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SWP272266(16)
Z�� STATF•�� 2 ;J c 'L 1389 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 • 360-407-6000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 November 5, 2012 The Honorable Denis Law, Mayor City of Renton 1055 Grady Way S. Renton, WA 98057 Re: NE loth St. and Anacortes Ave. NE Detention Pond Retrofit FY2012 Statewide Stormwater Grant Program Grant No. G1200560, FY 2012 Funding Cycle Dear Mayor Law: I am pleased to inform you that the grant agreement for the NE 1 Oth St. and Anacortes Ave. NE Detention Pond Retrofit Project has been signed. A signed original of the agreement is being sent to the City's Project Manager for your project files and future reference. The grant provides $206,000 toward the project. We appreciate this opportunity to assist you with financial and technical assistance. Ecology's Water Quality Program staff in Bellevue and Lacey are available to assist you with your project. If you have any questions or need additional information, please call Melisa Snoeberger, Ecology's project manager, at 425-649-7047 or Patricia Brommer, Ecology's financial manager, at 360-407-6216. Sincerely, 'Z Kelly Susewind, P.E., Water Quality Program Manager KS:PLB:mb REcEivE® Enclosure NOV 0 8 2012 cc: Ron Straka, P.E., City of Renton Melisa Snoeberger, Ecology CITY OF RENTON UTILITY SYSTEMS i«1 14 36 31 N fi N r T City of Renton , Washington d South Po 32 > e6rR yT 34 fn 3 4_,, �S R ColePo-; 3 NT24 �r SF 9 � STREETN ■ E ■ 1 Oth oN < g ANACOR�TES AVE. , N . E . no 50 4 3 4 92 1 0 < w a w w DETENTION POND NE Y sr BLVp i `SE Rpy�pAl _ I NE E AND STORM SYSTEM RENTO -� _ w w w IMPROVEMENT PROJECT w --a q 12w P ....._ `� NITCO q 4a 3� -rM 10G z A PIO T L > 'h o COUNTY--- 11 m < m ,A K �Sl 124TM 5T, i PROM -' ---- m L �. P � SITE � __-----� PROJECT NO. SWP-27-2266 NE 4TH SE 12M !sr S LYtHW 133R6T S32ND Sr MAY 2003 ON WK S W S a S 3R 17 t 6 i 1.5 z 14 o R suasET e ��` „OR 1SE 142NO ST n INDEX OF DRAWINGS Sw 7YH S m+ SHEET DRX.MNr 1� NO. NO. DESCRIPTION 5w ��, WAY � R 4 GENERAL __ �``• LOCATION MAP 1 G-1 COVER SHEET, LOCATION MAP AND INDEX OF DRAWINGS 24 YH ST. _. Sw Y 6 19 22® 23.. 2 -. G=2.. .OVERALL SITE PI A[�.AM,I EGEND.. D 1/2 > > 1/2 PLAN AND PROFILE W,r sf. 3 DR-1 STORM-SEWER TRUNK WHITMAN CT NE Scale In Miles 4 DR-2 STORM SEWER TRUNK WHITMAN CT NE - 5 DR-3 STORM SEWER TRUNK NE 11TH ST. 6 DR-4 STORM SEWER TRUNK ANACORTES AVE NE 7 DR-5 STORM SEWER TRUNK ANACORTES AVE NE DETENTION POND PROPERTY LEGAL DESCRIPTION CONTACT PERSONNEL s DR-6 STORM SEWER TRUNK AN 1 S 9 DR-7 STORM SEINER TRUNK ANACORTORTES CT NE SITUATED IN THE NW 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, NAME AGENCY PHONF 10 DR-8 DETENTION POND PLAN IN KING COUNTY, WASHINGTON REID ADAMS CH2M HILL (425). 453-5000 11 DR-9 DETENTION POND CROSS SECTIONS AND DETAILS THE WEST 164 FEET OF THE SOUTHWEST QUARTER OF THE 425ON PROJECT MANAGER Y RENT ON T NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, DANIEL CA ( ) 430-7293 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M_ IN KING COUNTY WASHINGTON; RENTON WATER MAINTENANCE (425) 430-7400 EROSION CONTROULANDSCAPING EXCEPT ROADS. (OR 49,036 SQUARE FEET OR 1..125 ACRES MORE OR LESS). JEFF McMEEKIN PUGET SOUND ENERGY (425). 862-3824 12 T-1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS KING COUNTY PARCEL NO- 102305-9129 MATT COURTNEY PUGET SOUND ENERGY (425) 766-1773 '13 T-2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN& DETAILS JACK RUCINSKY ELECTRIC UGHTWAVE - (206) 812-3300 14 T-3 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS FRANK FORREST OWEST (206) 345-2968 KATHY REED OLYMPIC PIPELINE (425) 235-7757 15 L-1 DETENTION POND LANDSCAPING PLAN DOUG LONG COMCAST (253) 864-4341 DETAILS - EMERGENCY & FIRST AID 911 Q 16 DD-1 DRAINAGE DETAILS CALL 2 BUSINESS DAYS BEFORE YOU DIG 17 DD-2 DRAINAGE DETAILS w ONE CALL t-800-424-5555 CHECKED.FOR.COMPLIANCE b R°a TQ TANDARDS Date 5 xi 6 d3 a y3 Date �n/n� s 4 Date 5 a3 CITY OF IN E.1Oth STREETIANACORTES AVE.N.E. .AY zooa a:cwmc DETENTION POND AND STORAA SYSTEM RENTON IMPROVErI{ENTPFtOJECT .SNIP-).7-?2� CH2M H I L� r.w.Tw ~�_ d1iUY .. ..Planning/Building/Public Farb t h D (^j R.nDnNsDa COVER SHEET,LOCATI�1 MAP,AN NO. REVISION BY DATE APPR INDEXOFDRAS r ".q.T SCANNt DMAR 2 9aw# o o n-�mat RIOLL 1, 193(a N I POINT NORTHING FASTING ELEVATION SURVEY CONTROL DATA ----L---------- ------- --- -�--------L--- N NO. (FT) (FT) (FT) DESCRIPTION ! ' LEGEND L NETWORK POINTS CITY OF RENTON SURVEY CONTROL I ! ! I CL CL j I 1224 TBM2 SURVEY CONTROL POINTS j 159 415.95 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4"x4 i �Tg 4 j U) CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE I 6 B-7 SOIL BORING LOCATIONS j AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E. 806 185,003.436 T,311,367.817 A 2 OISC WITH PUNCH MARK ON A 4 x4 CONCRETE MONUMENT I CASE AT INTERSECTION OF NE 10TH ST & UNION AVE NE N ! S 126+ 1848 183,691.463 1,311.3 77.397 411.28 A 1-1/2' FLAT BRASS DISC WITH A PUNCH MARK ON A 4"x4" CONCRETE DR-1 ------- ___-.� POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE Zr INTERSECTION OF NE 8TH COURT-& UNION AVE NE �'--'- 1894 1186,648.380 1 7,311,364.044 A 6' MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE I Z I j CH2M HILL SURVEY CONTROL POINTS _- 121 184,980.197 1,312,246-650 409.73 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP I 3 I I 122 184 974.237 7 312 481.582 410.57 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP k 123 185 646.293 1,312 553.230 414.92 'PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 1125 124 185,707.699 1,311,995.147 417.39 'PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP I I DR-3 j 125 185,900.547 1,312,015-138 406.94 -PK- NAIL IN PAVEMENT AT LOCATK)N SHOWN ON MAP I 126 186,097.894 1,312,017-915 399.06 'PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP - -- 127 186,566.344 1,312 040.658 397.77 'PK' NAIL IN CURB AT LOCATION SHOWN ON MAP --[--- T I T T 128 186,549.580 1,311,392.169 395.20 "PK' NAIL IN CURB AT LOCATION SHOWN ON MAP j I ' I I ! I j - j j I TBM1 417.fi7 FIRE HYDRANT AT NE 11TH ST &ANACORTES AVE, WEST BOLT �- 414.40 FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE& NE 11TI1 ST, NORTH BOLT TBM3 419.07 'PK' NAIL IN ASPHALT 15' EAST DRNEWAY /9 HOUSE 4100 Y ® NE 11TH PLACE : _j__-- I j 1 j TBM4 402.57 FIRE HYDRANT 34$.TOP BOLT.AT.ENT OF WHI[TMAN COURT N. 124 TB - -- - 397.65 NORTHWEST BOLT OF LIGHT POLE NEXT TO SURVEY CONTROL POINT 127. -- -- - - - TBM2 NE 11TH ST ® 12 1 �: -- -TT-T B-3 4TBIM111, I I LEGEND ABBREVIATIONS GENERAL NOTES I - ! I 1 ! ! I _ EXISTING PROPOSED i i ABNDABANDONED 1_CALL UNDERGROUND UTILITY LOCATE.-SERVICE _L� _-_ j ACP ASPHALT CONCRETE AT TELEPHONE NUMBER 1-800-424-5555 A �I ! CATCH BASIN TYPE I PAVEMENT MINIMUM OF TWO BUSINESS DAYS PRIOR TO j I. _I I 6-6I-- DR-�} COT BOTTOM ANY EXCAVATION. C8 _ 1 i CATCH BASIN TYPE 2 CL CLASS BASIN 2.ELEVATIONS ARE TO NATIONAL ADJUSTED VERTICAL \`� I f/ ! -.` j \•�. l--L j j -� I I I ¢ CENTERLINE DATUM ((NAND) 1988. TO OBTAIN ELEVATIONS TO I I CSBC CRUSHED SURFACING OTHER dATUMS NATIONAL GEODETIC VERTICAL ` �.I .y ----------- �I _ SANITARY SEWER MANHOLE BASE COURSE DATUM 1929 - SUBTRACT 3.58,FEET DIP DUCTILE IRON PIPE _ DWG DRAWING 3_COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED E EAST, EASTING DATUM 1983/1991 POWER POLE EXIST, EX, EXST EXISTING FT FOOT 4.EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING .RECORDS AND OTHER SOURCES. THE INFORMATION ®�L_t)'p� �j -FH FIRE HYDRANT - --- FIRE HYDRANT IS PROVIDED FOR CONTRACTORS CONVENENCE ONLY. NE 7pTH PL B-5 GV GAS VALVE THERE MAY BE DISCREPANCIES AND OMISSIONS. G GAS VALVE CPEP CORRUGATED 5.ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR w j POLYETHYLENE PIPE EST ESTIMATE UNLESS SPECIFICALLY STATED OTHERWISE. ! Z I I j JB JUNCTION BOX I w I ! i ! ! j DR-5 6 WATER METER lF LINEAL FEET .FXISI7NG TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED ¢ ' ! ! I j j i '•� % ! jL-_ LT LEFT FROM MARCH 1997 FIELD SURVEY INFORMATION BY ` ' I MH MANHOLE CH2M HILL - I Z I j CATCH BASIN TYPE 1 N OR N. NORTH. NORTHING. .. - - - c ! i NE NORTHEAST 7. DIMENSIONS O HORIZONTAL N PLAN AND PROFILE SHEETS j ¢ TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO I I _ I NGVD NATIONAL GEODETIC THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY I ! ! I I �• j C) RIP RAP OR QUARRY SPANS VERTICAL DATUM NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED i 1 I I I i I I i I S NOT 0 SCALE RT RIGHT HORIZONTALLY- r I J B-7 6 8.OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND ® B 122 SD STORM DRAIN OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE 121 B-8 SS SANITARY SEWER LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT, -�X- FENCE LINE S SANITARY POLE OR TOWER TO POLE OR TOWER. DETERMINE THETT- SIDE SEWER EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES SSMH SANITARY CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, ! ! ! ' ' I I• I NOTE: SEWER MANHOLE TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND - I:I I STA STATION FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY I j DR-r7 EXISTING PIPING AND SITE FEATURES ARE SHOWN SW SOUTHWEST LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH AS EX LINED AND/OR SCREENED AND ARE NOTED T TELEPHONE UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND I I I jl AS EXISTING. NEW PIPING AND SITE FEATURES TYP TYPICAL TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT W ARE SHOWN HEAVY WEST MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND I: -LINED. WV WATER VALVE TO AVOID DISRUPTION OF SERVICE. �' I I j I I W WATER - 9.DRAWINES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE SITE MAP � DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. SECTION AND DETAIL SCALE: 1'=100' DESIGNATORS 10.RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE 1 APPROXIMATE ONLY. SECTION (LETTER) OR ON DRAWING 11.ALL 'UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED DESIGNATION R DETAIL (NUMBER) WHERE SECTION OR OR TO BE ABANDONED). DETAIL IS TAKEN: `.b.,, A SHEET NUMBER 3°� 12.THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT MAEND (REPLACED M-2 SHEEP NUMBER WHERE SHOWN OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. FOR APPROVAL WITH A LINE ON DRAWING - asre 7 -p313.CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY Ln IF TAKEN AND WHERE SECTION OR •py IN ACCORDANCE WITH SECTION 1-07.16 OF THE WSDOT STANDARD �. SHOWN ON DETAIL IS SHOWN: SPECIFICATIONS. _ SAME SHEET) SHEET NUMBER(S) '=S'O cH2u niu WHERE TAKEN R.CHUNC NA ��'� a CITY OF N.E.loth STREET/ANACORTES AVE.N.E. zar zooa H 21�/I H I L L -'' �� `1 DETENTION POND AND STORM SYSTEM RENTON IMPROVEMENT PROJECT' •S i:-�3-r+66 R�oNws se °ANY Planning/9wMng/PubOc Work.Dept OVERALL SITE PLAN AND e ND. REVISION By DATE APPR �� � mm�c ... _.... ..._._.. G-2. r.rote+ LEGEND 2 w17 SCANNER 292-1 00 :16602 D 226IS02 V m _ 04 _ N z _.. ES - N Lad I 7 t, z FILTER n`\ \ -. ,.. '_. I �3,'7•S� .-. .._ - - :'. 1 1 —.:- 7 .-395T-. O'IFlIT R 1zsu j I Il .� �\\\ \ /�_41 '. 13.FILTER' ��- . .. _ k, *42 �s'm y_ � `u vITSD - 1 - - - - { i � 1 _'. 1 t©FILTER "' - -- ___:.:.: d9X ee �nm - - - - - - -- - - - - - - -_ r In •-�- :i NOTE 2 $ WHITMAN CT, NE \ I .: AccEss ARE Ip II, - I, -i B�I�Nyr !I II , pm : BUILDI _ - PLAN WHITMAN CT STATIONING BASED ON ROW CENTERLI ON PLANS. m l I SCALE.,1"s20' CENTERLINE ALIGNMENT CHANGES ABOUT STA-3+40 _ ..................... ._...,.........................._......_..................... ......... ---................... - - -... .-'- ----- ------- -_--- - -- -.......-. .. ------- -. ........ .. . Q7 A8ANDbN EXISTING FUTILITY - Q5 UTILITY TO BE:REMOVED OR BY 0T4ERS ; 11"O7HOLE,SURVEY a TIUTY- REMOVE'EXISTING LOUTY ©RE[AOVE AND R€1-0CAIE U�8L1TY _ -®RESET pONUMENT IF NEEDED 405ifC6-40 TYPE--II 54' C6-41 TYFE-0 54' 3t`)CONNEI;T'TO DRAIN STRUCTU E (2 RE€OCATE IX SIDE SEWER,IF NEEDED- = ©TESC Ce FILTER ; - _ - _ ...._I405 .: _- ---- --- STA -- - - - - TYPE - - - ---_ - 8+80,6.7'R STA 8+50,6.9 R. PLUG EXISTING STORM SEWER PEE �9 REPLACE CURB SOEWALK hS N®ED = - 1�4 CURB RAMP 2A I. .: D LOCKNG LID - SOLID LOCI{ING LID _ SEE STD DETAILS I- I .. EL 394 5 : RIM R:395.08 30'S IE 389.20 ..IX 18'S IE=389 27_. 44Q.......................... .F. __....._....-- - -- 'Ex_l�x.1E 3e9.ao --.. .._ -o x ;�9 2s -— - F..._. - — —- —- --— -- __ _ y j..1 .....�..... I - — r oc 15 sTaa1 _ - - --` .;''-EX 15'STORM. ....... 90 ...... ... r _----- .... .__._. .._ __ ... .__ _----- �. .. ...._ __ __ ___ _. _.___... ....._ ._.. ._-__ __-___ ..._._ _ ......... .� '..... 1. T , : - I 1J i I ---- - - , --- -- 1 I-- -[- -- --"- 3. : EX 18,STORM t EX 18'STORM -_ 36'H x SS'W I � - '. 385:_ - ..CMP ARCH PIPES �-I A- - . . .............. ..385.. .......... .._....... ....... ._ Jf- --- ---- --- .. ... - --- ----- - -'-----. .......__ ... . ..--- ----. .......... ....... ---- REMOVE EX:CEI E REMOVE.EX CB . - 'REMOVE SIPHON - G1T,RETIOVE =2-12'GP : ABANDCR40 CULVERTS ... - - -._._. _Q------------.......:__...-__.-...E..........................-._......_..----..`..--__-.i.--......-----`--------------- ------ ---.-ESl.31:z50'.-CMP--ARCH-------------'----....---.... ..._ ............. - - - - ----- - .......... . ....._.___ __......___ _. ..... .........._ ....__..... _._.._._.... _:_____._...___.___ __........... - ......_. .________..___ .._...._.... ....._..... .......... 10+00 j S 9+00 0 L®0.17�P� PLUGS 8+00 7+00 6-I-00 = - 5$00 3 INSTALL:PL _ f _ - - ...............:...._.............:...................:......_..._............................:............_.....:............................................. ... _._.....__..:.__._......._.......__............-..__...... ..........._.......__........._...._...._................................._......_.--------------. ------" - ............................. w PROFILES.g2 PROFILE ALONG ROW CENTERLINE p Hof W'�w SCALE 1:-20'HORIZ SOME PIPE LENGTHS MAY BE DISTORTED r FOR APPROVAL 1'-5'VERT FOR APPROVAL D3 �e - 0 5ts>S�w3 BY CITY OF NEt RTESAVENE n, z ::. ,� RENTON DETENTION POND;PROJECT r Pl—rirg/Building/Public Works Dept. STORM S PSTEM TRUN PROFILESWI �,e W. 5rlr; _ ,rWP ?7�==� NO- REVISION BY DATE APPR- J .+•< - WHITMAN CT NE UI\ 7. SGANNED E9 Tw - C p �7-11e6o3 LL � � - N N U a z (n -- I om (A z l a BUILDING H-I I _ r. n - w : I� curia lo:glom'..O y V -' NOTE-1 - w- _ C 9 CURB _ I I I s L m WHITMAN CT NE s S NOTE 2 w I,._ 11 , Q r -� ACCESS AREA�Affi; _ '.. �.�.I' 11 - i.. __ 1 INS O >.owo '.BUILDING 1 POSSIBLE',`PURIEDI MON AT D OF NOTE: �.. .. �_. ;- BUILDING , I 01 WHITMAN,CT, RESET. IF FOUND' WORK HOURS LIMITED IN APT COMPLEX SEE SPECS- ARK IN APT LOT SHALL BE COMPLETED WITHIN •- y.. , '4 L DAYS INCLUDING INSTALLING NEW PIPE, ASPHALT RESTORATION, REPLACING FENCE, CORRAL,.AND CLEANUP. I : PLAN WHITMAN CT STATIONING BASED ON ROW CENTERLINE ON PLANS: NOTES: SCALEr 1'=20' CENTERLINE ALIGNMENT CHANGES ABOUT STA.3+40 1.- KEEP A 12' WIDE LANE OPEN THROUGH THE DRIVEWAY AT ALL TIMESFOR RESIDENTS AND EMERGENCY VEHICLES.: - CB 438 TYPE 1 CB 43 CB 43ATYPE 1 1 2. CONSTRUCTION EQUIPMENT, VEHICLES ALLOWED ONLY IN ACCESS AREA. r - -- - STA 3+41,16.9 L c k'w I� STA 3+34,15.9R - I ` NO ACCESS OR PARKING IN/THRU OTHER APT LOTS- 0:32 ""' ''PPA�RIMEL=47Q67 Dom .- +, 3. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE BEYOND TRENCH EXCAVATION. -1 - - - - - ---___lY E IE=406,10. .j 12 WIE 40600 - - - - _ - — - - — -- - -- .._..._ - _ _ - - - CB-43 TYPE II 54" ` ---- -- - STA 3+31,4.4'R SEE SfiFEf DR 3 1 CB 50�TYPE I W CB 50 TYPE- . . :. = SOLID LOCKING LID - r FOR ALL I F_0 STA 0+43 6 5•R 5_TA 0+27 7 6 SOLID LOCKING LID I,� RIM aA4143 R ' �€ PoM'EL=410.8 405 RIM EL=411.9 _ 2 410 . d. =42 TYPE II-4' - 30"5-S'1E=4DIC38 --- _ - _- --- ------- --- - 30= f-1E=4Qt;5E ----- -.. ------ ia�-crc5 _ s L a 3 t = S7k 4+68,5'R? 30=.N IE=400.38 - .__.. g _ ._ _ I_EX-18"-S F=401�83._ IX 18'N 3_E=4023-EST SOLID LOCKING IJD 2 IE=405.9Q _ _ - - ®7 = _ - _ 122E :-. :. 20 LP 12"CPEP 0 1.09.� 16 LF 12"CPEY - - - - - - . - Ox 409 84 -_ RIMSa=405.3 i 12";ltl IE=405-9Q - = _ _ - S55 :415 .......:...........:........... ._-_- ..--._-- .___._ _--- P--S-IE-399:20-._....... : ____._-.. ------- _-.-. .-_ P' I - ___ __... _-- .- ....... .._ _ uk EX 38"N IE=399.1 .._.— — ,. _ .._—_—, __ _ _ _ _ - — —6 _ . n . 'I S -410 - _ - I - - ,. I A I � 5 565 . I 1 ',.16 LF 12 CO EP O 1 Ox I 2 405 _ --- -__ -- _ -: .. - - -_ -- - - - -- '400 I- --- --------- -------- :EX 18"STORM `- _i._�. I 1 - - - - --- ---- ---- - -".. .. aoD REMOVE RE EX CB CpMIXCTT(� p f R EX. E - - _ - REMOVE EX-SD MOVE :TO �'.9.;a..... .:.._... ......_ .-._-_ _-.- 137 LF 30";CPEP O 0.82X :129 LF 30'CPEP O 0.87% - ...__.. ----.. ..._.._. - --- ._ [ 5+00 4+00 _ 3+00 2+00 �� _--- 395 f 01 ABANDON EXISTING UTILITY 11 POTHOLE,SURVEY EX UTILITY PROFILE. PROFILE ALONG STATION LINE - 02 REMOVE EXISTING UTUTY ©RESET MONUMENT,IF NEEDED SCALE: 1"_20'HORIZ - - FOR APPROVAL PPRO Ao-- - - - - 0 © _ SOME PIPE LENGTHS MAY BE DISTORTED �e PORE 3 CONNECT TO DRAIN STRUCTURE TESC CB FILTER 1"-5'VERT 4 PLUG EXISTING STORM SEWER PIPE ®CURB RAMP TYPE 2A sYp nL�G _t�L?f ev D� S�S- 05 UTIUTY TO BE REMOVED OR RELOCATED BY OTHERS owes ofiaifee�1`'O�� ...� ©REMOVE AND RELOCATE UTILITY - NE 10th STREET/ANACORTES AVE NE Mw 2003 Q7 RELOCATE EX SIDE SEWER,IF NEEDED ,..P >� ' _ A CITY. OF AVE POND PROJECT , 9@REPLACE CURB,SIDEWALK AS NEEDED e r RENTON PLAN&PROFILESSEE STD l� ?7=f�A1L5 NO. REVISION BY L F"'r 1 Plonn'ng/Buildin Pubhe Works Dept- NE VwtY DATE APPR - rwc-.so4ar... ._._ . . .:.,` g/ STORM SYSTEM TRUNK L.— SCdNNEGtf�{1Q L9;W¢ C-p r7- z6�afcILI p_6 kI i1 � >rr� t - to SEE DR-2 WATER VALVE INFORMATION mI i I Ct.DOnOu.aC9.39 atu E.=1 t."!} I % I I , SE tNV=a0989,6"fWF vA:VE ELEVN10.53 I 1 _I %L cm SEE eorou 6',wEsr1=+o9s - .. au=an.39 wf, u.n IdL QCB NO 4 10; sw -� 6�rra.,uty-7<'o.zo sar*i. z9.6"PwE f I �trrv� o.zsrli 3 _ N E 1'1 TH ST s SEE NOTE 2--- @ -+ -I1 _/- 72 SD. t 6w --� - =--- _.-. -"_- a- --�- sEE - �' - - --18+00 s A TE 3 Cr._ .+'v r ..�;':�• i�in •.i \ a A LINE is+oo �' - T - t� 6s - � , I }_ -- -- o O E 1 1 TH GT z 2 - m - - I I SEE NOTE 4=ao9.50s3.e� - - 4116 _ NE-__1.. -1 T-H-S�T®SID M• _ I ECTION I ,a eartou'aPss 1 - �� NOTES:, '.' Is ttry an zs;'I6"pP�E _ 1.SEE'NOTES.1 TF?OUGH 1- I I I a-sorrow.co a..PwE _ I ---�. .I. 10-0N:DR-ti. - 4 I z w trv�-.ae as r I-E . __ -__ _ _ 2.CONTRACTOR TO PROTECT no ... _. _ E +ae6.. 12 PIPE - -_ -I---•--s==-- �., /1 - __ EXISTING 6'AND 4'WATER I r MAIN. I ': '^ I I= f tlW+,Eti.i99.t3 .. I , •..�. I � __._ _ i:J� - -_ I_ I _ 3.RESTORE EXISTING MONUMENT I`.!I' ' ; i _ REQUIRED. - i I/ - ;',- '. PLAIN ^{ 1 AI3WON EXIS I IG UTILITY 7 RELOCATE E105TING SIDE SEWER i IF 4 PROTE S E E' DR -2 PiLYA. Q CT EXISTING I D REPLACE REMOVE EX6lWG UITLt1Y,. WITH FEW STORM SEWER.SEE OETNL AND ROCK WALL AND REPLACE CB 1 -1 SCALE i�=20•• t - IF DISTURBED. ,Q3 CONNECT TO:DINN STRUCTURE DD-1 -A 22+24 5 17.8 LT- 1 8 REMOVE EKSMG SIDEWALKS AND CURB AND. 4 O -RIM EL-4,127 - QPLi1G IXSTING STORM SEWER PIPE 12 N.INV 40667 _-.... .. ....... ......... .......:. ...... __5, _ GUTIER AND INSTALL SIDEWALK'RAMP TYPE'2A. A'z2+t8:7,23.9'RT QULInY.S4 BE RfJ�9D_OR..RQ_S�1CIkf2__6r OTHERS_: ..__.SEE-REFIT... ._ . . . ... ---- .._-RIY-R-41-1:14 ....._. --- --------------- ------- - - - LACE CURB;AND.SIDEWALKS .. , -- .. .. IXISONG 12.� _25 415"--- --- .©REMOVE AND RE10(:A7E MLIIY_ - Q9 REP AS NEEIIED GROUND- - _ - - - - -SEE RENTON STD PLAN$. . : T x -- ....-. .. .. ..tzs6..-- ----- ,z m -- - - -- - - ----... - ---- -----' ------. ------ ----- ' •CPEP 13 LF 12 CPEP -416 . . ._. .... .._.... ..: --- '-""................................... 405........ - ... ---z ............ 4 TYPE 2 54" - _._........._.:.. 42 12:.CPE - t - 1= - [ B�lYP 1 F : _ A 17+66.1.5 RT -IG ` ... 0:1.00X '6"x sti _ : : - RIM EL=415.98 _ - s'6 - _ : A 19+88,:142 L7 A;19.+87;142'.RT _ _ - _. 35•`12'CPEP _ [ S [ RIM - _ _ _ 30 -I _ - - _ - 30"E�INV 402.89, _ .-_. ..._... ......_:. ._.__ ..... :.:. - EL-43333 RIM.EL' 4'13. - ---.. __. 0 ............__............. -- -.--- -'-- ---- ----12--N--M1�408,56 ... q. ---- 12-.'S'.@A(-498.5.1 - '""-" ---- --- ... ....."- ---- 3(P--W`INSC-40�1c87..:y' 0 W e"ss 400 � _' 30"SD ; 400. 4"S INV=411.76(E)LSf) a-ss CB 1,TYPE 2 72': : CB 2 TP: 54' ;.... .. .. - = EXSi?IG GROl1ND ROAD 30 S INV 403,2 _ - A 21+9f.5,21'LT _ - = A 19+88 1E5�Ri - I 1 I - ' RIM EL-41130 '- - RIM F1 413 60i O -- --30''E'1F1V=401.'TO' --- '2 .. . ..........._ ... .___....:................ ----- ---:---}i 30'E INV- 402 5{ .... _ -- -_ -' ---- ------'- -..... t.. °. .. ._ -�--,- _ -- 41'5 - .. Ez- E 30'N MV=41,.50(SPE SHEETI IDR 2) - E I I E I 30:W INY=402.25 _ I � ...I� _ L i :. ` S IFA/=401.83(E3611 -li- . • I12'N INV=408.4J 1=. _ i I .I 1z W IW=4oa.26( II �Iz's INv 4oa 4o I I __.12 Np/.UN=4D5.9 -. _. '...1 i - ----- =--- - - ----- - - 4 i10 ,2-SE INV=40639 r --;-- --,1 I. t.:..: , .... :. I .. ....- _ { r - + -I - I - ..�.. .- -- ......... ';: DES;) ..: !-.I ------wL• 2zz . .. I! : !... U n IF 3o cP o ozx . . __F 3 CPw®0-m I - ®D 27A ------ - ---- --" 20 .1F.30•CE ..... - - ------------- } Q++ 5ss c SSS ss : c i - _ E Ex s' -I sSMH 1 E 1L CROSS SANRARY ---A 21+8592y.15.3'LT ... .................t. . ..: ... .. .. - ------SEVIM SEE NOT ` ......... ._...... a .. _.. .._. .... ... ----- ---- . ...... ------ --..... ----- ------- -------------------- ------ ---415 -CB 1 EXISBNG RIM EL=411.67 _ ... 9 ON DR-4 _ ^' _.. GROUND 12•NW-UN=406.70 1' TIP 1 - 31 12•CP �-_I , I121 N INIG_ D [ A 21+92.�8, 16.4•RT: M PROFILE ® 100%- RIM EL-417.39s _ _ _ - ._. . ..... .. .L..... .-. ..,-.. _+ ..-..]2 S JNflc.4D6.65 SCALE 1 =5 VERT -:"1_ 20`'HORIZ FOR APPROVAL 410 .... B� APpRovu By I 405: z•D 6TY, �2' 12-CPEP °�"'` 'xs•oY 20 �,.7,.'7.. N.E.10th STREET/ANACORTES AVE'N E. MAY 2003 ENTON TY 0 N MPROVEMEnNtrD HOJECTYs, RI ;D'sD _ 3D'sD-'------ �'�_'� R.n s Piuwninv/Buil inq/Buwk Work Dept 'PLAN&PROFILE CDR S ,� _ ...eac.. _.� . .._..: _ .. SYSTEM D vI► ..s15. q NO. REVISION' BY DATE APPR .. t e nTM STORM SEWER TRUNK NE 1 iTH ST 5 17 SCANNEC Tt E 9 z«t C _ - a _ P bak r War S `' ` I I _ - �I DRAINAGE AND UTILITY NOTES: REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS �'; f 11 NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. RW�a10 91 (q \ tt mm. 9y - PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE - � — t-.-��—�--T Ln 2. FRAME AND GRATE ON CATCH BASINS.AND INLETS ADJACENT TO CURB TJ- __.-. _.. I— : —= •9 1 '— �' � _ � UNLESSSHALL BOTHERWWIISE�SHOWN.TE R CITY FRAME:ANDENTON STANDARD PLAN 8 GRATE SHALL E LOCKING.. f _ .,` _ .. ;- =----- _.--6 - __ 3. E AND G ON.CATCH IN IN H ROADWAY SHALL +00 = ,�_ is I 5+00-.- �. .;.2 C l:: -T % T Q STANDARD(PLAN B074, UNLESS OTHERW SE SHOWN. FRAME OF RENTON s __-�S� BE MANHOLE FRAME AND COVER MARKED DRAIN' PER CITY Ll AND GRATE I4 SD 4. THE POTENTIAL�IXISTS THAT NOT ALLP . .. N� . II 2 f W" RRATE.STORM DRAINAGE - Q1 ABANDON DUSTING UTIUtt i_c I✓ z"o -� ,` 1 - CONNECTIONS:ARE SHOWN.' NOTIFY ENGINEER'OF PIPES LEADING TO - (2)REMOVE EXISTING UTILITY O -•- - — "__ I__ �� ....-___., J CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON�THE PLANS, �1 I ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAUNAGE:.LINES (I)CONNECT TO DPAIN STRUCTURE �\ - >�=- �{-- JI I, > — _ ,; TO NEW STORM SEWERS SHALL°-BE PROVIDED BY THEr CONTRACTOR AT B THE DIRECTION OF THE.ENGINEER. ®PLUG EXISTING STORM SEWER PIPE _ __ _ _�'. -i..: -_�-_ C�.. -QS UTRBY_TO BE REMOVED OR RELOACTED BY OTHERS A T C� .>i!' '. O RELOCATE UTILITY ANACOR I ES VE NE 1 s Q 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON ;, I : THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING:THEIR EXACT LOCATION..-THE 6 REMOVE AND 7[�RELOCATE EXISTNG SIDE SEWER IF CONFLICTING _ I $ I, I. _..__ CONTRACTOR SHALL COORDINATE WITH THE'UTILITY COMPANIES, AS WITH NEW-STORM SEWER-SEE DETAIL _.NQT..ALL_UTILITIES MAY._EiE..SHOWN...ON.THE PLANS. r_ DD-1 6. THE CONTRACTOR SHALL.THOROUGHLY PLAN EACH SEGMENT OF WORK ©REMOVE EXISTING SIDEWALKS AND CURB AND I _..-.___ ._).�.�W - -- ND INSTALL SIDEWALK RAMP TYPE 2A _ SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL BE SEE RENTON STD.PLAN F-38. I --r I 1 FOR ANY WORKWITHIN 09 REPIACEACURB AND SIDEWALKS NEEDED. .� I - I ----' COMMENCES.MMAND ESRESOLUT10NI FALL CONFLICTS(SHALL SEGMENT SEE RENTDN STD PLANS: BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL-!BE APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION. PLAN v` rl 7 POTHOLING OF WATER, TELEPHONE.AND GAS UTILITIES[WAS PERFORMED - SCALE: 1=20 - - BY THE UTILITY COMPANIES AT VARIOUS LOCATIONS SHOWN' r r ALONG THE ROUTE. THESE..LOCATIONS. WERE USED AS k BASIS FOR r THE DESIGN AND ARE PROVIDED FOR INFORMATIONAL AND,REFERENCE "- 435 € i [ 415 - - — --435- ' - -- - 111' 1-' :C'. NEERi WILL-PROVIDE DOO THE CUATE O TRACTOR - g + _ ONLY: THE CONTRACTOR SHOULD POTHOLING TO VERIFY ALL.UTI _ fm — � - - S . WITH CONSTRUCTION THE.ENG A'14+77 A3Z'RT .04 04, 15.6'.LT A LIST OF ADDITIONAL POTHOLE LOCATIONS(N07 SHOWN ON THE PLAN _ _ -.................... ....'-. '?. -,-'-' _-'`-- UTILITIES WHICH AR •N N . 430 '- :-- :-- ----. ... -410 - � ..,.:i ..:i:l-:! R2 IN-406. - - 430 B MAINTAINED HDURINGECONSTRUCTION-ED.S• HALL BE:SUPPORTED AND 9. FOR STORM SEWER CROSSINGS OF UTILITIgS WHERE COVER IS LESS -.. .... ...........`_............. ............... .-.--_--:...............-_.:_._.......... .. --- __ - _ ----- --- _ !` THAN;1' 0 -VERTICALLY BETWEEN . CB TYPE 2 54' 'ss c Yt LF 12 CPEP - FEN THE PIPES, PLACE 1'X11X4" STYRENE 425 € �--. :4-05 ! --- -- ---425 HS�45 OR R APP OVED I EQUASLTMR�i 13 LF 12'CPE, a r TYPE 2 54 A 16+38,:20 RT - S E =00% 10.FOR PAVEMENT REMOVAL.AND RESTORA ON SEE. BE 3 W 1.00R' 'R}IAF-0AM SEE DR-3 RIM EL=414.76 - - Dp�-1 -- :__ ......... ........30. S 1NY 4032Z :--- .. .---- ----- .� --- --__— —_ _IbI! I - - E 30"N INV=40325 _ _400 --_ _._ _s.n __.... _...420 .._ --- -- 1.1.U OR.-.PUFF CB 6 TYPE 2 54- - - DD 2 - . - -�-:I -..a. _ .......i._.. .. .._ ...301 SIM403-7II _....,.. 415 30 N INV-40370 - -- —15 _ ..... EXISTING GROUND 4 ROAD C I — I _ 4 W I I 12'SE INV=40652 - _ z 12'NW INV-406 2 - - ! I I T T —fi I — ... .. :._ ...a...'" _� _- --- -. ----- ---- I ..... 49 LF 3o a I I I I LF 30-CI�®o27z f I— ' 155 LF 30 E CPEP 0 0 28% I' IcrEr 0 e2 I I -- ----- --. ---- --- 1 4os I = I - -i=—I`= 7 — I —I —� 1 a ,.z� .. { { 1 1 I 3 - 400 SIDE NOTE 9 4-00- I I I I =I sss c w so - 1 Raid PROFILE SCALE:1"=20' HORIZ REcowM�D. - 3' 1 =5"VERT _ _. .w2:nPPaaovu By S'--03 o °o .�° 5ar3 Br C)T TON N,E-1M STREET/ANAC.ORTES AVE.N.E. �.ar 2003 '_ _ _ R.CMNG Y OF DETENTION POND AND,STORM SYSTEM CH2Mi 1I LL R P —� oAnw Pw�� aa�ry/wwK w«w oepL IMPROVAN&P�ROPLE0.IECT REN �__ No. RMON BY DATE APPR STORM SEWER TRUNK ANACORTES AVE NE sGAN�E� 9 Z-04 �•p z2��a� D 2 2 6 6,0 6 ♦ i^ .<;.'.i .:x..:_:. +'�^, r =,.,1:aF•:•_ t. fw Pvs^.. ,�w,-Re'• " �^ s•�• r -� n_ a roc :L 1 - - to WATER VALVE INFORMATION - SEE DR-6 6wv RIY EL=�09.Sa 1 ". m r N ; 1 ,n, _ � ,�,�R�=,�� __ A LINE - ANACORTES A' E NE & NE 1 , BO Rw..as�"� 1 I I . I 1 1 TH ST CONSTRUCTION ALIGNMENT d f�ao'ac=�Pwc ror Yu.�.oaz3 . _ sw M.F aTwE=aosa Esr -- -, � bbo STATION - .NORTHING FASTING . - - I H- POS 10+00.00: 185001 34 131'1367.79 NOTES; I T,ad=.o9"53 ? -1 ` PI 18+78.99 - 184978 22 1312246.47 -: '✓7 1-SEE NOTES-�.1 THROUGH 10 ON OR-4. � � , �E:oini a•s' ./ � .� IIr 18+78.99 184978.22 1312246.47_ PI 2 CONNECT EXISTING 6'STORM PIPED PI 21+19.93- 184973 59 1312487.36 TO NEW CB/88 WITH APPROX.5' -{ _ w 1 - - . sw- �� - - _ _ - I- , ��, PI. 21+1993 184973.59 1312487.36 NEW 6'PVC PIPE O 2.00R.SLOPE. - 1 '' ' ' (� �2 I RVEY _' 1 r1N � -- � - � I POE 26+3463 184964-57 �1313001-98 A ' � TOR POTH LE SU _ 1 ( ACORTC T _ 3 IF THERE O A CO AS LINE M&ADVANCE 1 I �7 ✓ , -- ------ >y m 3 TR U N E 1 OTH S. OF r ONSTRu or COORDINATE r - - ss + B 1 n x" I B LINE ALIGNMENT WITH ESE GAS RFOR RELOCATION'OF. ITT '. „ - I `=`,. t _ - � �m o W o -: I. I CONSTRUCTION! O A ON CTIO R z --- f(� 2QSD s�_,` L;,�_ '-_�: : __ T I .THING - FASTING. PROVISIONS): ( -$ -` - - -- POB 10+00-09' 184973.59 1312487.36. GAS LINE IN ADVANCE SEE.SPECIAL 4 SD' m^ A" \ -! I. �. ' I PC 1 7+43J0 1&51-1 7.24 134"2491-:14--"" - �. _ -- - ..\`�;O / - ,� 72+ x, = -- _ -- f. _ -_ i _ PO 11+43.70 185117.24 1312491.14 U JJJ f A 10i-'00`'- I. PI 11+55.25. 185128-78 1312491.45 .. @ABANDON EXISTING UTILITY (D / OSD ` m w '' -�as� m - _ JAYE - { 185114.61 :1312591.11 (2)REMOVE'EXISTING UTILITY - � 0 / m '' 11+00 :7 _ 10Ri C ST+PT 66.70 ' 185139.96 1312494.38 _ �I c o . +..`„ .. 8 ! 2 SD A-u Eccrr11 D 1 66-70 185139.96 1372494:38 3t�C0NNECi TO DRAIN STRUCTURE 0 l ( i - V '% },_ PC 13+28-30 18529628 1312535.35 ®PLUG EXISTING STORM SEWER PIPE I - -- 01 SO - ` \ - `_ - _ rr i y I PC 13+28.30 - 18529&26 - 13112535.': Q UOLIIY TO BE REMOVED OR RELDACTED BY OTHERS _... PI 13+41.30. 185308i86 1312538.64 ©REMOVE AND RELOCATE LMLItt _. -_. -'185321-.63' ..-131243B:61-- T S= / _ i PT 13+54-17 185321.87 1312538.61 7QRELOCATE EXISTING SIDE SEWER IF CONFLICTING =`-N �=m m^ -. _`..-: - - 8 SIDEWALK ` '�- - - PT o 0 0 -- _ - _ 13+54.7 7 185321.87 1312538-61 WITH NEW STORM SEWER SEE DETAIL�'., St768P T ----I---- -_ -_ PC 16+4;9.48 185617:18 1312537.92 17 DD-1' �.dz A I 7 =` -....t _-..,__ cdw1Cf E _ Q "I; PC 16+49.48 185617.18 13..12537,92 1:08 REMOVE EXISDNG SIDEWALKS AND CURB AND si3"'" w � E:�q+ I - NOTE I 185665:.0 1312537.80 2 .9 J PI 16+98 D6 1.85617.06 1312487.92' GUTTER,AND.INSTALL SIDEWALK RAMP TYPE 2A PT :117+26.58 :185667.04 1312489.23 Y _....... O SEE R�EMON STD -PLAN F 38. '7.+26 58 O". 6 DOC 8 SEE REIJ[ONRB AND STI)PLANDEWALKS'AS NEEDED: _ 23 P�� SEE D R.-6 POE 24+03.66 185684.85 1311812.39. SCALE' 1'=20' II. - --A 12+92,14.6,RT _.-._.__ - ...._......... 1 ' TYP E1 _ 4 352 _ - tKRM A 12t56, 73S"'�2T A 13+76;16 LT RIM EL--409.25 LT 6?E IN�407 RIM�L=409.22 = : Ri1404 - I .90 RIM EL-4098-----:-------------- ---- --_ W-F-414Va404:77- 430 - - - -- - -- --- ---' - - - - v 11 12 0- 430 :--- ---- - ------ ._.>._ ----- I .CAUTION 8'SS 4 , _ 11 LF 12 is E E a-ss 2 9 12 CP7 - CPEP:® 1.00X 2 ss`s- -OOX CPfP z-c - - .-- _ - 425 4$0 2 E E CB TYPE 2 54 - .. 400-:._ - - z A 12+94;5'IT =CB TYPE 2 54' _ _ - _ - 42 _ m : CB 7°TYPE 2 544 ? RIM EL=409.69 : _ ,A.12+79,5'LT _ - _ _ _ - 1 TYPE 2 54' A 13+13,25 RT t 30'N'R,PI�Oq-2p .RIM-EL-409-fib 1 = RIM EL=470-OD'� _ - - - 42N1-Et=410:00- -30'-S-iNlh _30'--S BIVa4045B '----- - S -- - ...--- - -- - - --- ----'- - - ., 4J5 30'N 3NV---404.00 -- - c - : 3B-N RN-40&90 TYQE_C& 2-ati Q 5 12 E INV-404 65 :30'N INV;404-45 - _ SE 'DR-6 415` 30-S*M-404 00: : 12 W BMN=MI4 65 = 12'W INV=404.59 - - EXI50NG GROUND - , _ { - 410 78 L 3d"_CPEP'O:9-ZfiX I I TPLF 30•WEP'.O O-32S I _ I 119..LF.30'CPEP 6 0.34% I. I _ Esr "98 LF 30 gPEP O - +� ' In -- T' I-a -I I ------ --'- --- --- _ _ € I= v t- $ - _ ------}-- -- - -- 4051. - - -4oI RELOCATE in.w rt =5Y I Ex e-5� SEE DETAIL -- -" -sEE DEraL - I I -2 cs CROSS SANITARY a.ES! ° - a et . .E.__ .DTI-2 ANwoEo ........... W SEE NOTE _..--: ............... .......... ................................................................................................9 ON DR-4 ---- _ -...... .. .."..__ i -- - : b �aa PROFILE N �> "SCALE:.1'-20`HORIZ_ __ AECOMMamm a 3 F 1'=5� VERT FOR APPROVAL .. aV osoes 4-Lf-e _ p Z "LL r=z0' � s N-E.10th STREET/ANACORTES AVE N:E MAY 2003 CITY �� DETENTION POND AND STORM SYSTEM II R�� RENTON IMPROVEMENT C H 2M H I`L „� ~� _ .-_. : - PROJECT . J PL4N&PF30F 'DR-5 r vunY STORdI' s 2 saws �� Plonnrg/9Y1drg/Pi�bBc world Dept N0. R�v7sIDN ar DATE APPR SEWERTRUNKANACOTE SAVE NE SCAM 7` EOAI48, 2 9 E I � - 3.. SEE DR-5 cm c WATER VALVE I I I if L , I I E INFORMATION I i I� - I for aErAn¢t<maai� _t1d66 I m �. I Y_a09 ..f. ..._.. u n�Y \ N a NE' ]OTH ST ' ew a.,EL-t1Q61 8, -. D W IOCA R J 1 _ c ;-P - //�eo9a rs E�, ey„r I �I. IXlea Pow_nato 1. -- _ I uYKYOR„ i2 I s I .8 PL¢STG sw E-tws mv_r0i2Z.9'CO / TOP CF NUI=t0851 �r a PwE_+otis sr ,. .w r ,1l EE. ioP or�iwT¢=�<au - weir - 2 S� �(`eor of PItF_ta;s TST I �NOTE 5 �N ---• i of SEA DR 8 � -as - - _- 6 W-I-1 -ez-$-EIN -\+I- -- wkve: U N-FD -ZO T.- N �-_ o- _ T 65 E'- 6y. -- -- -t E- \-�a=>u- 412.47 <�� - 80T OF PyE 4�}'.5 FSr rl� 1 `� \ COYOUR ` r.. _ \-_ I CL BOTIOY t062- w NV-<09.65 12'PIPE - .PoY_{t,39 I/ �SSIYI PoY=416.fi0. ,CONIXAf: . ST \ -- .-_- _ ' . - - -- fll�li : w NV>, `8.lY PiE E YN-409.63. 2•V(PE - q ��..1;„�.. I.E Q7.M 9'E N E 10TH qb W W S Nv_<09.89 ,3 PPE „^TTYC' I I.E. O].65 6 9 R-NV 10.13.! PIPE` R ' GOMn01-�_. ._ ........_ - -.. _.. 55W1..1dY-{10b9� .1-_-�_...__. \ 1i1®ES,_- _ Po� Y NV.410_1].1D• i� E RIV-<068< Ij TI I �r�lEY {��_ SO�fil1PoY;t1Y GYP 5 SEE D R=7 I Y� � r _ _ Iw�.6='-�- 8•P1491C I ` I I f/f`l I Tw OR/w20 SEP._411.64 / jAt 2 _ - -- . .. B�NOTES THROUGH 10 ON DR-4 �- xam,SaE i-SEE NO T t2 CYP E-111 Il ,A� I, I 2 REMOVE STOP SNi'7,PROVIDE TEMPORARY' ,. Pilx''. _ QNfiMIDON IXISiING UiIL17Y �"'" 07 RELOCATE IXISHNG SIDE SEWER IF CONFLICTING REPLACE AFTER 00745LROCTim. :: 'V .. 3.PLACE 2 2 RE,IONE EXISTING UTILITY WITH NEW STORM`SEWER.SEE DETAIL SIGN AND . 'X2'w STRYRENE FOAM BETWEEN SCALE: 1"=20' aCOMECf TO DRAIN STRUCTURE 00-1 SEWER LWE NEAR THE.BOTTOM OF.If}7{7- '. . . --------..................................................- - - STYRENE F - ----- IWPE 0 E AND P TYPE 2A - BE DOW _..- REMOVE EXISTING SIDEWALKS 4. _....... .....--_ ..._.._.__.__-_--._....___...........-H5•-4S-ARRROM®FQUALs 2 THF7 FOAM �� -.OPLIIG 7Y1.BE.1tp1OVEp.-OR-.R - --_ GUTTER AND INSTALL SIDEWALK RAM � . �.•... - Ex 2'so ,, El.OACIED-$C O117ERS B:SEE RENTON-STD,-PLAN f 3B 14 LF 12" CB jivL TYPE I4.00NIRACTOR TO POTHOLE.QDsf ROOF 7®'ANORflOGilE UfN-IiY Q9 REPLACE CURB AND SIDEWALKS AS NEEDED. Dip i T- _ DRAIN PIPE&30CATE.IF FOUND.CONNECT _ - B +74975 L? - _ SEE RENTON SID PLANS. B 19+07, 18"LT 42, 26 LT .::.. = 410E ° RIM EL;409S2 EXIST PIPE TO ECB'/150.3EAD,RIST LOCA00N -i - - RIM 1EL-41 RED'.EL-412$ - - - ... - . ---------- Jr-------- - ._ r -- - Jr E---- - ------- ----- ..- CO 15A AND PIPE ...- - EX UMN BAT.0 q -' - E CB 12 TYPE'2 48" E - - =B 18+76, iD'LT Q - 5.PROTECT EXISTING LANDSCAHNG AND RFpLACE : 21 LF 1 EEGUYY - -:RIM EL=40984 fF DISTURBED. _ _ _ - 425 406.39 j€7t3>) _ :_.................- ' cPEP O, - 3 LF,2'. :18"SE INV-406.26 1 = E 6-R�TORE EICIST►1G MONUMF.f1T AS REQUIRED. .. _ .. 405 -... -CI$P O tax ..... O - - - - - '12'N INV=406.52 : _ _�r : : S ; _.. : ^' eorresr ;12'S INV=406.30 ( = ss3e : : _ _ 40i.2 _ 5 420 ................. .. .__---- -------- -- --.- ..__ -.. ----- -_ - - - --.... .. . _ ' 1..00.E W. , SEE Slim S B 20+95 i' CB 14 TYRE?48 ....:- '-` - -405- T1PE7-'SK` ' - CB f3 TYPE 2 48" ' .... .3. LT B 7+31.3:5'iT : -- -- -- - Cam-17 -TYPE E E B 19f02,4_3'LT _ E E = RIM EL=410:95 E _ - �'- 20 --- E ERM d 410'.55 f E. ? ? 2 ` 4-..-. RIM EL-410.10 E :30"N TNv-�J05.3o - Cg 1s TYPE 2 48" E 18•W.INV=406.13- :18"W INV=405.60 = SFEET 9 d <•c - „ _ .. .................:......r--- .---------- - _ azrael9 41578'EaN1 406 TS- :.. E ...__- _- .'.iJL€-YA/�053L1- - N!INV=Af15E i - - - - - �i.� i . ....:..- - - -- - - -- - ---- �o�-T 12'N'-INV=406.665 _ E E E E II . - sss EILISTrac GROUND O ROAD�: 2Bor.�sr - I I t I -i •E--' G' - E7(ST 1z wT C ( - 18 w i :415.... is -...a :.4056-1 '6'SSS- .., - _I - _ TOP OF: 0 _ ..a ? -41:D..... 10 ---�-- ........ - - = - --- ---- - PIPE 409'.7± .... IT OLsL 405 Ex E o_ _ _ u tO 0.27X DI _ [ E - - - 192 LF 028X8 j - C 1 - f = I I 36 LF 18' 178 LF 38" PEP III - -17 LF 12" _ 81{F-12" ...........- ` . .. ..........:......... :..---.-.. . .......... i ...-......... - - --. ...... - -- - ._..-. ..: ...... .....----'- ----'-- E -7Z E O 2.965 - 400 RELOCATE EXIST - � � = - ? ..... ....-....... _- ._ _._.._-._ - ..... - S 6"W.SEE DETAIL : : S : ' - RELOCATE EXIST'. - - = - 400.,... F - E - 8"W SEE DETAIL --........_. .. ..... . ......................_.._ nn-2 ,. ....-....-._. ...................................................-.... "-...... -- _...._..._.. - :..... ........... ..........i a._ PROFILE. SCALE:1=20 -HORIZ - ... REOOM.IE]iIED- 7"=5* VERT FOR APPROVAL _ Dpm -Ss'f pt2Y HILL .ma`s.q :. _. .. - t'-zo' AP-M CITY OF N E 1M STREET/ANACORTES AVE.N:E. - MAY 20oa CH2MH �� RENTON DETENTION PONDIMPROVEMENT RODE SYSTEM _'.P"� �_i IMPROVEMENT PROJECT 'D - Sw -! -?26i N0. REVISION BY oA,E APPR ".yws a OATUY Plonn ngj Bulldny/Pueae W,ELm uw4 PLAN&PROFILE R 6. r.;Purls STORM SEWER TRUNK NE LOTH ST. SCANNED ayR 2 9>mr C 0 .� a ' (0 I I N I L.L.I N CV O N o .USED IN _ . _ LLED CURB 11' -NOTE SRO _ - i:. f\ ANACORTES CT - I ZNI 01 ABANOON EXISTING UTILITY m !s$$ 20REMOVE EXISTING UTILITY 3000NNECT TO DRAIN.STRUCTURE ®PLUG EXISTING STORM SEWER PIPE _ T-'- fr (J)UTILITY TO BE REMOVED OR RELOCATED BY OTHERS ..' - - !- -#r�--.. 13 FILTER QREMOVE _. AND RELOCATE UTILITY _. -. -.I I._. L._. .Ii ._J.-- i- _4 07 RELOCATE E -SEWER.IF NEEDED ®REPLACE CURB,SIDEWALK AS NEE--:D SEE STD DETAILS POOTHE, UTILITY EX � ANACORTES ^ ACOpTES CT- ;NE.' T :N E MONUMENT,! NEEDED _ - I I 1©TESC.CS FILTER _ 74 CURB RAMP TYPE 2A PLAN ANACORTES CT NE STATIONING BASED ON ROW CENTERLINE SHOWN ON PLANS. SCALE: . STA.3+00 ANACORTES CT=STA.18+79 B-LINE i"_YO: .. ...... .. .. .. .......... -- - :----- --. .---- --- --- ......... CBJ12 ---- .- ..: _... ... _ _ o SEE SHEET DR-6 FULL INFO +72 RIM EL 90Q84 SOL�1aLO(T�ONGpUD FE 2 E - - - __ .... _ ------ __.... ..__ .. ---.- . POTHOLE AND SURVEY E B.--E"IE=407.OR' - - �.. I i E - 7 ' =407 3 BE .CONS _ _UTILITIES FORE CONSTR. - I COORDINATE PRIVATE UTILITY ' 11 5 LOCATIONS: -RELOCATES IF NEEDED.; I - - -........ ...........415- - - - 8 W IE 40 00 _ NEW 8 EIE 0 NEW�B W�_40750 i ' _:415 ss .e,.� - - - CB �60 ..........._!........................ ...__ ................... : . 41Q: ----- -- __ _ - _ __ .. . — _ ____ .. 410 - _ r - . .....:. . . G r7-EX6. '. .. .._405 I ......... .._..... - C x �r�q.... ._. _.....__ ___.. - _______ ___ __.__._.. _ _ _..__ ........_. .. .. .....RELOCATE - : 13 LF 8"OI 0 23% - _ _ - CONNECT TO EX INLET 13[LF 8"DI 0.$.8S _........_-......`................_....................?......._---- -------- - -- - - _ _.... a44E............. .- -- - - - - - - - _... -- _ - - _ --------- - -- ......:... _ _..' --------- - ------------ --------- ----------- - ---._.. ----------- - --------.... CONNECT TO EX INLET ' S 137 LF12'DI®0.36% 3+00 2+00 = 1+00 - - - _ ---------------------__......__..........................._.................__.. .............----_..... .. -' ... ...'....._..........'..._.......... .......................... - J.3T b PROFILE PROFILE ALONG STATION LINE SCALE: 1'=2G'HORIZ SOME PIPE LENGTHS MAY BE DISTORTED RECOMMENDED 1"=S'VERT y - FOR APPROVAL BY 1.3 La° i wf BY AVE NE - " A Wim RIEN TON DETENTION�P RND•IRSJECT Plunn ng/e�ue ny/Punlic wo ks Dept STORMS STEM TRUNK ANACORTES CT NE zo l � . N0. REVISION BY DATE APPR * y '17 .SCANNE( E92" Ci::'r 2a66aH t I 4 �� k� ��� (0 INOTES: O7 ABANDON EXISTING UHLITY CB 17 T1PE 2 48' 1.SEE NOTES 1 THROUGH 10 ON SHEET 5. APPX SEPTIC TANK RESTORE DISTURBED 1�- N i (2)REMOVE IXSONG UTILITY LOCATION AREAS WffH SOD I : ; B 24+06, 1.4'cli LT: I 2.UNKNOWN PIPE. CONTRACTOR TO EXCAVATE O3 CONNECT TO DRAIN STRUCTURE I - .. _.I. , - .-.. .....-'RIM--E-419:69........................................_......_................. ....-"- _____------ N 2' BACK MID PLUG AFTER HOME SIDE SEWER O4 PLUG EXISTING STORM SEWER PIPE � -.. _ 12' - INV=410.90(DST) E B'W ABANDONED a HAS BEEN INSTALLED. I 12'N INV=410.9d ` -...-CB#17A.:TYPE 1 OS UTMY TO BE REMOVED OR RET-OACTm BY OTHERS 12'W INV 411 90 CO fIM TYPE 1 ` B 24+10,:10'RF 3.FOR DETENTION POND SECTONS./S �DR-9- ©REMOVE AND RELOCATE UTILITY B y- 1 ( I ...--...-._........ ....._......--........ _ ."._.... .......lY...-:NE..INV=41fi`59...H.24ff4.E.]'--LT.E.......-......... --ER _- -- 4.FOR GRAVEL ROAD SEE DETAIL L� 07 RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES FENCE.REINSIIALL I t REMOVE WOODII I 12'SE INV=41590 MINV=4�"f6.01 :...- _ RI -I- SE INV 417.75 DR-9 2 WITH NEW STORM SEWER SEE DETAIL CONTRACTOfF T0-POhIOLE ,ow E 5.FOR ASPHALT ACCESS ROAD SEE DETAIL --= E - DD-1 SURFACE N(�) ; .I I .� �- '- ....-- ... ..-...... 42 ---- OD-T BASEMENT DRAI 6-FOR NPLANIING,SEE L-1. OGUTTER AND INSTALL SIDEWALK RAMP TYPE 2A BID ITEM--ABANDON IXISDN NNECT T W+ �_..-..-._._-..-_.-"_. .--?420 ... STBffORE CONSTR. 8 REMOVE EXISING SIDEWALKS AND CURB AND CLF?NOIJT LOCATE AND CO 2S MIN ", _ 0 ! 7. r SEE RETNTOEI STD-PLAN F-3B. DEFLECT NEW FENCE AROUND EXISTING TREE y,- cLs uriK ORFPLACE CURB AND SIDEWALKS AS NEEDED- G - - SEE RENTON SD PLANS SEPTIC SYSTEM. INSTALL NLIV. ..` ?...-_._.-.---._- ........:...... . FINSHED - ._ .0 _ - '------- LIMITS OF ASPHALT SIC_ SEINER FROM:HOME I �...--- ----- : :415 -.GRADE,"-".:"--""""- �Z�iZ PRESERVE TREE ( a - _ B 23+91,80'LF I8 LF 12 415= PAVING FOR ENTRANCE TO SEWER MAIN. 111 O 5.61% i RAMP END I .-- ' BEVELLED m - 1T LF 12'04P RELOCATION 1 : PIPE END _ ) a 1.005 I11J I BEGIN RELOCATION COATED CHAIN OF EXISTING 1 `V 1 s `. INV=407.5 - OF EXISTING WIRE - LINK FENCE WIRE FENCE I LI-.J..--_.-._.. :........... ............ ._.__.... ..... .. _. - ..---_".__ e u,m,% FENCE TYPE 1.SEE.., SEE i -"-410 410;_-- '--� PROPE N LI E - _.._ .;.CITY STD. PLANS NOTE 7�:__ E ' e �D E i .~O 4.865•1PEP CAUTION SEWER ....-_-------------------".. ..-".---"......'.405 .................... -VEND REMOVE �[9ISJNG'3RE �.._ :..Ir 4...___ _.III .FENCE ROCK`PAD AT CB 16 TYPE 2....................................... :...- .... _-.._--.-.- _-.-....-- .- _. .. :..: - .J P SEE .gxn�aw t(-- ? PIPE END.SEE B 23+225 12 4 RT E NOTE.2 - ...:.R1M E4,I1 -'--- ----- -.._---.-- t -:1--- 50 D� :12W INY�i1050 ri _ .... �..� _ •12'NE INV=S08:25 40987 \ t ---- - --- 12 S.INV (EXS� , -_. ---.... _'t2-'31Y'1M1-4'It:O--- `. CB7YPE 1 - _ 23+05A',15.6'RT- i_ - - 6'LT - B - RIM EL=433.8 " BNV ,_,.. BEVELLED INV .. - N -'.� I � 'f ..-... - -�y,�.���,c_ ND_ _.._- • "-.....cxx,nV w :END _ AB 8'lY .QUARRY SPAEL.S_ _.L ! FINISHED GROUND- 2-e.r e nevnwc e� 15 LF)2' R-to. °ice MODl1pR_. _ _.A -y Mµ `3 CB -` GRADE ' us uNK: 415 . .. �' -.L. E , .. DIP O 0SS 11N0. _ - BLOGC'wALl SEE - , n o�iC':. .._.-. ................ ...-_..-.- .... .....:...- - -- -------.- ..-...": - - - --'- L : x„cR.., 01 0 N, E u,sNns°C SEE DETAIL _ ff a.;ss SHEET DR-9 D0..-2r - �_� ' I -..'410 - _:a... n - 4io GRASS ` ,I-- /; _ - 75 LF 32 GPEP E3I 12' . x, EMERGENCY OVERFLOW , e u, xvan: :.-- { �__,_ _ POND BOTTOM PIPE ENQ Sf ROCK PAI) O�.00x f� _ -----'-.-- f __--._-_--------._ O W a-sus SPILLWAY. S(X= .._._ _. - _ ,Po ! _ :405 .-- -_-_-- _ �-,� ....... _........ .-._IS.... ...405IRI)CIURE lot 6' MIN. n'.,ss ®.osn `I 5 ._ LDR---9 1 roes .7 -' I�. I -^ ; CB 19 TYPE 2 54' LB 1 TYPE 2 48 CB-1$ TYPE 2 48 DR-9 F' .......- -------... "FLOW CONTROL...----- 8. 6..36t-LT. ._8 23+D9 57 LT- ....--- _ - P° ear-- ------" •23+5$732'l-'� aaus x I - _•„c oe -STRUCTURE R$MY-413-5 BRIM EL 413.91 o E OF :.> c's'm's��s ,w.-I 9 \ PIPE 6 23+216 77 L NV-4D591 12 E INV 408:50 .... ,2v,aa -7J x, e',oe <� r8M 11i'w INv 4as.T3 I ( R 18 sW INV 40591 J -. ROAD - 's'vs <' , , ". 18'NE INV--086.38 18'NE INV-405.M gg .- ..-_. -.................... 6' MIN. - N>nzms - ' ' k'.'� `�. 3OC6'-.---'k705FHG-x-�1>L-.-. _18LL A� 32�-NW iM/¢4044.3-.-..-. 4755 � 413,65 J N1 N 12 GRAVEL ACCESS ROAD _r1.., 415: - 2:1 MAX I - EX TINC'GROUND o_ss _ . -FINISHED GRADE OEBRIS T am[sr - - - - - -- .......- ...... 410E 410. uacs.e ) - DOUBLE 20 - - m I 2:1 MAX FLOW CONTROL - - - _ J I C.OAffD_.CHAIN LINK GATE SEE 1 25 LF 18 O - O- /? 3 Cftt STD.PLANS.- Ro25 _ 28-1 17 LT-- .--LPfP--.--- - -- - --b6 1F 16-4REV -"-' '- ---.AS-lE. CPEP---- .. -4r-LfEpT.....: .. /I I DR-9 ASPHALT ° O 2-00% 405 0 L0.30X O ® .I I I 2 405 /. - ASPHALT ROADACCESS ROAD D G ROCK PAD AT` _ 2•c a c •c p = TYPE PIPE END,SEF �_L, AUTION-GAS 9. -... ----:.-DYFi LQW... _.� L BEG REMOVE STRUCTURE,SEE Q.........:... . 7 . �. 1 (� x... �WIR FENCE B 23+53,547'LT DR-9 DR-9 -7 1 TOP OF STRUCTURE=411.50 V 1N' 9v • !5 (� ,• I Jq( ' 1� SEE DR-6 18'SW INV=407.0 /yNOO\TE -�wPROFILES ALONG LONGEST PIPE CL IN THIS VIES+ l VV �IJV•V1 1 PLAN PROFILE D SCALE. 1'=20' SCALE 1_-20- HORIZ 4 1 -5 VERT a el I 3•" '�"� RECOMMENDED IV' FOR APPROVAL 3 VE , ✓ �(� By er Do-vEs y ... DETENTION.POND AND STORM cHZM xni 1'-20' 1 ,�, CITY OF N.E.101h STREET/ANACORTES AVE.N.E. .MAY 2003 _.. :R. RENTON sysTEra C H 2 M H I L L _J.PNE S �� DAnLM IMPROVEMENT PROJECT w R.ADN15 � Plmnig/&N1dbg/Publk w«1a D.PN. DEa'ENTIDN POND PLAN DR-8 SWp !f-ar6f NO. REYLSION BY GATE APPR,. T a� 1O 17 SCAMNE019M,'t 9!snt :2 .3- II 2 .1" 0 - z� ova 10 ED (0 ....................... ............................... .................. ................................................................................... .................. ........------------ COATED 17\1 COATED CHAIN Ulk FENCE TYPE I CHAIN Ow FENCE TYPE I EL ROUND MANHOLE COVER WITH ................................................... LOCKING DOLTS MARKED'DRAN* NORTH Spm-----------42-Q-: ...... .................. PL 3: PL cl) (SEE CITY OF RENTON STANDARD PLAN BR- HANDHOLDS a :EXISTING GRDUND� i 4'MIN ------------------.............................. ------------------- ........... .............................. 16,MAX OVERFLOW R.EV-41 1 Z z FINGRED TOP OF RISER PIPE STANDARD IZED L GRADE STEELLADOQ:AID ----------411Q� ----------------------------................ ............ ........ )'-G'TOPSOL TYPE 2'MAN S11 SPECIFOTION& a EL 46&5 INV ELEV.410-W WITH ............... ............................... ....... ............................--------------__-- ...................... 4M ...... .............................................. PIPE SUPPORT NOTE 3)r..075- CLEANOUr SHEAR GATE ALUMINUM OR.079" B*DIAMETER MIN. STEM (SEE CITY OF RENTON PIPE :SECTION A-A OUTLET PIPE STANDARD PLAN BRO5) IT...................--------------.3...---------------------------- ................... .............. CmED i -----------............................................. OR CHAM UW FENCE TYPI!1 w 409.5 425 PER ........................................................ ............------------- ........ —------ --------- INVERT ELEV. ---------------- FF;L PER PLAN 420 54"o ...................------------------- ------- ............................ BLOCK 7-------- j V111H ORIFICE DIA,-I.5" 71 -------------------------------- LINK FbICE TYPE i RESTRCIOR PLATE tASE COLT&_I�i:,41-5: :WEST .......................PL SECtION A-A bR MTK............... -- ------------------ ........................ ---------—--------------------- .......... rr CSElb3 EL 41 POND WATER SURFACE ELEVATORS POND-BOTTOM REMOVABLE EL=�M60 EMERGPICY OVERFLOW WS EL4lZ5 WATER-TIGHT 3 WS EL411.9 410: COUPLING _lOpSOL................................. ........ 41 ------------- T2, AND ACCESS ROAD. 3 A A w SPI§CgIMTIONS-: SEE DETAIL 405-5 c C 405 SECTION-- ........... .......... ------------ ................................................ ........ --------------- -------------------- PLATE WITH w OR*lCE AS ELBOW DETAIL SPECIFIED TOP OF LLWAY 'SE CTION 13-13 �Pll ......................................... .....................................--------------------------------- ------------------..................--_------------------------------- PLAN VIEW B_413.5 .3-11 1 PROFILE, TOP OF SPUWAY SCALE:1-=20' HORIZ 8��Mj_EL 412-2 C8 #19 FLOW CONTROL STRUCTURE r3_-� SCALE- NTS SEE RENTON STD DETAIL BR-04 xx CONSTRUCTION GEOTDMLE FOR NOTES AND OTHER DETAILS SEE FOR PERMANENT EROSION THICK ACP PL ENLARGEMENT 12' WIDE MAX CONTROL(CLASS A CL B BELO ELEVATION EXISTING GROUND-\ NOTE ID-421246" SURFACE TOP OF BERM 13'-0' 1-C64FRACTOR TO PREVENT RIP RAP EL 413.5 (BEYOND) FL EL 413-5 3 /-l'-O-TOPSOIL FROM DMENDING dROuGH THE ASPHALT FINISHED T ESTIMATED DEPTH 3'ACP CL B ON WHICH TO PLACE THE ASPHALT. _J__ PAVa"T.AND PREPARE A SMOOTH SURFACE GRAM 2 �SOIL TOP OF SPILLWAY EL 412. l*-O' 4�' CSBC-T - SEE NOTE PREPARED OF ORGANIC EL�l 1.50 SUBGRADE FF�- FINISHED GRADE 3 FINISHED GRADE L z — I- :, I*-e EXISTING PLACE POND it IIIV 9' IV I EXISTING PLACE POND 48'0 PIE POND BOTTOM GROUND EMBANKMENT -6-MIN TIONS AS RED SURFACE PREPARED 4-0 HE AS REQUIRED EMBANKMENT FILL SEE ORGANIC LAYER Mir FILL PREPAR GROUND EMBANKMENT J (DEPTH REQUIRES SUBG -:fSURFACE COMPACTION SPECIFICATIONS- BY ENGINEER) TOPSOIL 4" CSBC MIN 'COMPACTED POND BOTTOM CONSTRUCDON GEOTEX" CB #20 OVERFLOW STRUCTURE r4 --DEPTH -RIP RAP =,x - FOR PERMANENT EROSION SCALE: NTS SEE RENTON STD DETAIL BR-13 xx BERM AND ACCESS CONTROL HIGH SURVIVA13ULTY FOR NOTES AND OTHER DETAILS TO OF I itid (CLASS C) SECTION RECOMMENDED BE I RM ROAD DETAIL (_T,� FOR APPFt011AJ_ SCALE: NTS xx BY EMERGENCY OVERFLOW SPILLWAY r2 CONSTRUCTION SCALE: NTS xx GEOTEXTILE FOR PERMANENT Issms I I EROSION CONTROL I I I AS SHOWN I I N_F_10t1 STREETANACORTES AVE N.E. MAY 2003 hr-ft CITY OF (HIGH-SURVIVABIUffY, DETENTION POND AND SrORM SYSTEM PIr,.j/BuiId4�/Pub&Works DpL DETENTION POND moss sEcTicNs DR-9 No_ ED 111:1 E AP PR fsvR-j7-Q&" REVISION PH I—T.PI.A31M AND DETAILS CLASS C) RENTON IMPROVEMENT PROJECT CH2MHILL SCANNEUMAR 2 9 Z-": Dj- OR, LOCKING (SEE AN 7 HOT MAN A_ MAN "A IT 7EIE EROSION B�ELOW W EL 411-1. ---- 41 4 CS BC NOTES: NI 1.PRESERVE AND PROTECT VEGETATION NOT INDICATED FOR REMOVAL. 10.ON POND SIDE SLOPES, APPLY MEADOW SEED k FERTILIZE PRIOR TO Plant Materials List N 2.CULTLVATE SOIL IN CLEARED AND GRADED AREAS TO A MINIMUM DEPTH INSTALUNG EROSION CONTROL BLANKET. I OF 12 INCHES BY HARROWING, SCARIFYING, DISKING, OR OTHER , I SYMBOL COMMON NAME SCIENTIFIC NAME TYPE MATERIAL QUANTITY METHODS. 11.IRRIGATION SHALL BE PROVIDED 13Y CONTRACTOR FOR ONE YEAR TO N © WESTERN RED CEDAR THUJA PLICATA TREE 4-5T,CONTAINER /to a 3.LA NSCA ENGINEER SHALL APPROVE FINISH GRADES BEFORE ESTABLISH THE VEGETATION. LANDSCAPING. 4.HYDROSEED GRADED AREAS WITH MEADOW SEED MIX BEFORE INSTALLING I ® LEYLAND CYPRESS CUPRESSOCYPARIS LEYLAND2 TREE 2'CAL.BB U) PLANT MATERIALS. - 5.OWNER'S BIOLOGIST SHALL INSPECT PLANT MATERIALS UPON DELIVERY- &INSTALL PLANT MATERIALS AS SHOWN ON DRAWINGS_ LAYOUT OF TREES I O DOUGLAS-FIR PSEUDOTSUGA MENZIES2. TREE 4-6,CONTAINER �T 6 AND SHRUBS SHALL BE APPROVED IN FIELD BY OWNER'S BIOLOGIST - - PRIOR TO INSTALLATION. .� I MOCK ORANGE PHILADELPHUS LEWIS2 TREE 3'CAL 88 7 7.INSTALL 3-INCH DEEP, 3-FOOT DIAMTER RING OF BARK MULCH AROUND ALL PLANTED TREES AND SHRUBS. �I 8-LANDSCAPING SHALL BE IN ACORDANCE WITH SECTION 8-02 ROADSIDE I p OREGON ASH FRAXINUS LA77FOLIA TREE 3GAL-CONTAINER 11 i PLANTING. I I .. . _-- 9.REMOVE ALL BLACKBERRIES IN THE WETLANDS BUFFER AREA BY I t RED OSIER DOGWOOD CORNUS SERICEA VAR SERICIA SHRUB 5 GAL CONTAINER 5 CLEARING AWAY THE PLANT MATERIAL AND THEN EXCAVATING THE SOILS BELOW AN ADDITIONAL 1'-0' (OR DEEPER AS DIRECTED BY THE ENGINEER) TO REMOVE ALL BLACKBERRY ROOTS. BACKFILL THESE �Z-� �- CAMELLIA CAMQ1lAJAPONIC4 SHRUB 4-6 CONTAINERIBB �(b i EXCAVATED AREAS WTTI, NATIVE, CLEAN TOPSOIL TO PRE-CONSTRUCTION I - - I ELEVATIONS- COATED CHNN I LINK FENCE(TYP) - L,J I O EVERGREEN CLEMATIS CLEIII417SARMAND2 VINE 2CAL.CONTAINER 9 I NOTES: 88:BALLED&BURLAPED Total 1 74 �f PROPS TY LRJE, _ _ zt ........................ ._ .. .............. _ CLEARINGI- _T I Meadow Seed Mix - '!1 'l. LS per --- .. -ry :. a IBM N... ... ....... .......- -- .'.'",_'- _ 2 III -- ......... - ....... .. :.::. ::.:.:.... fl 0 � L I CO O NAME SCIENTIFIC TLAbIE P ( :' - DWARF PERENNIALLOLIUM PERENNE 29.4 -.. .. - _- EUREKA HARD FESTUCA OVINA DURI 8.8 . .. .. _1 --. --1- \ _ -- I FESCUE FESC FESTUCA RUBRA-VAR. 5.9 "NOTE f ... ....._.r? .....__...... ._ _ - ..- . . . ...... .. .. ............. ..:... ,. :. FESCUE USGULA'El1REKA• . .. ....... ........... ... ...... _ :..... .............. ..... ..:..... -- - COLONIAL BENTGRASS 11' .. 'MEADOW ..... ... .. ... .... ........ ... .- r DWARF YARROW ACA�HI�Fa MBJJ_FOLI 0.6 ILp( :. \ DUTCH WHITE CLOVER TRIFOLIUM REPENS UM 29 - � - ` - SAUNA STRAWBERRY CLOVER TRIFOLIUM.FRAGIFERUM SAUNA' 1-7 .. -. -- ... - .. .. .......: .. ... ... .. .._.._ -- __ _ � - S1NE£f ALYSSUM ALYSSUM MAi2ffIMUM 24 -� �.- ENGiJSH DAISY BELLIS PERENNIS 12 I i . ... .....:.... - - .- ... .:.'...'.... SEED . .. :• -- .. .'... .. .. .--.. - - .. . Notes:PLSPPOUNDS OF PURE LIVE SEED Total 0.9 60 - .. ..... ... ... .. ....... .. ::. - I. .. . . ,St. ... .. - -.....:... ...: ............. ... ................... ... - -- '-�': .. ..... ........... ... -- a22 s - -- - - aFADOW-SEED-.TALI( . . .......... _ - ;S"" - _ - I CONTAINERIZED TREE OR --------------- -------------- \-I .... .. .... .� .....-- - B (TYP) .. ....................... ... O: -:.. .. .. .. ............. ... - _ I �, .... ......... ... ............ .... ...... ....::.�.:': _ -- PLANTS AT ... ... _ ` SHRUB _ _ � SET ALL PLAN NURSERY LEVEL (TYP) 12'GRAVEL ACCESS ROAD DIA 3 OF BAR _ i _ s - - � �� � �' I..' _ SHRUB BED SOIL PREPARATION DEPTH.(SEE SPECS) FI ISH GRADE SEE NOTE THIS AREA I .I FINISH DEPTH PER SPECS I I / o I I I I a m REMOVE CONTAINER I I U I I p COMPLETELY NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC MULCH UNDISTURBED SUBGRADE I PLAN ROOTBALL + 1.5 TIMES ROOTBALL WIDTH (PROVIDES ROOTR l WILRLM NOTE SINE SO)THAT , SCALE: I'=20' t id TREE OR SHRUB INSTALLATIONK1'� RECOMMENOEO 3 N.T-S. -- FOR APPROVAL � Yoh xs�n BV 2>t o3 ZONAL - [xvuss -23+Y CH2M HNLL � g CITY OF N.E.IOth STREET/ANACORTES AVE..N.E. ' MAY 2003 ' R-CHUNC r=zo �� DETENTION POND.AND STORM SYSTEM — RENTON IMPROVEMENT PROJECT �.. ra .. R.AOMLS Pimning/8UNdIng/Puer Wavle Dent. DETENTION POND LANDSCAPING L-1 N0. REVISION BY �DATE APPR T. PLAN 15'p17 SCANNEDJMAO 2 9 204Tj IR RkOLL 1 '93 N TRENCH EXCAVATION SEE DETAIL N ASPHALT CONCRETE FOR PAVEMENT PATCH n N PAVEMENT CL B, 0.3' COMPACTION DEPTH MRAuuu SLOPEPOSSWEE CtFwotll s"F d BACKFILL MATERIAL gD"�\\l lllt� °< - a NATIVE IF IT MEETS SPECS, SEE NOTE _ ( - OR IMPORT PER SECTION 9-03.19 �3 CSBC, 0.5' MIN (BANK RUN GRAVEL)- �'� CONFLP=M COMPACTED DEPTH d - 45' MAXIMUM SIDE SEWER EXISTING TEE _` NEW STORu TIER MPE SEE NOTE 7 :� 1, ASPHALT ACCESS ROAD �� 9 _ w. NEW STORMWATER PIPE RELOCATION ABOVE NEW STORM PIPE (TYP)SEE DRAWING BELOW FOR DETAILS AND NOTES SCALE NTS XX r-0" PIPE ZONE MATERIAL PER SECTION 9-03.16 BEDDING MATERIAL FOR POSSIBLE CLEANOUT _ THERMOPLASTIC PIPE SEE NOTE 5 �. EXISTING SIDE SLIVERY- ^ 6" -7777 REMOVE CONFLICTING NOTES:. NSTALL SADDLE IF EXISTING TEE IS NOT "d_, d .---EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) _e " . SLOE SEWER\ ,\y USEABLE FOR RECONNECTION. SADDLE W/6- a DEPTH AS APPROVED BY ENGINEER \ TEE (ROMAC OR APPROVED EQUAL). SECURE TO "" a ° BACKFILL WITH FOUNDATION MATFI,AL MEETING NEW STORMWATER \�� MAIN WITH STAINLESS STEEL BANDS. TAP THRU °"' SECTION 9-13.6 QUARRY SPALLS 3' MAXIMUM LENGTH 3,- CONNECT SIDE SEWER _. OF FIRST PIECE OF PIPE ELASTOMERIC SADDLE:- NOTES STRAIGHT FLEXIBLE COUPLING 2- CONCRETE BLOCK REQUIRED AT NEW SADDLE STRAIGHT PIPE - �� :' WHEN ANGLE AT MAIN EXCEEDS 25'. SEE CITY 1. PROVIDE UNIFORM SUPPORT UNDER BARREL BEND IF NEEDED - INSTALL DETAIL DWG BR39: 2. HAND TAMP UNDER HAUNCHES. :o 6". 4' REDUCER, 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: EXISTING TEE �, IF NEEDED POLYVINYL CHLORIDE (PVC) SDR 35 OTHER SEE NOTE 1 I MATERIAL, AS-APPROVED BY CITY INSPECTOR. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY ^�-1/8, 1/16. OR 1/32 4, FOR 3- SEPARATION INSTALL 1'X 2' X 2- EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 0.02 FT FT BENDS AS NEEDED THICK STYRENE FOAM BLOCK BETWEEN NEW HAND TAMP ONLY. MINIMUM SLOPE NEW 6' SIDE SEWER PIPE AND 6" SIDE SEWER RELOCATION: EXISTING FOAM BLOCK, SEE NOTE 4 5- IF SIDE SEWER RELOCATION REACHES CURB 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE SEWER MAIN EXTEND NEW 6" SS TO BEHIND SIDEWALK AND FLOW LINE IS MAINTAINED- INSTALL CLEANOUT PER.CITY.DETAIL DWG BR33_ CPEP STORM PIPE 6. ALL SIDE SEWER RECONSTRUCTIONS SHALL SIDE SEWER RELOCATION (TYP) BE APPROVED BY CITY INSPECTOR. TYPICAL TRENCH BEDDING AND BACKFILL SCALE: NTS XX SCALE NIS XX i A" CPEP TO POND / MANHOLE OR 0- ®E *REMOVABLE OND /12' FROM WATLLCH BASIN PIPE CS 178PLUGBEVELLED END �_ + SECTION SEE NOTE 12" CPEPUP FROM 12' CPEPTO DOWNSTRUPSTREAM TO DOWNSTREAMTER FROM C6 17 CB 16 4' 12- EXISTING ORE RUBBER BOOTK OET NNEC OR REMOVABLE FROM UPSTREAM MAX 1-6" D FOR SMOOTH WALL PVC AND G, SEE t 1/3 NOMINAL PIPE DIA HDPE PIPE- AT MANHOLE OR CATCH BASIN PLUG, SE'_' 3"t, ^12 FROM E 3- NOTE 3. SEE NOTE 2. WHICHEVER IS GREATER CB 16A STANDARD PIPE ___ __ 3-MIN 112" EXISTING 12" FROM JOINT - - CONCRETE PIPE CB 17A PLAN VIEW — CB16 PLAN VIEW — CB17 NOTES: 1- PIPE LOCATIONS AND DIMENSIONS ARE NOT II "--... TO SCALE AND ARE SHOWN FOR SCHEMATIC - a.:=D=-= NON SHRINK GROUT- DRY PACK FROM EE D�iIpA p� pp pp�� PURPOSES ONLY- THEY MAY VARY FOR EACH CB. - EARTH SIDE WATERPROOF BONDING 6' PMIOCHEVER 61G M11 R 2. THE CENTERLINE OF CB 17 SHALL BE OFFSET -'-o;,? BEFOANGERE OVER EXST CONC SURFACE MIN BEFORE PLACING. FROM THE EXISTING 12' STORM PIPE TO THE NOTE: EAST TO THE DIMENSIONS SHOWN- CUT PIPE END 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP AT EXISTING MH'S AND CB'S CUT OPENING IN NOTE- ADS $1233AA OR APPROVED EQUAL. WALL AND REMOVE ONLY ENOUGH REINFORCING IF THERE IS NO CHANNELING FOR THE PIPE BEING PLUGGED, �\ STEEL TO INSTALL PIPE. STEEL TROWEL THE PLUG TO A SMOOTH SURFACE CONFORMING U D ETA I L — CATCH BASINS 16 AND 17 / ' \ TO THE INSIDE SURFACE OF THE MANHOLE OR CATCH BASIN. L SCALE: NTS XX IF EL FOR THE PIPE id MANHOLE AND CATCH BEING PLUGGED WITH CONCRETE.RE IS CHANNEUNG, FILL ESTEELNTROWEL ALL EXPOSED 3 g�sa��q BASIN PENETRATION AND NEW CONCRETE SURFACES SMOOTH. FREcoMM� APPROVAL 5.trap' FLEXIBLE JOINT DETAIL �1 PIPE PLUGGING DETAILS (-6'), BY D =3 SCALE: NTS XX SCALE: NTS XX bS y CH2u wu AS SHOWN `�� 4® CITY OF N.E.10th STREET/ANACORTES AVE.N-E_ MAY 2003 R —!� RENTON DETENTION POND AND STORM SYSTEM C E°li 2 1 H I L L -Js n IMPROVEMENT PROJECT Swp-a�-lt66 No. ItLVIswN sr L1TE APPR •� � I lonnng/f3WdM/Pub6c wo i s 0roc DRAWAC�E DETAILS ADD-1 16�17 SCAW41MAMt29Zw4 eo. ra 2= D-226616 Hit f 9' co CONSTRUCTION NOTES AND RELOCATION PLACE CONCRETE AGAINST UNDISTURBED N SEQUENCING: EXISTING GRADE PIPE EARTH BOTH FACES CV 1. CONTRACTOR TO INSTALL CONCRETE DEADMAN.ANCHOR DIAMETER ALLOW 5-DAY CURING TIME BLOCKS AND SHACKLE RODS AROUND EXISTING VARIES FOR CONCRETE TO SET d WATER MAINS TO BE RELOCATED, AND/OR AS Z VARIES - 10' TO 12' TYP `� v �I�I9��I=1 I I-IIII-1�1�- DIRECTED BY THE ENGINEER. ALLOW 5 DAYS SHACKLE — — — — CONCRETE CURING TIME BEFORE CAPPING EXISTING RODS co MAINS TO BE RELOCATED AND/OR AS DIRECTED N SLEEVE ORLWAuwiER a BY THE ENGINEER. (p TO DI) Q - Q 18 MIN- BY MIN 3' MIN 3' MIN EXISTING 2. CITY CREW WILL CUT AND CAP EXISTING WATER 4 45' BENDS (MJxMJ) (TYP) -' _' _ MAINS AT BOTH ENDS AND INSTALL TEMPORARY EXISTING n EXISTING WATER MAIN EXISTING WATER - WATER MAIN CUT OUT AND REMOVE WATER MAIN VALVE 11�1= I—III III=IIII— 11 CAPS AND PLUGS ON END OF EXISTING MAINS AND I f EXISTING - —lil IIII IIII=11 =11 VALVES, AND SHACKLE CAPS TO DEADMAN BLOCKS. TEE "' 3- CONTRACTOR TO INSTALL NEW STORM PIPE AS CLASS 5 1/2 SACK SHOWN ON THE PLANS. SHACKLE RODS CONCRETE NEW GATE NEW STORM 3000 PSI MIN 4. CITY CREW WILL ASSEMBLE AND INSTALL NEW SPOOL VALVE SPOOL WATER PIPE SHACKLE RODS VERIFY (AS REQUIRED) PLAN VIEW PIPES AND FITTINGS UNDER NEW STORM LINE AND DI DI FLANGED TEE (MJxMJ) EXTEND SHACKLE RODS FROM DEADMAN BLOCKS ? AT VALVE ACROSS NEW PIPE AND FITTINGS AS SHOWN ON SLEEVE OR ADAPTER 18" MIN 18" #4 RE13AR 8" ON CENTER (4) 3/4" SHACKLE RODS - PLANS AND DETAILS. CITY CREW WILL CONNECT DEADMAN ANCHOR (CI TO DI) MIN IN EACH DIRECTION ON CENTER OF PIPE RELOCATED WATER MAIN TO EXISTING WATER MAIN BLOCK VERTICAL CONC. CENTER IN CONCRETE AND VALVES. SEE DETAIL SHACKLE RODS (TYP) BLOCK 3'x3'x3' 5. CONTRACTOR TO POUR THRUST BLOCKS AT (SEE CITY DETAIL BR-27) SEE STD DETAIL B-22 — FITTINGS AS SHOWN ON PLAN AND DETAILS, FOR 6"WM USE 2-5/8" FOR TIE ROD REQMTS _ BACKALL AND COMPACT TRENCH. CONTRACTOR XX 8'WM 4-5/8• SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, DI PIPE SPOOL — 1O'WM 4-3/4" CONC THRUST BLOCK CONIC THRUST BLOCK EXCAVATION, AND OTHER WORK AS DESCRIBED IN MIN 2'x2'x1' LENGTH AS NEEDED (TYP) MIN 2'x2'x1' �— w CITY OF RENTON SUPPLEMENT C O a SECTION 7-11.3(9)A "CONNECTIONION TO TO EXISTING EXISTING ------- - -- - - -- - - WATERMAINS (RC) 4 �� - n --{I1' ,' 2.5 WATERLINE DETAIL �� MIN MINrMIN �MIN�MIN� TR E R -I--I �- SCALE: NTS Xx 2" I 5 CHESS 'B' r TYPICAL CONCRETE DEADMAN ANCHOR BLOCK DETAIL SCALE: NTS XX Licosw L2 66®� 1 A A RALO FROM ACCESS ROAD VARIES ______ ___r____Q REMOVE MINIMUM 2' DEPTH ----- -------- 1' BEYOND TRENCH GRIND OR --- AND ANY DAMAGED EXTENT OF SAWCUT AND A ------ -----�--�----; 3 A PAVEMENT TRENCH REMOVE - - ------ ----'�""'"`w'0�4" - EXCAVATION PLAN 6.5' MIN. 15%MAX PIPE LOCATION (FT) (FT) (FT) SLOPE QUARRY La.0, alaboo B 23+93 LT 6 8" 6' 1' 1' 2.5' �{ 1'I 1' SPAU-S B 23+64 LT 6' e' 6' MIN MIN MIN I MIN MIN 72" 2 MIN PLAN B 23+50 LT S' F. 9' 1 p• o °c0 7 POND ........ .-- ---- BOTTOM C °`� BEVELED 2" — - _ END SECTION SLOPE VARIES, SEE CLASS 'B' ` ACP CLASS "E" OR 'B' T- 1-0 DRAINAGE PLANS 3' CSBC, MIN CONSTRUCTION GEOTEXTILE V-0' 6" CRUSHED SURFACING COMPACT DEPTH D FOR PERMANENT EROSION MIN. IF 2 LONGITUDINAL TOP COURSE S CONTROL(HIGH SURVNABIUTY, � STRIPS OF GEOTEXTILE SECTION A-A CUSS C) ARE REQUIRED, SEW CRUSHED ROCK, SEAM INSTEAD OF FLOWABLE FILL, OVERLAPPING OR BACKFILL QUARRY SPALL ACCESS CONSTRUCTION GEOTEXTLLE�"```\ \`2" `` /-QUARRY AS REQUIRED BY ENGINEER FOR PERMANENT EROSION SPALLS RAMP AND PAD (_4� CONTROL (HIGH SURVIVABILITY, CLASS C) EXTENT OF SCALE: NTS XX SECTION A—A TRENCH EXCAVATION "MINIMUM ACP DEPTH SHALL BE: NOTES' 1. IN SOME LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL A PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS �Re ,gr & INDUSTRIAL ACCESS STREETS 6"ACP CLASS 'E' OR 'B' BE HIGHER THAN THE DITCH INVERT. SEE DRAINAGE PROFILES. RECOMMENDED - 3^ R APPRovAE RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' OR 'B' FO FO DomRO S-28•03 TYPICAL PATCH FOR ° tom ROCK PAD AT PIPE END �1 �.� . F FLEXIBLE PAVEMENT �� SCALE: NTS XX xx CH2O SAS SHOWN � CITY OF N.E.101h STREET/ANACORTES AVE.N.E. —MAY 2oo3 SCALE: NTS R.CHUK DETENTION POND AND STORM.SYSTEM C��� �p RENTON L PRns aNM IMPROVEMENT PROJECT p,AOpLLS � Planning/Buildin9�USlic w° DAL DRAINAGE DETAILS �()D-2 .tw Jt64 N0. REVISION BY DATE APPR T. 17 17 SCANNED HAR 2 9zlo Ft O'LL liSt13 CID 36 N 31 I N SrTMI N ' Ruth Po 'a 3^S BSTH 32 0 a , y 34 �� N 35 City of Renton , Washington 9 S a z ti%/�T CPloint� 3 N T w 324 w C� N ■ E Is 10 t h S T R E ET O 5E RD 95tH SE MAY y z Ai.ity NE 277H a -- ANACORTES AVE . N . E . o i w 5 4 --w n� -� }a2 1 0 0 'a 3 -- y 9�t1 NE la ST w BLVp ° 5E RENT N,7 DETENTION PO-ND NE 12TH Si AND STORM SYSTE N K �i o> RENTO I `—. V Z a ® � NE LO Sr w �J TH a I I m zNTO 8 "f T < 9NE �M �> '< 10KING 11 IMPROVEMENT PROJECT m M NI CI AL " 5 COUNTI�_1_ � A PO T 1 a PRt'7J = - 124TH ST ..._ ; i W SITE _ T z j ----I PROJECT NO. SWP-27-2266 NE 4TH ST SE 12M i ST D � 1. $32N0 ST Al ORWAY NE L- - �y�AY 2003 133RHT y FAT PNE - w S w A S 2N S 3R 17 6 16 15 - --J 14 vm z0 Ock P St.NSEr 9 BLR(r"CT NORTI' 1» YSE 42ND ST ^I INDEX OF DRAWINGS Swm+ s �rH SHEET DRAWING 1��qp NO. NO. DESCRIPTION SN a "PY 31 CSC � p b GENERAL G u 24 LOCATION MAP BNR;rN 1 G-1 COVER SHEET, LOCATION MAP AND INDEX OF DRAWINGS �MYj i sw 16TH sr 119 — 90�. RT1tERN 23 2 G-2 END 18 G-3 SUPPLE L SITE P LAN D LC MENTAL URVEY - MPA'S, HONEY CREEK wqr PLAN AND PROFILE sF 3 DR-1 STORM SEWER TRUNKWHITMAN CT NE s 4 DR-2 STORM SEWER TRUNK WHITMAN CT NE 5 DR-3 STORM SEWER TRUNK NE 11TH ST. 6 DR-4 STORM SEWER TRUNK ANACORTES AVE NE DETENTION POND PROPERTY LEGAL DESCRIPTION CONTACT PERSONNEL 7 DR-5 STORM SEWER TRUNK ANACORTES AVE NE SITUATED IN THE NW 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, NAME AGENCY PHONE 8 DR-6. STORM SEWER TRUNK NE 10TH ST. IN KING COUNTY, WASHINGTON REID ADAMS CH2M HILL 9 DR-7 STORM SEWER TRUNK ANACORTES CT NE 425 THE WEST 164 FEET OF THE SOUTHWEST QUARTER OF THE ( ) 453-5000 10 DR-8 DETENTION POND PLAN NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, DANIEL CAREY RENTON PROJECT MANAGER (425) 430-7293 11 DR-9 DETENTION POND CROSS SECTIONS AND DETAILS TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY WASHINGTON; RENTON WATER MAINTENANCE (425) 430-7400 EXCEPT ROADS, (OR 49,036 SQUARE FEET OR 1.125 ACRES MORE OR LESS). JEFF McMEEKIN PUGET SOUND ENERGY (425) 862-3824 EROSION CONTROULANDSCAPING KING COUNTY PARCEL NO. 102305-9129 MATT COURTNEY PUGET SOUND ENERGY (425) 766-1773 JACK RUCINSKY ELECTRIC LIGHTWAVE (206) 812-3300 12 T-1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS FRANK FORREST QWEST (206) 345-2968 13 T-2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS KATHY REED OLYMPIC PIPELINE (425) 235-7767 14 T-3 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS DOUG LONG COMCAST (253) 864-4341 15 L-1 -DETENTION POND LANDSCAPING PLAN EMERGENCY & FIRST AID 911 DETAILS CALL 2 BUSINESS DAYS BEFORE YOU DIG 16 DD-1 DRAINAGE DETAILS ONE CALL 1-800-424-5555 CHECKED FOR COMPLIANCE Reitl 17 DO-2 DRAINAGE DETAILS 18 SEE G-3 TO CITY STANDARDS I 3 494 ORNSBY Date 5 30 03 . ORIGINAL PLANS STAMPED BY: LYS AND HOTHERS Date— AS—BUILT as;s WYMAN REID ADAMS ON 5/27/03 S ORIGINAL DWG Date — AL '` PE #39578 EXPIRES: 4/25/04 O CH.M HLL NA xa, _ _ CITY OF N.E.1Oth STREET/ANACORTES AVE.N.E. inAY zoo3 R CHUNO RENTON DETENTION POND AND STORM SYSTEM _ �'��MIMPROVEMENT PROJECT CH2MHILL A5-BUILT i AND NOTED ADDED er CITY OF RF7RCN I. 7 RPlunnin9/Building/Public wo ks Dept COVER SHEET,LQCATION MAP,AND-:7-?a/1� NO. REVISION BY RATE APPR INDEX OF DRAWINGS SCANNED OCT os va:, -�Z667o D—2 2 6 6 1 >d. SURVEY CONTROL DATA � POINT NORTHING EASTING ELEVATION N No. (FT) (FT) (FT) DESCRIPTION LEGEND c^v CITY OF RENTON SURVEY CONTROL NETWORK POINTS I �- SI -� SURVEY CONTROL POINTS a 159 415.95 A 1-1/2- FLAT BRASS DISC WITH A PUNCH MARK ON A 4 x4" SOIL BORING LOCATIONS CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE 1 �" W AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E. .- --- - 806 185,003.436 1,311,367.817! � A 2" DISC WITH PUNCH M R ARK ON A4"x4 CONCRETE MONUMENT 1848 183,691.463 1,311,377.397 411.28 CASE AT INTERSECTION OF NE 1 OTH ST & UNION AVE NE N -I w DR-1 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4"x4" CONCRETE POST MONUMENT DOWN 0 4' IN A MONUMENT CASE AT THE U INTERSECTION OF NE 8TH COURT & UNION AVE NE - 1894 186,648.380 1,311,364.04,' A 6" MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE - CH2M HILL SURVEY CONTROL POINTS 121_ 184.980.197 1,312 246 650 409_73_j_:PK" NAIL IN_PAVEMENT AT LOCATION SHOWN ON MAP 122 184,974.237 1,312 481 582 1. 410,57 PK'NAIL—IN PAVEMENT AT LOCATION SHOWN ON MAP 123 185,646.293 J 1,312 553.230 414 92 PK NAIL,IN PAVEMENT AT LOCATION SHOWN ON MAP_ __ ___ __ DR-2--------- I = —' 124 1857U1 699 1,311 995.147 411 39 PK"_NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP DR-3 - - 125 185,900.547 1,312,015.538 406.94 T, "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP RB AT LOCATION SHOWN ON 126 186,097 894 1,312 017 915 399.06 PK' NAIL IN_PAVEMENT AT LOCATION SHOWN_ON MAP 127 186,566 344 1,312 040 658 397.17 PK' NAIL_IN_CU 128 156,549580 1,311392169 395.20 "PK" NAIL IN CURB AT LOCATION SHOWN ON MAP - TIiM1 _ 417.67 FIRE HYDRANT AT NE 11TH ST & ANACORTES AVE, WEST BOLT - - T13M2 _ 41440 FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH_ST,_NORTH BOLT 419 07 PiC NAIL IN ASPHALT 15' EAST DRIVEWAY' ® HOUSE # 4100, "Y" ® NE 11 TH PLACE �. L --- TBM4 402.57 FIRE HYDRANT #348 TOP BOLT, AT ENT OF WHITMAN COURT N. S NE 11TH ST ._ e�7 is �- -.- ._. ..-- - -7 -- - ---- -- TBMS - 397.65 NORTHWEST BOLT OF LIGHT POLE NEXT TO SURVEY CONTROL POINT 127. -.._ _- _ .... _ - .= lL era L. - LEGEND ABBREVIATIONS GENERAL NOTES EXISTING PROPOSED - ABND ABANDONED 1.CALL UNDERGROUND UTILITY LOCATE SERVICE - .F ---- - :-6�..--.__ __.-_ DR-4- ACP ASPHALT CONCRETE AT TELEPHONE NUMBER 1-800-424-5555 A ---- - ❑ El CATCH BASIN TYPE I PAVEMENT- MINIMUM. OF TWO BUSINESS DAYS PRIOR.TO SOT BOTTOM ANY EXCAVATION. - i CB CATCH BASIN Q CATCH BASIN TYPE 2 CL CLASS 2.ELEVATIONS ARE TO NATIONAL ADJUSTED VERTICAL - CL CENTERLINE DATUM (NAVD) 1988. TO OBTAIN ELEVATIONS TO - - CSBC CRUSHED SURFACING OTHER DATUMS: NATIONAL GEODETIC VERTICAL SANITARY SEWER MANHOLE BASE COURSE DATUM 1929 - SUBTRACT 3.58 FEET - -- - - -"- -- DIP DUCTILE IRON PIPE DWG DRAWING 3.4.EXIOSTINGATES ARE TO UTIL'TIES SHOWNRlZONTAL ARE TAKENIONAL ADJUSTED FROM EXISTING FIRE HYDRANT R PROVIDED FOR CONTRACTORS THE INFORMATION ONE. NE IOT �� _- POWER POLE E EAST, EASTING DATUM 1983/ 1991 EXIST, EX, EXST EXISTING FT FOOT RECORDS AND OTHER SOURCES. THE INFORMATION FH FIRE HYDRANT -.._.._ - = GV GAS VALVE E - v H PL � Q u; G GAS THERE MAY BE DISCREPANCIES AND OMISSIONS. VALVE CPEP CORRUGATED w _ :+ DR-8 POLYETHYLENE PIPE 5.ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR z EST ESTIMATE UNLESS SPECIFICALLY STATED OTHERWISE. ` JB JUNCTION BOX w DR-5 -- WATER METER LF LINEAL FEET 6 CHIc TOPOGRAPHIC 2MIN HILL , FEATURES SHOWN WERE PLOTTED > LT LEFF FROM MARCH 1997 FIELD SURVEY INFORMATION BY z MH MANHOLE O t - CATCH BASIN TYPE I N OR N. NORTH, NORTHING 7.HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS TO PIPELINES =i i I NE NORTHEAST - ---._._- ---- — —`--- ?; — n f ,NGVD NATIONAL GEODETIC , MANHOLES, AND OTHER FACILITIES, ARE TO ,RIP RAP OR QUARRY SPACES VERTICAL DATUM v DR—B : I, THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY _ NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED NTS NOT TO SCALE HORIZONTALLY. - -__ - RT RIGHT NE LOTH ST —41 c 7, - J CONTOUR S SOUTH 8.OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND ..._ __ ._____ __ _ _ _ _ 5 L SAN ARY LINES T ARE SHOWN ARE LOCATED BY SS SIDE SANITARY TSEWER ER EXTENT OAF HAZARDS ORIMPACTS OROWER CONSTRUCTION ACTIVITIES e SD STORM GRAIN OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE --- -- _ _ i -_ SSS SANITARY POLE DR TOWER TO POLE OR TOWER. DETERMINE THE — T •� SSMH SANITARY CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, _ — -DR-] - 'L III I- FENCE LINE i, SEWER MANHOLE TELEPHONE, CABLE T/ AND OTHER LINES IN ALL AREAS, AND I. I ll NOTE:TING PIPING AND D SITE FEATURES ARE SHOWN SW TELEPHONE UTILITY WHATEVEEST LAW AND R DETE MIN ANTIONS. PRIOR ODE OEXIEDNTTLOF HAZARDS MEET WAND - ( IITH Wig LIGHT-LINED AND/OR SCREENED AND ARE NOTED - AS EXISTING. NEW PIPING AND SITE FEATURES MEASURES THAT ARE SHOWN HEAVY-LINED. W WEST MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND WV WATER VALVE TO AVOID DISRUPTION OF SERVICE. W WATER 9 MANHOLES AND DRAWINGS SYMBOUCALLY.RCONSTRUCT MANHOLES AND ES ARE SHOWN ON PLAN NOTHER FILE SITE MAP - STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. SCALE: 1"=100' SECTION AND DETAIL 10.RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE DESIGNATORS ORIGINAL PLANS STAMPED BY: APPROXIMATE ONLY. WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 11.ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING SECTION (LETTER) OR ON DRAWING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED DETAIL (NUMBER) WHERE SECTION OR Reid OR TO BE ABANDONED). DESIGNATION DETAIL IS TAKEN: RECOMMENDED SHEET NUMBER r_� SHEET NUMBER 3 = 12.THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT FOR APPROVAL WHERE SHOWN OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. AS (REPLACED M-2By RONIELAL CAREYSTRA 5/228/3 WITH A LINE ON DRAWING t3.CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY RONAlO siRAlcA 5/ae/o3 IF TAKEEry N AND WHERE SECTION OR ,tg� i` ` IN ACCORDANCE WITH SECTION 1-07.16 OF THE WSDOT STANDARD SHOWN ON DETAIL IS SHOWN: SPECIFICATIONS. SAME SHEET) SHEET NUMBERS) 0NA "`�' "' ,} CITY OF N.E.1Oth STREET/ANACORTES AVE.N.E. MAY z0o3 WHERE TAKEN R.C"U- REN TON DETENTION POND AND STORM SYSTEM CH2M H t LL _J p P"zgppMs aNM IMPROVEMENT PROJECT , ��� Planning/Building/Public w«w Dept OVERALL SITE PLANAND �G-2 X-#0-a7-vaAf NO. REVISION BY oAT> APPR r.Pan" ®` LEGEND 1 2 2 6 6 2 ism , r tt s5; N ' - - n� N N 5 VJ ? n d a MIDDLE OF CMP PIPES REMOVED. 7 r an _. a r I 6; EXCAV AND REMAINING PIPES m m a a a FILLED WITH CDF d - a -Z w =N �mnn O YQ x I N nm>zi om QO_ !D� -a oo _ I --- pm m D-Q �,' UZ IN � =�� z n 17 m� o y y� ..J-.,; UEMS M ~ Ao_ S I n h _ GB.42 1850 - _- 1 t5"A11550 _ T z J-- \\ t I w w a _ a _ f - - �- < - _� COMMERCIAL WHITMAN CT NE �k3 a n: n — -- = I BUILDING n �'� 1% - BUILDING �3w I I� PLAN WHITMAN CT STATIONING BASED ON ROW CENTERLINE ON PLANS. SCALE: 1"=20' CENTERLINE ALIGNMENT CHANGES ABOUT STA 3+40 " .....__ ..._...._. ..._.._._._... .....__....... .._.........._. ......._...... __...................... ....__.... . .._._ ..........__.__....... ....... _ .__........ ....._.._ ............... ._....__._.. ........._. ............ .........._ ........_. .......... ........___. ...._.._. ._.._.. _. _ _.. -__.. ..._.._.. ._._._ - ._.__ - Dr2 o612 _ ..405.. _ C13-4O TYPE II 54" CB741 TYPE II 54` _... .. ..__ .. ............. 405....... STA IT 80 6.7'R STA 8+50,-6 9'R SOLID LOCKING L6 SOLD LOCKING UD RIM IT 94.76 RIM EL= 08 39¢91 30"S IE-3 0 38&91 EX 18'S IE= .27 389.Ofi I 400� .._EX.18"N IE_389. .38&91 ......:�. .._.E.. ........ 30'NIE= B ..3&9A6 .... ' .. .. ... .. .... ...... .... - �..1..__.. ..__....._<4Q....... I. ;.. ELEC CONDUIT TO r- EX 15"STORM o EX 15 STORM II 390.._. ... ... .AI ..._ ... .. .. _�..� _ ..__ ..... .. ... . .. ... . .. .. ... 90 � ..L---------- ------ 4' ---- 'EX 18 STORM EX 18 STORM v .. - - - - CMP ARCH PIPES REMCVE EX CB J REMOVE EX CB :OWEST NOTED MAJOR PHONE DUCT !REMOVE SIPHON :ABOUT 30' SOUTH OF CB-41,36"DOWN [2-1Y CIS CUT, RE:MUVE - ABANDONED CULVERTS - :..... 380.._.. ....i_. L.. . ..EST,31:z50"..CMP..ARCH ..J.. .... ._... 380 ...:. 30 LF 30'CPEP POURED CDF IN PIPES AND EXCAV [ - 10+00 9+00 ®0.17% 8+00 7+00 6+00 5+00 PROFILE PROFILE ALONG ROW CENTERLINE SCALE: 1"=20 HORIZ SOME PIPE LENGTHS MAY BE DISTORTED RECOMMENDED 1 =5' VERT ,�,�� FOR APPROVAL " BY DANIEL CAREY 5/28/3 AS-BUILTBY R pIIIZ)E1ff[E3 M/1l�Ll IIIII CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 -� REN TON DETENTION POND AND STORM SYSTEM _ IMPROVEMENT PROJECT A8-BUILT MM AND NOTES ADDED BY CEI`;OF RENT0N mill-74 � [)ALUM- W CDR-1 Planning/BuB�rg/Public Works D . STORM SYSTEM-WHITMAN CT NO. REVISION EfY DATE APPR 3 '17 SCANNED OCT O$�Lm¢ IDI-121216161 3 LEGEND N „fin - "- • CONTROL POINT EMERGENCY PREEMPTION p STORM/SANITARY MANHOLE - DETECTOR ELECTRICAL VAULT ❑ CATCH BASIN 2y-Y N x WATER VALVE - `-'7�-( LIGHT POLE TELEPHONE PEDESTAL � '�� ® WATER METER STREET CENTERLINE o >� 'm GAS METER -- CREEK/DITCH CENTERLINE Cr FIRE HYDRANT 0 Q _ I � I % i \ \�' LAM _ AREA % : W s _ Z BUILDING COIAMERCIAL --___ -- SUNSET BLVD. - SST•^._ � _ r I a I 0 ASPWYT f .. PARKING AREA I _ HONEY DEW CREEK REALIGNMENT ( I l a j I`rwdiis� .___-___. �s 3EE CRY FILE TEDPE 499 O CMP ARCH PIS wo F. � 1 �C r c"'i,a-uan jI d AV. a A PARKING _ n5 i SPARKING" AREA ® REFAIL AREA BUILDING - I CDMMERCIAL I, - - PARK NT PARKING AREA RETAIL r -- - -- - - - -- BUILDING ,I SUNSET AUTO CENTER _ i I SURVEY C❑NTR❑L I:, ___._.- _ -—_-.—_ ,. SEE CITY FILE R-1958 NAD 1983/91 NAVD 1988 HORIZONTAL: POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 128 186549.58 1311392.17 395.20 H/TK INSIDE TRAALT SIGNAL BOX PLAN /� S_BUILT 128 186549.58 1311392.17 395.20 PK NAIL IN ASPHALT PARKING AREA S{;ALE: 1'=30' �"'1 VERTICAL SAS NOTED " _ .� N.E_1 Oth STREET/ANACORTES AVE_N.E. CITY OF MAY 1997 BM ELEV = 415.95 FT CL MON 12TH & UNION DETENTION POND AND STORM SYSTEM PROJECT TBM ELEV = 397.65 FT NW BOLT LIGHT POLE NEXT TO CONTROL PT. #127 'i RENTON _ REFERENCE PUN FROM GNYM-H!L ADDED BY GRY OF RETI °wc -1 DATUM- Planning/Building/Publicv SUPPLEMENTAL SURVEY �A�v Works Dept. � G-3 Ad Jed ?s66 NO. REVISION aY DATEMA.PPR — CMPA ENTRANCE TO HONEY CREEK —18,17 SCAI OCT 0 2Eo¢ _ m T �Z— . s cm CV z w w pn: �O^ o m m o z wwwW o00 ^gym g �S Ski d > __. z p mN _. AP F&ox•_ounon __ /��S(-�e� ,�p�' - N -�V 4•W CUT MO CAPPED . UNMARKED CONDUITS .._ .. __ _ __ .- COtC K AT I _ 1\ �UN6�lSEPVICED CB { I dW1 T 42 ' G rE E NOT f-WND I - o ~ g n_ - -- -- _ . o-m _ fn i \ I - _ TL IYN.a / OL 906 N - -. - -, .'" '- - - ----- � _ a 4 k3 y,1 n. mewl j WHI CT NE f�- — � � N gwi =w - Try I i -— -- — __ — -- - c:rm .gyp,-<}I M/�i _. ,i _ ,I I u Z u01 p 3z J I. J z � III 00 it is .. �w m PLAN II j SCALE: 1=20 LJJ C8-436 TYPE 1 CB-43 —CB-43A TYPE 1 - STA 3+34,16.91 ,w, RIM EL— -.32 410.46 FIND _...... RIM EL61 41086 12"._F IE=40. 405 12 W I40 406.0 .96 Il CB�43 TYPE—II 54 -1 .. .'410 _ ;CBa1 CB-50 TYPE-11 48" _. .. .... .__.CB-5OA TYPE 1 I � f STA 3+31, 4.4"11 [ SEE SHEET DR-3 STA 0+430 6-5'R STA 0+27, 7.6'R SOLID LOCKING JD D rFOR ALL INFO SOUD LOCKING LID RIM EL= .3: 414.39 - RIM_EL OS 41085 ` = RIM EL=4. 5 414.59 :._. ...:... ..:... -...:.... __ ... ..'405 RIM EL a1181 12"N IE=41 . 0 410.09 CB-42 TYPE=11 54' 30"-S lE' :38 400.50-' ..' .... ," .... . .... "�30'i4-if 9. 0 40t;fi1 _. ._ EX 18"S IE- 3 40249 .. ......... __..... _. STA 4+68,532 30"EN IE= .38 400.50 _,! IEX 18"S IE=40. 3 401.91 .._EX..18".N.7E=02.3 402.49 IY:E IE-405. 0 40.90 20 LF 12'CPEP 4➢1 1Q LF 12"CPEP 0 11.6% 12"S IE=409. 40879 SOUD LOCKING LID - I RIM EL= .3 405.41 12 W IE=405. 40490 j415 ..... ............ .............. .....s_. .. ..30...S.IE= 920 398:73.. ..... .. _ .. .. _ _...... ... ..... .... ..... _ __....... ....__... ......... 41 _... .:... .. ... X 18"N IE 399. 398.71 1 T I _...,r� aoTNa-m -r - - E c -41 :.... .......:... ..:.... ........ ...:... ...N�,JT,FOUND .:... .:.. :._ ' ..- - .. .. .. UNMARKED CONDUITS / - - ;.. .... ....... ............. ............ ....... cns < ! - 12 CP TQ 1 POWER TeL i _ -445 3... 405 _ I II DDIr _ - - - - ---------- -------- ---- ----- - -- R -- 400 I- ,-- - - _ EX 18 STORM lI -1 - - ---'- :-----r- : REMOVE EX`SD REMOVE EX CB CONNECT Q EX SD I --T-� 3 'REMOVE EX:SD I I - USED PRECAST BASE AND _ 400 --_-------- 7 - I - :SADDLED EX SD - ..._. 137 LF 30'CPEP ®u.o'Z 1.31% 129 LF 30":CPEP 0 0.87R 5+00 CB-42 RELOCATED:5'SOUTH 4+00 - 3+00 : 2+00 - 1+00 04-00 TO AVOID SUSPECTED _ SEWER.LOCATION - - _. _._. ........ ................ ...._.... .__......_ ...... ...._!._ ..... _....... ............ PROFILE RECOMMENDED FOR APPROVAL SCALE: 1"=20' ERT DANIEL CAREY 5/28/3 ® By 1"=5' VERT / S B U.LT of LLa sixvr�oc�s/mlao BY Ic op- 1 -20 ®° A CITY OF N.E.1Orth STREET/ANACORTES AVE.N.E. MAY 2003 REN TON DETENTION POND AND STORM SYSTEM _ IMPROVEMENT PROJECT I AS-BUILT INFO AND NOTES ADDED BY CITY OF R04TON owe 7 20 W Planning/Building/Public Works Dept STORM SYSTEM-WHITMAN CT NE �DR—Z 9 S'M .": -2d v NO. REVISION BY DATE MPR O 4�17 SC-01RED-0GT-Q$ 2-,66,a D-2 2 6 6 0 4 CD SEE DR-2 WATER VALVE INFORMATION N I m N cli m - RIMs413AB - N m�nry CB-1B --..}}nn�'E LIE 402.33 RIM=911.55 ., CB-2B 3OYI IE 0238 - 12'S IE-406.25 PoMna13.3} 12"N IE 818 •' C8-3 GB'',C _ .. :_ _ __-1 V5 IE-408.13 _ _. _ j Nj E 1 1 T H S T 30'E IE=Q2_89 12'S IE 408 23 RIM=416.09 _ 30'W IE-402.89 �? _ (I 21+00 / 12 oA, CB 2 A-LINE is+oo - I 20+ 18+00 CB/3 4 DEWALK CB x RAMP(4) \ C. 11.D N E 1 1 T H S T ---- -- -� - - - - T---- - - T � �w IV NW iE=405.80 CB-2A - _. _._ -_- E 111H v _ 12'N IE=405.60 RIM=413.4T .- __- '.':I.: -- 12'S IE-408.32 CB-a `�V �B_1 a's Ic-an.zs w'sellesma.n ` t.SENSE MOTES 1 THROUGH PoM=411811 .. 30"W IE-4WAD ,(G i 3W-E IE-401.61 -_... .�_.__ '- ,\ 10 ON DR-4. JO'N IE-401.61 z 185 IE-181 L_._ - 2.CONTRACTOR TO PROTECT 12'SE E 495..91 _ _ -v I - - G 6 AND 4 WATER E -- - _ EXISTING . MAIN. 3.RESTORE EXISTING MONUMENT AS REQUIRED. I C ABANDON EXISTING UTILITY 07RELOCATE EXISTING SIDE SEWER IF CONFLICTING 4.PROTECT EXISTING LANDSCAPING SEE DR-2 PLAN 02 AND ROCK WALL AND REPLACE REMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAIL IF DISTURBED. CB#1D,TYPE 1L C8#lC, TYPE 1L SCr1E: 1"=20' A 22+24.5, 17.8' LT A 22+18.7. 23.9' RT @CONNECT TO DRAIN STRUCTURE DD-1 RIM EL=411.40 RIM EL=411.38 @PLUG EXISTING STORM SEWER PIPE ®REMOVE EXISTING SIDEWALKS AND CURB AND 12" N INV=406.70GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. .. .._.,.12^SE INV=4.0.6.18 ....._. .. ._... .. ..._..., L zc _ ......... _...... ...... . ... ... _. .G.... E S_... .. _ 415 EXISTING 12 .._.. .. ...... ........_... ._._... S INV 4U618 : 4151 _ _ !� EM AND RE UTILITY S ED . 12 c GROUND- 2.c : : _ R P 14 LF 12'6PEP SEE E STD 6 R OVE LOCATE LTY Q9 REPLACE CURB AND SIDEWALK AS NEED 5 NTON LAN$. r - ® 035% 16 LF72 CPEP : 410 C _As-suaT NOTE ................ .. . ._ .__..........__...._.. ._.._.._. ....._. �� SIDESEWER9 WERE OLD 4'CONC SECTIONS ° THAT FELL APART ACROSS TRENCH REPAIRED WITH NEW PVC TO SPAN TRENCH 405 405 - __-.- __. .. -... .__._.. ....._._. .___..... .85t..cr B k�..+e.HDr<rst...... 3...TYPE 2 54 CB 4 TYPE 2 54'.. BVr 43' 12"CPE _ - CB TYPE 1 O B 28 TYPE 1 PYC s<af1°e H-A 5<xlcl. A617+66,:1.5' RT A 16+87, 1.0' RT 1.20% 35 '• ''' ' 1 A 19+86, 14.2 LT A 19+87, 1,4." RT 1'IY'oY A.01 4 PVc, I RIM EL=416.09 12"CPEP - RIM EL-415.86 RIM EL=413.47 RIM EL=413.33 - - Ieaf.tl<t ere., C.°ptf.y. 30"E INV=402.89 30'S INV=403.11 ® 0779 ! i .12"_N..INU=408,32--... _....-_.1.2"..S..INV=408.13...........' .._ _... _......... _...... .. ..... ........ .._......_ ........ ._...... -..30'_W..INV-902.89..... :..30�..... .. WIN 31 4 S INV=411.76 (EXST) - - CB 1 TYPL.2 72° 30'SD E CB 2 TYPE 2 54' EXISTING GROUND®i ROAD G A 2 1E+9 E1 ".1' LT A3 0�1 9E+8 . _ -- .-. - - RT O RIM L=4 RIM ' 1 8I 13.68 30,.E.INV 401:51 .. .. .. INV=40Z.3 .. 30" N INV=401.61 (SEE tHEET�DR 2) 30-Iff IWf 402.33 L.L.I 18"S IW 401 81 (EXST) ;12'N INV-408.13 12"W INV-407.91 (XST`� 12"S INV=408.23 d2Sc 41i0 1 12'..NW_INY 405,91... I -zfi' L.._ _._.. SS .. _.. 12"SE INV 405.41 l _..._ __.._. _. _.... ..__._.... .... 'is, 0 - `40 -45 I ... LF 30 CPEP ®0 32% 0 _. ...: .. .:.. ......:.. .........2C15 LF.30".ZPEP®D.35%-. __. -_.. ____.... _....__... .... .___ -._.. .. ...... ..... 221 LF 30`CPEP® Q.25% I .. 405 B 1A P 1 - ss PAwEo :ss REPAIRED - ss REPAmEn 6s FWMRED ss rlEPaRED - rwc awc - mwc - 10 Pvc mwc: ... ......_.. .....__.. ....._..!.. A 21+85.1 2, 15.3'..LT.. 475 -:C8 1 RIM EL=411 70 ..._,. .__... ....... .__._ ____ _.. . _... _._: __._._...: __.__. _ _._... __.._ _._..... __............ __._ CROSS SANITARY ..._ .......-... ................._......__. 2'c : 12 NW INV 405 80 C 1 1 L SEWER SEE NOTE 9 _ 121 N IEPJ=40580 A 21+92.38, 16.4• RT PROFILE ON DR-4 2 6' 31' 12' CPEP - - Red ' --- RIM Q-411.SS .. RECOMMENDED ® 1 25% - SCALE 1"-20' HORIZ .. :_. _.n .... ... 12"S INV 405.25 3' 1 =5 VERT FOR A �A` 410 - Y ORIGINAL PLANS STAMPED BY: F AS-BUILT BY I �1R A 55/28/3 2 G nr.6 WYMAN REID ADAMS ON 5/27/03 RONALD STRAKA 5 28/03 .,.N '�/gyAL E PE #39578 EXPIRES: 4/25/04 By Rnw ueuu ... 405 6'. 34 1[ CPEP N.E.i Rth STREET/ANACORTES AVE.N.E. IMAY zoos 40 ® 1 32% R CHUNG >u 1 -20 CITY OF DETENTION POND AND STORM SYSTEM -� RENTON PROJECT ��J.PRETS ,�� IMPROVEMENT PROJ �,� 30 SD 30"SD C�2M H I L L AS-BUILT INFO MID NOTES AIDED BY CITY DE RENTDN DWC 7/2G DATUM PlanniN/Suildin Public Works Dept 400 R.Ao Ms e/ P PLAN 8 PROFILE M N0. REVISION BY DATE APPR T.PLATN STORM SEWER TRUNK NE 11TH ST c 5 17 SCANNED DCT 02dtlll 1`3 D-2 2 6 6 0 S t / WATER VA'VE INFORMATION DR N !' A LINE - ANACORTES AVE NE & NE N :...- - _ N RIM_4o92] 11TH ST CONSTRUCTION ALIGNMENT RI4-4/0.14 , .� 30.5 IE-3.79 8�W INV-406.1] 'ZO U T y B"S IW=4o6.17 1 '�# - O oo STATION NORTHING FASTING a 130•N IE-403.79 o�N ( r_-7 11 k.d-, ,,ti r. .. QZ� �i NOTES: ioF �' - - �-- POB 10+00.00 185001.34 1311367.79 " < I �- - 1.SEE NOTES 1 THROUGH 10 ON DR-4. PI -18+78.99 184978.22 1312246-47_ '>s o i ICI ' I PI 18+78.99 184978.22 131'2246.47 2.CONNECT EXISTING 6"STORM PIPE D - - - - - LJJ i PI 21+19.93 184973.59 1312487.36 TO NEW CB BB WITH APPROX. 5' -{ sir es RIM-m9.2'a z I ..I PI 21+19.93 184973.59 1312487.36 I- 3s' m _ 8'N IE 466- ,�I _ POE 26+34.63 184964.57 131,3001.98 NEW 6"PVC PIPE 0 2.00% SLOPE. () CB#A - c _ . C 88 4 NAC S� 3.CONTRACTOR TO PUTHOLE & SURVEY = I --�__ �:�- - � O - _ _ - _ W '.o I - B LINE - NE 10TH ST LOCATION OF 2"GAS LINE& DETERMINE C -- -� Ts+� ��- = /-��' RTES - -- - _� I CONSTRUCTION ALIGNMENT IF THERE IS A CONFLICT IN ADVANCE OF THE CONSTRUCTION. z x ` 1 I '�-. _ -' NE -� 1 _ __ I I STATION NORTHING EASTING COORDINATE m = _ -+ C8 � sly-z - - WITH PSE GAS FOR RELOCATION OF _ 8 �'. 3 - - `.. _ 2 _ --' --- ' POB 10+00.00 184973.59 1312487.36 `9 7 a GAS LINE IN ADVANCE(SEE SPECIAL "'� , A_r,:.e� a-w_ _ �-� - - --- J - I; PC 11+43.70 185117.24 1312491 14 PROVISIONS). 0 - t -- CB� �I �6�N � CB 9 a---- - w I 851 7.241312491.14 - - ce e 1 a ?T-Op PI 11+55.25 185128.78 1312491.45 RIM 4as.es _ �Rb`�` i - _ _ A TO+00-- -- 185114.61 1:i12591.11 01 ABANDON EXISTING UTILITY 0 30'S IE-4o410 �_� ,, etnck!;'I, �� ,.�_ _ - _ -_- _ - - ;a __ _ ORTES AVE NE _ , i PT 1 1+66-70 185139.96 1312494 38 10'N IE=4D4.10 �'`y / -_ _ B 21+20 I 6 2 REMOVE EXISTING U7LITY RIM-409.32 l% i s - _1 1+00 -Y O 12'w IE-40430 _ / "'�. \ - NE 10TH ST i_{+Op Iof DOC 5T1T44.81" a E IE=4oseo \ os - A=LINE ) } ABNONo tz"s0 CB#9A � ; PT 11+66.70 185139.96 1312494..35 (I)CONNECT TO DiL11N STRUCTURE I --- _ 1 - ��= y- ----� \j PC_ ---. ' l _ 13+28.30 185296.28 1312535.35 ®PLUG EXISTING STORM SEWER PIPE - --- - s �___ _ _ - ,.___ - _ �- PC 13+41.30 185308.86 1312538.64 cn5 QS UTILITY TO BE REMOVED OR RELOACTED BY OTHERS RIM=4o9.z6 ,i. I wIt=40a2i�� _ a �_ f' 10 - s+ PI 13+41.30 118532/86 1 31243 .6 CL BOTTOM 4o5.1s 9'E�-406 a .-.� -__ __ `TI- ' b I 185321.63 1312438.61 ©REMOVE AND RELOCATE UTILITY W INV=+MIS,12'PIPE 'r cs-a� _ __ --_,.- - PT 13+54.17 185321.87 1312538.61 RIM-409.91 (2)RELOCATE EXISTING SIDE SEWER IF CONFLICTING 3WN-'•%^ 1 ( '� `®SIDEWALK 30'StE=4o4.4t _ - w to- - -----c _ PT 13+54.17 185321.87 1312538.61 i 404.41 - PoM410.L3 g_ __ m 1" "+ PC 16+49.48 185617.13 1312537.92 b L / WITH NEW STORM SEWER. SEE DETAIL 1 RAMP 8. W -Q5.0R : 30"s iE-404aa- PC 16+49.48 1856 i 7.18 1312537.92 DD 1 �`/ r '�� _ 30"N IE-40490 GASH �F� N 26 , ,, PI 16+98.06 185665.76 1312537.80 ®REMOVE EAISTING SIDEWALKS AND CURB AND __ i i 1 1 ="�� _ _ EW 3.2' H 4- h I 185617.06 1312487.92 GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A `' 1 t � o 185P°II ;„ PT 17+26.58 185667.04 1312489.23 SEE RENTON SID. PLAN F-3B. - - - < + I I DOC 88'21'26.20" Q9 REPLACE CURB AND SIDEWALKS AS NEEDED. _ P LAN V SEE R-V IT 17+26.58 185661.04 1312489.23 SEE RENTON STD PLANS. POE 24+03.66 185684.85 1311812.39 CB 86 TYPE 1 SCALE: 1"=20' A 12+92, 14.6' RT -- RIM EL=409.27 435 C TYP 1 8'S INV=406.17 CB 8C CONCRETE INLET CB 9 TYPE k 12+84, 15" LT 8'YI INV=406.17 A 12+56, 13.5' RT A 12+1Q 16' LF RIM EL=409.32 6"E INY6407.90 RIM EL=409.24 RIAYIEL=409.24 . 12"E INV=404 72 ...... _ .. _'s .... 8_N.....IN..V.=406.39 -8 E IN=406.14 _.. zR' ... 430 .410; - ...430 . _22W7 .._....... 12' 12"CPEP _.._... - - 03.50% - D CAUTION 8"IS ' .. .... ... .... .._...... ....__... _..._.__.. .......... ...... ........ __..... - .......... _ ..........._ .. 405 _...... .... ._ _.. 425 - s'Ss ;19, 8"DI u' �� 13 LF 12' 38 8"DI c ;® 1 15% CPEP 0 - 611% 8.30 CB 10 TYPE 2 54" CB 11 TYPE 2 72" Ir- r 420- -- CB#8. TYPE 2 54" - - A:10+99,55`LT SEE DR-6 420 z A 12+94, 5' LT CB-9 TYPE 2 54" RIM EL=410.13 F71 CB T TYPE 2 54' RIM EL=409.85 A 12+19, 5' LT 30"S INV=404.90 A 13+73, 2.5' RT 30' N INV=404.10 i -RIM-EL=409.91 ! 36'N INV=404.90 10•w ....RAM EL�10.14.... ...._... - .. ...._.. ..30r S..INV=404:10. ...__....... .......__...... -.30".B..;NV=404:41.... ....._..._.. :.__......_ ReTtr�amu.f�rtti° � 415 : - EXISTING GROUND 0 ROAD CL -- - ;..- 415 CDF: 30"N:INV=403.79: 8"E INN=405.80 :30" N IWzi404.41 - O 30'S INV=403.79 .. _ ....._W 8"-W I_N V4r5.0-6_ 3. trw POWER R TED ABOE AWE D SD F SDn__ __ _ ..... ... ..... 41 79 LF 30"CPEP ® OA9% In I ___..__._ O JS LF 30'CPEP 0 041% _.. 120 LF 30 CPEP 0 D407 - V_ ..... ....... ._ _. _.Q -....... 40 .....__ 99 LF 30"CPEP®039% 5 RELOCATE 6"W . - ____ _...... I ._,...... .... .. 406 SEE DETAIL I 400 SD CROSS SANITARY :DD-2 - rnE ILE v1so RELOCATE�10'W a ,i SEWER, SEE NOTE: - - SEE DETAIL .. ............_._ ...._......_. ....._...... .............. ............._. __......__ .............._. ....... ......._ ............... � Rep,b PROFILE DD SCALE: 1"=20' HORIZ RECOMMENDED FOR APPROVAL Ly ORIGINAL PLANS STAMPED BY VERT: .+9;6 WYMAN REID ADAMS ON 5/27/03 J AS-BUILT BY DANIEL CAREY 5 28�� RONALD SIRAKA 5 28 �iolul � PE #39578 EXPIRES: 4/25/04 BY gpB-MAHbL_- mg CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 a.cNUNc RENTON DETENTION POND AND STORM SYSTEM C H 2 M H I L L J PRE F1A111M IMPROVEMENT PROJECT AS-BULT eao AND NO7E5 ADDED BY CITY OF REN1c« OGC /20 p,ADAMS ���e, Planning/Building/Public Wcnm Dept. PLAN&PROFILE CDR-5 W - i -1 3 NO. REVISION BY DATE APPR T.PUTIN wce�v STORM SEWER TRUNK ANACORTES AVE NE 7-'17 SCA14RED-OCT-"-20" D-2aag 17 CID SEE DR-5 co E N z N NCe-13 WATER'YAL INFORMATION d. ODD VALVE REMOVED ,ew IE-405.80 -::.e. i �'.:, - .- N CB.12 18'E IE=405.80 EXST ROOF 4Og DRAIN _ RIM .86 12'N IE-4D6.t D - - [= / LOC ARP% 12.'w IE=/06.,9 9-S IE=406.70 - I. li NE 1 OTH ST 52 2"S IEM 6.16 w ' 1 I II , RIM 410 - - I t a-E IE-616 6 NEW TEE 2 1 / ■■■NNNI -N IE�40626 A RELOCATED �06.67 - \ % 2'S;E B 12-SN IE .RAT / 1 E RELOCATE°ABM •+,w r YARD DRMN A8 SO SEE - / I m kL 1 , CB 12 , is-,r C� C- 1 -- 1 �, �. pf iG �C81,8 38 _ - _ ._- .__ - - - I ABNDNO 12'SD _ -A�NDND 12-SD- -, T_ _ _ _, __ - �{- • CB-13 cns w 8- - I Y -- - w _ _ lu1r y rw Carm I - ._. _ -,~ _ _�• _3S'_ i - sDiic 8 15 -6As'�i Y / '11 :'�'t / P/mlms _..._-- _- - '--- C 11 CB/16 I/ R IgwN LE� r�gx+D '190 B LINE + ZOfOD - -- - -- --- _ ss - -f lRa>s - z. ------ -+:- _.. _ -------- C6 4 "22f00 1-$-LINE- 23+00 --2B - -- 7- ,z LINE t'---- -- - 7 �- Y -- .,.. _ - e TIN€ _ - _ C 17A CB T9-EX 6U v - --- - / ao'io°rvc I 1\ - -- ------ --'-f r _ 24+0 P _ - _ - - - - - - B � 1 Ca-15 10M=E'Ex POWER �� � CB 13B - -- ��--�__ - __ �-,•_- �-- + ____\yam - _ _- _ -- _- I'41 --1.6' 18-NE IE=4O5.36 y �CB-1] RIM-409.94 #� \!- _ -_� ..' r _Z2 T7A1� 2'E'IE 409.�8 r RIM419.8t ; IE=�94 ._.. ____ --_ --_ _ _-- - --- ._ELECT t8' W IE=405.,6 -� IE=4O943 / f2'E IE�410.41 CONgAf _. �` tr E 1E=4Da.26 12 NE.(E=�t]S] R-4,0.81 a .m- 12-NW IE-/0936 / f� _-. - _ 2.L a5W EM1097 ,..E f/ / CONTROL-y+-�' t_,.. ..y;--.- --"� __ _t- --. -/ \ b" f "12-SE IE=415.B1 N E LOTH ST :'RIM=l,D.]4 ,, ` _ ! 5/I .D9 STA 3+00 -'' £ �l w,N IE-405.29 ` CM3HET __.. .. SEE DR-7 ANACORTES CT) 18'w IE-405 29 SUMH RBA=415.99 /l - 18-E IE=40528 1 ,tI .V`•/ - ' II I.E.411.1]12"CMP S -'�• L NE 4' 13 CB-14 TOP q,./H20 SFP.=411 64I I RIM E IE _ __ I BOTTOM=107.24 2 CONDUfIS ON _ - . NQ� rlV ,2-NE IE-405.54 i I� 19'E IE=/05.24 : ,2-CMP IE=411.11 I II _ 1 ,8-W IE-40524 -- I NORTH WE I ! _ ___ 1.SEE NOTES 1 THROUGH 10 ON DR-4. ! "" MARTIN LUTHER KING.JUNIOR e m 2.REMOVE STOP SIGN, PROVIDE TEMPORARY DABANDON EXISTING UTILITY t�7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING 21 LF 8" 16 LF 12" SIGN AND REPLACE AFTER CONSTRUCTION. PLAN DIP W 6.61% DIP 0 3.56% SCALE: 1'=20• C2�RE?tOVE EXISTING UDM WITH NEW STORM SEWER. SEE DETAIL m 3.PLACE 2'X2'X4"STYRENE FOAM BETW�LN QCONNECT TO DRAIN STRUCTURE DD-1 B 19+07, 18' LT SEWER LINE NEAR THE BOTTOM OF MH 7. 8 REMOVE EXISTING SIDEWALKS AND CURB AND __._..CB 9138,TYPE 1 .. .. .. ... ...._. ._....... __..._ _.. ®PLUG EXISTING STORM SEWER PIPE. _ .. ......0 .M ........ B 19+13, 15.4' RT 410 � RIM EL=09.52 STYRENE FOAM SHALL BE-0CW 2 THH FOAM - GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. RIM EC=409:94... .. ... F" .........12'..S.INV=06,67 ..... H5-45 09-APPROVED EQUAL... .... .,... - ...Q.UTILITY.TII BE REMOVED OR RELOACTED BY OTHERS SEE-RENTON..STD..PIMI.F-..36: .-.:... 435 g"N IE=08.09 ' ! Ex,2"sD 4 LT ©REMOVE AKC RELOCATE UTILITY 09 REPLACE CURB AND SIDEWALKS AS NEEDED. 4.CONTRACTOR TO POTHOLE EXIST ROOF ; REMovEO _ - DRAIN PIPE&LOCATE IF FOUND,CONNECT RIM 1EL441052 _ SEE EE RENTON STD PLANS.; - Ek.IST PIPE TO CB 15A&-ADJUST LOCATION - 10 REM - 7 SEE DD-1 # [410 fff 12INN _t42 .._..:..._. :_._. _. ..... .,.... .... ......:..... ....... .....OF ACCORDINGLY: IF.NOT..FOUND:..Dak.E. .,_. OF.1N .. .. .. ... ... ...__._._.. CB 15A AND PIPE. ...r..,:./'' - - CB 12 TYPE 2 48" `-.� -'"- E ' 24 LF t 2"_ Sc yI{ P B 18+76, 10' LT - - 5 PROTECT EXISTING LANDSCAPING ANE REPLACE CPEP®0.423 Ei UN :RIM EL=09;86 IF-DISTURBED. i12"..WiNV=406:19 EXS ..... - _.. .._. _.. -. .. ..... ._. .__. ._-_ : - _.405 0 .- .. CB 15A=TYPE 1 C8 15 TYPE 2 48" CB 16 TYPE 2 54' _._ CB 17,TYPE 2 48" _.._.... 425 ( 6.RESTORE EXISTING MONUMENT AS REQUIRED. L SEE SHEET 9 SEE SHEET 9 SEE SHEET 9 :12' S INV=406.16 _ _ _ ,18'SE INV-406.1E [ [ I aV E _ _ 0.4(IX} . 12" N INV=406.26 EXST 121E N 40967 I&W E-05.36 12' IE 409.43 12'W IE-411.61 T I I .f6 'W ( , C8 11 TYPE 2 72' CB: 14 TYPE? 48 4"N INV=09 72 12"NW IE=409.36 12'NE TIE 407.97 12"N IE=410.81 - _:..._ -.._. .. _ ..... :...... ....:...... .. .. :_._ ...... ._. .. ........... .... - .......-.-... _ _ _... B 20+95 3.1' LT 420 CB 13 TYPE 2 48' _ : ' ' B 21+31, 3.5';LT -� F I _ -- - 420 RIM FL 41074 d RIM EL=411.09: - - B 19t02, 4.3' LT - RIM EL=410.10 - 130"N INV=40529 e � iED 18?E INV=40524 ac; 18'W;INV=405 80 18"W INV=405 29 TRENCH LLEo.. _ suollc - ___.:...... ..._...:..... _.......:..._.... ...: :... .. :.._.. :..... ... :.7 g....E..INV=-0115:29CDP 12'N INV=0524 .. - .. _ _ ..._.. 1S"E INV-05.80: :... 415 6w RELOCATES 12"N:INV=406.10 AswE s0 - _ :soT E;T ,,. - - - V:l ST 11_ t. :- :.... 8 S IE=406.70� ': :,, EXISTING GROUND®KOAD� r � � m 1 _ - Q 111 - --- 410... .... I --j. _ Ff O O4ER. .:L. '410.. IXST 12" Dtrcdl.n PIPE 407.7t - _ ..- - - r 465 aos :28 LF 18'DI - 194 LF 18'CPE -- _ 178 LF 38'CPEP 82 LF:'12'CPE ® 1.28% --- 35 LF 18'CID 36 LF 12" CPEP 1&LF 12`.CPE 0.26% ®0.142: ®0.24% ®0.86% ® 11 J% [ ® 2.96% 400 RELOCATE EXIST ---- ... .. .400... 6 W SEE DETAIL - 8DETAIL. - - RELOCATE EXIST W SEE an ..... _...... /'�......_. .___ DD-2 _ . 1Leid PROFILE ORIGINAL PLANS STAMPED BY: SCALE: 1"-20' HORIZ RECOMMF APPROVAL DEa 1"=5' VERT AS-BUILT WYMAN REID ADAMS ON 5/27/03By DANIEL CAREY 5/28/03 \, PE #39578 EXPIRES: 4/25/04 er poNunMsIRAKacSnz=8^o3 T:MAL E w.�/+. O CN2M MLL �` 1.=20' "�`•o ..I � CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 R.C uw �W. R RE TON DETENTION POND AND STORM SYSTEM C H 2M H I L L As BUTT-13 AND AN NOTES AOOm Br an as REHEDN C_ ]/zo PREs I TDM .9 IMPROVEMENT PROJECT ADDED CS AND 22 LF DI PIPE DWC 1 -28-03 R! a ADAMs a Planning/Building/Public Walks Dept PLAN&PROFILE CDR-6 Swp ?�-sr66 NO. RE14510N B DATE APPR T.P,.,N STORM SEWER TRUNK NE L OTH ST. SCANNED ocr0-0-2009' fir; 2'�/g D-2 2 6 6 0 8 v N T LLJ w c M U � 0 2 ' T-11 -f 4 T 8 mmom •,I ; _ '.�~ II , Imo, �� � mI� i--_— Y/� I" - -=♦- _ f I I Af�P.CORTF -I CT NEm --- - ow s ,1r 1 I � III I ,, I as my _ , , �— �ma -.•— �- .-� _------ - - -- - - -- ; I - — t � r w3a - w�i 'I i I I I PLAN ANACORTES CT NE STATIONING BASED ON ROW CENTERLINE SHOWN ON PLANS. STA.3+00 ANACORTES CT=STA 18+79 B-LINE SCALE: 1"=20' .. _.._. .... _._..._- -_.. ._.. ...._. ....___.. .... E ..... .._ ... .. .... ... .... .... C1112 CB £0 TYP If A8" SEE SHEET DR-6 : STA;1+72 FOR FULL ',fFQ { SOLID LOCKING LID j RIM EL .84 40985 RIM;EL=C9.4 40960 .. :.... :.... :..... ..... .12'5.IE 40 .406.15 .. - :IX CONIC.INLET - DUIT �f-B'-EIE-497,3� EY-B--WiE=4O35d • .:.... :_.. ... - :_. .. .12"N-IE 80-406.55 EX LET - - MAJOR PWR PSE 4 CON - 8'E IE 4O 0 406.80 I : 913 wu a-4os.2q W/4 CABLES INSIDE: TEL, TEL PWR COMCASF 8"W IE-407. .40855 EX 6'iW IEN 407}7 IX 6'E IE=40753 RELOCA-(ED ABOVE Su 1:/11/03 m ;NEW 8'E IE a18J4 40� NEW 8"W 1E=407-,,%407.41 ........ I OWEST 4'COND CABLE 415-L .:..... .E.... 2.3 -2"CABLE -._ 21 .5/8 ....41TEL � 4" - 0 GAS GAS CB'6 -2.4 GAS FN2522 .I. -1.7 . , I _ . 410 o" c° 0 EX 6 PLUGGED EX 6" EX 12-s4 _ _ TO YARD;DRAIN - _ 0 _9 0 0 .405 SS FOUND 13 LF 8'DI ®�1�3,5.196 JUST:BELOW CONNECT TO EX INLET; 13.LF 8 DI 0T8.4.7% 4001 Nam'$D CONNECT TO EX INLET _. ._.. - ...... . :..... .. ....:.... ......:__ -. ._ _ .. ... .. . ..... .. ... .... ... ... _. .. ` 137 LF 12"DI @ -9k 0.28% - 3+00 - 2+00 1+00 - PROFILE PROFILE ALONG ROW CENTERLINE �� 4 SCALE: 1"=20' HORIZ SOME PIPE LENGTHS MAY BE DISTORTED RECOMMENDED 1"=5' VERT ��s.�9 FOR APPROVAL A^ B� � L T By DANIEL CAREY 5/28/03 J- aww.0 wws srwsm er BY sawao a swva msrisNs vc psm owes l0/le/N tCITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 -' RENTON DETENTION POND AND STORM SYSTEM _ IMPROVEMENT PROJECT AS-BUILT P"AND NOTES ADM BY CITY OF RFNIOII Dwc 7/20 � DATUM Planning/BuikSng/PubBc Works De STORM SYSTEM-ANACORTES CT NE fyy ag NO. REVISION BY DATE -11, SCANNED OCT-9$-,2eler� i O r; C7 2�66 i y' D-2 2 6 6 0 9 - _ _. - N - - COATED N COATED : CHAIN LINK FENCE TYPE 1 d CHAIN LINK FENCE TYPE t t—DH ND MANHOLE COVER/ SOUTH wn ? 420 NORTH ( :EROSION CONTROL BLANKET _...._..420........... Icm OF RENTONNG BOLTS m'DRUN' (n DARD PLAN BR-04) 'PLACED ON FINAL GRADE ALL 3:1 SLOPES LDS 415.'. _.:. - .. ._ DXISTING GRDUNC ._. ....... ..4.1.5........... ._ MIN �. FINISHED - OVERFLOW ELEV-411.5STANDARD GALVANIZED ... �GP•,4DE ._..... ...... pFL_a� Cf�f:iJ9:r,.c<c.st�..le�v.c..¢ .....4t0.... TOP of RISER PIPESTEEL LADDER/STEPS . ... - ........ ... V-0"TOPSOIL, TYPE k SEE SPECIFICATIONS. EL 405 5 405 ...:.. .....:.. ..POND'BOTTOM.... ...:. .. . ...:. .. . .. :. .. ..:.... . .. .. -. - 4OS....... ... PIPE SUPPORT(SEE -- ORIFICE DIA 4 . NV ELEV.410.50 WITH NOTE 3)3"..075" CLEANOUT GATE:SHEAR GATE - ALUMINUM OR.079" B"DIAMETER MIN. STEEL (SEE CffY OF RENTON STANDARD PLAN BROS) SECTION A—A - - OURET PIPE %I.L-PIPE....:. ...:. . . ......:... .. _ COATEDCHAIN LINK FEENCE TYPE 1 : 409.5 INVERT ELEV : PER PLANS - INVERT ELEV. .. ..-.......- -. ...... ........... ......:.. ...... ...... .. . ......:...... .:... ..... ........ .... -.. .. ..... .... ..- PER PLAN - ...:. I .: ...: ..:..- ... EAST MODULAR BLOCKS i 4201 .._.__.COLTER ....:.. - ......:... -. EXISTING CHAIN LINK FENCE TYPE 1 GRlXINO I RESTwcroR PLATE 54"0 -: - WITH ORIFICE DA=1.5" ' POND WATER SURFACE ELEVATIONS - 41s WEST SECTION A—A E r MERGEN�OVE LOW WS EL 412 4mle. - g USflC EL 4135}EMERGENCY SPILLWAY EL 41 .2 412.3 cl J 1 0"TOPSOIL, POND BOTTOM {- OVERFLOW- WS EL 4 1.9'-412.1 TYPE A. SEE E 5 5 � REMOVABLE DESIGN - WS EL 1 15. 411.- 4 0: 1 3 - SPECIFICATIONS. i ti COU urn 12'WIDE BERM E.. r L.40 AND ACCESS ROAD. ` 1 REN9FD,Orc A r `( 7 1 A. SEE DETAIL - FINISHED GRADE _ - r 405 '� . :..... .:.. .. .POND BOTTOM Y PLATE wAS ' SECTION C C NN -- SPECIFIED ELBOW DETAIL TOP OF SECTION . B—D 16-0" SPILLWAY PLAN VIEW PROFILE EL 413.51 1F3 TOP OF SPILLWAY III I it III- EL-+2-2-412.3 CB #19 FLOW CONTROL STRUCTURE r1 SCALE: 1"=20' HORIZ �11 1"=5' VERT SCALE: NTS SEE RENTONSTD DETAIL BR-04 XX FOR PERMANN.GEO FOR NOTES AND OTHER DETAILS SEE FOR PERMANENT E - - - ENLARGEMENT CONTROL(CLASS A 3" THICK ACP BELOW 1z' wIDE Mnx ELEVATION cL- B 4"66,8 EXISTING GROUND NOTE: SURFACE TOP OF BERM 13'-0" 1.CONTRACTOR TO PREVENT RIP RAP ALT EL 413.74 2% _ -- EL 413.5 (BEYOND) SURFACE i _ EL 413.5 FINISHED V-0" TOPSOIL :. — — TOP OF SPILLWAY EL 1'—O" / Y c _ PAVEMENT,AND PREPARE A SMOOTH . — _- 412.3ON WHICH TO PLACE THE ASPHALT- / 4" CSBC -- — ESTIMATED DEPTH RARE - --_ - -- -- -- _�.. PREPARED 3" ACP CL.B ./i/ OF ORGANIC LAYER SEE NOTE 1 i t \,\. L1= -" SUBGRADE_ _ — __ __ - -- FINISHED '411 7 GRADE _� -�_ 3 III-1111 —I I FINISHED GRADE 1 48"0 J� EXISTING PLACE POND V—g" II PLACE POND 1= 2'-3't EXCAVATE POND BOTTOM EXISTING GROUND EMBANKMENT .•? B"MIN AS REQUIRED EMBANKMENT ORGANIC LAYER — - — SURFACE FILL PREPARED �. 4'-O" GROUND FILL. SEE (DEPTH AS REQUIRED lIIL= IIIL __ _ SUB GRADE «'- i'-6" SURFACE EMBANKMENT SPECIFICATIONS. BY ENGINEER) - -- --- - -- --- --- - -- -- --- _ °• 19 -- - COMPACTION CO COMPACTED POND B070V IL CB #20 OVERFLOW STRUCTURE r i CONSTRUCTION GEOTEXTILE DEPTH — — RIP RAP FOR/ 2%`Y Illy Ill_ CONTROLLMHI HIGH SUR IV BILILTY SCALE: NTS SEE FOR NOTESNANDD OTHER DETAILS XX r BERM AND ACCESS TOP OF 1�;. p µBM (CLASS C) BERM SECTION RECOMMENDED ROAD DETAIL 3 FOR APPROVAL ORIGINAL PLANS STAMPED BY: EMERGENCY OVERFLOW SPILLWAY �1 BY Ra�MIAELLDC RMA55 8/003 SCALE: NTS XX -� P P SCALE: NTS XX / S-B U I L T g$, WYMAN REID ADAMS ON 5/27/03 � CONSTRUCTION �iF+ E �'39578 EXPIRES: 4/25/04 By — GEOTEXTILE FOR PERMANENT "'als cHZM HILL ,�®, ., N.E.10th STREET/ANACORTES AVE.N-E. MAY 2003 EROSION CONTROL AS srJowN CITY OF DETENTION POND AND STORM SYSTEM _ "P'_ RENTON (HIGH SURVIVABILITY, CLASS C) _ I AS-BUILT RFD AND NOTES ADOm BY qTY OF RENTON OWC 7 � R AaAM DN1vM IMPROVEMENT PROJECT LOG , REVLSE MODULAR BLogc WALL DETAA_BY CITr'OF AENfON DND ,0/3/03 R.AMMS � Planning/Building/Public wOTxa�Pt- DETENTION POND CROSS SECTIONS CDR-9 S«P-r)•rs66 LL NO. REVISION BY DATE APPR r�nN ���* AND DETAILS n n SCANNED OCT 08 2ft -- "r _2;.66 D-2 2 6 6 1 1 rwy CD NOTES co 1.PRESERVE AND PROTECT VEGETATION NOT INDICATED FOR REMOVAL. 10,ON POND SIDE SLOPES, APPLY MEADOW SEED & FERTILIZE PRIOR To Plant Materials List N 2.CULTIVATE SOIL IN CLEARED AND GRADED AREAS TO A MINIMUM DEPTH INSTALLING EROSION CONTROL BLANKET. -._ --L - - - n OF 12 II CHES BY HARROWING, SCARIFYING, DISKING, OR OTHER 11.IRRIGATION SHALL BE PROVIDED BY CONTRACT - SYMB''OL COMMON NAME � - SCIENTIFIC_NAME _._TYPE MATERIAL QUANTITY CV bR F R-ONE YEAR TO WESTERN RED CEDAR THUJA PLICATA TREE 4-5',CONTAINER Y, 10 3.OWNER'S ENGINEER SHALL APPROVE FINISH GRADES BEFORE ESTABLISH THE VEGETATION. - LANDSCAPING. - 4.HYDROSEED GRADED AREAS WITH MEADOW SEED MIX BEFORE INSTALLING I LEYLAND CYPRESS ICUPRESSOCYAARIS LEYLAND2 TREE 2'CAL.BB 7 U) PLANT MATERIALS. L0• ... .: _. - _.. _.._ -_. :_ .. _ - 5.OWNER'S BIOLOGIST SHALL INSPECT PLANT MATERIALS UPON DELIVERY. ' DOUGLAS-FIR �PSEUDOTSUGA MENZIES2 TREE 45',CONTAINER 6.INSTALL PLANT MATERIALS AS SHOWN ON DRAWINGS. LAYOUT OF TREES 5 O �( 6 AND SHRUBS SHALL BE APPROVED IN FIELD BY OWNER'S BIOLOGIST -- - II_ - - - - -- -- ------ ---- - - PRIOR TO INSTALLATION. 7.INSTALL 3-INCI- .'.EP, 3-FOOT DIAMTER RING OF BARK MULCH AROUND (: MOCK ORANGE PHICADELPHUS LEWIS2 TREE 3'CAL BB 7 ALL PLANTED -,REES AND SHRUBS. I - -___.-_._. _. __._. E &LANDSCAPING SHALL BE IN ACOROANCE WITH SECTION 8-02 ROADSIDE I OO OREGON ASH FRAXINUS LATIFOLIA TREE 3 GAL.CONTAINER 11 PLANTING 9.REMOVE ALL BLACKBERRIES IN THE WETLANDS BUFFER AREA BY '.RED OSIER DOGWOOD CORNUS SERICEA VAR.SERICIA SHRUB 5GAL CONTAINER 5 CLEARING AWAY THE PLANT MATERIAL AND THEN DIRECTED THE SOILS �� -a�Z Fr-III.. Tc^I'0 EXCAVATING BELOW AN ADDITIONAL 1'-0" OR DEEPER AS DIRECTED B`THE 4 0 ENGINEER) TO REMOVE ALL BLACKBERRY ROOTS. �O� ED iCAMELJJA 'CAMELLIA JAPONICA SHRUB 14-5 CONTAINERBB �9 18 EXCAVATED AREAS WITH NATIVE, CLEAN TOPSOIL T0'R12E GONSTT2U I _- J - _._ - : _._._ __ :.. _ _ - . ELEVATIONS. -� COATED CHAIN �I';i LINK FENCEOOP) �l/y' W O (EVERGREEN CLEMATIS iCLEMATIS ARMAND2 VINE 2GAL.CONTAINER 9 NOTES: BB:BALLED&BURLAPED Total 71 j r PROPERa LIFEQ3 -. Meadow Seed Mix f' ' — - \ �� � �' - COMMON NAME SCIENTIFIC NAME PLS (per }----v 1 — --an� � � S� - IiDWARF PERENNIAL RYE,BARCLAY OR PR8820 �LOL --------- - 4 .__.. '' IUM PERENNE VAR.BARCLAY OR PR8820 - -- _ _ (Q(ir • ..- ���/ %.�, ( .-- ,�% _�__ sw__ -- � �� `. - � .�� 'V'r- _ � EUREKA HARD FESCUE IFESTUCAOVINA DURIUSCULA EUREKA' 8.8 acre).. - ... _._ _ _ ----- .�,-c :RED FESCUE IfESTUCA RUBRA 5.9 d�-.'���/•fir � �> y���-�. _r ""----==-c- ---=`.��„"`. __" `� �... �._•.� I _ -.- � :COLONIAL BENTGRASS AGROSTIS TENUIS 0-6__- ./. ',r-.• _.� �- i-_air___-__-_-_� _-___ --__- __- _. .DWARF YARROW _ ACHILLEA MILLEFOLIUM 0.6- r 'F,I [i`o Y .DUTCH WHITE CLOVER ITRIFOLIUM REPENS 2.9 —.- " _ _ . _ _i _ - _ _ a� R _--__ SALINA STRAWBERRY CLOVER _ ITRIFOLIUM FRAGIFERUM_SALINA' _ 4.7_ SWEET ALYo^SJM ___- _ ALYSSUM MARf1lMUM _ 2.4 -" i l ENGLISH DAISY i3ELLJS PERENNIS 1.2- f -_._ __ nBABY -- --- --- ----- ---- -- I I�-/ m _ rBLDE EYES !NEMPHILAMENDES2 _ 24 _ - f _I ; 3m m �\ \ VIED SEED -." 4MAX)_. ... I I / // _ m ECOLOGg __- , OTHER CROP SEED 0.9 MAX. l�l� "'�' 3 g-�; t \\\ I �� NOtPS:PLS:POUNDS OF PURE LIVE SEED Total 60 -m WALL _ �\ �- \ --------- 0 Z266 Try .44 12 12'GRAVEL ACCESS ROAD ?OAb m u - - • _ � FENCE FENGr h SEE NOTE 9, 1 •` --_-, _ SSSS THIS AREA. ED 7. I i O C) PLAN ROOTBALL + 1.5 TIMES ROOTBALL WIDTH SCALE: 1"=20' .-... Iteid TREE OR SHRUB INSTALLATION/I� ORIGINAL PLANS STAMPED BY: ..- FOR PMROVALL T, WYMAN REID ADAMS ON 5/27/03 ey DANIEA.%EY 5/28/03 PE #39578 EXPIRES: 4/25/04 AS-BUILT � _ -I.LT RONALD SIRAKA 5/28/a3 ¢/OVAL a cNzw HILL �" 1"_20, p®w,� A-Y CITY OF N.E.10th STREET/ANACORTESAVE.N.E. MAY zao3 N.CHUNG li REN TON DETENTION POND AND STORM SYSTEM '"'°°° C H 2 M H I L L AsIASED AMI AM NOTEu SOUTADDEH EBY NE aF acN oN ': 7/RD �' vRL s DATUM IMPROVEMENT PROJECT REVISED CAMILLIA ALONG SOUTH FENCE DWC 1-17-0 RS p.Pp<ug Planning/Building/Public wmH®Da�1. DETENTION POND LANDSCAPING L-1 S✓wP�7�tt66 NO. REVISION BY DATE AP i.FunN PLAN s 17 SCANNED OCT 08�co - ,y° --IJ-aa�G�Z D-2 2 6 6 1 5 . L L - fir,, I � `"• �; .. � Q N TRENCH EXCAVATION SEE DETAIL N ASPHALT CONCRETE FOR PAVEMENT PATCH N PAVEMENT CL B, 0.3' CIL z � COMPACTION DEPTH D.Ds Er/Pr CI) MINIMUM SLOPE POSSIBLE CLEANOUT / SEE NOTE 5 � i - BACKFILL MATERIAL - � NATIVE IF IT MEETS SPECS, 111 OR IMPORT PER SECTION 9-03.19 CSBC, 0.5' MIN (BANK RUN GRAVEL). 45' MAXIMJSEE -REMOVE CONFLICTING COMPACTED DEPTH -' SIDE SEWER EXISTING TEE NEW STORMWATER PIPESEE NOTE 1 �/ + _ NEW STORMWATER PIPE RELOCATION ABOVE NEW STORM PIPE (TYP) ASPHALT ACCESS ROAD DRAWING BELOW FOR DETAILS AND NOTES SCALE: NTS XX -° PIPE ZONE MATERIAL PER SECTION O - 9-03.16 BEDDING MATERIAL FOR POSSIBLE CLEANOUT THERMOPLASTIC PIPE EXISTING SIDE SEWER--SEE NOTE 5 6" REMOVE CONFLICTING NOTES: SIDE SEWER - 1. INSTALL SADDLE IF EXISTING TEE IS,NOT - � -EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) USEABLE FOR RECONNECTION. SADDLE W/6" _ DEPTH AS APPROVED BY ENGINEER. \\ TEE (ROMAC OR APPROVED EQUAL). SECURE TO _ BACKFILL WITH FOUNDATION MATERIAL MEETING NEW STORMWATER ` MAIN WITH STAINLESS STEEL BANDS. TAP THRU SECTION 9-13.6 QUARRY SPALLS 3' MAXIMUM LENGTH PIPE � '�� CONNECT SIDE SEWER ;;ADDLE. OF FIRST PIECE OF WITH ELASTOMERIC 2. CONCRETE. BLOCK REQUIRED AT NEW SADDLE NOTES: STRAIGHT PIPE '? FLEXIBLE COUPLING WHEN ANG'_E AT MAIN EXCEEDS 25'. SEE CITY 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. BEND I'- NEEDED- INSTALL DETAIL DWG BR39. M 5'x 4' REDUCER, 3. ALLOWABLE-SIDE SEWER PIPE AND FITTINGS: 2. HAND TAMP UNDER HAUNCHES. EXISTING TEE IF NEEDED POLYVINYL CHLORIDE (PVC) SDR 35 OTHER SEE NOTE 1 MATERIAL, AS APPROVED BY CITY INSPECTOR. 3. COMPACT PIPE ZONE. MATERIAL TO 90% MINIMUM DENSITY F- 1/8, 1/16, OR 1/32 4. FOR 3" SEPARATION. INSTALL VX 2' X 2" EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE i 0.02 FT/FT BENDS AS NEEDED THICK STYRENE FOAM BLOCK BETWEEN NEW HAND TAMP ONLY. MINIMUM SLOPE -NEW 6" SIDE SEWER PIPE AND 6" SIDE SEWER RELOCATION. EXISTING FOAM BLOCK. SEE-NOTC 4 5. IF SIDE SEWER RELOCATION REACHES CURB 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE SEWER MAIN EXTEND NEW 6 SS TO BEHIND SIDEWALK AND FLOW LINE IS MAINTAINED. INSTALL CLEANOUT PER CITY DETAIL DWG BR33. - CPEP STORM PIPE 6. ALL SIDE SEWER RECONSTRUCTIONS SHALL SIDE SEWER RELOCATION (TYP) �� BE APPROVED BY CITY INSPECTOR. TYPICAL TRENCH BEDDING AND BACKFILL 13� SCALE: NTS - - XX SCALE: NTS XX // 12" CPEP /TO CPEP TO POND / TO POND /CB 17RB M - _ F,IPF 1 4" - - 4. -- ---- BEVELLED END + + SECTION 12" CPEP 12" FROM 12" CPEP _ - ---- TO DOWNSTREAM UPSTREAM TO DOWNSTREAM 4" FROM CB 17 CB 16 - Y12" EXISTING REMOVABLE FROM UPSTREAM - _ REMOVABLE D PLUG, SEE PLUG, SEE 3"t, - _ -. AT MANHOLE OR CATCH BASIN // NOTE 3. '12- FROM NOTE 3. SEE NOTE 2. - .1i.�i� - "�; �'o.-`. CB 16A 12" FROM _ - _ - _ - 112" EXISTING CB 17,4 PLAN VIEW - CB16 PLAN VIEW - CB17 �Il1 NOTES: REMOVABLE PLUGS INSTALLED - --- - - 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT TO SCALE AND ARE SHOWN FOR SCHEMATIC IN CB-16,17 TO DIRECT FLOW INTO PURPOSES ONLY. THEY MAY VARY FOR EACH CB. DETENTION POND. r.:k. ' 2. THE CENTERLINE OF CB 17 SHALL BE OFFSET FOR MAINTENANCE,CHANGE PLUGS TO ;;-'o - , FROM THE EXISTING STORM PIPE TO THE BLOCK OFF POND AND DIVERT FLOW - EAST TO THE DIMENSIONS S SHOWN. TO DOWNSTREAM SYSTEM CUT PIPE END AS-BUILT 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP NOTE:ADS #1233AA OR APPROVED EQUAL F M VF _IF THERE IS NO CHANNELING FOR THE PIPE BEING PLUGGED, DETAIL - CATCH BASINS 16 AND 17 L STEEL TROWEL THE PLUG TO A SMOOTH SURFACE CONFORMING TO THE INSIDE SURFACE OF THE MANHOLE OR CATCH BASIN. SCALE: NTS XX MANHOLE AND CATCH IF THERE IS CHANN-LIIJG, FILL THE CHANNEL FOR THE PIPE ReRI BEING CONCRETED WITH CONCRETE. STEEL TROWEL ALL EXPOSED E BASIN PENETRATION AND RECOMMENDED 3� RECOMMENDED ORIGINAL PLANS STAMPED BY: FLEXIBLE JOINT DETAIL 5FOR APPROVAL / PIPE PLUGGING DETAILS 9Y DANIEL DAREY 5/28/03 ws WYMAN REID ADAMS ON 5 27/03 RONALD •�/QVu � PE /39578 EXPIRES: 4/25/04 SCALE: NTS XX SCALE: NTS XX BY A 5 /03 O EM"LI AS SHOWN '"'®'' '' ' '^ CH2M H��� R CHUNG �� CITY OF N.E. NT N PON/AN D STORM SYSTEM N.E. MAY 2003 REN TON DETENTION POND AND STORM SYSTEM As eU T WO uro N°1m Amin BY on OF Rexmi uNc �/w/oa —''PR �� pe70M IMPROVEMENT PROJECT 'T w •'17��� 81' DAZE APPR R.Anws �.�..o Planning/Building/Public works Dept NO, REVISION DRAINAGE DETAILS ' i.PunN DD-1 16�17 _. SCANNED _.. 0 /A to CONSTRUCTION NOES AND RELOCATION PLACE CONCRETE N SEQUENCING: AGAINST UNDISTURBED _ EARTH BOTH FACES 1. CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR - - - - _ - -- - - DIAMETER N BLOCKS AND SHACKLE RODS AROUND EXISTING oc ALLOW 5—DAY CURING TIME VARIES FOR CONCRETE TO SET d WATER MAINS TO BE RELOCATED, AND/OR AS - ' _ _ DIRECTED BY THE ENGINEER. ALLOW S DAYS SHACKLE 1 - - - - - - --- �: V ��I�=_1II1_I I I I= �S CONCRETE CURING TIME BEFORE CAPPING EXISTING PRODS U SPOOL D1(Mi)7 MAINS TO BE RELOCATED AND/OR AS DIRECTED I ` BY THE ENGINEER. SLEEVE OR ADAPTER - a wr__ 2. CITY CREW WILL CUT AND CAP EXISTING WATE^ '_' "_ -'i- (Ci TO DI) EXISTING18'MAINS AT BOTH ENDS AND INSTALL TEMPORARY EXISTING 4 45' BENDS (MJxMJ) (TYP)11EXISTING WATER MAIN EXISTING WATER CAPS AND PLUGS ON END OF EXISTING MAINS AND WATER MAIN 1 CUT OUT AND REMOVE WATER MAIN VALVE IIII— I=III EXISTING —III—I N VALVES, AND SHACKLE CAPS DEADMAN BLOCKS. TEE '� �' 5 1/2 SACK 3. CONTRAc TOR TO INSTALL NEW STORM PIPE AS SHOWN ON THE PLANS. z SHACKLE RODS CONCRETE 4. CITY CREW WILL ASSEMBLE AND INSTALL NEW SPOOL NEW GATE SPOOL ❑ RELOCATED NEW STORM SHACKLE RODS (AS REQUIRED) 3000 PSI MIN VALVE PLAN VIEW PIPES AND FITTINGS UNDER NEW STORM LINE AND F DI DI ABOVE STORM WATER PIPE VERIFY EXTEND SHACKLE RODS FROM DEADMAN BLOCKS (MJxMJ) FLANGED TEE ANDI•"••'J ? �' 18" AT VALVE ACROSS NEW PIPE - CI FITTINGS WILL SHOWN ON [SLEEVE OR ADAPTER __ #4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS PLANS AND DETAILS. CITY CREW WILL CONNECT DEADMAN ANCHOR (CI TO DI) I�, --�'-MIN IN EACH DIRECTION ON CENTER OF PIPE RELOCATED WATER MAIN TO EXISTING WATER MAIN BLOCK j �� VERTICAL CONC. AND VALVES. SEE DETAIL �a-- CENTER IN CONCRETE SHACKLE RODS (TYP) BLOCK 3'x3'x3' 5. CONTRACTOR TO POUR THRUST BLOCKS AT � (SEE CITY DETAIL BR-27) FITTINGS AS SHOWN ON PLAN AND DETAILS, !_=i FOR 6"WM USE 2-5/8" SEE STD DETAIL B-22 — BACKFILL AND COMPACT TRENCH. CONTRACTOR XX - FOR TIE ROD REOMTS SHALL PROVIDE ALL LABOR, MATERIALS. EQUIPMENT, 8"WM 4-5/8" DI PIPE SPOOL —� — EXCAVATION, AND OTHER WORK AS DESCRIBED IN 10"WM 4-3/4" CONC T 'ST K CO THRUST BLOCK o' CITY OF RENTON SUPPLEMENT SPECIFICATIONS MIN 'x7' LENGTH AS NEEDED (TYP) MIN 2 'xi' SECTION 7-11.3(9)A "CONNECTION TO EXISTING 4 0o a WATERMAINS (RC) WATERLINE RELOCATION. DETAIL (_1 �{I 1' 1' 2 5' i' 1' SCALE: NTS XX —4—� IMIN MIN MIN MIN MIN ❑z WATER MAIN RELOCATIONS INSTALLED BY CITY MAINTENANCE CREW. —4 WATER MAINS RELOCATED ABOVE THE NEW STORM LINES. SHACKLED FROM DEADMAN TO TEE, BLOCKS NOT USED 2„ _ CLASS 'B' S' I .j TYPICAL CONCRETE DEADMAN I.. ANCHOR BLOCK DETAIL SCALE: NTS XX 1 ri - - A A RAMP FROM ACCESS ROAD VARIES REMOVE MINIMUM 2" DEPTH —__- ___ ____ 1' BEYOND TRENCH GRIND OR _ ___ _____ _ __ AND ANY DAMAGED L EXTENT OF SAWCUT AND /� I 3 PAVEMENT TRENCH REMOVE --- ----------- A EXCAVATION PLAN 6.5' MIN. — 15%MAX QUARRY PIPE LOCATION (FT) (FT) (FT) FMIN 2.5' 1' 1 SLOPESPALLS POND Q B 23+93 LT 6' 8' 6'N MIN MIN MIN 12" 2 MIN BOTTOM aoe.D PLAN B 23+64 LT 6' 8' 6' R3�y, B 23+50 LT 8' 8' 9' 'W o oc0 1 -5 Z' ---: . _ _°� _ 9' _ BEVELED -- -- END SECTION CLASS 'B' ACP 6" CRUSHEDSSURFOCING COMPACT FOR 1.-0" DRAINAGE PLASLOPE NS " 1 C, MIN C CTION GEOTEXi1LE T DEPTH R PERMANENT EROSION D 1 —0 IF 2 LONGITUDINAL TOP COURSE CONTROL(HIGH SURVIVABILITY, - MIN. STRIPS OF GEOTEXTILE SECTION A—A CLASS C) _ ARE REQUIRED, SEW CRUSHED ROCK, SEAM 114STEAD OF FLOWABLE FILL, 1 OVERLAPPING OR BACKFILL QUARRY SPALL ACCESS CONSTRUCTION GEOTEXTILEJ 12" QUARRY AS REQUIRED BY ENGINEER FOR PERMANENT EROSION SPALLS RAMP AND PAD �4� CONTROL (HIGH SURVIVABILITY, _ '� EXTENT OF SCALE: NTS XX CLASS C) _ ��_ I TRENCH EXCAVATION - SECTION A-A "MINIMUM ACP DEPTH SHALL BE: NOTES: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS Reid 1. IN SOHE LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' OR 'B' BE HIGHER THAN THE DITCH INVERT. SEE DRAINAGE PROFILES. RECOMMENDEDRESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' OR 'B' 3, ORIGINAL PLANS STAMPED BY: FOR APPROVAL TYPICAL PATCH FOR "8 WYMAN REID ADAMS ON 5/27/03 ROCK PAD AT PIPE END �5� °A"'a � 5'2803 � PE Q39578 EXPIRES: 4/25/04 SCALE: NTS XX BY =��A 5/2a/03 _FLEXIBLE PAVEMENT �3� �.D;�; _ SCALE: NTS XX Q12M M61 SAS SHOWN '®°"-' CITY OF N.E.1Oth STREET/ANACORTESAVE.N.E. MAY 20D3 CH2�l�!H I L L R.'Rm DETENTION POND AND STORM SYSTEM "® 2 A.-BUILT iNFa,wo ND,m ADom By C1Tr OF RD+,DR uwc ,/2D =,. C.0 R E N TO N y� S t IaE SIOI4 auARm.WALL ACCM RAIIP BY CM c tO aTUY IMPROVEMENT PROJECT a.ApAus ��� Planning/Building/Public WoAa Dept DRAINAGE DETAILS Epp—L NO. REVISION B1' DATE APPR i.PunN �17�77 SCANNED OCT 08 .z&f� _A`t`-1 -07 Za C- r Al I-{ :t CD > NOTES (3)ABANDON XISIi C UTILITY - ABANDONED _ - - 1.SEE NOTES 1 THROUGH 10 ON SHEET 5. > > CB 17 TYPE 2 48' CB�17 N 02 REMOVE EXSTING UTILITY A?:X SEPTIC TANK o A - NLOCATION -_-- _. .. ._........ ____...... ......... 824+06. 1.4' LT ......................... .....__..... _..._.. .. _.. _._..__.. 2.UNKNOWN PIPE. CONTRACTOR TO EXCAVATE (3)CONNECT TO ORAN STRUCTURE \ < , RIM-EL=419.61 -- N 2' BACK AND PLUG AFTER HOME SIDE SEWER 4 PLUG EXISTING STORM SEWER PIPE - - 12 E INV=410.41 (EXST) 8'W ABANDONED - CL SOUTILTFY TO BE REMOVED OR RELOCATED BY OTHERS BLACKBERRY N 12 N INV=410.81 I CB 17A TYPE 1 HAS BEEN INSTALLED. 0 12 W INV-41161 C8i78 CONIC INLET B 24+10, 10' RT 4.FOR GRAVEL ROAD SEE DETAIL RIM EL=4i9.72 - 7 RELOCATE EXISTING SIDE EWER IF CONFLICTING BUSHES ---- ---- - - 12.7....E INV--41 55.81-- --_B.24 L 4,0..1'..LL. _... _._ .. _ - SE 1NV=4S.5.92 3.FOR DETENTION POND SECTIONS, SE CR-9. 6 REMOVE AND RELOCATE UTILITY 12"SE INV=415.61 � 1 ' S SE INJ'41�.31 DR-9 WITH NEW STORM SEWER. SEE DETAIL DD-1 - NO BASEMENT DR w _ 2 � - - CONTRACTOR TO POTHOLE S.FOR ASPHALT ACCESS ROAD SEE DETAIL(� - -- � I + DD-7 SURFACE TUNS N.� .........._....... ......... 10'W TO.CONFIRM.EL_. 6.FOR PLANTING, SEE L-1. ®REMOVE EXISTING SIDEWALKS MID CURB AND CLEANOUT� FOUND 2% MIN -�. - vF- ;420 EXISTING BEFOaE CONSTR 420 _ GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A GROUND X 7.DEFLECT NEW FENCE AROUND EXISTING TREE SEE PENTGN STD. PLAN F-3B. ABANDONED EXISTING SEPTIC SYSTEM. - AS NEEDED Q9 REPLACE CURB AND SIDEWALKS AS NEEDED. INSTALLED NEW SIDE SEWER FROM �Il; a S FINISHED SEE RENTON STD PLANS. HOME TO SEWER MAIN. l -1 _......._ _._........ ._.._.. ... ..-GRADE'_. ._ - _.. __.. 0 LIMITS OF ASPHALT i1 _ 415 B 23 91 p 18 LF 12'DIP 415 PAVING FOR ENTRANCE -QZ-Q MY I, o; T O BEVELLED 8 @ 8.33% ..8 Lf 72"CPEP b LT RAMP I PIPE ENO 3 87 i-w ....... ....... __.... -..... .... .. ... _....... ... ..... ....__ - COATED CHAIN -!{I �' INV=407.55 LINK FENCE1`1 I e+a uazc TYPE I. SEE 410 E uuw _ CITY STD. PLANS < PTY LI E _ -�- _ r - -- - - ._.. - - - - - - - -- - EP i I i 465 _' ROCK:PAD AT� .,,���.\ II;;L♦t,__._' i PIPE END. SEE -en _ .. ___. ..._.. .... ... TYPE-2 .-..... ....._...... .............� -- �` ` _� .... ...;. ..... ...� CB 16 ✓✓! -�� - -- vcs -- �-'�.j\ -'C��� '_ �- ' DR 9 .. RIM EL2454.0745 -- ---' �� 12'E INV-409484 12"W INV-409.43 -y'_¢. 'y__�./( Y��- -f - - - -_zFs_ ---- •T _\ �` r��. Z - C8 1 I TYPE 1 -- - .'�L __ ' 12"N NV=407.9 B 23+05.5, 15.6� RT �.%✓�-��- - -�`_ -- --- :----�-------_r- -- � '� -i I 1 ...B 23+69.2._63.6' LT � 12"SEINV=409.577(EX53) --✓-j Y` r� >� =-"•N RIM EL=413.86 INV=407.48 : 12"SW INV=410.97 P.. �� 1 - _ > - _ - - -D EN - 12 =411 86 - _.s ==_�__ -- /-'F-,� F - - --- -- �� \ \ > \ \`• - W BE:1Lt PIPE D 2.2 NE INV - a15 ►c, r//f f J --- -_ \ \ \ \ > ti o1{ P ABND B1Y V, \ \. \. Ll .�-..1 ____ ...... ..._...... ... ... - _EXISTING GROUND.....- .. ::.. _ .... _... -- _ .-_ ...'I ( 7 Jl.-T�y��---- - -b-- _ - --��"'�. >'• _ ,Y -o Ti 415 FINISHED _ DIP LF 12' \ > I I ROCK PAD AT GRADE F , ®5.567. t-_ o 1_1 I ._ - MQA 3 S-o e i any l OPIPE END. SEE -o N Uh47?-B - ... ........_. _.___-I-� ` "w-_o - tflCK-YYAt� > \_ \' C'�.. >> \t, N .i :410 -.� $...-. .410 w II SEE DETAIL SH R-9 lT j _ _. R�g 75 LF-12 CPEP... D .. GRAS���-1 (� - ' - •, _.w ��\\ \CTJ- `1 •.!•� - - ROCK PAD AT 1 S a _ _ POND BOTTOM ®0 65% ....... ...... ..... ..... __...... PIPE END: SEE.___. _.......... .L...... ... _....._. ..._405 405 \6 \ -\--�.� _ .. ----- -�. � i �1\1�\ ill � � 6 MIN rY \ � ----` 1 _ '.ry ; - _ ... .. IU''�.I! \ .C8 9, TYPE 2 54 CB 18,TYPE 2 48' CB iS.TYPE 2 4$' ......... _.... _7 l H 23+52, 132' LT .FLOW-CONTROL B 23+36,36' LT : 8 23+D9 5 T LT - EMERGENgY.- - -- -- -_--- sor-----_-- C' t S BEVELLED PIPE END -OVERFLOW\ \ �h--=1..L �_ - - atr-.--y -_--� S pq� _ �g o -B 23+27.6,:77 LT 18`NW INV-405.75 12'E INV=408.26 _ C d SW w .RIM EL=41,%57 18'NE INV=406.45 i8'NE INV=405.36 I ; \ r• i ce- - -- is__-------- _�- �� Vi i "-'Win 18'NE IW44.05.51 - _ � 18"SN!INV-405.75 18"W;INV=405.16. L.. ...415 .. .....-.. _ ._....... _..._ .._}2'-NW INV-40o 36._._.415 li Pi=Y EXISTING ._.1 /�, 12 GRAVEL ACCESS ROAD N1 11 �t.a - GROUND_._ _ _ _EXISTING GROUND 8' DR-97 L:1 MAX_i 4, �� 0 s � _ r PIPE --- -----� DEBRIS .-.BARRIER... -. .._...... ... ........ I\ ChAwurvt,FENCEJ0 z'+ 41 FN15 E .. .. U -.410- � R 1 DGUBLE 20' N 999.nr)U .....GRADED - m I FLOWCONTROL �!}..,r ; r .21 MAXMA) (TYP�.J _ �.�D r�. 5 �a�z�o �m q o ° STRUCTURELINK CITY STD. PLANS. _ PEP w_ ..O 6 LF 78"CP ___ 4 P - .. ..... ... u ASPHALT 405 3 .EP .._ ... 4..LF 18"CPE........ .... .... ... ..405 O. ® 1.80% 8 ®-0 50% I ®0.02% ` -• ACCESS (ROAD Ir �% �� - ROCK PAD AT - - I f_ SEE 42_LF 18 CPEP -as 4 CB 2D TYPE 2 48" ND 0 0 93% CAUT70N GAS UN[S PIPE E SEE SEE _- -�.�...9. .. ... ... ........... ......_..... _._ -- --- - �':..- OVERFLOW STRUCTURE.. - ....._. .. B 23+53,54.7- LT DR-9 DR-9 - OVERFLOW RIM=411.70 SEE DR-6 1B,Sw NV=406.90 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW DETENTION POND AS-BUILT INFO SEE I� WATER STORAGE VOLUME = 1.90 Acre-Ft 4 PLAN DR-9 PROFILE Elevation Area (sf) Volume (cf) SCALE: 1"=20 SCALE: 1'•=20' HORIZ 407 12,180 Rep �o j�I;'� � 1"=5' VERT 408 13,760 11,970 . RECOMMENDED 408 13,760 12,970 3`' FOR APPROVAL - 409 15,380 14.570 ORIGINAL PLANS STAMPED BY: BY DAN�L CAREY 5 28 03 410 18.770 17,22D _ AS-BUILT. 411 18,060 16,220 �ws+s ` WYMAN REND ADAMS ON 5/27/03 RONALD STRAKA 5/28/03 411.5 19,440 9,550 ipjµ E� PE #39578 EXPIRES: 4/25/04 � Total 82,660 CH1A1 HILL '°'° 1•-20• ,�,;,, , ., CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 R.CHUNG REN TON DETENTION POND AND STORM SYSTEM u I RRE� I �NM IMPROVEMENT PROJECT n As eurET uuo u o Notes Aooeo er atr OF NENtoN owe q r Planning/Building/PublicWorks Dept DETENTION POND PLAN CH2MDR-8 NO- REVISION B1' DATE APPR 7.aAnn SCANNED OCT 08 -: ..:. _..' �.''_ _,;?`=. +-`:- T"[7.;tt," ";' �,�.. -3�. . -,«.tea' .r- .,.�r,q': .. _ .. .. .•. � .. ...__ a co N N .. - DRAINAGE AND UTILITY NOTES: CL ce s 1. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS Ru ❑ae] 30's 40364 NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. "n W S IE-403.42 3O'N IE-403.84 r3G NW IE-40342 12.6E M 406.4a -se:_ PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE_ m o RIM�aI�.Oi - u - 12 NW INV�4G 24 j 12'NW IE-40e 1] 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB 1 a _ SHALL BE VANED GRATE PER CITY OF RENTON STANDARD PLAN B019, 3 r - I- r --- UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. \4,, -- - - I - _ 3 6w FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL _ �sl CB#6B // _33•� � L _ O BE MANHOLE FRAME AND COVER MARKED DRAIN"NPER CITY OF RENTON < -� STANDARD PLAN 8074 UNLESS OTHERWISESHOW FRAME AND GRATE _ f , `, _ _ -C6I- SHALL BE LOCKING. CBSI I� 6 - -aSzr-aNaNNY_�_ w 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE O •_" _1_ C') T —7- -_-- --- CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO (I)ABANDON EXISTING UTILITY -. _-- -� -- _-_- _ __ z O /` -' ' � . �OB�6A I _ CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. ( REMOVE EXISTING UTILITY e. """' - -- '-"" - - - t �'� _ _T _ J ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES QCONNECTTO DRAIN STRUCTURE TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT \� '125EiE=:os.a THE DIRECTION OF THE ENGINEER. ®PLUG EXISTING STORM SEWER PIPE ..-.__ _ _-.._.. ..-._: .. _ .. -.--- 112'SE_ _ - -. -_..__ _ _- - -_ .---_ 0 ( UT1LITf TO BE REMOVED OR RELOACTED BY OTHERS ANAGORTES AVE NE - Q 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON ©REMOVE AND RELOCATE UTILITY THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE _ ----i ---- - RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE (2)RELOCATE EXISTING SIDE SEWER IF CONFLICTING -"-- i I I ----- CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS WITH NEW STORM SEWER. SEE DETAIL _ II --1 - 1 --_ NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. I'___ _ -- -----i I1,_�1 _ .. 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK DD-1 i 08REMOVE EXISTING SIDEWALKS ANU CURB AND - -- : SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL 3E GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. ! � IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT SEE RENTON STD. PLAN F-3B. _-_ COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL 09 REPLACE CURB AND SIDEWALKS AS NEEDED. BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED SEE RENTON STD PLANS. BY THE ENGINEER BEFORE ANY CONSTRUCTION. PLAN 7. POTHOLING OF WATER, TELEPHONE AND GAS UTILITIES WAS PERFORMED SCALE: 1"=20' BY THE UTILITY COMPANIES AT VARIOUS LOCATIONS SHOWN ALONG THE ROUTE. THESE LOCATIONS WERE USED AS A BASIS FOR THE DESIGN AND ARE PROVIDED FOR INFORMATIONAL AND REFERENCE ..... ..... _.. _ .. ONLY. THE CONTRACTOR SHOULD PLANFOR AN ADEQUATE LEVEL OF ..435- POTHOLING TO VERIFY ALL UTILITIES THAT. COULD BE IN CONFLICT - CB469 TYPE 1 - 6 r/ C8 1 WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A 14+77,33.3' RT EST -39 A i4+94, 15.6 LT A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. _.. ..- 2 NU - 17 2 SE I 8.41 SHALL BE SUPPORTED AND , RIM EL 417.01 RIM EL 41 f.21 ... ._. .... .... .... . ... _.. -._t INV=408 i� j_t _ML=40 ' B. UTILITIES WHICH ARE NOT ABANDONED 430 410� = I � j, 430 MAINTAINED DURING CONSTRUCTION. - 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS - _ THAN -0 VERTICALLY PIPE. STYRENE FOAM SHALL B ETHAFOAM E 425 405 - -425 FOAM 45B R APPROVED EQUAL. ETWEEN THE BETWEEN THE PIPES, PLACE 1'X'.'X4" STYRENE E DOW C9 5 TYPE 2 54 � i 21 LF 12-CPEP LC) C 4 TYPE 2 54' A 76+38,12.C' RT 13 LF 12'CPEPPPP--------'"' >s� 0 8.38% I 10.FOR PAVEMENT REMOVAL AND RESTORATION SEE 3 SEE DR 3 _RIM EL 414.87 515R DD-1 6 7 ._ ... .!_.... :....... ..........30"S INVm40342 ..._ _.. ..... i _ .... C.. - 11.FOR PIPE INSTALLATION SEE r 420 30'N INV=403.42 P_. ...420... DD-2 CB 6 TYPE 2 54' A 14+83,[2.0' RT Q s^u NOT FOUND EXISTING GROUND 0 ROAD F . F- _ : - 30 S INV=!0364 15 L _ its 30 N IN�403 64 s NOT FOUND: 12 SE INV 406 44 12-NW INV=40624 -_ _ 4 w - - _ ___J 55 LF 30'• _ I C� CPEP® 0.56% - 155 LF 30'CPEP r.®0.14% 11Q LF 30 COP®0.27%:! Q ..._ .:.__.. ...._ ......._.......! .. ...... . ............. :. ........ .... _ .. ....... 405 _... ... . .:.... ....: _... >...... .._. 400 SEE NOTE 9 - 400 .. e. 53 RERNRED SSJRE6UILT I* :c'I(66UNDER SS RFPAiRED C P4t: UNDER NEW 60 :NEW SD TWC a,^a PROFILE SCALE: 1"=20' HORIZ RECOMMENDED 1"=5' VERT FOR APPROVAL ORIGINAL PLANS STAMP© BY: AS-BUILT av DANIa cAREY 5/2e/03 „6 8/03 WYMAN REID ADAMS ON 5/27/03 B' BOB A m-- 3 AL PE #39578 EXPIRES: 4/25 04 O CH2M Hi" ' =2 CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY zoos o R.CHUNG Wes. RENTON DETENTION POND AND STORM SYSTEM CH2M H I LL w 3 PRE6 DA UM IMPROVEMENT FPROJECT ILE AS-9ULLT WD AND NOTES A00ED BY CRY OF RENRX/ Owc ] R I��� Planning/Building/Public Works Dept PLAN$PROFILE DR-4 Siry NO. REVISION BY DATEkA.PP r.RIAnN 9 STORM SEWER TRUNK ANACORTES AVE NE a a1 SCANNED_0CT 0 B D—2 2 6 6 0 6 - ? ...