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Home My WebLink AboutS-348701W- Fi I �n O m 0 N N 0 -6 N 0 3 a N O N 1 LO (O O uu 3 EX M H I IN NW1 /4, NW1 /4, SECTION 15, T.23 N., R.5 E., W.M. a 3 +00 969.66' _ 1634.81x/ - - -ss� / N.88 -� REBAR W /CAP NO'D - -�- "22338" ON PROP. OR q (VISITED 2/08) L CA _ -- & 3/4" & DCVA of 3 +75- NEW \v3 /4" N DOMESTIC METER W & 33/4 "& RPBA �- t I ( 04, ' - t \ 404 \ 9. EX. FH W /STORTZ VAY 1 / FNC. 1.5'W OF PROP. LINE- CTR. OF RKY 6.6 W OF PROP. LINE c� 0 ti SS, EGRESS ESMT. 210240068 10/9-voq APR ROX. LOCATION Ai AS SHOWN ' YO I 1 1 6 2.93; 27.31'RIF SSCO; INV= 397.93 N I A�� (NOT FIELD SURVEYED) T P =406.9 6" SCd 12/15/08 1 +07.96; 27.21'RT SG 6" ____ INV= 402.00 ss _ ._ 12"SS( #5 -503) (5' MAX. FROM I i _ - - - - -- i I INV = 403 °/ 50(6 "IN -S) SCALE : 1 " =15' C.O.R. BM #1937 i - - - -- -------------- ss- _ SS ; 0' 15' 30' _ W NO /T REQUIRED / ELEV = 403.723 "- '- '- - - ---_ t ' IC. CURBc GUTTER I / __ CONE SIDEWALK PP f U _ - W 12'W( #S -503) r ---- i II I I I I , / I _ I I 12"C.I.W (WD #90) T EX. C.B. - -- / T - - W / r-�r'- 'T- T" - - INV397.Ob(GIN- S)(NE1/V)- 4" - - - - - -- - -- TEL. CABLE - W - TOP 402.98 o CORE EX. MH & RECHANNEL. - - -- - - N. INV 399.9810 "S i' FNSTALL 6" SIDE SEWER RESTORATION /// EX. M.H. WITH INSIDE MH DROP PER ISHALL BE CURRENT CITY OF o" TOP 405.61 C.O.R. STD#B075 -1. RESTORE RENTON TRENCH RESTORATION & a 3 +00 969.66' _ 1634.81x/ - - -ss� / N.88 -� REBAR W /CAP NO'D - -�- "22338" ON PROP. OR q (VISITED 2/08) L CA _ -- & 3/4" & DCVA of 3 +75- NEW \v3 /4" N DOMESTIC METER W & 33/4 "& RPBA �- t I ( 04, ' - t \ 404 \ 9. EX. FH W /STORTZ VAY 1 / FNC. 1.5'W OF PROP. LINE- CTR. OF RKY 6.6 W OF PROP. LINE c� 0 ti SS, EGRESS ESMT. 210240068 I / / I / r / I I/ I I / / I / / / o INV ' 379.3118 "E EX. PCC PAVEMENT STRE AY REQUIREMENT PER C.O.R. STD#H033 V 30 "STf - 24 "HDP ,-.IN 379.2 G L /I T I I / I t I / I 1 / I / T I / � I IQ I i Iw IJ I IN I> 1 Iw I i t I Ir I I 1 L_ r , �/I �- -- - -- 407 - -- - �- - -- 408 1 / I / 1 � /x I � I I I I IX 1 L\ I \ t NOTES THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH OF ALL UTILITIES. 4 +00 E SS( #S -503) I \IL\ N.E. 4TH ST - 4 +04.02 -_ \\ (POSTED 35MPH) 0 N I N \ c 6" GAS 44' -6 "SS`s `� S =2.12% ( \ I SET SITE TBM: . --- � NAIL IN PP GLFV = 409,94' ABANDONED 4 "A.C. WTR(W -240) BERM _ -_ -_ -___- w i 33'EX F.H. 8 "C.I.W(T.J.)( #W-240)TELTCABLE --�/`- - i 9± EAST EX VERT. CURB &' GUTTER EX 4.5' "PCAN 408 0 "SURVEYED) SO Ex 5 WA 10/9-voq I I -- Ai AS SHOWN ' YO I 1 1 6 2.93; 27.31'RIF SSCO; INV= 397.93 N I A�� T P =406.9 6" SCd 12/15/08 1 +07.96; 27.21'RT 5' -6 "$S STUB 1 6" 450 GAL OIL /WATER a1z w E INV= 402.00 SPD SEPARATOR(SFE- DETAIL) (5' MAX. FROM I i RIM = 407.00/ INV= 403.00(6 "OUT -N) S BLDG I / / I / r / I I/ I I / / I / / / o INV ' 379.3118 "E EX. PCC PAVEMENT STRE AY REQUIREMENT PER C.O.R. STD#H033 V 30 "STf - 24 "HDP ,-.IN 379.2 G L /I T I I / I t I / I 1 / I / T I / � I IQ I i Iw IJ I IN I> 1 Iw I i t I Ir I I 1 L_ r , �/I �- -- - -- 407 - -- - �- - -- 408 1 / I / 1 � /x I � I I I I IX 1 L\ I \ t NOTES THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH OF ALL UTILITIES. 4 +00 E SS( #S -503) I \IL\ N.E. 4TH ST - 4 +04.02 -_ \\ (POSTED 35MPH) 0 N I N \ c 6" GAS 44' -6 "SS`s `� S =2.12% ( \ I SET SITE TBM: . --- � NAIL IN PP GLFV = 409,94' ABANDONED 4 "A.C. WTR(W -240) BERM _ -_ -_ -___- w i 33'EX F.H. 8 "C.I.W(T.J.)( #W-240)TELTCABLE --�/`- - i 9± EAST EX VERT. CURB &' GUTTER EX 4.5' "PCAN 408 0 "SURVEYED) SO Ex 5 WA 414 II �� / I I I j I I t t 1 I t t I INN � i I II I I I I I 1 I I I I I I I I I I 06n0 tt 1 I 0'CA\ I ON I R \ I r \ \ F 1 `v E. LINE W1v 2, W1/2, N1 /2, NET /4, NW04, NW1 /4 l \ YIA DUGMIIIPL -' OZ -10 -Oy Cell 2 Working Days Before You Dig 2. 2ND au PLAN REVIEW 1 -800- 424 -5555 1. IST CITY PLAN nYtEW Utilities Underground Location Center (ID,MT,ND,OR,WA) NO. REVISION / �,,, , -18 E, TOP 410.42 INV 380.4218'E INV 380.3218 "W 6+ 6.43 G MRIIIIIIIII Q z � 0 s W I W z m w I- Q w Z o N 1= 0 a o J Z IX Z 0 a � a - w < �o �iJ I M a I s M F t- I 12 Y4' 14" 1 71" 12 Ya - 14" - CAST IRON RING RECESSED LIFT POCKET 2 NO. 1012P DIAMOND PLATE INSPECTION COVERS (12 "X 12") 10/9-voq I I -- Ai AS SHOWN ' YO I 1 1 6 2.93; 27.31'RIF SSCO; INV= 397.93 N oE51cINm� O T P =406.9 6" SCd 12/15/08 1 +07.96; 27.21'RT 5' -6 "$S STUB 1 6" 450 GAL OIL /WATER a1z w E INV= 402.00 SPD SEPARATOR(SFE- DETAIL) (5' MAX. FROM I i RIM = 407.00/ INV= 403.00(6 "OUT -N) S BLDG i I INV = 403 °/ 50(6 "IN -S) SCALE : 1 " =15' - /-BAFFLES I I 1 ; 0' 15' 30' BLDG/ PRINKLERS I NO /T REQUIRED 1 i FF =407.0 I I t I I / (SEE NOTE 3) z, r I i II I I I I , / I I I I I I t 414 II �� / I I I j I I t t 1 I t t I INN � i I II I I I I I 1 I I I I I I I I I I 06n0 tt 1 I 0'CA\ I ON I R \ I r \ \ F 1 `v E. LINE W1v 2, W1/2, N1 /2, NET /4, NW04, NW1 /4 l \ YIA DUGMIIIPL -' OZ -10 -Oy Cell 2 Working Days Before You Dig 2. 2ND au PLAN REVIEW 1 -800- 424 -5555 1. IST CITY PLAN nYtEW Utilities Underground Location Center (ID,MT,ND,OR,WA) NO. REVISION / �,,, , -18 E, TOP 410.42 INV 380.4218'E INV 380.3218 "W 6+ 6.43 G MRIIIIIIIII Q z � 0 s W I W z m w I- Q w Z o N 1= 0 a o J Z IX Z 0 a � a - w < �o �iJ I M a I s M F t- I 12 Y4' 14" 1 71" 12 Ya - 14" - CAST IRON RING RECESSED LIFT POCKET 2 NO. 1012P DIAMOND PLATE INSPECTION COVERS (12 "X 12") NO. 222P DIAMOND PLATE ACCESS DOOR (24 "X 24") 8" DIA. HOLE TYR EA. END FOR INLET & OUTLET NOTES: � f 111 -1 1 0" 1'4t� 1. UTILITY VAULT COMPANY, INC., $660 -SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE OPENINGS. IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE- DRILLED. PIPE OPENINGS SHALL&&L#%R 20 FEETPOF 6RIVEFOR ACCESS BY MAINTENANCE VEHICLE. 3. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR, LINE -SIZED PVC TEE SHALL BE USED WHERE LINE IS 6 "DIA. OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE LINE IS LESS THAN 6 "DIA. 4. FILL WITH CLEAN WATER PRIOR TO START -UP OF SYSTEM. 5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 6. CONNECTIONS TO CONCRETE WALLS WITH F.V.C. PIPE REQUIRE PVCXCONC. MANHOLE ADAPTERS. SEAL ALL PIPE CONNECTIONS WITH NONSHRINK GROUT. NOTE& 1. 8" CLEANGIJ S SHALL BE EASE JORDAN IRON WURK5, NQ N". 3F9A OR FDIIAI. MFAN 01.T SHAII AF A WATFR 7IMT ASBFMRI Y. 2. IN UNMPROVED AREAS, POUR A P-d' THICK, W-0" SQUARE CDNCREM. CLASS 3000, PAD AROUND THE RING AND COVEP.. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING 3R36. To 10/9-voq I I -- I SumevEO, CRONES AS SHOWN NoNrzoiNwVOi a1e5i %Nash YO TD TIED oE51cINm� O 1 12/15/08 7P0 p1U'w"' JO 6" OUTLET 10/'�0/06 SPD CHEG(F0: JPO AT NLL 501E IF NOT ONE INCH � Mm N... - - - -- DATE 6'0" +PIMED; - /-BAFFLES 1 INSPECTION & SAMPLING TEE E GRIT /SLUDGE (SEE NOTE 3) z, -z" RE TAINER WEIR NO. 222P DIAMOND PLATE ACCESS DOOR (24 "X 24") 8" DIA. HOLE TYR EA. END FOR INLET & OUTLET NOTES: � f 111 -1 1 0" 1'4t� 1. UTILITY VAULT COMPANY, INC., $660 -SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE OPENINGS. IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE- DRILLED. PIPE OPENINGS SHALL&&L#%R 20 FEETPOF 6RIVEFOR ACCESS BY MAINTENANCE VEHICLE. 3. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR, LINE -SIZED PVC TEE SHALL BE USED WHERE LINE IS 6 "DIA. OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE LINE IS LESS THAN 6 "DIA. 4. FILL WITH CLEAN WATER PRIOR TO START -UP OF SYSTEM. 5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 6. CONNECTIONS TO CONCRETE WALLS WITH F.V.C. PIPE REQUIRE PVCXCONC. MANHOLE ADAPTERS. SEAL ALL PIPE CONNECTIONS WITH NONSHRINK GROUT. NOTE& 1. 8" CLEANGIJ S SHALL BE EASE JORDAN IRON WURK5, NQ N". 3F9A OR FDIIAI. MFAN 01.T SHAII AF A WATFR 7IMT ASBFMRI Y. 2. IN UNMPROVED AREAS, POUR A P-d' THICK, W-0" SQUARE CDNCREM. CLASS 3000, PAD AROUND THE RING AND COVEP.. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING 3R36. To 10/9-voq UPO I SumevEO, CRONES AS SHOWN NoNrzoiNwVOi a1e5i %Nash YO Io /oz /oq TIED oE51cINm� O !0 12/15/08 7P0 p1U'w"' JO aNE ,N SD 10/'�0/06 SPD CHEG(F0: JPO AT NLL 501E IF NOT ONE INCH � Mm N... BY DATE APPR +PIMED; far:FY. -1 ! TIGHT OIL /WATER SEPARATOR NO SCALE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: =� Z DATE: 49r}-Z3 2069 BY: DATE: BY: __ - DATE: 8 OR 6 INCH CLEANOUT ` 19217 36rd Avenue W. Suite 106 ADOPTED a9 Lynnwood, WA 98036 o ® . CHY DF ffi N �¢I O� ` phone: (425)775 -1591 STANDARD PLANS e-mail: info ®Isaengineering.com UN DARE: D3 /2005 w-A I;3S4E. web: Isaengineering.com DWG. NAME: 8076 -1 SP PAGE: 8076.1 FINAL MYLARS - Io -22 -oq SSA #5102 VAN NGUYEN &: MINH -DU HUYNH X06 -27 -08 VAN'S AUTO REPAIR " aoa �+ES ASE: xulwl -oH oaAww'6p SEWER & WATER PLAN 4405 NE 4TH STREET - RENTON C3 °x'70 CQ; -38101 B- 08034E 0