO TOGETHER BY THE FIBKOUS FOOT SYSTEM OF THE PLANT IN 17$ NATURAL FOSITION AND SHALL BE COMPASED ONLY OF THE EARTH IN WHICH THE PLANT HAS BEEN ACTUALLY GLOIN/NG. ILANTS TEMPORARILY STORED SHALL BE PROTECTED 4T ALL TIMES WITH THE GALL SECURELY WRAPPED WITH BURLAP, OF OTHER MATERIAL, AND KEPT MOIST EMBANAMENTS SHALL BE HYOROSEEDED WITHIN ONE WEEK OF COMPLETION. SITE ARE TO GE MOVED AND REPLANTED ALONG THE Ll. WORK METHOD THE ENGINEER DOES NOT PURPORT TO CONTROL THE MET: ODS. HOWEVER, THE METHODS WILL BE SUBJECT TO AFFROVAL OF THE ENGINEER OR LOCAL AUTHORITIES WHEN, /N THEIR JUDGEMENT, A NEED EXISTS TO MIMMIIZE DUST, MUD, NOISE. 5 OB OTHER NOXIOUS CHARACTERISTICS, LV. COME ACTING EARTH EMBANAMEN TS THE FOLLOWING SPECIFICATION INCOKFORHIES, BUT 18 NOT LIMITED JO, METHOD “A” OF STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, I19G9, PARA. 2-03.3,04)e. TANK BEDDING LAYERS SHALL BE COMPACTED IN SUCCESSIVE HORIZONTAL LAVERS AS SHOWN ON PLANS, AND EACH LAYER SHALL BE COMPACTED BY ROUTING Ti HE LOADED HAUL EQUIPMENT WER THE ENTIRE WIDTH OF THE LAYER. WHEN FERIITIED BY THE ENGINELRK, BELDING LAVERS TOBE BUMT UP. AKOUMO TANKS 1 PLACE MIAY BE WASHED 170 PLACE WHERE INSUFFICIENT WIDTH EXISTS 7O PERMIT THE USE LOM FACTION EQUIPIVENT, THEREAF TER, [HE KEAAAINOER OF THE EMBANKMENT SHALL BE COMIPAC TEL) W/TH SUITABLE SMALL MECHANICAL OR WIERATORY COMPACTOR LMITS UNT/L SUFFICIENT COMPACTED DEPTHS OF NOT LESS THAN 18° EXIST OVER THE LMDER GROUND STRUCTURES TO FPERWUT THE USE OF HAULING OR ChKAWLINVEG EQUIPMENT UPD THE EMA BAMISVIED Fr : LEGEND SINGLE FAMILY HIGH DENSITY MULTI-FAMILY COMMERCIAL RECREATION PUBLIC AND QUASI-PUBLIC WASHINGTON NATURAL GAS COMPANY PROPERT Y NORTHWEST PIPELINE CORPORATION PROPERTY FECFEREING LI5A9VWV/NGS SP 6 WASHINGTON NATURAL GAS COMPANY arta_KENTON ie ecliel WICINITY AND LAND L/5E MAP — SWAKR STATION FEAK SHAVING FLANT RENTON, WASHING TON C/74\IR 6673S - own. 1), YOST | 9 S So 5B WLETES CHKD 7, 1 vw CS) Ze 74 DRAWING. / sas SHOWN [ow | CD-5 357 YA : SY ; < ina) ee RAT IVE Sn ee Lae iiline Wu “y AK ee C BURIED) COMPRESSOR BLDG. AO EVER GRE. ees <= PLANTIN WILLIAMS AVE S. (1007 AVE SE.) VPI 4 WASHINGTON NATURAL GAS COMPANY area RENTON uae Non OST LAMOSCALIYMG 4 KEHAB/ILITATION FLANS — SWARR STATION FEAK SHAVING FLAN T RENTON, WASHINGTON ; _W. W00D 9 75 GIIR GE73 = asta Jos 74E£/55 cHKD Tow 7. De G ae DRAWING 2 scae {2 SO‘ | ap. Toned T, Go5 37 i SP- 789-74 Be At Be = CULVERT ELEY. 120.0" — 4 WASHINGTON NATURAL GAS COMPANY area REN TOV ieee. ACL! TOPOGRAPHY 4 DRAINAGE SHOW/NG \ | | STRICTURES — _ SWARR S747 /ON A FEAK SHAWIVG FLAT ’ \ RENTON, WASH/INGTON pwn. D. YOST | 9 /G /7A4|R_GOT3 : Jos 74E /545 CHKD Try 1 ) 1 G /o¢ DRAWING eva scaue /“= 50” APP. Tore aa Qo S38 A ai e SP- 78 g USAGE"REPOR Page of MOTE: COMPACTION OF FILL SHALL BE 2 \w.| 2 |a'x/50# BOUT, SET-T1LL.x 3/4 DIA, ee lation Sheet) ! 70.|20 |7L. WIRE BOX 3 BASED ON AASHO SPEC'S Sah ID IBE BEGaA : P \68| / |54°ID CATCH BASIN W/GRATED LID — PB (67 |350°4136°CONC. CULVERT PIPE ~REINFORCED | —— X (66 |400'* 16° PERFORATED PLASTIC DRAIN PIPE —= -—TYPICAL COVER 1%6" MIN. P |65|20 |4°BOLT KIT # 4-30 FFVX.-NO GASKET : 6° PERFORATED PLASTIC 64| 2 |4" PETES PLUG 72010 l DRAIN PIPE * (63) 4 |/’ x6" WP -THRO. = NR Tp Ee % [62] 2 [1% 90° ELL - SCWO-BLK — pene ANGLE OF REPOSE % |6/.| 710’ |3"COPPER TUBE — * [60| 2 |" LPT TO 3/@° TUBE ADAPT. — a 59.| 30° |V2" PIPE -BARE 7004.2 # a 48 | 4 |”2" BALL VALVE 56342 N Y— PEA GRAVEL PB 157| 2 |[3/4"x I" SAGE RELIEF VALVE-SETC 3504 SELECT FILL x * |56.| 2 [34 CPLG.-SCWD- BLK — mo 12" LIFTS —— \ J oAND B |55| 20 |VENT VALVE # J-4/5-/ FISHER SS Le - i Ne ‘ 54120 |GAGE -SQU/BB-TAYLOR *C’ — INSET A" — JOB LS 6 a “< ‘SITE ‘ P |53.| 20 |2%" THRD. ADAPTER # 53/8 Ree E SIE MW & eee et P \52.| 20 |2%2°CPLG.-SCWO.-CUT TO 3 LG. —= ae RES aed? \ ; 5). | /00' WA" RE PIPE SOR 433 7O1TI od 7.01 ACRE Z ‘ aie B (50) 20 |/4" x /50# EXCESS FLOW VALVE-FISHER G-102 | —— IRS, Riel i 2 PB |49| 20 |2"x/50# EXCESS FLOW VALVE -F/SHERGIO2|_ —— 726° MIN { P |48| 20 |2°x/50# SPACER FOR 14"FLOW VALVE —— ee ; 2-6 Gi PB |47| 20 |2°x300# BOLT SET~458"LG. x5/8 "DIA. — : akin Bi ra S iC nareeg Saye . : 70.26 eee VON O-D PB \46.| 40 [2° x 300# GASKET -FLEXATALI Be es SO Ce ee 20 22 GE EaLE P |45| 20 |2°x300# 50. FLGE. RF — ae eh ae P [44| 40 |2°BOLT KIT# 215 FFVX. (NO GASK REQD)| —— | = ao JIE WAL. Gee} P (43 | 40 [2° BOLT KIT # 2-15 FFV. -CM0 GASK REQD) | —— ee [er | ca ae TT = B \41|40 \2"x50# - LEGAL DESCRIPTION : < PROP 6° PERF DRAIN PIPE INSTALL P |40.| 80 |2°x/50# WN.FLGE. RF —— a so Bs ee ae i ToT eALGaKee* /7.0/ Bele W.! MINIMAL SLOPE FROM STO WN. P |3%| 40 |2°x/50# NORD V. # 120/ pee Br That portion of the SWk of Section 20, Township 23 North, Renge 5 East W.M., described as follows: SEE DETAIL # / P 138143 |2° TEE WELD STD. WT 78340 3 ie a ‘ one “he ee 5 Ps s : SECTION eas. SMA! ZO 37 3 2° y 45° FIL = = ZO4BO: _- Beginning at the Southwest corner of said Section 20; thence North 02 06'30" East along the } P 136.| //2 |2”x 90° ELL “ “ 204500 - west line of said Section 501.87 feer; thence North 87°09'25" East paralle) with the gouth Tine TOWN SHI mee @ : : je GE: “ef gaid Section 20, a distance of 70.26 feet to the True Point of Beginning; thence North 02°06" R Se P_|39, 1/90" |2"x . 154" PIPE ~ BARE : - 30" East 1666.903 feet; thence North 74932117" East 144,091 feet to a point on the Westerly ANS > , Z P. |34| 20 |3° EXCESS FLOW VALVE-FISHER G02 | —— | margin of a strip of land conveyed for roadway to. the City of Jenton by Puget Properties Inc. — j ey? NLS ce hay -a\> Pp 133.140 4x 275# NORD. V # 120) Rane 2 [ Ee and recorded under petites 2 Foo 5646273; awe Mite 16 age cere rg tane vere preg las r) P1321 20a" x/50# PELIEF VALVE. PEGD #GSSAG “margin 1115.915 feet to a point of curvature; thence along a curve to the left w a fi See a aa es 7 = BAR 70450 ~ $84.26 feet turning through a central engle of 35°18'25", an arc distance of 236.79 feet; theace * P. \3). |\850° |\4x.237 Wale Pipe ace : a “South 21°20'40" Kast 429.865 feet; thence South 87°09'25" West 801.99 feet to the True Peiat of ss P \30.| 20° | SPACER FOR 2" FLOW es Beginwtegs . ‘ wai x Sarre P |2%| 60 |A"BOLT KIT #4-15 FEVX.(NO CASK REQD) \50042 ee : oo -P |283| 40 |4" BOLT KIT #4-/5 FEV. (NO GASK. REQ‘D)|50040 pa Situate in the City of Renton, County of King, State of Weehingten see ere Hl eg NS fe P \27| 20 |4°x/SO# BOLT SET ~5'L6.x YA" DIA. == sa ae a ook at oe POINT "Z" = INTERSECTION OF @ OF NEW\ P |\26.\ 20 |4"x /50# BLIND FLGE. RE === a Dion PLAN 2 Leen DESCRIPTION PROPANE TANK #V-//C ¢ THE EXTENDED! P \25.\ 20 |4"x /50# S.O.FLGE.-R.F ot See x Sagres! ESET es @OF EX. PROPANE TANK # V-/0A PB [24] 40 |4"x/50# GASKET -MICARTA-INS.__ ome x aa ade \ = sym [item | QUANT DESCRIPTION SURITEM 1AGVenmlinvene | STAG Hnuieer: G Rives ree r are ae ae: ieee = ~ CONTRACTORS 7a / Bation ea WN G USE ONLY | pal le ! ae Ee UR EACE DERN P= ORDERED BY ENG. a ee ays 7 st RGA 30.000 GALLON PROPANE TANK see oy WY ee ae ee %*= PROVIDED BY CONTR. sos no TAFE -/55 IPACL 73: lea 53°72" LG. x 10-0" 00 —4 WIDE Bie sa Se a = 4h | 4% \ Ek. ! Z es oe a sig: cee as FESR EL NANTE de aCe PAGE OE COMPLETION ELEV. — 150° = : SS zi y ae I EX~36 CMA ee fea AME ee eS | ee ce LETION < y POINT “¥"= INTERSECTION OF ———\5 Sail : ed Ua a oad af ; oe £ OF NEW #/ TANK € EXTENDEB- eee | 2» 1 P 123.120 |4"x/50# GASKET-FLEXATALIC _ See fe oe AREA To BE aes € OF EX. TANK V-5K 2 x e 227 = “SG pop 36° CONC CL ER Nem ioe ee nee a EXCAVATED z YA bok / . fd \ CATCH BASIN ATEND OF |P_\2| 20 |4'« 2x 90° REDUCING ELL— WELD-STO.WT. | —— /30'— > a S Lae 4 yt ” PICK UP THE | P_\20.| 67 |4° TEE a IE es: a cal | ASS = = | Gieeeuee P |i9 [24 [4x 90? ELL “ — Ss ms a Be <=. Se I SUREACE DRAIN SYS TEM) BE ee é NBs | seg i ; ee ———~ ! FROM THE EAST AT TOP | 4 \le.|\4 |4°x 4 can NOTE: FILL REQ'D UNDER TANKS o- fe es 36" CONC. CULV. %61 | «- | DETAILS TH/S AREA D OF CB. LID ONCB.TO BE| P\i7\|20 \6"x/50# BOLT SET —5 LG. x 78" DIA = . TO BE GOMPACTED PER STATE JV =/h\ E NORTH OF EX. FENCE} | | eee 7 het GRILLED. P \16.| 20 |4° x 300# FLAXATALIC GASKET — OF WASH. STD. SPEC’S FOR ROADS ¢ oF meses a Elis 2 | 15 |40 |6°x/50# GASKET ~FLEXATALIC — BRIDGES ~/969 EDITION. } hij 3 ak eat 3/8"COPPER TUBING INSERTED IN 1 Bx 4" x /50# REDUCING S.O.FLGE. RF = a e ) ey “Pe — DATUM INFORM \ ap a) Wa" PE, PIPE ~0-20# LINE 10 9510-656\-—- Z a ASE gees AEE SaaO TA — ae os ee ij) Sees i) i! aT mig 5 sr 1 BUTTERFLY VALVE| P {!3. : “ : x a a Ly) hl) i] TORTGeraIvE: Hh genie iI \conreoL | P liz | 2. |@"x/50# BUTTERFLY VALVE # 9510-656 et ant ig be ! a | ROOM | COMPRESSOR BLDG.| BP li| 4. |8°x/50# GASKET -MICARTA — END OF TANK SHOULDER OF BERM ae hee Wy {! iH | | P \10| 4 |8°y /S0# WN. FLGE. = EX. ROAD SLOPE. = te es! He eal Ht ete ee P19 | 18 |8%x4" FISHMOUTH TEE — WELD — a fat sf | sal || 2: Nn eee “\ 4" RE, Ef - ~ ; Wr| —— faa 4%_|4% D : j on Ae a | iain a alt ap R|a.| 2 |8"x4" REDUCER “ECCENTRIC ~WLD. STO. WT. a ELEV. ~ 150 emmmcosoct— — 7 TYP ALL| TANKS NOTE: ELEV.AT TOP OF TANK / eo aa ae ND) pPiz|3. \a«45° ELL aa ear Paes ees TO BE SAME AS EXISTING eer ae il eye ey oe, PRIGNGS 19790" FIZ ee a aE oe NT ITORAGE TANKS — /44.63 y Say | 1] it a (aie B TEE “ " puoi Oe Re Sie ee ZW, ; re Vy B |4. | 335 18"x.250° WALL P/PE — BARE = 2 Ses - ee / = Tet 7 a a oe | if 2 a [af eet acerca | /30- LYN ff be Bees 77. A |! P | 2 | P08 56 GAGKEL—FLENAT ALE a | yi AGL 0) tele Zale) 4 he Pi | 20 Oreo BLO ELOE a Bes D Soar t we \ sme ON Tae 20 |30.000 GALLON STL TANK ~ 53-TY4'LG. oe go Ree x/0° DIA. ~ PETROLANE INC. DATUM- TOP OF EX. ¢@ OF CREEK A) % x LX x x x x x x x Xx EX. CHAIM LINK FENCE DOR rename eerore| acter | rora, account|] =] onvea | ove OTORA GE TANKS yy, SYM ITEM | QUAN DESCRIPTION 9 sass Seas Pa |] NUMBER oO NUMBER | DATE u INTRAC ; = ELEV. 144.63 pas ek ao ee WING USE ONL id PERMITS oe aaa ia LINCS Ee Vu : CITY OF RENTON 150 pa a 4% 4% Jase Sy ai i —— ——— — — Sen <= yo FL O 1g PLA z re Sw 2S SCALE: |” = 50-0" E Se ps SSS S \\ <<——__ FY. Grane SD DPEG-TY SO TVONS Or CRY, Se . HINGTON NATURAL GAS COMPANY ELEV. 133.25 ' Le “ MOWERS) WAS TYR ALL TANKS DRAIN ~ SEE DETAIL #1 ifs esa it, aa PROP. 36" CMB [ GzG VIEWS LOOKING. NO. ; Ee SCALES [= 20-0" §, _EXCAVATION, FILL § BERM DETAIL ; PAINT ALL ABOVE GROUND BARE PIPING WITH 2 COATS OF WHITE ENAMEL OVER / GOAT OF PRIMER. ALL BURIED BARE PIPE 70 BE DOUBLE WRAPPED W/ PROTECTOWRAP ALL PIPING MUST BE THOROLIGHLY CLEANED TO PREVENT DAMAGE TO PUMPS. CO. CATH. PROT. GREWS TO INSPECT TL. WIRE CONN'S ON TANKS BEFORE THEY ARE BURIED THE TOPS OF THE TANKS MUST BE THE SAME ELEV. i) Ve 12S) JUL VEIN) (DE VAYL, SW) 32) TING TANKS. SEE NOTE ON EXCAV, SURVEY CONTROL BY WN.GAS Co. LEAK TEST ALL PIPING @ /00O# FOR 24 HRS AIP TEST TO 250# PER SPEC'S*6./4. INSTALL THE INSTRUMENTATION GREWS TO DO THE FOLLOWING: Y2"-60# LINE TO THE BUTTERFLY VALVES. MOUNT THE #68 3-WAY SWITCH ON THE GONTROL ROOM PANEL. PROW/DE 20#SUP - PLY TO ST. CONNECT TO STUBBED UP 3/3" COPPER TUBING BOTH ENDS COUTSIOE OF BLOE. & AT BUTTERFLY VALVES) SEE DET #4 ¢5EC G-G SH. #/ RE BV e e eS Os i Ne t s . DE S C R I P T I O N SP E C S — SH H / £7 area REVTONW MAP NO. 2// > OS! INSTALLATION OF 20-30.000 GALLON PROPANE STORAGE TANKS-SWARR STATION — PLOT PLAN, LEGAL DESCRIPT, TOPOGRAPHY~GRADING ¢ DRAINAGE DE TAILS own. VW WOOD ‘B Way, J TA IR6G73 RR NO ee ule ae JOB 74£ (565 DRAWING sone 45 SHOWN | a Tone, T | SD-FO/ VAX A y L\ CH A N G E D EA R T H CO M P A C T I O N \8 - 2 8 - 7 4 Le e yi qe aes en SQUIBE-TAYLOR MODEL’C’ 2 20 v9) 4 53/8 THR'D ADAPTER 19 G FISHER J-4/5-/ Nets VENT VALVE 2%" THRD STL CPLG.-CUT ZA a TO 3" LG “AY z I <<! _ Qo SSS + A= IIL Wane & i] -T : L ! TOP OF FILL @ co ol f Se aa a haega 1 1 ee lel | 247’ £ OF TANK# VA TO VIL aa - eg Mime |. 89 % FULL N My ve ala iI "| : tt i} | S Felinaentieieeeieions yb Ij ltl ——— _, 70P OF TANK : ~ F ‘ x9 . | A, c Ry : SECTION C-C qq ion &. ‘ g Vie ae eS TL. WIRE~ SEE DETAIL *& Nodes Qt £V-1/D & V-IC 4 V-//B 4 S /30" T¥O TANK VZD et Ss eee Xq Y-\/A TANK 3 fA [ SS 2 x : A) es x a B 8 ey 3 { ea. ~ Fol EN NOZZLES A [ee 4 K N-5—4"'x/50# GAGING DEVICE +— 3} q Oneal tepals cea ge ee SR | (i IN = : i iis SASS) SIS 4 : k O | : a fe) SECTION B-B =a g == i) 1 Ra a, Cams herring RR K ae N-4.—4°«/50# RELV. MANIFOLD Q (44 Ss i a a : cE Al - Se ee = ee ‘ WO SCALE . Sey 2 e|| * eae | | Re — =O | : NY ps ie = eee J Sk BS N-3-—2°x300# VAPOR IN = . SS ee eee Og i! ae () Gj 7 26a ce ir Rg loko" y 7a) @2)-@9 | JAGR S| eee ee J NIN S x 20 23 0B ie ; XS N | N-2— 6°x/50# LIQ. REDUCTION “j=———|_ ( = eB. = il UF ALE ea a P Ses | ‘ \ 33 < en! | ‘ = SS ® ‘ ‘ Ge) Quer ! eee ae P , 2 | ss ks NOTE: AREA SHOWN SHADED, THIS SHEET, N=[—4°-/50% VAPOR IN OUT af = — G@) S ® ep e2-=2>=-- | SS IS CRUSHED ROCK WALKWAY. SEE fees | eres lee alel S ; i 3 See DETAIL #6 SH. #3 FOR SPEC'S. ae 33 @5) |, | Le Baan | “9 % ‘ nid i St) 24), (8) & (Ss o Ss S i Nil } ea C?|! : MANWAY—/8" x /50# 4+ NA of : ] Se a | ~31—2"-V-4-2/ a x sar CU SES (es) 4 om ie naa A|__|h | a : pe S gk Aaa Y oS Ol ee YN hank TEST LEAD WIRES a er | All S8K SEE DETAIL # 2 ~~ mie eissnen sae ee 7 1 Ld nae SHE TANK INSTALLATION PLAN DETAIL #5 -SH. #3 ['-6" MIN. TO 2'-0" \ GALE sf SsIO=O” 23" tee Za | COVER Pere SEE DETAIL #7 Ee \ THIS SHEET eS THIS SHEET 2 VA a s DETAIL # | G1) | D (THIS SHEET) y a s QQ el Was ® | SEE DETAIL #3 ra ora th Mh ee UE = == peu /-4-2/ ELEY BOP AT 2 GHEET # 3 1) Hy 436 iS a @ | We L slew = 2 Wee} in (74)] eI ts | Ge) any er) ~—, — } 4-[-4-2 “ “w te Vass i i 2 alti Fe el. SEE DETAIL#4 frond el aN == aUE = matt =| oad SHEET #3 SP.297- 74 alll = Y, & hal a 35 == ely Libs Z 6-0" a Wy = : 4 WASHINGTON NATURAL GAS COMPANY = ro 2 ee ee ry ssn RENTON nar no Zil-O61_| / i TANK * ee ae a : — ® oes a za t = eN REVERSE PIPE, ON SLEEPERS, 180° CSEE SH#4 FOR SEC D-D) he pee ae eee eee 5 { x \ : 2 : - ( ia akc * DETAIL #1 pee 5 STATION- TANK INSTALLATION FLAN oe A ® > ® EAL ae ee = = et a AND PIPING DETAILS (TYPICAL 18 TANKS} @) <a. ae re poe Sau : ow. W.WOOD | 8 17/74 Mw — as DETA IL # 7 z | = | | _| CHK'D Tony a & J\9/74 DRAWING 2 SCALE: 3/4"=/'-0" ie 4 ie: | scatAS SHOWN |. Touy ] | 30-96/ 5 (0° WIDE FOR MANIFOLD PIPING AT PROPANE TANKS eiaeieetanietientientan SP- 718 F - 7 Af FOR CONTINUATION EX. PROPANE YAPOR SEE TSH. #/ COMPRESSOR | 5°" BETWEEN NEW TANKS ¢ EX PROPANE VAPOR COMRES, OF VB BL, PIPE ROM COMPRESSOR | ee ea as v7 = ACTOR TO STUB UP 6" TIRE ROAD es GRAGE BOR ENDS | nO Qi NAAN 6" OF I” MINUS CRUSHED ROCK ANG); - - mm IN | | | ue | aa | { 2°x6" TREATED CEDAR | [ i | y Z (ae “~° CRUSHED ROCK WALKWAY DETAIL #6 x JRA ® NO SCALE = + = @ ye OC LONE YH l ie lee oe x NG ea > LAS L 5 S G oo = = = = = = EX. 2°-V-4-2Z] B — ne ae Se a 4 * : = feeweepieigs lif Dotti eee ee eee eet i Dae Ge > q = GBI Ta | ae a ee ee ee ee ee ee OS Lae Pe pe a Se ek EE a NIS| a = i | | ____-_=2_-- eo eee i | (ee Ce Bh eh he ) 7 WN @ © > hae \a H za) | & : FF \ ‘ Ss ES 3, Se ee ee eS 1 = ye ls = c= a | ‘ - ae EX 8-L-4-4 = Ly H | ae ee a ee aw) WY ee ee yt E % ia ye 7 F 6 | H | 1 EDGE OF EXISTING CRUSHED Fie nN, | L DETAIL # 4 (FROM SH#2) SCALE: YA" 2/0" # 9510-656 ACTUATED DE TAIL # 2 (FROM OHH) DE TA IL +# 3 (FROM EZ) Pee is es "2"-60# SUPPLY 70 CONN “B" ON #/68 SCALE* 3/A"= |'-O" SCALE. 34" =/'-0" @Q CONTROLLER ~ THIS LINE BY INSTRUMENT CREW. 9 2 | 0-20O# LINE FROM 68-2 3-WAY SWITCH -PANEL MOUNTED INV INSTRUMENT. (ROOM, | 0 7 ()- | ees aa SECTION F-F SECTION G-G vs <p ea ‘i: a : Ae Ad Gee ee 22%" YA" ~ GLE. ae 4" PIPE se 2" PIPE SWE SLAB” vas 2" x 192" x 3/6" L -@"L6. DETERMINE IN ae DETAIL # & (TMS SH) I" GROUT Goa (OE SLOPE GRADE) FLEV. TOP OF STL 2. INSTALL 2 PLACES. SEE SECTION E-E Soe ot f ja‘ DIET. 3 ‘4 Toe re be— '576" HOLE IN 2° BD Piero fF 8" jo" Z. 7a S : ee as Yq" STL B-6" SEE TYPICAL ANCHOR oS eee is IP ef NIDE x 36°. ; BOLT DETAIL Awe . fas \ J S gl Oe ee ere BARS : 4 WASHINGTON NATURAL GAS COMPANY mt 4, Le — 2"x 3/8"x 2" BAR @ ie ie oe joes ae, ANTON OE f = _ |— 98") ANCHOR | Col Tak MANIFOLD. bol INSTALLATION OF 20-30,000 GALLON S | wv ,| AREA SPACE AS REQ'D (PROPANE STORAGE TANKS-SWAKR vs "ah 3 : Se OEE ORE STATION- DETAIL OF? PIPING, CRUSHED Pee | SET BASE TO UNDISTURBED / ede ROCK WALKWAY € PIPE SLEEPER SEC._HA-H Geare de ase ae SECS \ae 4 AT EACH PEDESTAL own. W WOOD | 8 S17 774 \R COTS” NO SCALE ANCHOR BOLT DETAIL he Raans # BRIDGES- [769 PIPE OLEEPER (24 REQ0) VERT. REINFORCING BAR Sun lee ee i084 EDITION. DETAIL #35 Fess TY 3-96) yA —SS | scaled. S SHOWN | avr. [ouy | S