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HomeMy WebLinkAboutzS-2153SetIY SEC. 10, TWP. 23N, RGE. 5E, W.M. GRAPHIC SCALE 5p 15 30 60 IXl MATCH LINE SEE SHEET C11 OF 12 IN FEET) 1 Inch a 30 ft. IL 7.5' it • 75 IA ''F iQ "sQ '.. 1 - � �g2 392 j F© CD 15 SEWER EASE CD PROPOSED LEGEND II I, 81 SSMH SANITARY SEWER MANHOLE ® '73 �I 391 £� SSCO SANITARY SEWER CLEANOUT 401", 4 I WINDSOR I SS SANITARY SEWER ATM oo I I, 10 WATERµ NEW WATER LINE -- - -- 11 PLACE s Z " � i 15 S�.» 13"ll -i i - __.- NEW STORM DRAIN LINE "' APARTMENTS Ott, l4 - - -- - -- CONTOUR 9 'Al I z hm, EXISTING LEGEND 30' SQ I ♦ h' A,C. ASPHALTIC CONCRETE B E BOTTOM ELEVATION cp L.1001 i I r , B. M. BENCH MARK 8 -SD h B.O. BLOWOFF VALVE o �I L4 I 1 1 C. 13, ATCHRBASINOF I N 8 02' 58" � CENTE ` ' Z 114 I I RIGHT -OF -WAY ° % I I C . C . CONCRETE CURB 4 CELL .o " I 1 WET DETENTION 75.06; I C.D. CONCRETE DRIVE VAULT 1 °o I I C.G. CONCRETE GUTTER CI CAST IRON PIPE .L� I Q rn 1 I C.L. CHAIN LINK M I CMP CORRUGATED SACK 300' +- E. AT WD. p90 Co I I ° CP CONCRETE PIPE BACK. OF. WALK) h'7� LLJ O TE =379900 12" (PUMP- o I 1 C . W , CONCRETE WALK /WALL PVC w E., 1�' I �� HousE) o 1 �- 1 I (D) DESCRIPTION /DEED DATA = I cl \ DI DUCTILE IRON Pvc our S.W. I r,' I w I z I EC ELECTRICAL CONDUIT \ N 88° 02' S8 W 174.94 - N Vt n 1 � E.C.C. ED CONCRETE � i \ EXTRUDED CURB SFF. FINISHED FLOOR o FRE HYDRANT G GAS MAIN I sD - -- �D -TC E+e' DU -Y `9i ' '4 F#8 0823.28 e ` J N 30 "SQ 1#_ SAU /rae MaNHO�E #/ I- I.E. INVERT ELEVATION -L - -- so ' \ „•.> -- - - - - -� (M) MEASURED DATA -P P P -P s �Ee' /CN =.375z P,V,C, POLY VIN YLA C.W. C.D. P p T S A.��. - -.- G••SS 1�5i I C.W. C. w. /E /S ��C sw= 375.27- _ c- CHLORIDE rc rc -sn -�- c.D. /E !Z "PpC E= 373,52 P t:n� F -- P_ _s ss -ss- (R) RECORD DATA y Tc rc r ROUND 3" BRASS SS SANITARY SEWER STA o+oo. Tc Tc Tc Tc- c" R/W RIGHT -OF -WAY Z FOUND CONC. qg• .� EXIST. SSMH _Tr TC- -'C D MON. IN CASE 3 (48") R D- ----.. CD - -� 1 I DISK IN CONC. MO >< TE= 389.51 zD � SSMH SANITARY SEWER IE= 379.00(12') S.W. MANHOLE STATION IF BLDG. OCCUPANCY PVC OUT) . X SD STORM DRAIN SDMH STORM DRAIN N 88° 02' 58" W - c gEQ'D: PRIOR To LL,,LD. � ------------- -� -__- MANHOLE - W w G G G G (SEE GOETAIL BELOYn w w w G c c _ c I 5 TC TELEPHONE CONDUIT " W w w w w -" w- w W- w o G -- -- c--- c------ c - - - -- T. V, TELEPHONE VAULT w- w w W _ W w w - w _ ° -- T.E. TOP ELEVATION w W W- av w = -W w -- UTILITY POLE I W -- W W WATER MAIN FUTURE MH ERI -42 (48•DI ° THE /NCLdPMATjDA/ApGLp7o 71//SSf/EETL✓/TH///9NE ]� ® WATER METER STA. 61 +59 D. 0' RT. (S.E. 128TH STREET) C60UOUA/05" /S AS- ©u /ZTOU,o,Pi1Anovrq,elp �rs���O A WATER VALVE UNOE",PM1 S/IPEP/5io ! - WA� WVC WATER VALVE N. E. 4TH STREET /� CHAMBER C- �lh�efr✓) K• %� y �0 0 + e .._ SPOT GRADE 77109,45 P. 60L0 PLS *0 22010 0 �v !2 /C/:'AKpOTHE.g' f/SSOC /ATS, LTp. �•�;K`" J'� v. AND �, H 1 Tp iACOM '4 9BGOS 'p1� oa W �06o�p0Fr9T�y�, �ZL16JG27- 9/3/ ExPIaES: sn9 ti 12.DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. - SANITARY SEWER NOTES &SPECIFICATIONS 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN 17. MANHOLE RINGS AND COVERS TO BE 24 INCHES CLEAR OPENINGS, t/1 ,�F,� STREET USE AND ANY OTHER RELATED PERMITS TO ANY CON- 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE EQUAL TO OLYMPIC FOUNDRY CO. NO. 5822 WITH SOLID LID EXCEPT FOR 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD STRUCTION. STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE ONE 7/8 INCH DIAMETER LIFT HOLE 8 NIT INCH FROM CENTER. COVER SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CON- SHALL HAVE WORDING "SEWER" FOR SANITARY SEWER, OR "DRAIN" FOR 11 PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND 7. PLANS APPROVED BY THE PUBLIC WORKS DEPARTMENT SHALL TAKE STRUCTION. STORM DRAIN. MANHOLES LOCATED WITHIN EASEMENT SHALL HAVE BOLT /OP4AL F.'{I,�;f� WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, PRECEDENCE OVER ALL OTHER PLANS. DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY N0. 7 2994 LATEST EDITION AND CITY OF RENTON STANDARDS AND SPECIFICATIONS. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY 5943 WS -L. was 1z /m/as 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND WHENEVER CONSTRUCTION IS IN PROGRESS. CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND 18. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEET - SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND ING ASTM C -443 SPECIFICATIONS. BUSH, ROED 8C HITCHINGS. INC. OTHERS ON THE CONSTRUCTION SITE. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF AS-BUILT 9. DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 19. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT RF 3'0 Ir D CIVIL ENGINEERS & LAND SURVEYORS 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO THE TIME OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE AND IT SHALL TI THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE DRILLED. L. ,- Y1 OVAL TRUE AND CORRECT LOCATION T AS TO AVOID DAMAGE OR DISTURBANCE. SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE ®® 2009 MINOR AVE EAST SEATTLE, WA .98702 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE MATERIAL IN THE BOTTOM OF SHE TRENCH MEETS THE REQUIREMENTS FOR 20. ALL PIPE THROUGH MANHOLE WALLS SHALL HAVE "0" RING RUBBER PY - �/ IBM (206) 323 -4144 4. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMIT- IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 'GRAVEL BACKFILL FOR PIPE BEDDING' THE FIRST LIFT OF PIPE BEDDING GASKET MEETING ASTM C -478 SPECIFICATIONS, IN A MANHOLE COUPLING f7 n,6 / /J / �/ ED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH EQUAL TO JOHNS- MANVILLE. MANHOLE WALL MAY BE CORE GRILLED AND ;/-Y /C �G CITY OF RENTON E WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235- OTHERWISE ALL MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING CONICAL TYPE FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. BASE. INSTALLED. -n _�) DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DEPARTMENT OF PUBLIC WORKS DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS DESCRIBED. ALL UTILITY TRENCH BACKFILL SHALL BE APPROVED BY THE GASKETEDT ASTM DSEWER 034PSDR 35L OR DUCTILE IRON COLASS 50VCWHERE RUBBER PIPE rm,; •"' t=t V "'L IN ADVANCE. OWNER'S SOIL ENGINEER. SANITARY SEWER AN COVER IS LESS THAN FOUR FEET. SANITARY SEWER PRESSURE PIPE SHALL 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING BE PVC RUBBER GASKETED ASTM D2241, SDR 26. �P - 1�0'�^'Su� SAFEWAY STORE 553 21 REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CITY RIGHT -OF -WAY SHALL BE BACKFILLED WITH 5/8 MINUS CRUSHED ROCK l�*jaw4 RENTON, WASHINGTON CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND TO STARTING CONSTRUCTION. (INSPECRON WILL BE ACCOMPLISHED BY A BE NEATLINE CUT WITH A SAW IN A CONTINUOUS LINE. A TEMPORARY MIX MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. SLOPE IN ALL DIRECTIONS TO MATCH PAVING. DESIGNED: C.S. DATE: 315/94 FILE NAME: CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT AND A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND C.J.P. SHALL ONE INCH THICKER THAN THE ORIGINAL ASPHALT OR THREE INCHES DRAWN: _ THE OWNER'S SOILS ENGINEER 24 HOURS IN ADVANCE OF BACKFILLING ALL WHICHEVER IS GREATER C SCALE: 1 • =3O' A • FIELD BOOK: PAGE: >� 1„/� �Q / //G � CHECKED: J. E.A. CONSTRUCTION. f/ei NO///4/99S 1 RENTON REVIEW JAL 5 31 44 wwfp 4W 2+ im 2 IS Br/.9 /✓ : /, / -�I� APPROVED: q i SHEET: Cl O OF: ' Z N0. REVISION BY APPR. DATE 15 z t$ I UNION 55 SEC. 10, TWP. 23N, RGE. 5E, W.M. CONDOMINIUMS r - `1-1 ... SAN /TAMP %MSINh'OLEitS S -360 EXIST. I.E. 380:79 EXIST. PVC SS _ "„PER" _ CORD /cc- 8 "PI/G SE° .3�J3Z W. =380 37,. 4 G S -360 NEW SS MH (�•) ` �is�. w STS. 4+42 EXIST. SSMH \ i - - -._. A -._ _.__ _. ,N _.._ -. E=3 CONTRACTOR TO VERIFY I •° _ z 0 1 E- 381.29 1.29 (OUT) HORIZONTAL AND s -" _ . PER RECORD VERTICAL LOCATION ''•- r PRIOR TO CONSTRUCTION. E/ 2e T s 7: iffill - �- r S/an/rTA.PY�'1,4.t/.srOLE'�`4 ., I ' I, -. �� 1 'S �-w- � - w- ►r42 "SD w Iz "warrH 'm 7, - T /ES'FI�C .VW= 379.62 F � / /Y /�/ I __ -- - - - -- /E8 "PVCS =379¢9 15 WER EASEME�� RD RD - RD RD SA.I/ /TA.PY MANHoGE �`3 = 393.80 379 ¢S WW P mo 2w*vp 2 163 - 39'�- /E 8 "vvc a! _:377.39 /E /E 8�avc S = 377 39 MATCH LINE SEE SHEET C10 OF 12 WINDSOR PLACE APARTMENTS 22' STTEL CASING PIPE CARRIER PIPE OUTSIDE DIAMETER OF JOINT BELL CASING INSULATOR USE TWO SETS EACH PIPE (CALPICO OR APPROVED EQUAL) NOTE: ALL VOIDS IN CASSING SHALL BE FILLED KITH SAND. DETAIL SEWER CASING x NO SCALE THE / (/FDRMAT /DA/AUUEO TD Ty /S SHEETG//71/iV TyE tip,$ R `CLOUD L /'UES" /S /1S- -BU /LT /NFD�MAT /D.f/MF�SURFIU p w c0!- UNOE,Q MYSUPE,PViS/On/. k�l�woF �c�rJ A THD N9S P GLLO OLS J �o� p 2016 .S� /GHA,PO Cf(.P6TNEK5 ASS4G /fFTES GTR S>i7. 7a5-- i/ 9TH S/ #-0/ 7pAgy,p$P 7ACaH.9, LJA 984D.S - pcalaeS: sH9/ - (io� >�z7- U.UOEiPG�POU�I/O AS -BU /GT /NFO.PMAT /ON rU.P�I/ /SNEO BYLIBSi/E.P COrc/ST,PUCT /O.t/G'OMPf/,(/f/ Fl. d.. 'r ,V ,L 1171141V REV /E aa GRAPHIC SCALE AS - var /uo, /¢, /99s� ✓AV / / /9y� 30 0 LS w s0 L20 ( IN FEET) 1 RENTON REVIEW JAL 5 31 94 1 Inch = 30 ft. - -_ N0. REVISION BY APPR. DATE 5 -2►53 KED: J.E.A. I SCALE: -I =JL OVED: a5, Nir�ti ���p�PORA>• yc SEAL = 99 �INGT� tl Ln Ln to ° R J i% / i/ I C, K � � I � J �' j a 34 r -- PRO OSED SAFEWAY w C, SSMH °g I I FI ISH FLOOR= 395.05 391 T.E- 39x.45 �- i _ J s a I :.. K L2 W I I SEWERPE / IN 22' EL CASING: EXTEND / FUTURE PAD I I FINISH FLOOR= 395.05 I L 392 ! - - - - - -- -- CASING 10 FT. / BEYOND PROPOSED j� h I I V I 393_ BLDG. FOOTING. i/ I I STA. 8+85 SSCO // / IE =389.60 SSCO N F I �O RD .. IE =385.00 IE =390.00 �������__� pRD 'I GREASE INTERCEPTOR 1000 GAL RD VAULT. 394 a v- -� .' 20' WIDE C.W. as VERIFY INVERT k SIZE RD WITH MECH. PRIOR TO li i�d Q CONSTRUCTION. V 8" PVC �\ 8T /C l 8 CL JEAE E NT 7 5 - ��r I' � _ ° s SSCO RD R� 4 S O 2K MI I f-- ._-- - - -..— _ SA.I/ /TA.PY MANHoGE �`3 = 393.80 379 ¢S WW P mo 2w*vp 2 163 - 39'�- /E 8 "vvc a! _:377.39 /E /E 8�avc S = 377 39 MATCH LINE SEE SHEET C10 OF 12 WINDSOR PLACE APARTMENTS 22' STTEL CASING PIPE CARRIER PIPE OUTSIDE DIAMETER OF JOINT BELL CASING INSULATOR USE TWO SETS EACH PIPE (CALPICO OR APPROVED EQUAL) NOTE: ALL VOIDS IN CASSING SHALL BE FILLED KITH SAND. DETAIL SEWER CASING x NO SCALE THE / (/FDRMAT /DA/AUUEO TD Ty /S SHEETG//71/iV TyE tip,$ R `CLOUD L /'UES" /S /1S- -BU /LT /NFD�MAT /D.f/MF�SURFIU p w c0!- UNOE,Q MYSUPE,PViS/On/. k�l�woF �c�rJ A THD N9S P GLLO OLS J �o� p 2016 .S� /GHA,PO Cf(.P6TNEK5 ASS4G /fFTES GTR S>i7. 7a5-- i/ 9TH S/ #-0/ 7pAgy,p$P 7ACaH.9, LJA 984D.S - pcalaeS: sH9/ - (io� >�z7- U.UOEiPG�POU�I/O AS -BU /GT /NFO.PMAT /ON rU.P�I/ /SNEO BYLIBSi/E.P COrc/ST,PUCT /O.t/G'OMPf/,(/f/ Fl. d.. 'r ,V ,L 1171141V REV /E aa GRAPHIC SCALE AS - var /uo, /¢, /99s� ✓AV / / /9y� 30 0 LS w s0 L20 ( IN FEET) 1 RENTON REVIEW JAL 5 31 94 1 Inch = 30 ft. - -_ N0. REVISION BY APPR. DATE 5 -2►53 KED: J.E.A. I SCALE: -I =JL OVED: a5, Nir�ti ���p�PORA>• yc SEAL = 99 �INGT� tl (A I I I AI I I I A I I i_. _ _ I m I I A I I IA I 1 I IA I I I I I AI e. E 4. I I I AI I I I A I I i_. _ _ I m I I A I I IA I 1 I IA I I I I I AI U) 0 a. CL 4 SW 1/4 SEC 10, TWP 23N, RGE 5E, W.M. L ' I I I T- I -� -- -- - TI I w - � - -- i1t,.rD4 IE - 3A .1 7(4 �' i'E41 F; I 1, ,r -� ���� nRCn IE--3� i ,.Z -- ' - - -- �1) r� i a. P� ..,,,i� •� , I � �Jr ��.1 .• ��� I I I � 1 I L --T+ f 1 I + r I --TEL vA ,Z --- � - �� � =�r'° -_ - •-�` ;:, = ..u# -=.•� - -�., f�,- .�=...�.� 4�� _ - _ .� �i'. � �.A� t��� kl - ' '.5'w!;'F -: ,r.'_•nt.a5 & r. f� ;� ;W r -1 le -A� ,4.1 }� Its _L.' I �Atik �,�f ty I -'t Iv .. �.5 r 41 .,. �► ; y-t�•bc41��1`� :tvl ,H FrPE � E- � �� 9 ! 21 I 10 ��'� 1b � ` - - - -- � i �-_� � -0 14 (] 1j�' ��f I 20• `•� ;x.� :ll��. �,. .IK�• ..� i� �A. / ! 5 n'a o ! 17 " E , ;}, .. _.� `'''` -- - I _ i I a W . ti ! � _i 1 � _ 1 x � s~ � � . �`.•' I � . I r bus r=- I. -- .wwww "r wjrrwwwwww�wwwww�rwwrwrlw■•■ wwreamaa ww wwl.w www *wv1itMu� +r1y�'1f "wMw�►fwMwa.11 M ! I � I J• I �1'� i I ♦ ( 1 i i •L,u f l _ = .�y -��M t � , v _i r � {r' a+.•M �+•••._ � : .. Y C.r ..rt. t ,..},/E' --- 1 i -.t (•. o.i 4�.�.}.` J. 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' -i •k: a4 y iFMwwwwwww lw.Zt����_��rRtlAi��l N,_ Riir �iJl * "1lwMrw /��rwt *��tYrrrirJR M40 41S� }'. I I I r i�, l�E2' !. ''1' 1 1� (��.4. '� 2 h�� • 4+w+,' '"`'o '.e I 1 * 11 I I r :ad e s fir • ^ t r - >I v'h� 0E `i•ELE_PHONE EA'�:[-►LIEN � : s I� %? . _ I+ I 2 r � W � '�� -,� =-� - =� I __ -- kr � N( :3.f .5ho & a, . 4ltilh - I I ,'y• t' p r_ J/; } �Yll�E_ T1 -LE.r E10!,_ f :.kt I II I =393 9? I K I � $ I �1y1 ,_ AS+Al f7 C r '�I t it N. = 38 -'y . 1 I` 1 '�-' ;; ':' ,+ )1 1 , ?(J i 8i'� Nkt L! 2 1 ...- - I _ _- -___` I _- . - .f - `�, • ' - 1 _._ __ �� I '� `7 0� �� 1 . _ -.- �� ! I 1 1 __�+r . -'• t'�� a K1 -,`w.f U e yf,y,: "r '<te> "1 ' \ F , .. r_, _ _ T *` -- -'r __ _ - - !! -.�91, �i,w mass wwwwwriwwwwwwwwwswowe 1 t .+.• �� ` n �. -. •a; c- _ _ 1- - _ . -! - - _ I- _._ _._ _ _ - _ ✓ `. ' c = .S 'r 31 r H r.tv , �. ,,_ ► 1 1 _- j. 1 `:I ,., • . ----- -- - --- I _ ----- -_ IF ^ ;9.4-t I5"Sw; 1 ' F D' ! "rE ► . i , r I L. W I �t I t-.,_r r'r��._1Nt t Ll'��.hlt.ry ` H1�.►r II. 1 P fa IGN "WAt_,_ Y- ---t - .__:, L - - - - - - _.... - - ...._ - `�' f I �Z -,� � I � f- sal :� - :� >x�•_,aa��nee�e= never-: �'. - - :� " � I� f _ 1 % ' �`- - .. _._J __ �_ ! ' -• -. _ _ _ _ i - (✓ .fit � - .._ .... ._. �.. I - �=- '....r- '•'�:: �:.._... _ _ 1 ° J y I 1 i - e r ` . ] r�i' .. iC1s,Miw.i � � - -�' „I.�. I r I 4 y+- '�' --�-� � - ._._ , , ,_.r' :� r �, � -� Kam I I ! I - -. -. __ Iy�. ... _ �.++ _. ....._._._.._. -' _..____- ` ._._. I�• lJG' �_ _ -, %{rG _ t.�C. 'f ._ 7' ,.,r 1. �. _r .i.a y LIP I. __ _ _ _ 1 -fit �, --- __ ; -- ..�.....•. _ .. __ - _ _ -•- _. -_.�-- - .'•� -� _ rn.lt - NI TT, tiE kWN ! SSW i = ' . q+ r� TF =398.01 SITE BENCHMARK ND.5 \ �. ; ; . , I� - {w t)..3ti�a�[ ?' } REC. Pj',.. -51 -fl)�JL) 5 + _. ' w - - 1R . :H A J =,)54. 56 '+ CHISELED SQUARE AT - -��-7l <, } r.- !� I _--l; BACK CW AT EAST - -- x - - ----- I _ __ -_ _- _ __ -I~ ACE OF CURB EL= 400.55 67 1 _ _ TA. "___ _. _ . _ _ A S. E. 128TH STREET STO, MU DRAIN LEGEM CLEANOUT RIM =397.99 IE =394.99 2 28 LF 4" PVC RD O 3.64% �3 CLEANOUT RIM =398.35 IE =393.95 O 68 LF 60 PVC RD 0 1.50% `: J CLEANOUT RIM= 397.11 IE =394.11 28 LF 4" PVC RD 0 3a62X IE =393.08 CATCH BASIN #1, TY 1 GR =396.27 IE =393.27 68 LF 8" PVC SD O 0a50X 10 CATCH BASIN #2, TY 1 WITH SOLID COVER GR= 397.32 IE =392.93 11 44 LF 12" PVC SD O 0.50X 12 CLEANOUT RIM =398.47 IE =(TO BE DETERMINED IN FIELD) CONNECT EXIST. 6" ROOF DRAIN FROM EAST 13 46 LF 6" PVC RD O 1.00X (MIN) G CLEANOUT RIM= 398.02 IE =(TO BE DETERMINED IN FIELD) 15 84 LF 6" PVC RD O 1.00X (MIN) 1 s CB#3, TY I GR =395.96 IE =392.71 17 13 LF 12" PVC SD 0 16X 18 OIL/WATER SEPARATOR, UTILITY VAULT PART No. 612 -2 -CPS RIM(CTR) =395.38 IE(inkout) =390.69 19 30 LF 12" PVC SD 0 0.50X 20 JOIN EXIST. CATCH BASIN GR =(394.39) IE =(390.54) JOIN 21 CROSSINGIII IE(12 "SD) =390.63 IE(8 "SS) =(380.17) 22 CROSSINGIII IE(8 "SD) =393.13 IE(6 0SS) =392.00 23 EXIST STORM SYSTEM TO BE REMOVED UMJM Y SEIKR LEMW �A CB #4, TY I GR= 397.28 IE =392.83 �B 48 LF 6" PVC SS O 2.00X �C CB #5, TY I GR =396.57 IE =391.88 11 LF 6" PVC SS O 2.00X OIL/WATER SEPARATOR, UTILITY VAULT PART No. 660SA RIM(CTR) =395.34 IE(in) =391.66 IE(out) =391.16 OF 6 LF 6" PVC SS O 2.00X WITH HAND OPERABLE GATE VALVE AND BOX AT MIDPOINT CLEANOUT W/45• BENDS RIM =395.10 IE =391.04 0 CLEANOUT W/45• BENDS RIM =397.18 IE =392.18 53 LF 6" PVC SS O 2.00X CLEANOUT RIM =395.13 IE =391.12 �K 4 LF 6" PVC SS O 2.00X L`1 10 LF 6" PVC SS O 10OX �M CONNECT TO EXIST. 8" SS 0 45, IE =(379.70) GRAPHIC SCALE zo o to xo 40 so NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 --05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE 1930 IN ���� ] HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY 1 inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT CHECKED FOR COMPLIANCE THE CONSTRUCTION OF THAT DEPICTED HEREON. TO CITY STANDARDS Date A Luv4' EN p - .r•- r r.a_ �.a. a. of WASH J so y w ►�� «� OF SITE UTILITY PLAN 9 -12 -05 CONSULTANTS, 1 -20 CITY LAND DEVELOPMENT CONSULTANTS �f4 arm •.. RENTON SAFEWAY No. 1468 FUEL FACILITY ADDITION �: 1 10509 NE 120th PLACE, KIRKLAND, WA 98034 FS01swo \ 2 REVISED PER CITY COMMENTS JVH 4.05.06 JVH DATUM 4300 NE 4th STREET phone (425) 765 --5053 fox (425)823 -5313 S /OVAL E 1 REVISED PER CITY COMMENTS JVH 1.13.06 a�AP ATPJU W L Planning /Building /Public Works Dept. RENTON, WASHINGTON C-104 email Ott � �r 1'J'h' comcas.ne r•'EXF, M 1 /2707 j NO. REVISION BY DATE APPR IN FORM, INC ! 4 O: 5 n MAY SCAM E D 112006 A N N N N A A 1� V t 14 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM -' II - r - - - - -- T I - � -_� - -- JI- I LI SW 1/4 SEC 10, TWP 23N, RGE 5E, W.M. w I -- --- -I -YL` -I - ! I I -- I 0 JVH 11.01.06 © I SDMHI -t-'Y I ® I -- -- 1%7, 9 .,\I \ I h.ttf. NO. ti I l <,'Wb I J 1 I SITE BENCHMARK NO.4: i I Ipl I- TOP SW BASE BOLT VV7!! -- p j r JVH + r - -7- I. - _-T IGH S STANDARD - - - -_- LL CIYL I % l-� YL I O EL-398.28 - -- I I - - IYL EWIRES 1/25/05 NO. REVISION BY DATE APPR I 1 --- - - - - -- s f f' - - - -- I - -= II I - -T 1 I i �'+ 6 LF 4" PVC RD O 1.00% ® ®. - -4- -- CAUTIONIII ----- + - - - -- BURIED- TELEPHONE AND I WIDE1 D AGQ I I ar.'7 I I I "�; I ,%-� , I I 1 ELECTRICAL CONDUITS - - - - - - ---- - ----- I I \ - -t - -- -- THIS AREA i t. /N� W W /G KATIE RIM = 397.92 i�I`•� - _- - -. -T__ -- -I- I I - r VAUL( - - - - -- I' -�. Y' rn ADS - I f EV t - 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM -' II - r - - - - -- T I - � -_� - -- JI- I LI I 7 REVISED STORM FROM CPS TO OUTFALL I -- --- -I -YL` -I - ! I I -- I s l JVH 11.01.06 © I SDMHI -t-'Y I SDMri -- I Wyia I -- -- 1%7, 9 .,\I TE= 400.12 IE= 385.52 I IN GM .... ... CB TYPE i TE 353. 6 389.1611 jE • .......s.... ......s. s1 388.51?18 G . IE 38 2yNl) L VV7!! -- p DJ JVH -- F- 1 REVISED PER CITY COMMENTS I .II 1\ # DATUM qr N IF NOT ONE INW 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM -' OA SANITARY SEWER LEGEND CB #3, TY I GR= 396.88 7 REVISED STORM FROM CPS TO OUTFALL I -- -j - - \- se�a�- ------- - - - - -- - - -- r - -�- aF wgsy 6 REVISED ITEM #18 FROM CLEANOUT TO CB JVH 11.01.06 © 2'AaS 14I `yam w■am scuE, 'a-1. GV /8 . .... GM .... ... CB TYPE i TE 353. 6 389.1611 jE • .......s.... ......s. s1 388.51?18 G . ET I 1 1 \ - .`.� i - I B 17 S 1 Ili I Kok I VV7!! -- p \� JVH -- 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM JVH 2.20.07 OA SANITARY SEWER LEGEND CB #3, TY I GR= 396.88 7 REVISED STORM FROM CPS TO OUTFALL JVH 11.27.06 IE= 393.58 aF wgsy 6 REVISED ITEM #18 FROM CLEANOUT TO CB JVH 11.01.06 © 10 LF 6" PVC SS 0 2.00% oA 5 REVISED GRADES IN CANOPY SWALE JVH 17.24.06 w■am scuE, �; Nqw „� " 4 REVISED PER CLIENT COMMENTS 3 REVISED CURB ON EAST SIDE JVH 6.30.06 JVH 4.27.06 om■xm: JVH 1 " =20' 0PoZ0�� °18°' "8B1 STEa° \g` 2 REVISED PER CITY COMMENTS �s570NA1 JVH 4.05.06N JVH 'sr✓+E F- 1 REVISED PER CITY COMMENTS JVH 1.13.06 c1■asm: TAP DATUM qr N IF NOT ONE INW EWIRES 1/25/05 NO. REVISION BY DATE APPR mA1E 1KG0m'"c" ROLL f O 0-9 21 _207' 6 LF 4" PVC RD O 1.00% ® ®. GATE VALVE AND BOX &M CITY OF wu^ RENTON Planning /Building /Public Works Dept. O STORM DRAIN LEGEND CLEANOUT RIM - 397.89 OA SANITARY SEWER LEGEND CB #3, TY I GR= 396.88 IE.= 395.39 IE= 393.58 O8 LF 4" PVC RD 0 0.50% © 10 LF 6" PVC SS 0 2.00% O52 LF 4" PVC RD 0 4.007 O OIL /WATER SEPARATOR, O CATCH BASIN X11, TY 1 UTILITY VAULT PART No. 660SA GR= 397.41 RIM(CTR) =396.94 IE= 394.09 IE(in) =393.38 O91 LF 12" PVC SO O 2.23% IE(out)= 392.88 O HAND OPERABLE 6" PVC O 6 LF 4" PVC RD O 1.00% GATE VALVE AND BOX O CLEANOUT O CLEANOUT W/45' BENDS RIM = 397.92 RIM= 397.01 IE= (393.90) IE= 392.51 O8 45 LF 6" PVC RD 0 1.00X O 5 LE 6" PVC SS 0 90X O (MINIMUM) CLEANOUT O IE- 392.76 RIM392.89 IE =39284 O 26 LF 6" PVC SS O 2.00% 10 8 78 LF 6' PVC RD 0 1.00% O CLEANOUT W/45' BENDS RIM = 395.16 11 G CATCH BASIN #2, TY 1 IE= 392.35 RIM-396.06 01 12 LF 6" PVC SS 0 100% E-392.06 392.06sa.os 72 23 LF 12" PVC SO 0 4.44% O CONNECT TO EXIST. 8" SS 0 45, IE= (379.97). 13 OIL/WATER SEPARATOR, UTILITY VAULT PART No. 612 -2 -CPS RIM(CTR)= 395.40 IE(in & out)= 391.04 14 20 LF 12" PVC SO 0 0.50% 75 CATCH BASIN X44, TY 1 RIM = (394.47) IE= 390.81 16 11 LF 12" PVC SO 0 2.35% 17 JOIN EXIST. CATCH BASIN GR= (394.39) IE= (390.54) JOIN 18 CROSSINGIII IE(18 "SD)= 390.63 IE(8 "SS)= (380.17) 19 EXIST STORM SYSTEM TO BE REMOVED 20 CROSSINGIII IE(8 "SD)= 392.86 IE(6 "SS)= 396.96 '5w2wN3W H(:�-RUILT art: SITE UTILITY PLAN 9 -12 -05 SAFEWAY No. 1468 FUEL FACILITY ADDITION` 4300 NE 4th STREET ■� RENTON, WASHINGTON C -1 IN FORM, INC. A�:RZt53t�- NNNNPI� ,�iu�� 521s'So5(Xiw W 21S3de(xA>al V,