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HomeMy WebLinkAboutzD-2266set(01 (D N 11-, N co 4 36 31 5 6 DR -3 STO DR -4 STORM SEWER TRUNK ANACORTES AVE NE 7 DR -5 STORM SEWER TRUNK ANACORTES AVE NE N ST s DR -6 STORM SEWER TRUNK 10TH ST. '< CONTACT PERSONNEL 9 DR -7 STORM SEWER TRUNK ANACORTES CT NE South Po SITUATED IN THE NW 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, 32 a SE 138111 3 g 10 34 N 35 S 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 NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, ^ ' /0 h Colemo Point 3 N Oak 95� SE MAY y RENTON WATER (42.5) -7400 O T 24 � w w � RD r V T -1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS ¢ z NE 27TH KING COUNTY PARCEL NO. 102305 -9129 MATT COURTNEY PUGET SOUND ENERGY (425) 766 -1773 i 13 T -2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS ELECTRIC LIGHTWAVE (206) -812 -3300 JACK RUCINSKY ELECT 14 T -3 TEMPORARY EROSION AND SEDIMENT CONTROL' DETAILS FRANK FORREST OWEST (206) 345 -2968 Z" 15 L -1 DETENTION POND LANDSCAPING PLAN /- KATHY REED OLYMPIC PIPELINE (425) 235 -7767 = di - 0 5 ° ? 4 4?"01 Q W 3 A 1 m ° Q ° ¢ 1 z yL9�c% rq`� o�PN R NE 16 ST BLVD z m SE RENrO N ' Uli.¢ L9E� w a DD -1 DRAINAGE DETAILS Z J ?y CALL 2 BUSINESS DAYS BEFORE YOU DIG > p DD -2 DRAINAGE DETAILS CHECKED FOR COMPLIANCE GJ NE 12TH ST 2 ° m 4i dAVE SN n� 90D �v 0- z Z ° > RENTO _� w 9g ¢ NE 10TH ST Dated w w 12- > y ! NIT 8 Q " KING 11 MUNICI AL ''gySS COUN EXPIRES �Z!'._p 124TH ST .. n A A OT oz ¢ ¢ - a¢ o 9f w SITE 0-1 z - Z 1 NE 4TH Sr ° SE 128TH ST SCAhNEDN*R 29Jfi0! C Or ®ry- S lA^I;jTO.1 RD z AI PORWAY S 133R6T $32ND ST ,P F z P• DN `E w k/ Wx S •ao 1 aoo °N I d sms e aoo S 3R 17 L 16 z Z 15 = 14 R ack f - 9URV'rGT NOR ! te• I SSE 142ND ST I� !� Scale LOCATION IMAP City of Renton, Washington N. E. 10th STREET / ANACORTES AVE.,N.E. DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT PROJECT NO. SWP -27 -2266 MAY 2003 ipoEx NO. oF oR�nwiNCs GENERAL 1 G -1 COVER SHEET, LOCATION MAP AND INDEX OF DRAWINGS 2 G -2 OVFRAI I SITF PI AN AND LEGEND PLAN AND PROFILE 3 DR -1 STORM SEWER TRUNK WHITMAN CT NE 4 DR -2 STORM SEWER TRUNK WHITMAN CT NE RM SEWER TRUNK NE 11TH ST 5 6 DR -3 STO DR -4 STORM SEWER TRUNK ANACORTES AVE NE 7 DR -5 STORM SEWER TRUNK ANACORTES AVE NE s DR -6 STORM SEWER TRUNK 10TH ST. DETENTION POND PROPERTY LEGAL DESCRIPTION CONTACT PERSONNEL 9 DR -7 STORM SEWER TRUNK ANACORTES CT NE SITUATED IN THE NW 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, NAME AGENCY PHONE 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 NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, DANIEL CAREY RENTON PROJECT MANAGER (425) 430 -7293 MAINTENANCE 430 , EROSION CONTROL�LANDSCAPING TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY WASHINGTON; RENTON WATER (42.5) -7400 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 ELECTRIC LIGHTWAVE (206) -812 -3300 JACK RUCINSKY ELECT 14 T -3 TEMPORARY EROSION AND SEDIMENT CONTROL' DETAILS FRANK FORREST OWEST (206) 345 -2968 15 L -1 DETENTION POND LANDSCAPING PLAN KATHY REED OLYMPIC PIPELINE (425) 235 -7767 4?"01 DOUG LONG COMCAST (253) 864 -4341 DETAIL S °® 1 — — EMERGENCY & FIRST AID 911 U 16 DD -1 DRAINAGE DETAILS CALL 2 BUSINESS DAYS BEFORE YOU DIG 17 DD -2 DRAINAGE DETAILS CHECKED FOR COMPLIANCE ONE CALL 1- 800 - 424 -5555 Reid TO TANDARDS q 5Y Date 5 9g Dated 39578 ; Date 6 2 a3 F . TONAL EXPIRES �Z!'._p �� CH2M HILL NA MAY 2003 CITY OF DETENTION POND AND STORM SYSTEM CHUNG �c 7K RENTON IMPROVEMENT PROJECT :eft �' J. PRETS � R. ADAMSy DAIiJM Planning /Building /Public Wa�Ics, Dept COVER SHEET, LOCATION,MAP, AND G-1 Na. REVISION BY DATE APPR T. PLATIN 1 INDEX OF DRAWINGS!' 1 X17 SCAhNEDN*R 29Jfi0! C Or ®ry- y Lli (V r; N !Z SURVEY CONTROL DATA POINT NO. NORTHING (FT) FASTING (FT) ELEVATION (FT) DESCRIPTION CITY OF RENTON SURVEY CONTROL NETWORK POINTS 159 806 I 185,003.436 7,311,367.817 415.95 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 "x4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E. A 2 DISC WITH PUNCH MARK ON A 4x4 CONCRETE MONUMENT CASE AT INTERSECTION OF NE 10TH ST & UNION AVE NE 1848 183,691.463 1,311,377.397 411.28 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 INTERSECTION OF NE 8TH COURT UNION AVE NE 7894 186,648 -380 1,311,364.044 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 1 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 122 184,974.237 1,312,481.582 410.57 "PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 123 185,646.293 1,312,553.230 414.92 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 124 185,701.699 1,311,995.147 4?1.39 'PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 125 185,900.547 1,312,015.538 406.94 -PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 126 186,097.894 7 ,312,017.9? 5 399.06 'PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 127 186,566.344 1,312,040.658 397.17 °PK" NAIL IN CURB AT LOCATION SHOWN ON MAP 128 186,549.580 1,311,392.169 395.20 'PK- NAIL IN CURB AT LOCATION SHOWN ON MAP TBM1 417.67 FIRE HYDRANT AT NE 11TH ST & ANACORTES AVE, WEST BOLT TBM2 TBM3 TBM4 414.40 419.07 402.57 FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH ST NORTH BOLT TBM5 j 397.65 LEGEND EXISTING PROPOSED ® CATCH BASIN TYPE 1 i ® CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE POWER POLE FIRE HYDRANT VALVE WATER METER - CATCH BASIN TYPE I RIP RAP OR QUARRY SPALLS �o 0 _415— CONTOUR FENCE LINE NOTE: EXISTING PIPING AND SITE FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED AND ARE NOTED AS EXISTING. NEW PIPING AND SITE FEATURES ARE SHOWN HEAVY - LINED. SECTION AND DETAIL DESIGNATORS SECTION (LETTER) OR ON DRAWING DETAIL (NUMBER) WHERE SECTION OR DESIGNATION DETAIL IS TAKEN: SHEET NUMBER D SHEET NUMBER (REPLACED M -2 WHERE SHOWN WITH A LINE ON DRAWING IF TAKEN AND WHERE SECTION OR SHOWN ON DETAIL iS SHOWN: SAME SHEET) Vii-- ��- ��6�► LEGEND Ii j I ® � SURVEY CONTROL POINTS I TB 4 124 TBM2 -- ® B -7 SOIL BORING LOCATIONS N I ®126;: I i w ' DR -1 I I Z I U I I Z � -------------------------- i � i is; DR -2 i 125 j i i --DR -3 -i I - - - - - - -- 'PK° NAIL IN ASPHALT 15' EAST DRIVEWAY C� HOUSE 4100 'Y" ® NE 1�iTH PLACE FIRE HYDRANT 348 TOP BOLT AT ENT OF WHITMAN COURT N. NORTHWEST BOLT OF LIGHT POLE NEXT TO SURVEY CONTROL POINT 127. TBM2 NE 11TH ST B -3® 12 I I A. I I TBM1 ABBREVIATIONS GENERAL NOTES - ! ABND ABANDONED 1_ CALL UNDERGROUND UTILITY LOCATE SERVICE---- -_. —�_ J- - : B- 6�---- - - - - -- I ACP ASPHALT CONCRETE AT TELEPHONE NUMBER 1- 800 - 424 -5555 A DR-4 �- T__J- - 1 I PAVEMENT MINIMUM OF TWO BUSINESS DAYS PRIOR TO ! SOT BOTTOM ANY EXCAVATION. f I- I \ j - -_____ I I :TT - - - - -__ CB CATCH BASIN ! ! \ j CL CLASS 2. ELEVATIONS ARE TO NATIONAL ADJUSTED VERTICAL CENTERLINE DATUM (NAVD) 1988. TO OBTAIN' ELEVATIONS TO \_ I i i I �. ,y-� CSBC CRUSHED SURFACING OTHER DATUMS: NATIONAL GEODETIC VERTICAL BASE COURSE DATUM 1929 - SUBTRACT 3 -58 FEET DIP DUCTILE IRON PIPE j I j j I DWG DRAWING 3- COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED 19833/1991 E EAST, FASTING DATUM EXIST, EX, EXST EXISTING FT FOOT 4_ EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING i RECORDS AND OTHER SOURCES. THE INFORMATION / - - - - -- FH FIRE HYDRANT J ®�— - - -�— _ O - -- GV GAS VALVE IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY. NE 10TH PL B -5 G GAS THERE MAY BE DISCREPANCIES AND OMISSIONS. Q 2 CPEP CORRUGATED — �B -4 1 j POLYETHYLENE PIPE 5_ ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR ! i I I T �, °/� DR-8 EST ESTIMATE UNLESS SPECIFICALLY STATED OTHERWISE. I Z f I JB JUNCTION BOXr w i I ! ! i i DRi-5 LF LINEAL FEET 6_ EXISTING TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED Q L__ -_ ;l LT LEFT FROM MARCH 1997 FIELD SURVEY INFORMATION BY '' t i ° : I MH MANHOLE CH2M HILL f OZ I nn c - �_ ■ 0 N OR N_ NORTH, NORTHING urx 0 NE NORTHEAST 7. HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS j rn [ ! ! NGVD NATIONAL GEODETIC > TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO I j I THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY VERTICAL DATUM NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED RTS R 6HT O SCALE HORIZONTALLY_ I I I I _I -__L- �® -7 �_ NE 10TH ST �- - - - ---------L------------ S SOUTH 8. OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND —T —T 121 B -8 122 SD STORM DRAIN OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE SS SANITARY SEWER LINES THAT ARE SHOWN ARE LOCATED BY POINT -TO- POINT, F— SSS SANITARY POLE OR TOWER TO POLE OR TOWER_ DETERMINE THE I j SIDE SEWER j__ CONSTRUCTION ACTIVITIES EXTENT OF HAZARDS OR IMPACTS ON SSMH SANITARY CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, I III I I I I SEWER MANHOLE TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND j f I -_ DR—:7 STA STATION FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY SW SOUTHWEST LAW AND REGULATIONS- PRIOR TO CONSTRUCTION, MEET WITH �- I I j ; j L— __ I I I T TELEPHONE UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND I— — - --j i TYP TYPICAL TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT W WEST MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND WV WATER VALVE TO AVOID DISRUPTION OF SERVICE. W WATER _ - - - - - -- 9. MANHOLES 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. SCALE: !"=100' 10. RIGHT -OF -WAY AND PROPERTY LINES SHOWN ARE ! APPROXIMATE ONLY. 11. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING � CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED V �Eteid,�, OR TO BE ABANDONED)- 12. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT RECOMMENDED OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. FOR APPROVAL `�rp313. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY By -0-- a. 5 as -o IN ACCORDANCE WITH SECTION 1- 07.16 OF THE WSDOT STANDARD sv " fCAAL SPECIFICATIONS. j- �aa 4 -ZS-oy CH2M HILL NA �` �m nW+� CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. r.�ay 2003 i R CHUNC RENTON DETENTION POND AND STORM SYSTEM J. �� H i LL PRA �° �NM IMPROVEMENT PROJECT R. aoAMS� Planning /Building /Public Works Dept OVERALL SITE PLAN AND 0 BY DATE APPR PeN - (-2 LEGEND' V 2 17 SCANNED N* 292004 00 Pj —121216161012 R- G-1 L19-3 n r f Up" to as N \ I I I ! !oa° .. -.. I 1DRAMOEGEXIST�INGDSTORMIL SEWER NTOHATES TO BE ABANDONED AS NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. m?W RIM= 410.97 I I PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE- . \ ! r I z c v, ua CL B0TTOM= 478.97 W INV= 409.37..6" PIPE - -� Lo 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB SHALL , STANDARD PLAN 8019, 1 1 _ — -- — — —' —o+P — — — — —_ i UNLESS BOTHERWISE SHOW N.RFRAME AND EGRATE HALL BE LOCKING. xQ " s s a 1p- - - - 9 -- - -- ._:._ , _ � __ __,_ _ ,, . -. ` _.,._ �__,,..,_.__._ ._, _ _ ..— ° _- - -- 3. FRAME AND GRATE ON CATCH BASINS TYPE '2 IN THE ROADWAY SHALL y S =1_ ., �;ti — — — 8E MANHOLE FRAME AND COVER MARKED 'DRAIN' PER CITY OF RENTON ' —i � I °I ~ STANDARD PLAN B074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE +00 O SHALL BE LOCKING. 4 3, 9r — sS = — — - — —s's , 2 S u "' �' 7 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE (j)ABANDON z u EXISTING UTILITY O' 2 "0 - CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO CATCH BASINS AND =MANHOLES THAT ARE NOT SHOWN ON THE PLANS. 02 REMOVE EXISTING UTILITY ADDITIONAL CONNECTIONS OF 'EXISTING PRIVATE DRAINAGE LINES 3QCONNECT TO DRAIN STRUCTURE �\ � � � �� J TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT - I t�l� O QCB j. i - -' I _ THE DIRECTION OF'. THE ENGINEER. QS UTILITY TO EXISTING BE REMOVED ORE RELIOACTED BY OTHERS � �, - - � - - _ _^_ _ \ ANACORTES V/E N a Q 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON @REMOVE AND RELOCATE UTILITY j THE PLANS, 1S APPROXIMATE' AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE Q EXISTING SIDE SEWER IF CONFLICTING I m t CONTRACTOR' SHALL COORDINATE WITH THE, UTILITY COMPANIES, AS 7 RELOCATE IX WITH NEW STORM SEWER. SEE DEfAIL� NOT ALL UTILITIES MAY BE- : SHOWN _0N THE PLANS. - - DD -1 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK ®REMOVE EXISTING SIDEWALKS AND CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A- SEE EXISTING UTILITIES WILL BE RENTON' STD. PLAN F -3B. i I I COMMENCES. NDNRESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT ON OF ALL CONFLICTS SHALL 09 REPLACE CURB AND SIDEWALKS AS NEEDED I BE THE RESPONSIBILITY OF, THE CONTRACTOR AND SHALL BE APPROVED SEE RENTON STD PLANS: I �' BY NY CONSTRUCTION. PLAN THE ENGINEER BEFORE ANY PLAN 7. POTHOLING OF WATER, TELEPHONE AND GAS: UTILITIES WAS PERFORMED S VARIOUS LOCATIONS SHOWN CALF 1' -20' T ALONG THEILI OUCOMPHESE LOCATIONS WERE USED AS A BASIS FOR!' r HE DES, N AND ARE PROVIDED! PLAN FOR' ^AN ADE UATEi'LEVEL OF ONLY- THEN CONTRACTOR S40 ED FOR INFORMATIONAL AND REFERENCE 435 _ = = = = 415 = = :1435 POTHOLING TO VERIFY ALL UTILITIES', THAT COULD BE', IN CONFLICT =' CB 6B TYPE 1 �CBI6A. TYPE 1 = WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR = A 14 +77!' ]3.3' RT A 14 +94, 15.6' LT = A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON'THE PLANS. RIM EL- 411.00 _ — RIM EL -41 1.15 : _ _ 8. UTILITIES WHICH ARE NOT ABANDONED, SHALL BE SUPPORTED AND _- -- - - - - -- -- - - - - -- -- - - - - -- - - --- . . . . . .. . .................. -------- 2"-NY - 'AV=406.65. ....++: .:--12---SE-.INV- A06,7J -- 430 = _ - 410 { _ 430 MAINTAINED' DURING ,CONSTRUCTION. - - STORM SEWER CROSSINGS OF UTILITIES' -WHERE COVER 1S LESS' 9 FOR - _ _ - - _ - THAN 1' 0" VERTICALLY BETWEEN THE PIPES, PLACE 1'X1'X4" STYRENE _..__..... I - - - - -- 425 _ _ " 405 !w 2 „G 425 HS-45 OR APPROVED I EQUALYR �. ENE FOAM SHALL BE DOW ETHAFOAM- CB IS TYPE 2 54 21 LF 12 -CPEP : Li) LF C 4 TYPE 254' A 16 +38, _2.0' RT = 1 1 00% "CPE. s w : s`- _ j 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE s 1.00% SEE DR 3 RIM EL= 414:76 = DD -1 - --------- --------------------------------------------- --- ” - . :. - - - - -- -- _. _----- -- --- _ _ 1 1 FC]R.. -PIPE :.INKTAL LATIC)NI CEF:..- . 3Da S JNV 403.27 : 6 d 5',' �j 30 N INV 403.25 _ 400 : : _ 420 - - T- 420 D 2 = • _ - : _ = _ CB S TYPE 2 54" _ D A 14 +83;:2.0' RT 0 — _ _ _ EXISTING GROUND ROAD �— ------------------ - - - -- _ - - ----------------------- _ -- --------------------------- ------------------------------------------ — RIM EL 4 1.42 4 tft, 0 15 30 NINV= 403.70 = 415 -� _'. 12" SE INU- 406:52 = : 0 W z _ > 12 NW I INV 406 �2 =I ------------------ 410 _ I _ --------------------------- I � I _ � _ .� ..:.. .�_ ...... ..... ............ . � ....... .. � _ 410 = i I = =I I @ 027% 49 LF IG ?EP 0.27 = 155 LF 30- CPEP 0.28% _ 110 LF 30° CRFP I -- - - - - - - -- _ - -- 1 405 _� _ = i !� - - - -- _ - 400: SEE NOTE 9 _ _1 400 sss - a sss G w SD : G w:_ sss 1 -------- ------ - --_-- ---- --- ---- - -- - - - - - ----------------------------- -- -- -- --- --- - ------- ......._._ .._ - ro u Rey PROFILE RECOMMENDED SCALE: 1 " -20' HORIZ 3 5`� 1 " =5'. VERT : -. -... FOR APPROVAL td 8Y LD.- a i.— -;'-2 9 o ? a co WATER VALVE INFORMATION SEE DR-6 A LINE - ANACORTES N'E NE & NE co -- { CL ALIGNMENT STATION NORTHING I POB 10 +00:00 185001.34 - - / PI 18 +78.99 184978.22 1312246.47 184978.22 :� PI 21+19-93 184973.59 1312487.36 I 184973.59 1312487.36 -_ ' WV RIM= 409.48 6"WV RIM EL 409.54 - 184964.57 1313001.98 B LINE - NE 10TH ST CONSTRUCTION N - STATION NORTHING EASTTNG POB 10 +00.09 184973.59 - RIM -40 TOP OF NUT 408 22 I. �. :TOP NUT = 408.15 BOT OF PIPE 406.4 EST :BOTTOM OF 6 " ,PIPE -, .406.3 185117.24 ' O'L 185117.24 1312491.14 � 185128.78 131249L45 185114.61 1312591 "11 PT 11+66.70 C' BOTTOM =40755 WV RIM = 409.51 6"µ.m TOP NUT= 408.23 DOC 57' 17'44.81 " PT 11+66.70 185139.96 (1 2 ^ NOTES: 185296.28 1312535.35 PC 13 +25:30 _ w 1NV= 408 -25, 6" PIPE E IWV= 408.05. 6' PIPE I j 6 "W BOTTOM OF 6 "PIPE -406- EST SSMIH RIM-409.52 7� Q L �-.. m�" 1312538.64 11 T 1312438=61 VJ is SEE NOTES 1 THROUGH 10 ON DR -4. 1312538.61 ' 185321..87 1312538.61 { ,;I 9 / I.E. 402.7$ 8" N',. � e ! 1312537.92 o .� m ML, i + I 185665.76 1312537.80 2. CONNECT EXISTING 6' STORM PIPE 185617.06 1312487 "92 - -ayP= - - 3 - I.E. 40282 8" S ! E. 402,82 $ w W n i 185667.04 1312489.23 POE 24+03.66 185684.85 TO NEW C8 #8B, WITH APPROX. D Q2 CB I NEW 6' PVC PIPE 0 2,00% SLOPE. n - 2 CBy 1 NACO oo �: oar doom , y r 3. CONTRACTOR TO POTHOLE -& SURVEY _ i- - - - \ \ -� $c"sT3 t T_ 1. /� f - - °' 3 "` - ,' n ' ` TE n 3 , LOCATION OF 2 GAS LINE &DETERMINE IF THERE I ^- �� ..- ry VE ! [w 6 m 1 IS A CONFLICT IN ADVANCE OF THE CONSTRUCTION. COORDINATE WITH PSE GAS FOR RELOCATION OF. Z m 1 ti' h ` - /`/ 2 SD 4' s� - _,. - �:: '' ' .. - x_ a o ° W m I I ( I GAS LINE IN ADVANCE SEE SPECIAL PROVISIONS): ( --I - 4 SD O �: - I �O A ` !a`' �UlN. w_ � - - 1 3100 a OABANDON EXISTING UTII I Y /J 02 SD ts� - - - - - - 10 +iR a - - ANACO AVE N - OZ REMOVE EXISTING UTILITY i ®SIDEWA�IC ,_- O7 A- UVE(NE 10TH STY- b Q3 CONNECT TO DRAIN STRUCTURE �a a _ RAMP OPLUG EXISTING STORM SEWER PIPE - r __ 1 w u QSD t�UTIUTY TO BE REMOVED OR RELOACTED BY OTHERS N w _ _ I ©REMOVE AND RELOCATE UTILITY RELOCATE EXISTING SIDE SEWER IF CONFLICTING a -Z WITH NEW 'STORM SEWER. SEE DETAIL d z - - - RAMP / _. - -_ - - 2 GAS LINE - - DD 1, ®REMOVE EXISTING SIDEWALKS AND CURB AND z z : m z CONFLICT SEE NOTE 3. GUTTER AND INSTALL SIDEWALK RAMP TYPE S2A SEE RENTON STD. PLAN F -3B:„ (REPLACE CURB AND SIDEWALKS AS ' NEEDED: P LAN SEE D R 6 S E REMO N STD PLANS. , - A LINE - ANACORTES N'E NE & NE 1 1 TH ST CONSTRUCTION CL ALIGNMENT STATION NORTHING EASTING POB 10 +00:00 185001.34 1311367.79 PI 18 +78.99 184978.22 1312246.47 PI 18 +78.99 184978.22 1312246.47 PI 21+19-93 184973.59 1312487.36 PI 21+19.93 184973.59 1312487.36 POE 26 +34.63 184964.57 1313001.98 B LINE - NE 10TH ST CONSTRUCTION (� ALIGNMENT STATION NORTHING EASTTNG POB 10 +00.09 184973.59 1312487.36 PC 11+43.70 185117.24 1312491.14 PC 11+43.70 185117.24 1312491.14 PI 11+55.25 185128.78 131249L45 185114.61 1312591 "11 PT 11+66.70 185139.96 1312494.38 DOC 57' 17'44.81 " PT 11+66.70 185139.96 1312494.38 PC 13 +28.30 185296.28 1312535.35 PC 13 +25:30 185296.26 131253,55-`, PI 13 +41.30 185308.86 1312538.64 185321:63 1312438=61 PT 13 +54.17 185321,87 1312538.61 PT 13 +54.17 185321..87 1312538.61 PC 16 +49.48 185617.18 1312537.92 PC 16 +49.48 185617.18 1312537.92 PI 16 +98.06 185665.76 1312537.80 185617.06 1312487 "92 PT 17 +26.58 185667.04 1312489.23 DOC 88'21'26.20" PT 17+26 "58 185667.04 1312489.23 POE 24+03.66 185684.85 1311812.39 SEE DR -5 cm N D 111 WATER VALVE INFORMA11ON 10-*V MU EL= 410.63 PoM= 109.84 ,.. 1Ny RIM tij EL= 409.62 \ i J I � -qN i Esr � i i 1 i; i f � rn a TTOM- .16 \� N SEE 2 ' RIM 1 =x,0 , N E 1 0TH' ST I ' ; .. I , N •= 406.52. 12- TOP OF NUT = 407.44 OF PIPE= 405.65 [�Sf W = 406.39 12- PIPE. R91�f09S2 --T E 4oss4. 2- 9 s erv- 408.22. 6- \ ro aF�iu�r sue s1 8 ^ 8IX � sw IE 4oa.9 - aryls uNXNOMm 's I °s I - _ eor aE PrPE =cos 3 FSr 0 �r 1 1 ��6 ti i EE iTOOPrarr¢ si NOTE S i aF �4i 146 SEE DR-8 {3SD 2 - - - OS N Saar OF PPE=4072 Esr BOY EST SO - 2 -- -- - 6 - - r / Dtltf D.EV t 7 - - 12 - 4 OTHERS` CB -13_� I --1- -- -} ' r , w - - / 2 ' i �_ (avuv5 6 f 1 - - - -8s-B -NNE- - - - - iz _ I - -SS- - - - - - I� -- -- _ -' - ��'LTD 2 'LiNF J 23 +00 2 CB - 2 ti ! - -- \3 D { - -- �-- - -. -- - r f \8 RIM =4 52 B �P,4' 0 =- 4 0 9 ._ _ IUI.� ( RY1�41TOM 73.7�... r - .__ -__- t- I Ri�41Z47 CL aO1TOM /SED =409 OF =4 1 E5T 4 f:ONDUR S -7d� SSMH RIM =416.60 1 CONOU(I' E 5981 RW =41020 - - - '\ -- } \\ \ •••e b W BN =409.65. ,2- E.. CM- 4139. CH2M 10 ?0 e �'- gpT�bM 'j - - : - - - - , - CARNET ! W X78, tY PPE E RN- 409.65, 12- / I I.E. 407.70 8- E PK vnl CL ON= ,x4.80 N E ! 0TH ST. \ p ° - - L �-'". ' _ 5 NV 9.87. ,2- PIPE �F E 1312,3 4- -b E NV-408.84; SY PPE - I.E. 407.85 8- S t _ ' I W INV 10:,5. %PE . -_ •, �, `y f4 I \ v _ 2f. I.E- 407.65 8- W. - { - - ���111 E MN�410.17. 1 %PE -- - SSMH RM= 470.�� -_- _ iki -___ -.: \ - -. f, -. -- SD191 RY=71599 _... _ - - EL 416.25 SEE DR-7 - _I C= ,a4_,9ti i RIIA= 4 IN 4os 35 70 LE- 411.17 12" SEP- s `;° I WINV- + "1 'S TOP a-/HZO SFP.- 411.64 i 1 E g PUlS71C E INV =4m? -__ __ J'= ! S BOTTOM= 40124- �i i NORB, SSE (� i I + � 1Y CMP P= 411_11 I I 1. SEE NOTES 1 THROUGH 10 ----------- NOTES 2 REMOVE STOP StGN,, PROVIDE NTEMPORARY P I A A I 1 ABANDON EXISTING UTILITY 07 RELOCATE EXISTING SIDE SEWER IF CONFLICTING 22 LF 8' 14 LF 12" SIGN AND REPLACE AFTERiCONSTRUCTiON. 'PLAN V � Q DIP O 0.50% DIP 0 t_OOx 02 REMOVE EXISTING', UTILITY WiTH NEW STORM SEWER. SEE DETAILO N TYPE 1 SCALE 1 ° =20' Q RAIN STRUCTURE DD -1 3. PLACE 2'X2'X4' STRYRENE FOAM BETWEEN 3 CONNECT TO D B 19+13 15.4' R EL=409-52 SIYRENE'FOAM SHALL BE DOW 2 THH'FOAM 4 PLUG EXISTING STORM SEWER PIPE GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 410 _ 12' S TNV- 406.80 H5- 45,OR- ARPROVED EQUAL _ - -_ . - -_._.. _ -. 5 UTILITY. TO BE. REMOVED- OR. .RELOACTED -BY- OTHERS SEE- RENTON: "STD. "PLAN F -36. 435 RIM EL- 409:51.,. _ - O CB 8'N IE= 406.40 4. CONTRACTOR TO POTHOLE EXIST ROOF EX 12-9D .� ©REMOVE AND RELOCATE UTILITY 09 REPLACE CURB AND SIDEWALKS AS NEEDED. B 21 +42, 226' LT B 22+74.9, 14.5. LT SEE RENTON STD ` PLANS. O DRAIN PIPE & LOCATE IF FOUND. CONNECT RIM EL= 410.45 RIM EL=4128 EXIST PIPE TO CB 115A & -ADJUST LOCATION - 12° SW' INV 405.8 405 410 415 12' E INV =409.5 _ _ _ o OF CB ACCORDINGLY. IF NOT - FOUND, DELETE DRAIN 430 _ a EST I z- euac PIPE _ IX ORNN INV UNKNOWN CB 15A AND PIPE CB 12 TYPE 248` s� 70w 21 LF t . 2.c INV UNKNOWN _ - 404-St BOrEsr 5.PROTEC. EXISTING LANDSCAPING AND REPLACE B 1$ +76, 10' LT 40531 O EL UNK - 37 LF 12° ®2 RIM EL= 409.84 IF DISTURBED. 405 1.0 =10. CPEP ®1.0% " 0 12° W INV= 406.39 (IXS>� CPEP ® _ _ 425 & RESTORE EXISTING MONUMENT AS REQUIRED. CB /�17 TYPE 248° 18° SE INV= 406.26 10w SEE SHEET 9 Ii DPAN BOT 12" N INV= 406.52 (EXST) 4072 LOCATION 12° S INV= 406.30 UNKOWN i C6 11 TYPE 2 72' >- CB. 14 TYPE' 2 48° 405` BOT EST CB #16, TYPE 2 54° - - 420 CB 13 TYPE 248° B 20+95,_,3.1' LT _ B 21 +31, 3.5' LT U SEE- T i 420 RIM EL=410155 RIM EL= 410.95 CB 15. TYPE 248' aw I B 19 +02, 4.3' LT 30' N IW= 405.30 18° E INV- 405.40 RIM F1= 470.70 SEE SHEET 9 4-G BUT EST ,otir BEYOND i 18° W 1NV= 406.13 18' W INV=405.60 18 °.W INV= 405.40 a U n 18' E INV=405.30 12` N INV -405.6 - - " I r 415 18' E INV=406.13 wrrp - E 1- _ - j,- i 41.5... WIN 12 INV =40 . DOT EST w c yy svr 8° S IE 40629 sss EXISTING GROUND ®ROAD c 406:3 I I I C i EXST 12 _ - Bor ESf T �'- - Ti I POTHOLED } 410 - - - - -- -� -- - - - -'- L tt TOP OF O 405.s 410 i I I PIPE 407.71 _ - -�_ - -- o I 0 0 - - -_ - -- - -- J -- -- - - - - -- _ ___ ,OS I -- I - EXa-s 405 ' 27 LF 18' D! Ex s' sJ �cp� Es' a;• s nM :92 LF 18° CP I 17$ LF 18' CPEP III I 17 LF 12' eP 81 LF 12' CP 0.277 i 0 0.28 I @ ® 0.24% - _ ®11 J% 400 RELOCATE EXISi I 400 6' W_ SEE DETAIL RELOCATE EXIST I 8' W SEE DETAIL DD- 2 9 DD -2 a PROFILE SCALE: 1"=20' HORIZ . .. RECOMMENDED Rev i se d IQ. 2 V - V 3 Z c., FOR APPROVAL ISY ter, Fs 'CH2M HILL �. R. CHUNC �e 1'=20' ..s'T., CITY OF N'E.10th STREET /ANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM t MAr 2003 °°" �. PREfS ,Em, .J< REN TON: IMPRO�/EMENT PROJECT CH2MHILL ADDED CB -13B AND 22 LF DI PIPE. DiYC 1 -28 -03 RS amm R ADAMS Da►� Planni &7ildn Public works t �� e/ �P PLAN &PROFILE DR -6 NO. REVISION BY DATE APPR x"'�. pLATIN,amv STORM SEWER TRUNK NE 10TH ST. '°� - SCANNED MAR 2 9 zoau C /� - �z,L { ���� ; ]DI- 1212 IT ROLL ` u, I i ' co SEE DR -5 I �v I N I i c � � \ `\ j WATER VALVE INFORMATION j ! _ - 1 \ - REV =410.66 m \ L_ lih RIM Et 405.62 I I SOT OF PIPE =406.- E57 I , I - -. 10-WV RIM EL= 410.63 DIRT E' TOP OF NUT - 409.03 408.86 4 M SEE /j RIM ELEV= 410.55 t 3TTDM 1i.i8 Jf OF. NUT 40' <5 ta'wv I . �OIRI. ELEV= j��� :,� ♦ PIPE 405.6_ E_T : 2 1 V OTH ST I. EXST ROOF I. tv -406 5 2 PE OT OF J /. 408.T5 ' �41M `, INI✓ =40654 I7� P E 2 $ II EX Ca RIM 410.46 -... UNKNOWN ' 9 S NA'= 8.22. 5- CO 8-MA RIM EL 411.67.. $ - ^` �' +' S 7Ni =405 84. P E - _ 1 N O ; . PLASTIC SW '.1E =408.9 I / t f! \ TOP OF NUT - 408.5. SOT OF PIPE =406.3 EST '� 2 �B I TOVV RIM EI 410:72 SEE 2'G - �- ^. - ro I `OryT 1 S� TOP. OF WA =4'59_$2 S00 70F UT- 411 -46 i ( 8 OSD ; __ / ,- � ,. : ... I � , � -:; - 2 "G I ©S" N J SOT, OF PIPE=4A7.2., EST ( NOTE 5 I - SEE DR-8 (DCB 1 3 1 S -�f ✓ SOT' OP PIPE 40_88 Esr fl 3 : - z" - -:- - r- _ - -X -- 0.W I \ , 1 SD W 2008 , c -- x < -: 2 -c OIRr eEV \ - _ \- v D "w- (2 8'WD - ' - -- - CB 12 i O - 7 - �- - __._. !10 4 3 - F - - -- I wv - - - - -- - -- - � -.. 12 "SD ❑ -- 89-'Z`1 �iIS .' -.' -- -.L_ JYC -MVft- 4•- -= _ -_ __ - 3 SD - - -A - $ - - -, _ ®. ; 12 4 SDI T- �- - - ~- u T" 1 - -8 "s- i T + f - r_ sD ,/ ( / 2 SD I OI OTHERS, $'s- -B -NNE ` -\ �---- -1 _ =- 6 W (ABANDONED) ,2 D - -' ' 0 ' `' 7 r -VAUVE - - - -0 �I L T I SSMH RIM - 411 -_2a 4 -C \ !� -8 'S- __ __ ,.. •'`d _ -_ _... - '- ,8 5 _LING �.. / , ` -. -\ -- /'::(3/0 I =- 0_ \ - - - 1 - a _ a2- L IM. 414.80 23 +00 \ TOP OF NUi= , -\ -� 8'K'V RIM EL' 45:2 ' - - - -- -�,-,� .:.- ftIM= 412.47 CMaOTTOM /SED =40930 _'.n \'� 4 3.72 \. E \ E� ELECT ' I CL. BOTTOM- 408.28 o S \ _ �. - \ B0T OF PIPE =4 1:5' EST I _ CONDUIT! r" ' -- \ W INV= 409.65, 12" PIPE SSMH RIM= 416.60 - - - - - 1 \ - - - -, _ �, 1 GR&VV �. SE. RIM =41 ��9 I \ I n -., : k 1 / \ r' E NV =40 -84, 12^ PIPE E INy= 409.65. 12 PIPE './ I.E .407.70 8" E N E � O ! 3 1 S 1 \ m - - -_ - _. ._.___ -. 'f.... . -- -_ - , 0TE 7 WINO OM /SED 4(79.68. I.E. 407.85 8" 5 �� ryY NA �' F - TA ' I E INV- 408.84. 12 PIPE 5 INV -409 $7, 12" PIPE 0.15, Y� .PIPE I _ - - _..... -. _ : -i, /'. \\\F CONEROL - - �'. :' E INV= 410.17. 12" PIPE 407.65 8" W SSMH RM 470.89 I -RIM -4 74 -- SDMH RIM =415a9 - 1 -E- 6 CABINET SEE -..DR-7 N, CHANNEL 404.79. 1 W CL B0 - -: -:. -.. 1.17 12" CMP 5.:.. / �- - ddd_ I- -- 8 SPLASTI I I I /� / 406 35 I I.E. 41 OIL/H20 SEP- 411.64 = 407.24 i' ❑ I W INV -4 7. - - TOP / E INV 407. I BOTTOM NOTES: I 2 cONDenTS ON F- ��3 - NORTH SIDE 12" CMP IE= 41111 1 -SEE NOTES 1 THROUGH 10 ON DR-4. rL i 2.REMOVE STOP SIGN, PROVIDE TEMPORARY I--� i 1 ABANDON EXISTING UTILITY (2 )RELOCATE EXISTING SIDE SEWER IF' -CONFLICTING S1GN AND REPLACE AFTER CONSTRUCTION. O LAN SALE: 1 ° =20' SEWER.; SEE DETAIL (Y )REMOVE EXISTING UTILITY WITH NEW STORM . 3. PLACE 2')(2'X4" STRYRENE FOAM BETWEEN 30 CONNECT TO DRAIN STRUCTURE DD -1 SEWER LINE NEAR THE BOTTOM OF MHJ7. 4 PLUG EXISTING !STORM FOAM Q PIPE 08REMOVE EXISTING SIDEWALKS AND CURB AND SHALL BE DOW 2 THH SEWER P GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. ------------------------------------------------------------ -- - - - --- --------------------- --------------------------- ----------------- STYRENE FOAM- -------- - - - - - -- H5 45 OT%, APPROV€D €DUAL --. -- - - - --- - - - - ----------------------------------------- - - ---- -- - - - -- - - ---- 5 UAUTX__ TII _BE.REMCVED- :OR__RELOACTED - -BY 'OTHERS .............. 435 _ : _ : : _ : , : _ - - -- - -- _ _ SEE - RENTON -STD. KLAN F -36: - - - - B #1 4A. TYPE 1 1 1 = 4- CONTRACTOR TO POTHOLE = IST ROOF ©REMOVE=AND RELOCATE UTILITY 9032EPLACE CURB, AND SIDEWALKS AS NEEDED. - = C 14 L[ i2' B 19 +U7, 18' LT DRAIN PIPE &TOGA I I g 21 +42, 22.6 ' : LT _ _ _ DIP ® 1. : = TE IF! CONNECT :RIM EL- 410.45 = _ _ _ RIM EL =409.52 _ DEIST PIPE TO =C6 15A, & = ADJUST LOCATION -' - = = - - _ = _ SEE RE B 22 +74.9, 145' LT NTON:STT) PLANS ' _410... 1 .: - = 410 .12 SW INV =405.8 415: 32' EINV 2409:5 = -.:. -- _ 2 S 1N1�406.�3D _ OF CB ACCORDINGLY. IF RIOT FOUND- DEL€T € - - -- :. -, , ...._ = 430 _ - = CB 15A AND PIPE : _ 2- BLACK PIPE _ - - = EX DRAIN INV UNKNOWN - CB 12 TYPE 2 48' _ _ _ _ = 1 B 18+76, _ 5. PROTECT IXISTENG LAN EEOUNK N - - 8 6, 10 LT DSCAPING AND REPLACE ° 21 LF 1 :RIM EL= 409:84 = _ _, = IF; DISTURBED.:.. CPEP (� 1,0% = = _ - - s V UNKNOWN i -- 405... - _ _ - s .. _- --- X10 - _ - _ - -- ----- - - -- - - ---- - - - -- - - - - - -- -- - 405 - ----'------ - - - - -- ' 371 LF 12 W INV' 4fi16.39 (fits I) ---- -- -- - - -- -- _ _ - - - -- 12 425 - CP-EP ®1 0% = - _ - -- -: - -- ----------------------------------- -- - -- - - -- 6. RESTOR Ti _ - - -- - - - -- - -- -- - 18 SE INV =406.26 `_h = E EXISTING MONUMENT AS REQUIRED; _ = Possa CB' 17, TYPE 2 48" 12 N INV = 406.52 (EXST) = ES 1 _ - 1 = ROOF DRAIN = = _ - _ = = SEE SHEET 9 BUTW EST 12" S INV = 406.30 = a5 ;_ = = = 407.2 = UNKOWNi --------- - - - TYf? CB. 14, TYRE 2 48 °- .405 s�TE b:`ivr�r -5 420 CB Y3 TYPE 2 4B' B 20 +95, a1' LT B 21 +31, 3:5 1LT _ - _?68 =0 _ _ -SEE SST j ✓ .. - -RIM EL= 410;55 _ 20 18 B 79f02, 4.3' LT:_ _ _ : _ - _ _ T21Pd EL 410:95, _ RIM EE= 410 -10 _ = _ = 405.30 = = 18'- E INV 405_40 = _ = C@ 75, TYPE 248' _ _ 8"W 78' W= INV = 406.13_ : : NV= 405.60 : 18" WINV- 405:40 = - _ _ = 9 - _ SOT SS = 10 w BEYOND - --- --- ----- -- - - _ NI 18' W I SEE SHEET Esc - le €-aNv45.3D- n sss I i i_ 4 1$ €:1NV 4116.13 - -- -- -- -- -- - - - - -- - -- ._ - - -- - a2 N INV -405 6 " - -- - - -- - -- - -_ -- -- --- - -- - - - - -- -- - - -- _ - - -- -- - - - - - -- - -- - - - ----------------- ----------------------------- .._� r:.:..0 --------------------------------- 15 = 12 N= INV = 406.66 = = _ _ =s w = 415 _ EXISTING GROUND @ ROAD _ _ _ ;aOT EST w 1 _ = W I I = = = I _ EXST 12 F a I L - - -- - UNK 063 30 05.6 J _ _ - _ = I - S °. SSS - _ - - - 4 1 _ _ _ - _ _ _ _ _ 1 1 ----- -_ -- - - ---- - - - - --, -P 410 _ ! _ = T - TOP OF= - 410 9 i I 1 € i PIPE Q7_7t _ - _ - -- _ -- - ------ -- --- - -- _l- _ _ - _ _ _ _ _ SSMH - - - - - - -- - -- - - _ - _- - _ __ __- - ______- _4,____ ____ __ _. ___ 405 = I = _ - - - _ - - _- - '_� _ _ _ 7 sJ 405 }7 II EX 8 27 LF 18 DI - s1,Ir, 192 LF 18" CPE I = ® O.27% 36 LF 18 CPE T 78 LF 18° CPEP;I - =17 LF 12' CPEP 81 LF_12° CPE _ @t 0.28% _ _ -- _ _ . -- --- - -- - --- --- - -- - - -- - -- @- _ 0.28 %. - ® 0.24% ®71 7q ®2 96� 400 RELOCATE EXIST _ - _ - -------- - --- -- -- - - - -------------------------------------------------------------- --- - - - - -- ----------------------------------------- - -- - - -- -- --- - -- ---- 6' W: SEE DETAIL = RELOCATE EXIST 8" W SEE DETAIL: - - - - 400 - - �. DT> -4 -- - - - - -- - - - - -- -- - - ---------------- --------- --------- -------------- ----------------------------------------------- ._... --------------------------- -- - --....--------------------------- ------------- - - -- _ - - -- - - - - -- - - - -- - - - -- ------------------ J DD -2 *v lied PROFILE 3 S,F'riq SCALE: 1 " =20' -HORIZ RECOMMENDED 1 " =5' VERT FOR APPROVAL �, _28 a3 BY D S M \ 5.114 ��OliAt BY s CI I Y OF c F1lPIREC� 9-Zs -o flseeeCH2M HILL ET /ANACORTES AVE. N.E. MAY zoos T N.E. 10th STRE R. CHUNC RENT�N DETENTION POND AND STORM SYSTEM J. PRETS� IMPROVEMENT PROJECT o.�ciu CH2MHILL IMPROV �- t DIATUM -_erks Dept R. ADAMS ( Planning /Building /Public w p PLAN & PROFILE DR-6 N0: REVISION BY DATE APPR w 8 17 r. PunN � STORM SEWER TRUNK NE 10TH ST. SCANNED NAR-2 9 u" n , ; iJ - s 66 a� _ �.... _ _ m_ _ �=a_ � u , di � NOTES: N 1. SEE NOTES 1 THROUGH 10 ON SHEET 5. N I 2. UNKNOWN PIPE. CONTRACTOR TO EXCAVATE N 2' BACK AND PLUG AFTER HOME SIDE SEVER L1. HAS BEEN INSTALLED. 3, FOR DETENTION POND SECTIONS, SE DR -9. I 4. FOR GRAVEL ROAD SEE DETAIL 1 DR -9 te 2 I 5, FOR ASPHALT ACCESS ROAD SEE DETAIL DD -1 6. FOR PLANTING, SEE L -1. 7. DEFLECT NEW FENCE AROUND EXISTING TREE AS NEEDED. OLIMITS OF ASPHALT PAVING FOR ENTRANCE RAMP i N 165293.0 E 1312642.6 A w w m m 0 z a J O GRASS 6' IM N c 3 6' MIN: 2 :1 MAX- 0 ABANDON EXISTING UTILITY EE 17 TYPE 2 48" APPX SEPTIC TANK RESTORE DISTURBED 1 [ � � `: CB # REMOVE EXISTING UTILITY LOCATION AREAS WITH SOD p°R- B 24 +06, 1.4' LT - ......... - ------------------------------------ I_ _ :.................. ...........RINC -1 L-_ 419:69....: CONNECT TO DRAIN STRUCTURE I 12" E INV 410 8"W ABANDONED = - - .9O (EXST) ABA (a)PLUG EXISTING STORM SEINER PIPE { �- 12" N INV= 410.90 CB #17k TYPE 1 OUTTUTY TO BE REMOVED RELOCATE U RRI OACTED BY OTHERS 12" W INV =471 90 CB #77� TYPE 1 B 24 +10,.10' R7 t2 :NE..INY =416 59.__.B .24+14,_.8 1' 17 BLACKBERRY REMOVE WOODp I C 12" SE INV = 415.90 RIM EL =420.3D SE 1NV =4IE_01 _____ ------ QRELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES FENCE, REINSI�ll E e : SE INV =417 75 WITH NEW STORM SEWER_ SEE DETAIL t_ C c'w ACTOR TO POTHOLE E = ONTR DD -1 SURFACE BASEMENT DRAINS ?) a tl I f ..__ - J_ 0"w_.amNFIRM.EL.. ... _eiPX.... ®REMOVE EXISTING SIDEWALKS AND CURB AND CLEANOUI LOCATE AND CONNECT F + (,� _ :420 EXISTING BEFORE CONSTR !- i 420 = GUTTER AND 'INSTALL SIDEWALK RAMP TYPE 2A. 2% IN w �r" GROUND SEE RENTON STD- PLAN F -3B. I c t v, `* - 2-G, UNK' QREPLACE CURB AND SIDEWALKS AS NEEDED. BID ITEM ABANDON EXISTING 1 SEE RENTON STD PLANS. SEPTIC SYSTEM. INSTALL NEW -- GRAt71 ED / - - .. . . SIC_ SEWER FROM HOME : 415 38 LF 12" DI 415 PRESERVE TREE,`: B 23+91, 80' LT TO SEWER MAIN.' END I . ¢� i = BEVELLED 5.61% 0 1 F LF 12" CP€P : RELOCATION 1 NI E PIPE END .0 11 BEGIN RELOCATION COATED CHAIN OF EXISTING p = LLI - .................. ............:_.............. - -. LINK FENCE - ----------------- -- -- - - -__ OF EXISTING WIRE TYPE L SEE WIRE FENCE. -- p (n :410 410 _ T FENCE STD. PLANS SEE- y € : s °S NOTE 7� F i 6 78 LF 12 EP APPX -- - i ff CITY __... .. .. .... . ................... ......... :.......... - --- 486% P CAUTION SEWER 405 _ - -- ............. .__........................... .... DO NOT DISTURB . _ a -V-,END REMOVE - �ROCK'PAD AT _ WIRE FENCE _ = CB 16 TYPE -2 54" - - E�(1STING' TREES - N _ p J : PIPE EN0. SEE SEE E 1312613.3 , p 2 4 RT = - R 23E+22 5 1 i, NOTE2 I _ .............. - - -- .......... -.. ..._... ....... - ----- ---- - - -- - - -, _ -9 : -IM L 414 43 - ,- - DR 12" E NV 409 50 I _ : 12 W INV - 410.50 �- I 12" NE INV. 408.25 = 12 S INV X09 87 (EXST) - ---- -- ... 2' SW iNVL41t :O - -- - - - -- CB 16 TYPE 1 - B 23+05.5, 115.6' RT INV= =407 50 63.6 LT 9 RIM EL =413.8 BEVELLED PIPE END ABND 8"W 12" NE INV= 411.08 p'-. -- �- - • � ---- E><+STIN6 GR-0k1N0 -- - - -. ......­-------------- N 1312781 - _ -_ -_. -------- ... _.__ - 73127815 E 1372781.6. Vi.µ QUARRY SPAiL- -S .. FINISHED z c + c 3 CB 41 GRADE D = ELS UNK AP pp 5 415 MODULAR. ACC -ESS- _RAMP, p _ ,o P DIP : BLOCK WALL SEE \ °'� : O ' X EL LF 12" , ------------- _ - - - -__ -- - - - - -- ... .. '... __ - - - -- ------ - ... SEE DETAIL U - - :5 SHEET DR -9 : =410 = _ 410: _ DD -2 N 185M.s = ,E, 1312740.7 _ = - tF 12" 72C-PEP-7 EX 12„ N 1ffi137.1 _ - - ° - E 13127723 N 1850969 'N'YB.5067.6 - ` _ ROCK P AT ® '1 DD% _ ,3,z73a, _ - - POND BOTTOM I f EMERGENCY OVERFLOW C� I E ,3,z7s61 N �aso365 ' _ - - 05 PIPE END, SEE J - -- N 185751.1 _---' _. � _ _ _________ E 13127298 �� 40 EL -N \ SPILLWAY, SEE - _. -.� 4'7.� •Yi - OVERFL -ow- STRUCTURE _ _ _ _ _ = L_ = i APPX alaiz2 N ,852227 - ®a6sn _. _. .o I [. 5 _4 DR -9 - 5 - - E 13127?2_8 f- - N las2a,.+ DR -9 )- - I .. pp CB 1!9, TYPE. 2- 54' CB 15, TYPE 2 48 I' DR =9_ FLOW CONTROL CB 18, HYPE 2 48 B 23+D9, S:7 LT ®+lzs [L' +i zl x ,eszaz.6 - M�k ^7 : t, _< 'S-w- - - -------------------------------- - 23 - +52, 12' - -LT _ - -- --- - - - - -- - - - --- - - -- $ 23+36 -36- {T-- " - : - E 1312709.6 _STRUCTURE . RIM EL 413.91 EL alss N iffiW69 }NV- 405.80 RIM EL- -413.5 E 131272,8 1FVF11 FND B 23 +21.6, 77' LT 12" E WV =408 50 EDGE OF '"' - Eisz°ias "" 78 _ : - RIM EL= 413:65 _ lQ° NN INV = 405.91 18" W INV =405.83. FD PIPF N 1 12MI- 0....16 - - 18 SW INV 40597 GRAVEL E 73127'11.6 N 18.034 EL aY55 l ROAD - .18' NE INV .406.00 18 NE INV 406 50 18" NE INV = 405 83 a73.s ff N ,asz238 - _. •.�,E 3 CB -- -- - --- - - - -- 415 - - - - -- - -- - - - -- 18 °- SE-- INV=406:04------------------_-- I -12" N1d� -1NV =•409 }3 - -- 415 O EXISTING 213 �.6 N� N 12' GRAVEL ACCESS ROAD - _ N1 �; GROUND - EXISTING GROUND \ FINISHED PIPE : _ ,a w m� GRADE DEBRIS aos.BST _ 7 6A - - - - -- _ l - DOUBLE 20 ies6ozz BARRIER--- GN 410 f , - ! �C'' 5 410 O 2:1 MAX (I P) Fl_OW CONTROL' COATED CHAIN 3726603 a1 0 0 I = ± STRUCTURE, SEE LINK GATE: SEE �c.� 25 LF 18° O, 1 I NS: -ZS I B 23 28.1 1T LT EPEP ----- -66 -LF 18' CPEP : 45 LF t8 °- CPEP.------- -- 49--- LF }8q-CPE = = 405= @ :- 0.30% @ 0.20% ®'0.26% CITY STD. PLA EG. ASPHALT : @ 2.00% 405 DR -9 ASPHALT ! ICCE- ROAD ACCESS ROAD l I *ATC i EXISTING : _ ROCK PAD AT: : : = ?"C 4"G 4"G I - BE = CB 20 TYPE 248" PIPE END, 'SEE � -� ON CAUTION GAS LINES' I as _= __OYERFLQW... _ -- ----- ]--.- ........... ---- -..........- -­----­---------- ------- - - s rI BEG REMOVE STRUCTURE, SEE " z WIRE FENCE B 23 +53, 54.7' LT DR -9 DR -9 S TOP OF STRUCTURE = 411.50 SEE OR -6 18" SW INV =407.0 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW PLAN PROFILE SCALE: 1' =20' SCALE: 1"=20' HORiZ nReid ,yp, 1 " =5' VERT RECOMMENDED FOR APPROVAL -BY. a,..::Y .S-Z6 -4 F 39578 �" 0 el gy sY7A11 TONAL E%PIRES Y 2 >'� awetffi � - rove CH2M HILL ,®�, , N.E. 10th STREET /ANACORTES AVE. N. E. : MAY 2003 CITY OF R. CHUNG DETENTION POND.AND STORM SYSTE." _ � RENTON A ,, ILL ro,.r J. PRETS IMPROVEMENT PROJECT woe ro� R. ADAMS� --�� DATUM r�a>rE.a Planning/Building/Public Works Npt DETENTION POND PLAN DR-8 NO. REVISION BY DATE APPR T. 'PLATIN - -. >T.._. y,Ne@ Qe 10 17 a i i „ T D N nl (a to rm CM n N cl) COATED CHAIN ]INK FENCE TYPE 1 420A---------- ---------------------- ......... ---------- ------- ........ ------------------------------------------------- ----------- ------------- ................. ....................... ------------- -------- NORTH PL ExisTiNG GROUND Al �5_ ------- ---------------- ------------------- ------------- ......... ........ --------------- -- ------- ------ ------- ----------- ------------------------------ ,-FINISHED ------- 410.: -. --- ---------------------- ------------------- : -------------- ------- LL, .. c� -------- ---------------- --------- -------------------- -- -- --- -------- --- GRAD ---------------------------------------------- -------- MIf)DDLAR..BU)M__WA ..SEE.SECILON.0 - - ---------- l'-G" TOPSOIL. TYPE A- SPECIFlaTIONS. EL N405_5 40J = 7 -----­----- I ------- ------------------------------- ------------- COATED CHAIN LINK FENCE TYP 1 _E ROUND MANHOLE COVER WITH PL SOUTH LOCKING BOLTS MARKED 'DRAIN' ---- ---- ------------------- -- --- - - - - -- 420.__..._..... .... (SEE CITY OF RENTON STANDARD PLAN BR-04) HANDHOLDS 4" MIN --------------- 16* MAX OVERFLOW ELL,­411.5 TOP OF RISER PIPE STANDARD GALVANIZED ELEV. STEEL LADDER/STEPS 41 ------------------------------------- -0 ----- ...... -------- 2' MIN ;A ------------------------------- ----------- ---- ----------------------- I ­----­---------------­ ......... -------- ..... .... ----------------------------------------------------------------------- ---------- - ---- - S ECTI 0 N i A-A - - - ----------- - ­1 ­--­ :­ --- ----- ------ ----------------------------- ------------------------------------------------------------- - ---------------------------------------- ---------------------- - ---- ------------- ------------------- ------------------- ------------------- ----------------------------------------------------------- ------------------------------------------- CHAIN LINK FENCE TYPE 1 469.5 425 ---------------------------------------- -------------------------- ----- ----------- -------------- ------------ ------ ---- -- -- -- -- ---- ------ ------- --- lffk§f ----------------- : ------------------- ------------------- ----------------- - --------------- ------------------------------------------------------ ------- MODLYM BLOCK EXISTING 420: --------------- --------------------------------------- COAIM ------------------ ------ - ----- - ------------ --------------------- ------------- ------------------------- ------------- ----------------- - --------------------------- --------- -------------------------------------------------- ----- ------------------------------ GROUND--_� CHAIN LINK FENCE TYPE I BASE COURSE OR NATIVE 415 :WEST PL - - - -- - -- ---- - -------- -------------- --------------- --- --- -- - -- — ---------------------- ------------------- --------- - -- --------------------------- I ----------------------------------------------------------------------------- ------------------- ------ ----------- ----------------------------------------------- --------- ------------- jIATERIAL 6' CS IC EL 413-5- I;Nu WATER SURFACE ELEVATIONS POND BOTTOM EMERGENCY OVERFLOW WS EL412-5 EL= 405.5 410- 3 OVERFLOW WS EL411.9 ---------- f --- 0___lOpSOIL__: ... --------------- .......... ................... ............. -- ------- ---------------- 11TWOC-BERM - ------- ------- ----------------- --- --------- ------ TE47fi-.5- --------------------- ------- 3 TYPE A_ SEE AND ACCESS ROAD- SPECIFICATIONS- SEE DETAIL FINISHED GRADE EL 405-5 :SECTION: C-C ----------------------------- ------------------------------------------------------------------------------- ------------------- ----------------- ------------------- -- -------------------- ------------------------------------------------------------------------------------------------------------------------------------------------ ------------ - ----------- ( ------ - SEC TOP OF SPILLWAY - 13 -TIO N 13 ----------------- - - ----- -- --------------------------------------------------------------------------------------------------------------------- ------ ---------------- ------------------- ------------------- ------------------- 3 X3 PROFILE EL 413-5 TOP OF SPILLWAY EL 412-2 SCALF- 1-=20' HORIZ T�IC�KACI 1 ° =5' VERT CONSTRUCTION G;E0TE)fflLE ENT EROSION CONTROL (CLASS A \-3- THICK ACIP Ili SEE FOR PERMAN EROSION PL ENLARGEMENT 12' WIDE MAX CL B BELOW ELEVATION REMOVABLE WATER–TIGHT COUPLING A PLATE WITH ORIFICE As SPECIFIED XELBOW DETAIL PLAN VIEW CB #19 FLOW- CONTROL STRUCTURE SCALE: NTS SEE RENTON STD DETAIL BR-04 XX FOR NOTES AND OTHER DETAILS -4%4%AAAP I A INV ELEV_ 410.50 WITH PIPE SUPPORT (S 0 ORIFICE DIA= NOTE 3) Yx .075- NOTE 1. CONTRACTOR TO PREVENT RIP RAP CLEANOUT GATE. SHEAR GATE ALUMINUM OR .079" EL 4,,,� -74 2 8" DIAMETER MIN- STEEL TOP (SEE CITY OF RENTON (CLASS C) SECTION FROM EXTENDING THROUGH THE ASPHALT PAVEMENT, AND PREPARE A SMOOTH SURFACE ON WHICH TO PLACE THE ASPHALT. STANDARD PLAN BROS) OUTLET PIPE INLET PIPE ESTIMATED DEPTH OR PIP INVERT ELEV. \—INVERT PER PLANS 0 ELEV. OF ORGANIC [�:qR\ I I iv 0% PER PLAN SEE NOTE 54 "o n YS --EL-411.50 RESTRICTOR PLATE CH211 }BILL It CHUM SUBGRADE N, WITH ORIFICE DIA=1.5" CITY OF FINISHED GRADE 3 SECTION A-A t REMOVABLE WATER–TIGHT COUPLING A PLATE WITH ORIFICE As SPECIFIED XELBOW DETAIL PLAN VIEW CB #19 FLOW- CONTROL STRUCTURE SCALE: NTS SEE RENTON STD DETAIL BR-04 XX FOR NOTES AND OTHER DETAILS -4%4%AAAP COMPACTION V_0" TOPSOIL 4" CSBC MIN )II '-COMPACTED -DEPTH 2% BERM Amn APrFcS TOP OF BERM EfE3 ROAD DETAIL Ir Irm/NSTRUCTION / / / SCALE: NTS xx 3957B GEOTEXTILE FOR PERMANENT I E*WS 4 -Zf-44 j EROSION CONTROL (HIGH SURVIVABILITY, CLASS C) CH2MHILL 4 4 I I I I--- POND BOTTOM CONSTRUCTION EOTEXflLE LRIP CB #20 EXISTING GROUND -\ SURFACE 0 TOP OF BERM 13'-0" NOTE 1. CONTRACTOR TO PREVENT RIP RAP SEE RENTON STD DETAIL BR-13 XX I EL 4,,,� -74 2 2% EL 413-5 -- 3 /-l'-O" TOPSOIL TOP EL 413.5 {BEYOND) OF SPILLWAY EL 412.2 (CLASS C) SECTION FROM EXTENDING THROUGH THE ASPHALT PAVEMENT, AND PREPARE A SMOOTH SURFACE ON WHICH TO PLACE THE ASPHALT. FINISHED GRADE lF 4" CSB ESTIMATED DEPTH 3" ACP CL B BY 1-28-0-3 SCALE: NTS XX _77_� PREPARED OF ORGANIC [�:qR\ SEE NOTE 1 n YS --EL-411.50 CH211 }BILL It CHUM SUBGRADE N, CITY OF FINISHED GRADE 3 t FINISHED GRADE FINISHED EXISTING 48"0 AS REQUIRED EMBANKMENT) PLACE POND I -2'-3'± EXCAVATE EMBANKMENT ORGANIC LAYER FILL SEE (DEPTH AS REQUIRED SPECIFICATIONS. BY ENGINEER) BOTTOM Vt E�lj GROUND SURFACE —A PLACE POND EMBANKMENT FILL EXISTING PR 4'-0" GROUND SUBGRADE _6. FSURFACE IF —6" MIN COMPACTION V_0" TOPSOIL 4" CSBC MIN )II '-COMPACTED -DEPTH 2% BERM Amn APrFcS TOP OF BERM EfE3 ROAD DETAIL Ir Irm/NSTRUCTION / / / SCALE: NTS xx 3957B GEOTEXTILE FOR PERMANENT I E*WS 4 -Zf-44 j EROSION CONTROL (HIGH SURVIVABILITY, CLASS C) CH2MHILL 4 4 I I I I--- POND BOTTOM CONSTRUCTION EOTEXflLE LRIP CB #20 — OVERFLOW STRUCTURE 4'� 0 iil ?I)[=-= FOR PERMANENT EROSION 1110 ?I) RAP SCALE: NTS SEE RENTON STD DETAIL BR-13 XX I CONTROL HIGH SURVIVABLILTY FOR NOTES AND OTHER DETAILS (CLASS C) SECTION REMMM04DED FOR APPROVAL EMERGENCY OVERFLOW SPILLWAY BY 1-28-0-3 SCALE: NTS XX BY CH211 }BILL It CHUM AS SHOWN CITY OF N.E. 10th STREETIANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM MAY 2003 — _1J. RENTON PRETS IMPROVEMENT PROJECT R_ AaAMS I %nning/Bulding/P"ic Works DETENTION POND CROSS SECTICNS DR-9 NO- REVISION BY DATE APPR rim T. PLATS AND DETAILS SCANNEE64R 29 Z•., IDI- "s I uw&v Arm NOTES: Q 1 1. PRESERVE AND PROTECT VEGETATION NOT INDICATED FOR REMOVAL. cN ; 2. CULTIVATE SOIL IN CLEARED AND GRADED AREAS TO A MINIMUM DEPTH \ OF 12 INCHES BY HARROWING, SCARIFYING, DISKING, OR OTHER I- METHODS. cL 3.OWNER'S ENGINEER SHALL APPROVE FINISH GRADES BEFORE > LANDSCAPING. 7 1 4. HYDROSEED GRADED AREAS WITH MEADOW SEED MIX BEFORE INSTALLING (0) I PLANT MATERIALS. 5.OWNER'S BIOLOGIST SHALL INSPECT PLANT MATERIALS UPON DELIVERY. 6.INSTALL PLANT MATERIALS AS SHOWN ON DRAWINGS. LAYOUT OF TREES E AND SHRUBS SHALL BE APPROVED IN FIELD BY OWNER'S BIOLOGIST PRIOR TO INSTALLATION. 7.INSTALL 3 -INCH DEEP, 3 -FOOT DIAMTER RING OF BARK MULCH AROUND ALL PLANTED TREES AND SHRUBS. 8.1-ANDSCAPING SHALL BE IN ACORDANCE WITH SECTION 8 -02 ROADSIDE PLANTING. i 9- REMOVE ALL BLACKBERRIES IN THE WETLANDS BUFFER AREA BY 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 EXCAVATED AREAS WITH NATIVE, CLEAN TOPSOIL TO PRE- CONSTRUCTION I ELEVATIONS_ 1 10. ON POND SIDE SLOPES, APPLY MEADOW SEED & FERTILIZE PRIOR TO INSTALLING EROSION CONTROL BLANKET. I r - Y T FR0 E EAR TO I I Pinnt hAntArink I ist 11. IRRIGATION SHALL Bt PROVIDED B CON RACTOR 0 ESTABLISH THE VEGETATION. f 1 I EI I €€[ I COATED CHAIN I LINK FENCE (TYP) I SYMBOL COMMON NAME SCIENTIFIC NAME TYPE MATERIAL QUANTITY © WESTERN RED CEDAR THUJA PLICATA TREE 4-5', CONTAINER �/ f 6 _ - - .. . _ . . _ - LEYLAND CYPRESS CUPRESSOCYPARISLEYLAND2 TREE 2" CAL. BB 7 1 ) DOUGLAS -FIR PSEUDOTSUGAMENZIES2' TREE 4-5', CONTAINER ■ — _ . _ '' -.--.--.. MOCK ORANGE PHILADELPHUS LEWIS2 TREE 3" CAL. BB 7 _.. - -- - -- - -- - -. .. i __ - -- ----------- __ - ---- --------------- ................................. - OREGON ASH FRAXINUS LATIFOLIA TREE 3 GAL. CONTAINER 11 /OO 1 0 1 RED OSIER DOGWOOD CORNUS SERICEA VAR. SERICIA SHRUB 5 GAL. CONTAINER 5 CAMELLIA CAMELLIA JAPONICA SHRUB 4- 5'CONTA$dERiBB fv OEVERGREEN CLEMATIS CLEMATIS ARMAND2 VINE 2 GAL. CONTAINER 9 I NOTES: BB: BALLED & BURLAPED -� \ -_ __ Meadow Seed Mix ------------ - - - - ___ - E ET SFF� L2 I ! i F , 29.4 _. - FESTUCA OVINA.DURIUSCULA'EUREKA' 8.8 RED FESCUE FESTUCA RUBRA 5.9 _ - - .. . _ . . _ - - - SEE TYP) - - DUTCH WHITE CLOVER - -�. 2.9 1 ._ TRIFOLIUM FRAGIFERUM 'SALINA' ■ — _ . _ '' -.--.--.. ..__.. _ - . — -_ . - I - - -- - .---- ------- - - - - MEADOW SEED -Mix _ - - - : ;_. _ MkAli9Nf _SEER idlX --- _ - -, - -_ -_ -'_ - -- - -_ -_- _ - -_ -- - --- - - -- - - I---------.-- . ........ .. - _ __ _ _ ---- - - ----- - - - - _ - -------------- - -- - - - - -- -------- - -- _ .:._::. - -... ..- - -- -_ - --- - - --- -------- -- -- ---- -- - - -- - - - -- - -- - - - - -- ------- -- -- _ - ------ - - l _.. - -- - -- - -- - -. .. i __ - -- ----------- __ - ---- --------------- ................................. - -- -- - - -.._.._...._._.............. _._ - - I 1 Offal L_ 74 -r1 1 A COMMON NAME SCIENTIFIC NAME PLS , (per acre DWARF PERENNIAL RYE, BARCLAY OR PR8820 L LIUM PERENNE VAR. BARCLAY OR PR8820 O 29.4 EUREKA HARD FESCUE FESTUCA OVINA.DURIUSCULA'EUREKA' 8.8 RED FESCUE FESTUCA RUBRA 5.9 COLONIAL BENTGRASS AGROSTIS TENUIS 0.6 DWARF YARROW ACHILLEA MILLEFOLIUM 0.6 DUTCH WHITE CLOVER TRIFOLIUM REPENS 2.9 SALT NA STRAWBERRY CLOVER TRIFOLIUM FRAGIFERUM 'SALINA' 4.7 SWEET ALYSSUM ALYSSUM MARITIMUM 2.4 ENGLISH DAISY BELLIS PERENNIS 1.2 BABY BLUE EYES INEMPHILAMENZIES2 2.4 WEED SEED 1 DETENTION POND LANDSCAPING 1 0.3 A•J; :: OTHER CROP SEED I 1 0.9 Notes PLS POUNDS OF PURE LIVE SEED HLOCK WAtl- _ - - -- -_ . _ .- - . - --- - - M1 w_ .. __ : _ a \ - - vr_SEED-MIX= = CID \ O . Z _ - - - - -- - -- - - - - -- - - - -- - - - -- - - � -------------------------------------------- - _ _ mo - - M - ._.._ ___ -- ____ __________ l _ ) � I p - - 12' GRAVEL ACCESS ROAD O _ I - / 9_b SEE NOTE 9, j THIS AREA. I I [ I 1 I I E w 0 1 I m i I I o O PLAN SCALE: 1 " =20' n Reid 3' oS Y� £ orleAL QTNRES 4 -2"'f CH2MHILL N0. REVISION CH2M HILL R. CHUNG OR SHRUB 1 PRETS I R. A.S T. PLATIN a °� 1 ly- ROOTBALL T 1.5 TIMES ROOTBALL WIDTH I omi 1 60 1 CONTAINERIZED TREE OR SHRUB (TYP) SET ALL PLANTS AT NURSERY LEVEL (TYP) 3 -FOOT DIA RING, 3" OF BAR TOP DRESSED (PER SPECS) SHRUB BED SOIL PREPARATIOl' DEPTH (SEE SPECS) FINISH GRADE FINISH DEPTH PER SPECS REMOVE CONTAINER COMPLETELY NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC MULCH UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) ti Q TREE OR SHRUB INSTALLATION RECOMMENDED N.T.S. -- FOR APPROVAL BY - 28.03 B- fL9'?e►� CITY OF N.E.1Oth STREET /ANACORTES AVE. N E. ' MAY 2003 RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT, Planning /Building /Public works Dept. DETENTION POND LANDSCAPING L -1 PLAN 15'-17 SCANNED IAO 29 2CAi! CQ : (� - 2Z"-o1> L 1 to m N N ;` N d z 0-05 Fi-/FT ; MINIMUM SLOPE POSSI8LE CLEANOUT -� SEE NOTE 5 45 MAXIMUM \—REMOVE CONFLICTING .'lam SIDE SEWER EXISTING TEE 6 NEW STORMWATER PIPE SEE NOTE 1 RELOCATION ABOVE NEW STORM PIPE (TYP) SEE DRAWING BELOW FOR DETAILS AND NOTES ASPHALT ACCESS ROAD SCALE: NTS XX ASPHALT CONCRETE PAVEMENT CL B, 0.3' SEE NOTE 5 COMPACTION DEPTH 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT �1T! l�lb PURPOSES ONLY- THEY MAY VARY FOR EACH CB. CSBC, 0.5' MIN -112" EXISTING COMPACTED DEPTH ASPHALT ACCESS ROAD SCALE: NTS XX 12" CPEP TO DOWNSTREAM 12 FROM CB 16A SCALE: NTS � XX J� � 12° CPEP / 12" CPEP TO POND TO POND ,� 1/12- 2T FROM i /jam CB 17B jr 12° FROM UPSTREAM FROM CB 17 REMOVABLE PLUG, SEE NOTE 3_ �12° EXISTING BEVELLED END POSSIBLE CLEANOUT } SECTION SEE NOTE 5 12° CPEP 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT EXISTING SIDE SEWER TO DOWNSTREAM ° PURPOSES ONLY- THEY MAY VARY FOR EACH CB. NOTES: -112" EXISTING REMOVE CONFLICTING 1- INSTALL SADDLE IF EXISTING TEE IS NOT FROM UPSTREAM t3 °f SEE NOTE 2. SIDE SEWER USEABLE FOR RECONNECTION. SADDLE W /6° TEE (ROMAC OR APPROVED EQUAL). SECURE TO NEW STORMWATER 3' - CONNECT SIDE SEWER MAIN WITH STAINLESS STEEL BANDS. TAP THRU MAXIMUM LENGTH PIPE OF FIRST PIECE OF ,� ,' ,, -'�,,- ,- WITH ELASTOMERIC SADDLE_ 2_ CONCRETE BLOCK REQUIRED AT NEW SADDLE STRAIGHT PIPE 'Z -� FLEXIBLE COUPLING WHEN ANGLE AT MAIN EXCEEDS 25'_ SEE CITY BEND IF NEEDED -�� 3" 5 INSTALL DETAIL DWG BR39. 6 °x 4- REDUCER, 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: EXISTING TEE �� -�% IF NEEDED POLYVINYL CHLORIDE (PVC) SDR 35 OTHER SEE NOTE 1 MATERIAL, AS APPROVED BY CITY INSPECTOR. -1/8, 1/16, OR 1/32 4. FOR 3" SEPARATION INSTALL 1'X 2' X 2" 0.02 FT /FT BENDS AS NEEDED THICK STYRENE FOAM BLOCK BETWEEN NEW 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 SEWER MAIN EXTEND NEW 6" SS TO BEHIND SIDEWALK AND INSTALL CLEANOUT PER CITY DETAIL DWG BR33_ 6. ALL SIDE SEWER RECONSTRUCTIONS SHALL SIDE �/ SEWER RELOCATION (TIP) ��� BE APPROVED BY CITY INSPECTOR. 12" CPEP TO DOWNSTREAM 12 FROM CB 16A SCALE: NTS � XX J� � 12° CPEP / 12" CPEP TO POND TO POND ,� 1/12- 2T FROM i /jam CB 17B jr 12° FROM UPSTREAM FROM CB 17 REMOVABLE PLUG, SEE NOTE 3_ �12° EXISTING BEVELLED END C816 PLAN VIEW - CB17 } SECTION NOTES: 12° CPEP 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT TO DOWNSTREAM ° PURPOSES ONLY- THEY MAY VARY FOR EACH CB. CB 16 4 -112" EXISTING REMOVABLE PLUG, SEE NOTE 3. FROM UPSTREAM t3 °f SEE NOTE 2. MAX 1' -6" OR 1/3 NOMINAL PIPE DIA WHICHEVER IS GREATER �`p- 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP STANDARD PIPE ADS #1233AA OR APPROVED EQUAL. 1 12" FROM JOINT SCALE: NTS CB 17A PLAN VIEW - C816 PLAN VIEW - CB17 NOTES: 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT TO SCALE AND ARE SHOWN FOR SCHEMATIC PURPOSES ONLY- THEY MAY VARY FOR EACH CB. 2. THE CENTERLINE OF CB 17 SHALL BE OFFSET FROM THE EXISTING 12" STORM PIPE TO THE EAST TO THE DIMENSIONS SHOWN - 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP ADS #1233AA OR APPROVED EQUAL. DETAIL — CATCH BASINS 16 AND 17 SCALE: NTS XX iteid.q,, j ,SAS 3" 5 At EORES - 15-09 CH2MHILL i • s_ USE RUBBER GASKI=I ADAPTER OR RUBBER BOOT CONNECTOR FOR SMOOTH WALL PVC AND HDPE PIPE TRENCH EXCAVATION SEE DETAIL FOR PAVEMENT PATCH q a BACKFILL MATERIAL NATIVE IF IT MEETS SPECS, OR IMPORT PER SECTION 9 -03.19 (BANK RUN GRAVEL). NEW STORMWATER PIPE PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR THERMOPLASTIC PIPE T EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATF'7.AL MEETING SECTION 9 -13.6 QUARRY SPALLS NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED_ CPEP STORM PIPE TYPICAL TRENCH BEDDING AND BACKFILL SCALE: NTS XX NON SHRINK GROUT- DRY PACK FROM EARTH SIDE- WATERPROOF BONDING ANGENT OVER EXST CONC_ SURFACE BEFORE PLACING- NOTE: AT EXISTING MH'S AND CB'S CUT OPENING IN WALL AND REMOVE ONLY ENOUGH REINFORCING STEEL TO INSTALL PIPE. MANHOLE AND CATCH BASIN PENETRATION AND FLEXIBLE JOINT DETAIL SCALE: NTS XX CH2M HILL ®L � AS SHOWN GHUNG J. PREIS R ADAMS sago REVISION BY DATE APPR — T. PLATIN - MANHOLE OR WATCH BASIN PIPE PLUG Hl SEE NOTE 12° MIN AT MANHOLE OR CATCH BASIN 3° MIN CONCRETE PLUG PIPE - PIPE DIA OR I12° MI 6' WHICHEVER IS GREATER MIN CUT PIPE END 71���� NOTE: - IF THERE IS NO CHANNELING FOR THE PIPE BEING PLUGGED, STEEL TROWEL THE PLUG TO A SMOOTH SURFACE CONFORMING v TO THE INSIDE SURFACE OF THE MANHOLE OR CATCH BASIN. N IF THERE IS CHANNELING, FILL THE CHANNEL FOR THE PIPE q BEING PLUGGED WITH CONCRETE. STEEL TROWEL ALL EXPOSED NEW CONCRETE SURFACES SMOOTH. RECOMMENDED FOR APPROVAL PIPE PLUGGING DETAILS /�6� BY z 93 SCALE: NTS XX s - CITY OF N.E. 10th STREET /ANACOFiTES AVE. N.E. MAY 2003 -� RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT Plonnirg/Buildi- /Pubic Works Dept DRAINAGE DETAILS DD -1 1617 SCANNED AM 2 9 2664 CONSTRUCTION NOTES AND RELOCATION SEQUENCING: N 1. CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR 1` BLOCKS AND SHACKLE RODS AROUND EXISTING d WATER MAINS TO BE RELOCATED, AND /OR AS DIRECTED BY THE ENGINEER. ALLOW 5 DAYS CONCRETE CURING TIME BEFORE CAPPING EXISTING U MAINS TO BE RELOCATED AND /OR AS DIRECTED BY THE ENGINEER. 2. CITY CREW WILL CUT AND CAP EXISTING WATER MAINS AT BOTH ENDS AND INSTALL TEMPORARY EXISTING CAPS AND PLUGS ON END OF EXISTING MAINS AND WATER MAIN VALVES, AND SHACKLE CAPS TO DEADMAN BLOCKS - 3- CONTRACTOR TO INSTALL NEW STORM PIPE AS SHOWN ON THE PLANS. 4. CITY CREW WILL ASSEMBLE AND INSTALL NEW PIPES AND FITTINGS UNDER NEW STORM LINE AND EXTEND SHACKLE RODS FROM DEADMAN BLOCKS ACROSS NEW PIPE AND FITTINGS AS SHOWN ON EXISTING GRADE n. SHACKLE RODS 8' MIN 1 3' MIN 3' MIN o �4 45' BENDS (MJxMJ) (TYP) SPOOL Di PLANS AND DETAILS. CITY CREW WILL CONNECT DEADMAN ANCHOR RELOCATED WATER MAIN TO EXISTING WATER MAIN BLOCK AND VALVES. SEE DETAIL 5- CONTRACTOR TO POUR THRUST BLOCKS AT �\ FITTINGS AS SHOWN ON PLAN AND DETAILS, % 2 BACKFILL AND COMPACT TRENCH. CONTRACTOR XX SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, Of EXCAVATION, AND OTHER WORK AS DESCRIBED IN .� O U � CITY OF RENTON SUPPLEMENT SPECIFICATIONS CLASS C) SECTION 7- 11.3(9)A "CONNECTION TO EXISTING —4 �t� �- WATERMAINS (RC) -4 1, 1, 2-5' 1, 1, 1— MIN MIN i~ MIN -I MiNIMIN 3S `B' REMOVE MINIMUM - -I�-2» DEPTH 1' BEYOND TRENCH } GRIND OR AND ANY DAMAGED (— EXTENT OF SAWCUT AND PAVEMENT TRENCH REMOVE EXCAVATION 6 -5' MIN - 1' 1' 2 -5' 1' 1' MIN MIN MIN MINIMIN III i __ _ __ 2 CLASS `B' !� * ACP CLASS »E" OR "B" 6» CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FL OWABL- FILL, OR BACKFILL AS REQUIRED BY ENGINEER EXTENT OF TRENCH EXCAVATION * MINIMUM ACP DEPTH SHALL BE: VARIES — 10' TO 12' TYP SPOOL Of (►u) SLEEVE OR ADAPTER (Cl TO DI) EXISTING EXISTING WATER MAIN EXISTING WATER CUT OUT AND REMOVE WATER MAIN VALVE NEW GATEJ LSPOOL \ "MIN NEW STORM / VALVE DI WATER PIPE (MJxMJ) I— SLEEVE OR ADAPTER 18" (CI TO DI) MIN SHACKLE RODS (TYP) (SEE CITY DETAIL BR -27) FOR 6"WM USE 2 -5/8» 8 WM 4 -5/8" DI PIPE SPOOL 10»WM 4 -3/4» CONC THRUST BLOCK CONC THRUST BLOCK LENGTH AS NEEDED (TYP) MIN 2'x2'x1' MIN 2'x2'x1' PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS Reid & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' OR 'B' RESIDENTIAL ACCESS STREETS — 2» ACP CLASS 'E' OR 'B' 3 TYPICAL PATCH FOR F AL FLEXIBLE FLEXIBLE PAVEMENT F-SPRY _ZS SCALE: NTS XX �s F F WATERLINE RELOCATION _DETAIL K SCALE: NTS XX 15% MAX QUARRY SLOPE SPALLS 12» 2 MIN POND 000 1 BOTTOM ow 3» CSBC, MIN CONSTRUCTION GEOTEXTILE COMPACT DEPTH FOR PERMANENT EROSION CONTROL (HIGH SURVIVABILITY, SECTION A —A CLASS c) QUARRY SPALL ACCESS RAMP AND PAD SCALE: NTS XX REVISION RODS PLACE CONCRETE AGAINST UNDISTURBED PIPE — EARTH BOTH FACES DIAMETER ALLOW 5 —DAY CURING TIME VARIES FOR CONCRETE TO SET M U j I —.... 18 MIN - 1I{ EXISTING =III —II I I I III —II —11 TEE CLASS 5 1/2 SACK SHACKLE RODS— CONCRETE FY (AS REQUIRED) 01 A IA I \ /I CIA/ 3000 PSI MIN FLANGED TEE I v 11 v v I L— T v AT VALVE #4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS VERTICAL CONC. IN EACH DIRECTION ON CENTER OF PIPE CENTER IN CONCRETE BLOCK 3'x3'x3' 1 SEE STD DETAIL B -22 MIN. FOR TIE ROD REQMTS + I 12" Of 8' .� O U � f. CHUNG CLASS C) � —4 �t� �- SECTION A —A -4 DD-2 r+m T. PiATIN 5' r� or) • (� � 22d44%/ TYPICAL CONCRETE DEADMAN ANCHOR BLOCK DETAIL SCALE: NTS XX L1 L2 ®. Q C -- -- — -- - - -- -- W ,M � A PIPE LOCATION BEVELED (FT) (FT) END SECTION D 8' 1 B 23 +64 LT MIN. 8' CONSTRUCTION GEOTEXTILE 12" FOR PERMANENT EROSION 8' CONTROL ("HIGH SURVIVABILITY, f. CHUNG CLASS C) � SECTION A —A � A PIPE LOCATION (FT) (FT) (FT) B 23 +93 LT 6' 8' 6' B 23 +64 LT 6' 8' 6' B 23 +50 LT 8' 8' 9' SLOPE VARIES, SEE DRAINAGE PLANS IF 2 LONGITUDINAL STRIPS OF GEOTEXTILE ARE REQUIRED, SEW SEAM INSTEAD OF OVERLAPPING QUARRY \ SPALLS NOTES: 1- IN SOME LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL BE HIGHER THAN THE DITCH INVERT. SEE DRAINAGE PROFILES. RECOMMENDED ROCK PAD AT PIPE END FOR APPROVAL r51 BY D4J' _ 1`28 -03 SCALE: NTS XX CH2M HILL AS SHOWN �TUM a CITY OF — REN TON Planning /Building /Public Woft Dept. N.E. 10th STREET /ANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT DRAINAGE DETAILS MAY 2003 f. CHUNG � J. PRUS R. ADAMS a FIR OS CI SYE.GLIRGS DD-2 r+m T. PiATIN SCANNED14AR 29 or) • (� � 22d44%/ � a 1 v N CD C0 tV N N CL (? -- �� 36 't 31 �� 1 0 G! JQ N S40TH Ld TT South Po ¢ 32 ^mss 88TH S 3 g 34 N 35 Colema ' V�l Point 3 N 3 H w G �STH SE M VA` T 24 w sE AY lEY Li n " V a RD z NE 27TH S a- - w w � I, Iz w J Z W M S Z cn w _ r_ Z - - -W r F s o z 5 °m 0 4 Q °D L 2 W 3 9 X 1 i y o a w ¢ z y << r 9V� O�PN R09 Z_ NE 16 H ST BLVD Q m SE REIVjp N �iR NE 12TH ST o m Q� = w C FNTYN ao ~ R�NTO- Q = pRK o z w r n soo - 44• z '- -- j� �" 1 oa P9t o > C� y Z�" z ® z a NE 10TH ST �_, I a W Q 9L 12> a a Z 7 NTO 8 NE ¢ j a 9NE �N ST 10 a 10KiNC' �j - 11 MUNICI AL " 5 W T C+DIJN /IT 124TH ST \ o ®R esssyyy' o o ¢ L ao 9� < z 1 1 0J T z z i Q ! I e T w SST NE 4TH ST c o SE 128TH ST- S LMMCN RD 3 r - - J - vi $32ND z AIRPORVAY NE w S 133RBT ST P z L -- w FNTpN PN D eoo v, m A` > w a 1 �wsl ,q ew S 2N S psi S3R 17 q 16 Z i5 Q -- - _ 14 soo SAY soo !� o rn SONS h �cd< eUR��Npr NpRTH RN 169 SE 742ND ST I SW 79 H s S 7TH S �- w WAY S st I lJ' SW GRAz W N UR 24 �5 J LO CA I -ION I MAP d sw 16TH ST 19 22 ,� p { R ERN 23 qy _ sF n DETENTION POND PROPERTY LEGAL DESCRIPTION SITUATED IN THE NW 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, IN KING COUNTY, WASHINGTON THE WEST 164 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY WASHINGTON; EXCEPT ROADS, (OR 49,036 SQUARE FEET OR 1.125 ACRES MORE OR LESS) KING COUNTY PARCEL NO. 102305 -9129 CONTACT PERSONNEL DRAWINGS DESCRIPTION NAME AGENCY PHONE REID ADAMS CH2M HILL (425) 453 -5000 DANIEL CAREY RENTON PROJECT MANAGER (425) 430 -7293 18 RENTON WATER MAINTENANCE (425) 430 -7400 JEFF McMEEKIN PUGET SOUND ENERGY (425) 862 -3824 MATT COURTNEY PUGET SOUND ENERGY (425) 766 -1773 JACK RUCINSKY ELECTRIC LIGHTWAVE (206) 812 -3300 FRANK FORREST QWEST (206) 345 -2968 KATHY REED OLYMPIC PIPELINE (425) 235 -7767 DOUG LONG COMCAST (253) 864 -4341 - - EMERGENCY & FIRST AID 911 9 CALL 2 BUSINESS DAYS BEFORE YOU DIG 10 ONE CALL 1- 800 - 424 -5555 DETENTION POND PLAN o� Fteld �o DR -9 DETENTION POND CROSS SECTIONS AND DETAILS NMI N, E, 1 Oth ANACORTES, 1 DETENTION;PONV 11 A AND STORM SYSTEM IMPROVEM-ENT PROjECT PROJECT NO. SWP -27 -2266 11 INDEX OF SHEET DRAWING NO. NO. DRAWINGS DESCRIPTION AS-BUILT AND OTHERS Date ,SEE ORIGINAL. DWG Date GENERAL 1 G -1 COVER SHEET, LOCATION MAP AND INDEX OF DRAWINGS 2 G -2 OVERALL SITE PLAN AND LEGEND 18 G -3 SUPPLEMENTAL SURVEY - CMPA'S, HONEY CREEK PLAN AND PROFILE 3 DR -1 STORM SEWER TRUNK WHITMAN CT NE Dw*4?2"*#4? 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 8 DR -6 STORM SEWER TRUNK NE 10TH ST. 9 DR -7 STORM SEWER TRUNK ANACORTES CT NE 10 DR -8 DETENTION POND PLAN 11 DR -9 DETENTION POND CROSS SECTIONS AND DETAILS EROSION CONTROL /LANDSCAPING 12 T -1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS 13 T -2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS 14 T -3 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS 15 L -1 - DETENTION POND LANDSCAPING PLAN DETAILS 16 DD -1 DRAINAGE DETAILS 17 DD -2 DRAINAGE DETAILS CHECKED FOR COMPLIANCE 18 SEE G -3 TO CITY STANDARDS LYS HORNSBY Date 5/30 /03 K7,1 F n �r ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 AS-BUILT AND OTHERS Date ,SEE ORIGINAL. DWG Date CH UM HILL wmrA- MW I Xtl wvA_- m01owim ' CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. MAY zoos °� NA 's R. CHUNG DETENTION POND AND STORM SYSTEM .� RENTON °"""° J. PRErS cm ---f IMPROVEMENT PROJECT a.,,,,,, CH2MHILL ^"' N Planning/Building/Public Works De t COVER SHEET, LOCATION MAP, AND —1 AS -BUILT INFO AND NO,t —D ADDED BY CITY OF RENTON DWC 7 20 °H°� R. ADAMS P F !qf WE NM NO. REVISION BY DATE APPR PLATIN "a" INDEX OF DRAWINGS 'a" 1 oft &CA_M- D OCT 0 8 0 0 - D w t c-vlc-FIND no(_,�nr�OE_n ❑l /( CATCH BASIN TYPE I 0 ( - CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE POWER POLE FIRE HYDRANT VALVE WATER METER SURVEY CONTROL DATA FION (REPLACED ASPHALT CONCRETE DESCRIPTION JTROL NETWORK POINTS 95 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 "x4" r SHOWN ON CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE SAME SHEET) AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E_ A 2" DISC WITH PUNCH MARK ON A 4 "x4" CONCRETE MONUMENT CSBC CASE AT INTERSECTION OF NE 10TH ST & UNION AVE NE 28 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 "x4" CONCRETE DIP POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE DWG INTERSECTION OF NE 8TH COURT & UNION AVE NE E A 6" MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE POINTS EXISTING 73 "PK" IN PAVEMENT AT LOCATION SHOWN ON MAP 57 : _NAIL "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP )2 _ "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 59 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP )4 "PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP )6 "PK' IN PAVEMENT AT LOCATION SHOWN ON MAP 17 _NAIL "PK" NAIL IN CURB AT LOCATION SHOWN ON MAP ?0 "PK" _NAIL IN_CURB AT LOCATION SHOWN ON MAP 37 FIRE HYDRANT AT NE 11TH ST & ANACORTES AVE, WEST BOLT m FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH ST, NORTH BOLT )7 I "PK" NAIL IN ASPHALT, 15' EAST DRIVEWAY @ HOUSE # 4100, Y" Q NE 11TH PLACE_ 57 _ FIRE HYDRANT #348, TOP BOLT, AT ENT OF WHITMAN COURT N. 35 NORTHWEST DOLT OF LIGHT POLL NEXT TO SURVEY CONTROL POINT 127. CATCH BASIN TYPE 1 188E RIP RAP OR QUARRY SPALLS 415— CONTOUR - < -X- FENCE LINE NOTE: EXISTING PIPING AND SITE FEATURES ARE SHOWN LIGHT -LINED AND /OR SCREENED AND ARE NOTED AS EXISTING. NEW PIPING AND SITE FEATURES ARE SHOWN HEAVY- LINED, SECTION AND DETAIL DESIGNATORS SECTION (LETTER) OR ON DRAWING DETAIL (NUMBER) WHERE SECTION OR DESIGNATION DETAIL IS TAKEN: "'� SHEET NUMBER M -2 WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: SHEET NUMBER(S) WHERE TAKEN SHEET NUMBER ABANDONED (REPLACED ASPHALT CONCRETE WITH A LINE PAVEMENT IF TAKEN AND BOTTOM SHOWN ON CATCH BASIN SAME SHEET) CLASS CENTERLINE Xw P - 07 - ss66 ABBREVIATIONS ABND ABANDONED ACP ASPHALT CONCRETE PAVEMENT BOT BOTTOM CB CATCH BASIN CL CLASS CENTERLINE CSBC CRUSHED SURFACING BASE COURSE DIP DUCTILE IRON PIPE DWG DRAWING E EAST, FASTING EXIST, EX, EXST EXISTING FT FOOT FH FIRE HYDRANT GV GAS VALVE G GAS CPEP CORRUGATED POLYETHYLENE PIPE EST ESTIMATE JB JUNCTION BOX LF LINEAL FEET LT LEFT MH MANHOLE N OR N. NORTH, NORTHING NE NORTHEAST NGVD NATIONAL GEODETIC VERTICAL DATUM NTS NOT TO SCALE RT RIGHT S SOUTH SD STORM DRAIN SS SANITARY SEWER SSS SANITARY SIDE SEWER SS M H SANITARY SEWER MANHOLE STA STATION SW SOUTHWEST T TELEPHONE TYP TYPICAL W WEST WV WATER VALVE W WATER ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 0o Reia '90' /UWAL �aG� GENERAL NOTES 1. CALL UNDERGROUND UTILITY LOCATE SERVICE AT TELEPHONE NUMBER 1- 800 -424 -5555 A MINIMUM - OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION. 2. ELEVAT K�NS ARE TO NATIONAL ADJUSTED `VERTICAL DATUM (NAVD) 1988. TO OBTAIN ELFVATiONS TO OTHER DATUMS: NATIONAL GEODET;C VERTICAL DATUM 1929 - SUBTRACT 3:58 FEET 3. COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED DATUM 1983//991 4. EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS AND OTHER SOURCES. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENENCE ONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. 5. ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR UNLESS SPECIFICALLY STATED OTHERWISE. 6. EXISTING TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED FROM MARCH 1997 FIELD SURVEY INFORMATION BY CH2M HILL. 7. HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED HORIZONTALLY: 8. OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT -TO- POINT, POLE FOR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. 9. MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. 10. RIGHT -OF -WAY AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY. 11. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED). 12. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. 13. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY IN ACCORDANCE WITH SECTION 1 -07.16 OF THE WSDOT STAND ARI SPECIFICATIONS. CH2MHILL NO. REVISION I '�CH2M HILL omaEa R. CHUNG owwm J. PRETS ADAMS BY DATE APPR �ZR, T. PLATIN CITP NAAP AS-BUILT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 RONALD STRAKA 5/28/03 BY SCAM CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. NA w MVM wu �asi7aa� RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT a RU ❑ATllM e I �—/ I Planning /Building /Public works beet. OVERALL SITE PLAN AND F Wr ONE IM 9" "�'MY LEGEND k SCANNED - ACT -0 -8 20&f la-P , 0 - -2 66 /% — s MAY 2003 mom mNa G -2 m 2 17 ♦� W N N n N !!CL Vi v T_ N N � �� am II _ II nz mZ I MIDDLE OF CMP PIPES REMOVED. EXCAV AND REMAINING PIPES Ln FILLED WITH CDF-- _ U COMMERCIAL BUILDING ° X ? N N S'woo • g? - a :66 77 REVISION I BY "M n APPR I sca<acwpnr v U2 w a a N N � m _:i.- X M _ _.�,. ri5i2V�i#�k�, D� w a- O a z ° iv <N • o 16nn -_... W W ._ as W W W fL aaa a -- — p rn o O > ci iE Z W ',. U N Z w N U 3' ., .i� If I I n z z � : - _ - - - TI __ - -. --- - - -" 12-SD ... AQ i _ - k � , ■ " CB 4L "- 15 "50 ❑ 15 -SD i � r , 15 "SD 'I' 1 wawa - N ^ \ aaaa - i m a �O ae:nn moimw ornom as - a Z fn M Mme- N II M O 11 > II > _ -- �p rtiitrnj -' rte!! - -_f 0/j 17 IV it -JA = _ - — no ° (X) — ER BUILDING +rU 3 w PLAN WHITMAN CT STATIONING BASED ON ROW CENTERLINE ON PLANS. CENTERLINE ALIGNMENT CHANGES ABORT STA. 3 +40 SCALE: 1 " =20' S'woo • g? - a :66 . 3 '17 :-]212 1 (SD 6 NO. I REVISION I BY I DATE APPR I sca<acwpnr v SCANNED OCT. 0-8 0!° Xd r�,. 2 a,���,'}'t:•V+'t`eei � �` .• P i fi _:i.- X M _ _.�,. ri5i2V�i#�k�, D� w N . 3 '17 :-]212 1 (SD 6 co SEE D R- 2 WATER VALVE INFORMATION N ° CV CL Tlj� � mao j i CV > n �ww - - 3 413.68 maw - CB -1B 3 E IE 402.33 4 0 `�� ^! RIM= 411.55 �.; _. CB 2B 0 "W IE =402.33 CB 3 / 7 ZCBPC \ 12" S IE= 406.25 _ 12 "SRIE -40813 - � 12 °S IE =408.23 I V�L 1 1 TH ST RIM= 416.09' I 30 "E IE= 402.89 /�//� Q0 N N N CL a DRA- - nn c I�I —A t t SA O1 ABANDON EXISTING UTILITY 1- C86A 0 REMOVE EXISTING UTILITY CB -68 RIM= 411.01 12 "NW IE= 408.17 NW r 0 3 CONNECT TO DRAIN STRUCTURE _ �� �� RIM =411.21 _ ®PLUG EXISTING STORM SEWER PIPE 112 "SE IE= 408.41 Q UTILITY TO BE REMOVED OR RELOACTED BY OTHERS © REMOVE AND RELOCATE UTILITY O7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING WITH NEW STORM SEWER. SEE DETAIL DD -1 08REMOVF EXISTING SIDEWALKS ANU CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. SEE RENTON STD. PLAN F -313. LJP.EPLACE CURB AND SIDEWALKS AS NEEDED. SEE RENTON STD PLANS. �ii io —: 435 430 ANAQORTES !AVE NE - - I Iy 0 0 (- Ld _J U Q _...._.....__..__..... ...._....._......._................ 415 - ._._..__.._........ I I DI AKI i Iy 0 0 (- Ld _J U Q _...._.....__..__..... ...._....._......._................ 415 - ._._..__.._........ _.......... - - - -- -- -- - - - - - -- - -- ------- .. -- - -- -- - - -- 435 C9 66 TYPE 1 s °w WS CB #6A. TYPE 1 A 14 ±77, :13.3' RT EST 3'94 +94, 15.6' LT RIM EL- 411.01 _..... - - _.._..._.. :E2 "..NW - iNV= 408.:17._...:.....1 1 " =5' VERT — -- L...... i r - _.. RIM EL= 411.21 SE i = 0841 .... _ 12 ". NV:4 410 : WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 430 I: 1 377 f 0 �, t lln DRAINAGE AND UTILITY NOTES: 1. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE. 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB SHALL BE VANED GRATE PER CITY OF RENTON STANDARD PLAN 8019, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 3. FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL BE MANHOLE FRAME AND COVER MARKED "DRAIN" PER CITY OF RENTON STANDARD PLAN 8074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL 3E IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION. 7. POTHOLING OF WATER, TELEPHONE AND GAS UTILITIES WAS PERFORMED 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 PLAN FOR AN ADEQUATE LEVEL OF POTHOLING TO VERIFY ALL UTILITIES THAT. COULD BE IN CONFLICT WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. 8. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION. 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS THAN 1' -0" VERTICALLY BETWEEN THE PIPES, PLACE 1'X "X4" STYRENE FOAM BETWEEN THE PIPE. STYRENE FOAM SHALL BE DOW ETHAFOAM HS -45 OR APPROVED EQUAL. 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE 3 DD -1 11. FOR PIPE INSTALLATION SEE . DD -2 AS -BUILT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 f RONALD STRAKA 5/28/03` BY 3 >�- CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT Planning /Building /Public Works Dept. PLAN & PROFILE STORM SEWER TRUNK ANACORTES AVE NE SCANNED 8 20o� r� _ 226176 LDJL i MAY 2003 PAM DR -4 SWEP s X17 _ .. _.... _ .........._ - - PROFILE Reld " SCALE: 1 =20' HORIZ 1 " =5' VERT ORIGINAL PLANS STAMPED BY: A``��`'� WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 CH2M HILL ° =20' xo � a71�i R. CHUNG clum PRETS CH2MHILL AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7 20 04 R. um�m R. ADAMS a DATUM NO. REVISION BY DATE APPR T. PLATIN F wor pE OIGI ONE SCALE"0pDSIMY 377 f 0 �, t lln DRAINAGE AND UTILITY NOTES: 1. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE. 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB SHALL BE VANED GRATE PER CITY OF RENTON STANDARD PLAN 8019, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 3. FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL BE MANHOLE FRAME AND COVER MARKED "DRAIN" PER CITY OF RENTON STANDARD PLAN 8074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL 3E IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION. 7. POTHOLING OF WATER, TELEPHONE AND GAS UTILITIES WAS PERFORMED 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 PLAN FOR AN ADEQUATE LEVEL OF POTHOLING TO VERIFY ALL UTILITIES THAT. COULD BE IN CONFLICT WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. 8. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION. 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS THAN 1' -0" VERTICALLY BETWEEN THE PIPES, PLACE 1'X "X4" STYRENE FOAM BETWEEN THE PIPE. STYRENE FOAM SHALL BE DOW ETHAFOAM HS -45 OR APPROVED EQUAL. 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE 3 DD -1 11. FOR PIPE INSTALLATION SEE . DD -2 AS -BUILT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 f RONALD STRAKA 5/28/03` BY 3 >�- CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT Planning /Building /Public Works Dept. PLAN & PROFILE STORM SEWER TRUNK ANACORTES AVE NE SCANNED 8 20o� r� _ 226176 LDJL i MAY 2003 PAM DR -4 SWEP s X17 N N ^N LL WATER VALVE INFORMATION S F�_E C j `6 I CB -7 CB -8B wok RIM= 410.14 : RIM = 409.27 J ;, 30 "S IE= 403.79 8'• W INV= 406.17 i2o� O 30 "N IE= 403.79 8° S INV= 406.17 Q2Q- O . NOTES: a a °z r - + 1. SEE NOTES 1 THROUGH 10 ON DR -4. N 2. CONNECT EXISTING 6" STORM PIPE IC _ - CB 8C / W TO NEW CB #86 WITH APPROX. 5' _ -s H =# - RIM= 4os.z'a _ .. -. -'-�6 O ; 8 °N IE 406.39 NEW 6" PVC PIPE @ 2.00% SLOPE. ; _ Z 3. CONTRACTOR TO PuTHOLE &SURVEY �VACORTE LOCATION OF 2" GAS LINE & DETERMINE �8 ___ -- V - Q IF THERE IS A CONFLICT IN ADVANCE NE OF THE CONSTRUCTION. COORDINATE � CS wry` x V' °W 5= o N WITH PSE GAS FOR RELOCATION OF - -- -_ ` " 8 �vf - - - -- - - - i, GAS LINE IN ADVANCE (SEE SPECIAL �ceD PROVISIONS). t _ CAE \ o -. \ C /1,�� j -- = ----------- - - -- - - -- 0 - - �fBA ti `Z�\ GCB #9 lt,, -- - CB -8 ---- -...__ _ - '4 6"1'%' Rfr_ \ r'00 i' __ i,. 1 _ Ij RIM = 409.85 - - - -- �, `I ,eo^�OVf S�CA]'ED ,`�_���! '! f r J _... _ - - -_ - -- - - -- _ - A 104H00- - ! i I 1 ABANDON EXISTING UTILITY 30" S IE= 404.10 - - _ _ _ -_ j O CB 8A LocK ANACORTES AVE NE 2 REMOVE EXISTING UTILITY 1z° W iE= aoa.so RIME iE9�aoa.7z - - _ -- = 11 +00 B 21 +20 y:' I y I!'Z� ( 8" E IE= 405.80 i ' ,` ABNDND 127,SD - CB #9A �. \ f A-_f LINE -- -- (NE -__ -- ST) -- © li vo �3 CONNECT TO DR;IN STRUCTURE - - - -- - -- _ - h - +0{ ~ 10TH (D PLUG EXISTING STORM SEWER PIPE - 0.5't -- - - _ -' 135 UTILITY TO BE REMOVED OR RELOACTED BY OTHERS RIM= 409.25 CL BOTTOM= 405 -15 / 8 °E !E- 406.14 - '0 f REMOVE AND RELOCATE UTILITY W INV= 406.15, 12° PIPE CB -9 's = - - o 4 -- -- <' • ` ._,, i RIM = 409.91 - 0 7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING - \ 30°s IE= 404.41 ce -10 - - -- : @SIDEWWALK 30"N 404:41 - : - - -.RIM- 410.1 �� �, IN, j WITH NEW STORM SEWER. SEE DETAIL % RAMP 8 W < =4os.oF 30° s IE =ao49n -- - - - 30° N IE= 404.90 -- GASH -- I 1 I 1 : / ;'! `,, _ - __ - - -- -- EW -3.2' 3 w C , K t j DD -, ® REMOVE EXISTING SIDEWALKS AND CURB AND I _ _ W I � I GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. I moo SEE RENTON STD. PLAN F -3B. D SIDE @REPLACE CUB SEE RENTONRSTDANPLANS. WALKS AS NEEDED. PLAN N SEE DR-6 F_ FT 0 0 .. A LINE - ANACORTES AVE NE & NE 11TH ST CONSTRUCTION q ALIGNMENT STATION NORTHING FASTING POB 10 +00.00 185001.34 1311367.79 PI 18+78.99 184978.22 1312246.47 Pi 18 +78.99 184978.22 1312246.47 PI 21+19.93 184973.59 1312487.36 PI 21 +19.93 184973.59 1312.487.36 POE 26 +34.63 184964.57 1313001.98 B LINE - NE 10TH ST CONSTRUCTION (� ALIGNMENT STATION NORTHING EASTING POB 10 +00.00 184973.59 1312487.36 PC 11+43.70 1851 17.24 1312491 .14 PC 11+43.70 1851 17.24 1312491.14 PI 11+55.25 185128.78 1312491.E +5 185114.61 1:312591.11 PT 11+66.70 185139.96 1312494.38 DOC 57° 17'44.81 " PT 11+66.70 185139.96 1312494.38 PC 13 +28.30 155296.28 1312535.35 PC 13 +28.30 185296.26 1312535.35 PI 13 +41.30 185308.86 1312538.64 185321.63 1312438.61 PT 13 +54.17 185321.87 1312538.61 PT 13 +54.17 185321.87 1312538.61 PC 16 +49.48 185617.18 1312537.92 PC 16 +49.48 185617.18 1312537.92 PI 16+98.06 185665.76 1312537.80 185617.06 1312487.92 PT 17 +26.58 185667.04 1312489.23 DOC 88 °21'26.20" PT 17 +26.58 185667.04 1312489.23 POE 24 +03.66 185684.85 1311812.39 O� Kc�.'90p v • " ✓ V RECOMMENDED SCALE: 1 " =20' HORIZ VERT FOR APPRCrAl ORIGINAL PLANS STAMPED BY: g578 WYMAN REID ADAMS ON 5/27/03 J L BY DANIEL SR A 5 /8 /3 <" G AS-BUILT RONALD STRAKA 525 03 „« o `v BY QQQ IIJeunl .1/28/03 TONAL �� PE #39578 EXPIRES: 4/25/04 F,P!F.�S SuM me ScAm. am �CH2M HILL 1 „_20, +� •� �- CITY 0 F N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003 R. CHUNG .� RENTON DETENTION POND AND STORM SYSTEM Fma °PoW" J. PREPS IMPROVEMENT PROJECT CH21VIHILL AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7/20/04 cNwKm vnrvm Planning/Building/Public Works Dept. PLAN &PROFILE DR -5 R. ADAMS F wor ae � NO. REVISION BY DATE APPR APP1 mT PLATIN � STORM SEWER TRUNK ANACORTES AVE NE M 7 17 3-2661 u 01 f SCANNED OCT-0-8 2AO Id"�; �" T' x � on co N N r- N C/) -rw =t66 • q BY DANIEL CAREY 5/28/03 AS�BUILT ® i �/03 BY #� /� /03 ' " =20' Xp®0 K"I°67j°°' CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003 RENTON DETENTION POND AND STORM SYSTEM PAM IMPROVEMENT PROJECT e,,.,,,� AS —BUILT INFO AND NOTES ADDED BY CITY OF RENTON owe 7/20/ aa,® ML DAT[!Ni Planning /Building /Public works Dept. STORM SYSTEM - ANACORTES CT NE DR -7 F iqf 0!E NOI NO. REVISION BY DATE APPR ow. cr 99 � 17 SCANNED OCTA 9 .2ae TD Fa. 4 Y, (C CV N I_� CV d C/) NOTES: 1. PRESERVE AND PROTECT VEGETATION NOT INDICATED FOR REVOVAL. 2. CULTIVATE SOIL IN CLEARED AND GRADED AREAS TO A MINIMUM DEPTH OF 12 INCHES BY HARROWING, SCARIFYING, DISKING, OR OTHER METHODS. 3.OWNER'S ENGINEER SHALL APPROVE FINISH GRADES BEFORE LANDSCAPING. 4. HYDROSEED GRADED AREAS WITH MEADOW SEED MIX BEFORE INSTALLING PLANT MATERIALS. 5. OWNER'S BIOLOGIST SHALL INSPECT PLANT MATERIALS UPON DELIVERY. 6.INSTALL PLANT MATERIALS AS SHOWN ON DRAWINGS- LAYOUT OF TREES AND SHRUBS SHALL BE APPROVED IN FIELD EY OWNER'S BIOLOGIST 10. ON POND SIDE SLOPES, APPLY MEADOW SEED & FERTILIZE PRIOR TO INSTALLING EROSION CONTROL BLANKET. 11. IRRIGATION SHALL B PROVIDED BY CONTRACTOR F IR ONE YEAR TO ESTABLISH THE VEGETATION. PRIOR TO INSTALLATION. 7.INSTALL 3- INCH . -"-r-_P, 3 -FOOT DIAMTER RING OF BARK MULCH AROUND ALL PLANTED FREES AND SHRUBS. 8. LANDSCAPING SHALL BE IN ACOF DANCE WITH SECTION 8 -02 ROADSIDE PLANTING. 9.REMOVE ALL BLACKBERRIES IN THE WETLANDS BUFFER A,REN BY 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. -__ B4GYFtLL- T} E_SE UCTtON_ ELEVATONS•AREAS WITH NATIVE, CLEAN 7OP -SOIL T0� P E -GONS � COATED CHAIN - _ LINK FENCE (TYP) rr PROPERTY LIFE - \ - - - - \ Sd -- - -_ __... trTb I � � - -- � DO € F± Plant Materials List SYMBOL COMMON NAME SCIENTIFIC NAME TYPE MATERIAL QUANTITY OWESTERN RED CEDAR THUJA PLICATA TREE 4 -5', CONTAINER '7\ 10 - - - - - -- - LEYLAND CYPRESS CUPRESSOCYPAR/S LEYLAIVD2 TREE 2" CAL" BB 7 ( J DOUGLAS -FIR PSEUDO TSUGA MENZ/ES2 TREE 4-5', CONTAINER 6 1/ - �' MOCK ORANGE PHILADELPHUS LEW/S2 TREE 3" CAL. BB '7\ 7 I- CD 1 \ OO OREGON ASH FRAX/NUS LATIFOLIA TREE 3 GAL. CONTAINER 11 ;RED OSIER DOGWOOD CORNUS SERICEA VAR. SERIC/A SHRUB 5 GAL_ CONTAINER 5 O IyI 1 , CAMELLIA CAMELLIA JAPONICA SHRUB 4 -5' CONTAINER/BB $9 18 II __ W O EVERGREEN CLEMATIS CLEMATISARMAND2 VINE 2 GAL. CONTAINER 9 F/ NOTES: BB. BALLED & BURLAPED Total 71 Meadow Seed Mix • �,Ir COMMON NAME SCIENTIFIC NArviE PLS (per -- acre) DWARF PERENNIAL RYE, BARCLAY OR PR8820 ILOLILIM PERENNE VAR. BARCLAY OR PR8820 29.4 EUREKA HARD FESCUE - '- - - -- -_- _ FESTUCA OVINA DURIUSCULA'EUREKN 8.8 RED FESTUCA RUBRA 5.9 _ _ _ _ _ I k; - x COLONIAL BENTGRASS AGROSTIS TENUIS 0 -6 6 W - -- - -- - - - -- - -- - r/ DWARF YARROW I ACHILLEA MILLEFOLIUM 0.6 1 ,I_ !DUTCH WHITE CLOVER TRIFOLIUM REPENS- 2.9 • 1Q REVISED CAMILL A SALINA STRAWBERRY CLOVER TRIFOLIUM FRAGIFERUM 'SALINA' 4.7 SWEET ALYSSUM 'ALYSSUM MARITIMUM - - - 2.4 ENGLISH DAISY , BELLIS PERENNIS 1.2 'r BABY BLUE EYES ' NEMPHILA MENZIES2 2.4 WEED SEED 0.3 (MAX.) 'I I 1 I 1 0 - o Z -BLOCK WALL —� - \ \ \1�, c T _ _ _ - _ _ T A. _ 1 ° o - - - -- - n - z rob I – • W O oo 2' _° r READ ` c- ,. , ROAD ��---- GRAVE L ACCESS € >I -t: r 't ` FFIV "L CHA t.ilNl- FFN�E �I 1 co'° SEE NOTE 9 6.i N m- 0000 THIS AREA. ��u IG< - slavp.a;p-dads IJ�A "i, u� Reid qoo 3 " ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 SS /UWAi- E t a:P e< C AS –BUILT INFO AND NOTED ADDED EN E 1 REVISED CAMILLIA ALONG SOUTH FENCE NO. REVISION OTHER CROP SEED (MAX.) 0.9 Notes: PLS: POUNDS OF PURE LIVE SEED Total 60 - - – --- mEGO AUK I ' � I `® NW,- 14' T I *m TREE OR SHRUB I N S TA L SAT I O N RECOMMENDED FOR APPROVAL J AS—BUILT By DANIEL CAREY 5/28/03 RONALD STRAKp 5/28/03 BY sumMm am- cH2M HILL 1 „ =20' +anr�u ww +� N.E. 10th STREET /ANACORTES AVE. N.E. moo•.: xn +cep +w+ r MAY 2003 R. CHUNC CITY OF DETENTION POND AND STORM SYSTEM PAM Dwc /so /oa °'° • J. PRETS .,u RENTON IMPROVEMENT PROJECT VC 1 –17 -0 RS amaze °'1O1 I nwn w Doom •� Works De DETENTION POND LANDSCAPING L-1 R. ADAMS F +ar Planning/Building/Public I I t P BY DATE APPR PLAN T. PLATIN �� 15 X17 Ag�• «< �` a c�' yjr � ,. � •. �. � :� SCANNED OCT 0 8 Sao?' /44�Z -R tZl� - z-keg I Z D — 4 N N ASPHALT CONCRETE ti N PAVEMENT CL B, 0.3' CL COMPACTION DEPTH z FT /Fi c MINIMUM / SLOPE SEESNOTE 5LEANOUT SLOPE lJ�al ` 6��G ��w �c E lv,W�J 1 /lls�'iil1= 11N= =HII CSBC, 0.5' MIN , � I' � / REMOVE CONFLICTING COMPACTED DEPTH 45° MAXIMUM SIDE SEWER EXISTING TEE NEW STORMWATER PIPE SEE NOTE 1 ASPHALT ACCESS ROAD RELOCATION ABOVE NEW STORM, P,PE (TYP) XX SEE DRAWING BELOW FOR DETAILS AND NOTES SCALE: NTS POSSIBLE CL EANOUT SEE NOTE 5 EXISTING SIDE SEWER NOTES: REMOVE CONFLICTING 1. INSTALL SADDLE IF EXISTING TEE IS NOT SIDE SEWER USEABLE FOR RECONNECTION. SADDLE W /6" TEE (ROMAC OR APPROVED EQUAL). SECURE TO NEW STORMWATER ��_CONNECT SIDE SEWER MAIN WITH STAINLESS STEEL BANDS. TAP THRU 3' MAXIMUM LENGTH PIPE _ /,� I ✓ADDLE. OF FIRST PIECE OF WITH ELASTOMERIC I 2. CONCRETE. BLOCK REQUIRED AT NEW SADDLE STRAIGHT PIPE �,, FLEXIBLE COUPLING WHEN ANG' -E AT MAIN EXCEEDS 25 °. SEE CITY BEND IF NEEDED INSTALL DETAIL DWG BR__'�9. 5% 4' REDUCER, 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: EXISTING TEE IF NEEDED POLYVINYL CHLORIDE (PVC) SDR 35 OTHER SEE NOTE 1 MATERIAL, AS APPROVED BY CITY INSPECTOR: 1/8, 1/16, OR 1/32 4. FOR 3" SEPARATION INSTALL 1 'X 2' X 2" 0.02 FT /FT _ BENDS AS NEEDED THICK STYRENE FOAM BLOCK BETWEEN NEW MINIMUM SLOPE NEW 6" SIDE SEWER PIPE AND 6" SIDE SEWER RELOCATION. EXISTING FOAM BLOCK, SEE NOTE 4 5. IF SIDE SEWER P_LOCATiOIN REACHES CURB SEWER MAIN EXTEND NEW 6" SS TO BEHIND SIDEWALK AND INSTALL CLEANOUT PER CITY DETAIL DWG BR33. 6_ ALL SIDE SEWER RECONSTRUCTIONS SHALL SIDE SEWER RELOCATION (TYP) BE APPROVED BY CITY INSPECTOR. SCALE: NTS - XX 12" CPEP }N /12" CPEP N , TO POND jl TO POND 12" FROM N CB 17B 4 4., BEVELLED END + + SECTION 12" CPEP 12" FROM 12" CPEP _ TO DOWNSTREAM UPSTREAM TO DOWNSTREAM � FROM CB 17 CB 16 4 =-i 12 EXISl1NG REMOVABLE FROM UPSTREAM / REMOVABLE - ll PLUG, SEE PLUG, SEE 3' f °.o p ° %� NOTE 3. NOTE 3. SEE NOTE 2. ' 12 "" FROM - CB 16A 12" FROM - 112" EXISTING CB 17A - ` PLAN VIEW — CB16 PLAN VIEW — CB1I TRENCH EXCAVATION SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL NATIVE IF IT MEETS SPECS, OR IMPORT PER SECTION 9 -03.19 (BANK RUN GRAVEL). NEW STORMWATER PIPE PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR THERMOPLASTIC PIPE EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING SECTION 9 -13.6 QUARRY SPALLS NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. - CPEP STORM PIPE TYPICAL TRENCH BEDDING AND BACKFILL �3 SCALE: NTS XX AT MANHOLE OR CATCH BASIN NOTES: 1111 REMOVABLE PLUGS INSTALLED 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT IIII IN CB -16, 17 TO DIRECT FLOW INTO o TO SCALE AND ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. THEY MAY VARY FOR EACH CB. DETE=NTION POND. FOR MAINTENANCE, CHANGE PLUGS TO 2. THE CENTERLINE OF 12 2 17 SHALL BE OFFSET AS IL FROM THE EXISTING 1" STORM PIPE TO THE BLOCK OFF POND AND DIVERT FLOW E -BUm AST TO THE DIMENSIONS SHOWN. TO DOWNSTREAM SYSTEM CUT PIPE END 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP NOTE: _ ADS #1233AA OR APPROVED EQUAL _" F IF THERE IS NO CHANNELING FOR THE PIPE BEING PLUGGED, `" STEEL TROWEL THE PLUG TO A SMOOTH SURFACE CONFORMING DETAIL - CATCH BASINS 16 AND 1 TO THE INSIDE SURFACE OF THE MANHOLE OR CATCH BASIN. XX IF THERE IS CHANN _L:,NG, FILL THE CHANNEL FOR THE PIPE SCALE: NTS MANHOLE 0 LE AND CATCH BEING PLUGGED WITH CONCRETE. STEEL TROWEL ALL EXPOSED _ Reid yo NEW CONCRETE SURFACES SMOOTH. ° BASIN PENETRATION AND RECOMMENDED =r FOR APPROVAL ORIGINAL PLANS STAMPED BY: FLEXIBLE JOINT D ETA I L PIPE PLUGGING DETAILS BY DANIEL CAREY 5/28/03 WYMAN REID ADAMS ON 5/27/03 RONALD STRAKA 5/28/03 `` PE #39578 EXPIRES: 4/25/04 SCALE: NTS XX SCALE: NTS XX BY P'RFs C "�«` ""° H2M HILL AS SHOWN xoMoMO¢ "'°' ' CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. °°'°°' AIL °� °PNM` R. CHUNG REN TON DETENTION POND AND STORM SYSTEM J. PREPS i IMPROVEMENT PROJECT CH2MHILL AS —BUILT INFO AND NOTED ADDED BY CITY OF RENTON DWC 7/20/04 c� Q� � �A��M Planning/Building/Public Works Dept. DRAINAGE DETAILS R. ADAMS c nor am .cx I M,0. REVISION BY DATE APPR �mo`m 9° E'O°°1°"0° T. PLAT7N MAY 2003 Me u ■e DD -1 air: 16 X17 4 SCANNED OCT 0 $ 2fsF - -- t Rol t„ MAY 2003 Me u ■e DD -1 air: 16 X17 4 N N N 07 CONSTRUCTION NOTES AND RELOCATION SEQUENCING: 1. CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR BLOCKS AND SHACKLE RODS AROUND EXISTING WATER MAINS TO BE RELOCATED, AND /OR AS DIRECTED BY THE ENGINEER. ALLOW 5 DAYS CONCRETE CURING TIME BEFORE CAPPING EXISTING MAINS TO BE RELOCATED AND /OR AS DIRECTED BY THE ENGINEER. 2. CITY CREW WILL. CUT AND CAP EXISTING WATE^ MAINS AT BOTH ENDS AND INSTALL TEMPORARY CAPS AND PLUGS ON END OF EXISTING MAINS AND VALVES, AND SHACKLE CAPS DEADMAN BLOCKS. 3. CONTRA( -FOR TO INSTALL NEW STORM PIPE AS SHOWN ON THE PLANS. 4. CITY CREW WILL ASSEMBLE AND INSTALL NEW PIPES AND FITTINGS UNDER NEW STORM LINE AND EXTEND SHACKLE RODS FROM DEADMAN BLOCKS ACROSS NEW PIPE AND FITTINGS AS SHOWN ON PLANS AND DETAILS. CITY CREW WILL CONNECT RELOCATED WATER MAIN TO EXISTING WATER MAIN AND VALVES. 5. CONTRACTOR TO POUR THRUST BLOCKS AT FITTINGS AS SHOWN ON PLAN AND DETAILS, BACKFILL AND COMPACT TRENCH. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, EXCAVATION, AND OTHER WORK AS DESCRIBED IN CITY OF RENTON SUPPLEMENT SPECIFICATIONS SECTION 7- 11.3(9)A "CONNECTION TO EXISTING WATERMAINS (RC) 1' 1' 2.5' 1' 1' MIN IMIN MIN MIN MIN I, 2,> CLASS `B' 1 I � I I I REMOVE MINIMUM 2" DEPTH 1' BEYOND TRENCH GRIND OR AND ANY DAMAGED EXTENT OF SAWCUT AND PAVEMENT TRENCH REMOVE EXCAVATION 6.5' MIN. -- 1" 1" 2.5' 1' 1' MIN MIN MIN MIN MIN 2 CLASS `B' !�* ACP CLASS "E" OR "B" 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL, OR BACKFILL �i AS REQUIRED BY ENGINEER EXTENT OF TRENCH EXCAVATION * MINIMUM ACP DEPTH SHALL BE: RAMP ACCE� WATERLINE RELOCATION DETAIL (7�� SCALE: NITS XX Q WATER MAIN RELOCA -I2ONS INSTALLED BY CITY MAINTENANCE CREW. WATER MAINS RELOCATED ABOVE THE NEW STORM LINES. SHACKLED FROM DEADMAN TO TEE, BLOCKS NOT USED 15% MAX QUARRY SLOPE SPALLS 12"--] POND Q 2 MIN BOTTOM EL 406.0 c9ou u o� 0 o c0 EL 405.5 - 000 SHACKLE 3" CSBC, MIN COMPACT DEPTH CONSTRUCTION GEOTEXTILE FOR CONCRETE TO SET FOR PERMANENT EROSION — I— (— RODS SECTION A —A CLASS c) SPOOL DI (MJ) EXISTING Q 18 MiN. .'. -_ -. 4 45° BENDS (MJxMJ) (TYP) EXISTING WATER MAIN SLEEVE OR ADAPTER 1 (CI ro DI) EXISTING I EXISTING WATER WATER MAIN 11 1 CUT OUT AND REMOVE WATER MAIN VALVE EXISTING TEE SPOOL iNEW GATE SPOOL_ ❑O RELOCATED NEW STORM SHACKLE RODS DI VALVE DI (MJxMJ) ABOVE STORM WATER PIPE VERIFY FLANGED TEE SLEEVE OR ADAPTER la" IMIN - - --- - � � ' 1.8„ AT VALVE DEADMAN ANCHOR (Cl TO DI ) .^ MIN BLOCK VERTICAL CONC. SEE DETAIL SHACKLE RODS (TYP) BLOCK 3'x3'x3' (SEE CITY DETAIL BR -27) = ( L i FOR 6 "WM USE 2 -5/8" SEE STD DETAIL B -22 XX "WM FOR TIE ROD REQMTS 8 4 -5/8" DI PIPE SPOOL 10 "WM 4 -3/4" CONC T 'ST K LENGTH AS NEEDED (TYP) CO THRUST BLOCK MIN 2'x1' MIN 2 " X1' 1' 1' 2.5' 1' 1' MIN IMIN MIN MIN MIN I, 2,> CLASS `B' 1 I � I I I REMOVE MINIMUM 2" DEPTH 1' BEYOND TRENCH GRIND OR AND ANY DAMAGED EXTENT OF SAWCUT AND PAVEMENT TRENCH REMOVE EXCAVATION 6.5' MIN. -- 1" 1" 2.5' 1' 1' MIN MIN MIN MIN MIN 2 CLASS `B' !�* ACP CLASS "E" OR "B" 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL, OR BACKFILL �i AS REQUIRED BY ENGINEER EXTENT OF TRENCH EXCAVATION * MINIMUM ACP DEPTH SHALL BE: RAMP ACCE� WATERLINE RELOCATION DETAIL (7�� SCALE: NITS XX Q WATER MAIN RELOCA -I2ONS INSTALLED BY CITY MAINTENANCE CREW. WATER MAINS RELOCATED ABOVE THE NEW STORM LINES. SHACKLED FROM DEADMAN TO TEE, BLOCKS NOT USED 15% MAX QUARRY SLOPE SPALLS 12"--] POND Q 2 MIN BOTTOM EL 406.0 c9ou u o� 0 o c0 EL 405.5 - 000 y° Q 3" CSBC, MIN COMPACT DEPTH CONSTRUCTION GEOTEXTILE FOR CONCRETE TO SET FOR PERMANENT EROSION — I— (— CONTROL (HIGH SURVIVABILITY, SECTION A —A CLASS c) QUARRY SPALL ACCESS RAMP AND PAD Q 18 MiN. SCALE: NTS XX PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS o�Re „d qo & INDUSTRIAL ACCESS STREETS — 6” ACP CLASS `E' OR 'B' 3 ° RESIDENTIAL ACCESS STREETS — 2" ACP CLASS `E' OR `B' ORIGINAL PLANS STAMPED BY: TYPICAL PATCH FOR �� p395 8 �' LAYMAN REID ADAMS ON 5/27/03 -,;.Ew FLEXIBLE PAVEMENT �3� � PE #39578 EXPIRES: 4/25/04 P �L S SCALE: NTS XXcH2M HILL ...DW 10/9 CHUNG ■ CH2RA"ILL , 2 AS -BUILT REVISION-QUARRY AND ALL ADDED BY CITY CI RENTON DWG J. pREfS 1 REVISION - QUARRY SPALL ACCESS RAMP BY CITY DING 03 �+� c R. ADAMS N0. REVISION BY DATE APPR PLATIN #4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS IN EACH DIRECTION ON CENTER OF PIPE CENTER IN CONCRETE PLACE CONCRETE (FT) AGAINST UNDISTURBED PIPE EARTH BOTH FACES DIAMETER ALLOW 5 —DAY CURING TIME VARIES FOR CONCRETE TO SET ri — I— (— o- > 0 U a- ro 8' 8' Q 18 MiN. �IIIIIII IIII�IIIIIIII . �IIII tE!i CLASS 5 1/2 SACK SHAKLE OD CONCRETE (AS REQUIRED) PLAN VIEW 3000 PSI MIN #4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS IN EACH DIRECTION ON CENTER OF PIPE CENTER IN CONCRETE (FT) (FT) (FT) B 23 +93 LT 6' 8' 6' B 23 +64 LT 4' 8' — I— (— o- > 0 U a- ro 8' 8' ---I- f 5 — TYPICAL CONCRETE DEADMAN ANCHOR BLOCK DETAIL SCALE: NTS XX - - - - - -- ----- - - - - -- ® - - - - -- ----- - - - - -- _ — - — - — - . . . . . . - - - - - - — - — - — - — - — - — - — - — .PLAN BEVELED END SECTION D 1, _0. MIN. CONSTRUCTION GEOTEXTILE 12" FOR PERMANENT EROSION CONTROL (HIGH SURVIVABILITY, CLASS - - SECTION A —A PIPE LOCATION (FT) (FT) (FT) B 23 +93 LT 6' 8' 6' B 23 +64 LT 6' 8' 6' B 23 +50 LT 8' 8' 9' %SLOPE VARIES, SEE DRAINAGE PLANS / IF 2 LONGITUDINAL STRIPS OF GEOTEXTILE ARE REQUIRED, SEW SEAM INSTEAD OF OVERLAPPING QUARRY SPALLS NOTES: �� I 1. IN SOME LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL BE HIGHER THAN THE DITCH INVERT. SEE DRAINAGE PROFILES. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 ROCK PAD AT PIPE END S RONALD STRAKA 5/28/03 SCALE: NTS XX BY So". �` HIM 1 ° CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003 AS SHOWN WD 1M7im - REN TON DETENTION POND AND STORM SYSTEM FAM I� n(-n]MA IMPROVEMENT PROJECT as Planning /Building /Public Works Dept. DRAINAGE DETAILS DD -2 F INN Q* SMSI SGNE 111000FIN) iY 018M 17 W17 SCANNED OCT 0 8 .?" (1 ABANDON EXISTING UTILITY NOTES: 1. SEE NOTES t THROUGH 10 ON SHEET 5. N (2 REMOVE EXISTING UTILITY CV o �° °N o <' 2. UNKNOWN PIPE. CONTRACTOR TO EXCAVATE CC \1 LOCATION 2' BACK AND PLUG AFTER HOME SIDE SEWER f1 N HAS BEEN INSTALLED. N CONNECT TO DRAIN STRUCTURE 3. FOR DETENTION POND SECTIONS, SE DR -9. ®PLUG EXISTING STORM SEWER PIPE 4. FOR GRAVEL ROAD SEE DETAIL 1 5. DR -9 2 FOR ASPHALT ACCESS ROAD SEE DETAIL UTILITY TO BE REMOVED OR RELOCATED BY OTHERS DD -1 6. FOR PLANTING, SEE L -1. AND RELOCATE UTILITY 7 DEFLECT NEW FENCE AROUND EXISTING TREE -) AS NEEDED. OF ASPHALT OLIMITS PAVING FOR ENTRANCE O7 RAMP (1 ABANDON EXISTING UTILITY ABANDONED z (2 REMOVE EXISTING UTILITY APPX SEPTIC TANK o �° °N o <' ( LOCATION w I - -- N N CONNECT TO DRAIN STRUCTURE ®PLUG EXISTING STORM SEWER PIPE 1 O5 UTILITY TO BE REMOVED OR RELOCATED BY OTHERS ©REMOVE AND RELOCATE UTILITY BLACKBERRY -) O7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES L� I w WITH NEW STORM SEWER. SEE DETAIL w DD -1 SURFACE NO BASEMENT DRAINS n ®REMOVE EXISTING SIDEWALKS AND CURB AND CLEANOUT� FOUND 2% MIN ~ GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. SEE RENTON STD. PLAN F -39. ABANDONED EXISTING SEPTIC SYSTEM.- NI ¢ @)REPLACE CURB AND SIDEWALKS AS NEEDED. INSTALLED NEW SIDE SEWER FROM SEE RENTON STD PLANS. HOME TO SEWER MAIN. COATED CHAIN LINK FENCE I TYPE I. SEE N 1849988 E 1312843 �I- CB 17 TYPE 2 48" CB #17 ......... ... _..... ...... 0) -j RIM EL 419.61 L \ _ 8 "W ABANDONED 12" E INV= 410.41 (EXST) 12" N INV- 410.81 CB 17A TYPE 1 °- + j � 12" W INV =411.61 CB #17B GONG INLET B 24 +10 10' RT B 24 +1!4.8.1 LT RIM EL 419.72 l 7 12" NE INV= 415.81 ....... I RIM EL- 420.27 E INV 445.92 _W 12' SE INV =415.61 SE INV_ 417.31 T S i I i i CONTRACTOR TO POTHOLE U1" 1,0 "W . TO. CONFIRM E Nc, U I- 420 EXISTING BEFORE CONSTR LI 420 �/ oo w GROUND / m_ I S I I U W /� GRAD _ - 415 38 LF 12" DIP 415 O B 23 +91, 80' LT p 8.33% 0 BEVELLED 8 LF 12" CPEP PIPE END 0 ®3.87% FT N W NV=407 .55 �I 410 U__. 410 - .. - - �Il PROPERTY LI,E / j EP - - -- - - 80 LF 12 CAUTION `SEWER \`\ - / w� 407% N- ��� - y fT- � ._405 `�C PAD AT _. ROCK PIPE END, SEE n - -- - - -- - CB 16 TYPE -2 54„ -- - - - - -- Bib - - -- ___. .... ........ __...... ..__... 1 1 .. ... �? , _ �! j i�-_�✓ r' - - -- - - - - - -- - -- f, i ��� �� \L \__ '\ \ °� j - �I B 23 +22.5; 12.4' RT - -- - - -- gib DR -9 RIM EL= 414.07 12" E INV = 409.48 W INV:40943 IV' � -NE� -INV =407:9.7__..' CB #16A:TYPE 1 - -- _ - -- ����� °� - - - - - - _ _ � _ � _C � � � - -_ ���\ y -� �� � �� I Lj!� I I, �: � ° � � v B 23 +69.2 63.6' LT 12" SINV- 409.57 (EXST) B 23 +05.5, 15.6 RT : - -_ l �aa d �� � - - = - - -- - - - - -- _ - -- ��- - -� �� A - 7 P RIM EL 413.86 \ v� �" 'Z+ r eV II n n NV= 407.48 12" SW INV= 410.97 - - -� �'i- u¢ °z�'�no__4 BEVELLED EN -2.2i 12" NE INV= 411.86 - - -- - -- -_ -- = deb = -_ - - - -__ �- - \ -_� v -_� 1ZB II PIPE D �� v rvA V/ J °m �, '�'m�NNNC. ABND $'W _ v �� , Tom _ _ _... EXISTINGGROUND - -- - - v �f !✓ 7/ '� - -- - _����� ���v� '��I<<h -I- 415 - - - - -- 415 ._..... - - _ "_ - - _ \ \�� \' 1r - FINISHED LL.. - -- -- - - - \ \\ \ - APEX F� 16 LF 12" ®405.5 < F ° N \_\ \ - I. / T M N _ _ o \ \ � - a � � � + � ROCK PAD AT GRADE I S ulvK � a : DIP ®5.56% a15- --� I I r °� "':E�� I mz PIPE END, SEE _ �_- '� %I'I _1�1___l_11'... _._ -np'- _________.- .. - -___ \� J- ___p_:, - - -m ui-- .a'___ \ \ \� \ ` \ o N .. ..__........ ... ._. .. ..... ... LI........ MODULAR- BLOCICWALt \ \ \ C I1\ o- \ 0 410 I I 1 L o ® o t� SEE DETAIL SH _ v_ \- ��� �� �1 �' O' .. 410 - ly l iv a �a o D rc -- -- AV �� EX 12" GRAS/ t E n __ - _ 5 EP -.... __ _ - M _ ___ - ��� o __ ____ M ��� m m O N `� ___ l \ ( \ I 1 I I\ �!' POND BOTTOM ROCK PAD AT ®10 65% \ \\ \ -- \\ a \ 1 ` A 1 I1 405 ... _.. _ ..... PPE END; SEE 7 _.... _.. �J 405 T 6' �- \I -- - -- - sob = - - -s_ �_ -_- � / :/ �/\ � i , I { �� CB #15, I l � CB 19, TYPE 2 54" CB 18, TYPE 2 48" TYPE 2 4$" a - - - -- - -- -- - - -� nor - - - -- / r� J _ ___.. B 23 +52, 132' LT FLOW CONTROL.. B 23 ±36, 36' LT. B 23 +09, 5.T LT ��. - -- \�- _� - - - - - -- I\ 3NV= 405.83: STRUCTURE RIM EL 413.75 RIM EL= 413.66 EMERGENGY - �- -- - - - --- - - - - - -- --sob - -- -- �F ��y �`I ° BEVELLED PIPE END - - _ - - - - - _ � 23+21.6,:77' LT 18" NW INV= 405.75 12" E :INV= 408.26 = --OVERFLOW \ // \�. - r -- -, - -_ __ btb -- - - - -- J B \ -- - /'gAyb - 18" NE INV= 406.45: 18" NE INV= 405.36 o SPILLWiAY, � �� �' - �� °� - - -- _ - �'-/ I`I ° w 'RIM EL= 413;51 \\, \ i' - - -- - .-.__- ��b- - - -- -_ - -/ �-� < Lt' _- vwww3in v„ NE iw -env c. I - --SEE - - - \ -- --- - - - - -- - -- -- - - --- -- - -- - - -- _ - - - -._ - - - - -- �--' _ ��1 l m i.� fOa CB #18 18" NE - - n_ 7 v m N _ a a x XI TIN.... ..... .. ...... _... 18'd SE INV- 405:76 18" W NV 405 16 / I'. a �4 / v �� 414.02 " q'� r \3IN °� �`w L. IB N INVi405.56 INV^ 409.36 ...._. - 41 _ _ 41 2 n I.. E s c DR -9 \ b 12 GRAVEL AC S ROAD p O,ss I f � - 92 " -NW 5 �K N 11 N� ) l GROUND--_ - - X1:1 MAXI v EXISTING . . s- t4.a�'. , - CB 16?t� EXIPIPE f \ -- - - -- o� - -= - - - -- �_� - - a GROUND `, � � I/ �/� DEBRIS ...BARRIER.. CHAIN INK FENCE a4eNe.cno ) ��f1NISHED _._..._ N 18.5298.3 _ rEricE cw,wun�l< rENCE /; zo, - a 410 410 E ,3,zs�ss., .,,.,,. \ - - - -- -- " Poll DOUBLE 20 � Z �_ CD I GRADE , _ ,,,; - - -- 2:1 MA'? `TYP E 13iz679.34. 01 . m \ AP 'C �' )� 2 STRUCTUREROL COATED CHAIN N lesoozs ��3' �� +� m y 1' �v F N o A FEN^EUNE CITY STD. PLANS. M w w w w ... _... O U LINK GATE. SEE E 1312890.3 �'� LF 1 0 405 6 LF 18" CP P 44 LF 18 O �n E II 25 8" y'0�MjrAAY �° {III ,n�w3w3 CPEP .. __. .... .. CPEP 405 n ASPHALT o _ _ ®1.80% ® -0.50% ® 0.02% p ROCK PAD AT CB 17 c "c # 42: LF 18" CPEP ODDETPE N, ION POND REBUILT -SEE FILE 4 SWP -27 /i 'I �' PIPE END, SEE SEE CAUTION GAS LINES PLUGGED BOTN ENDS �oz u ACCESS ROAD i CB 20 TYPE 2 48" � 0 93% -3x45 -as �s ° OVERFLOW STRUCTURE ............... ..:....__.. B 23 +53, 54.7' LT ® POND OUT FALL RELOCATED � � I DR -9 DR -9 -- _ I � I � � � OVERFLOW RIM = 411.70 d NEW 18" CPEP CONNECTION 18" SW INV= 406.90 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW SEE DR -6 SEE DETENTION POND AS -BUILT INFO ®REVISED POND GRADING 4 D=226620 WATER STORAGE VOLUME = 1.90 Acre -Ft ® BLOCK WALL REMOVED PLAN DR -9 PROFILE Elevation Area (sf) Volume (cf) SCALE: 1 " =20' SCALE: 1 " =20' HORIZ 406 10,690 Reid go 1 " =5' VERT 407 12,180 11,430 oz�o1 ,moo RECOMMENDED 4111111111111, 408 13,760 12,970 3 5" FOR APPROVAL 409 15,380 14.570 ORIGINAL PLANS STAMPED BY: 410 17,060 16,220 .o By DANIEL CAREY 5/28/03 411 18,770 17,920 3957F° WYMAN REID ADAMS ON 5/27/03 A RONALD STRAKA 5/28/03 411.5 19,440 9,550 �SS�ONAL E � PE #39578 EXPIRES: 4/25/04 BY Total 82,660 eXPI&S A POND CH NCE5 NOTE A 2 f2/14 °"^ 'tl1° uae ®�cH2M HILL 1" =20' w"+°°p �- N.E. 10th STREET /ANACORTES AVE. N.E. +�+� 1FU +� +�+ + MAY 2003 R. CHUNG RENTON DETENTION POND AND STORM SYSTEM CH2MHILL J ADAM IMPROVEMENT PROJECT „� R'll AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7/20/ °� ADAMS °� Planning /Building /Public Works Dept. DETENTION POND PLAN DR -8 P F O OC .0 N0. REVISION BY DATE APPR. PLATIN a� 70 X17 HrSANNED OCT 08 2F 40 A D- 2 2 6 6 1 0 n In o z > �° °N o <' 3 z_> o N N ti A 1 (Cl (0 N N N 11 SEE ENLARGEMENT 12' WIDE MAX BELOW - EL 413.74 y 27 4" CSBC IIIL_ PLACE POND J AS REQUIRED EMBANKMENT EMBANKMENT FILL. SEE COMPACTION SPECIFICATIONS. - 4" CSBC MIN i COMPACTED DEPTH EL 413.5 S FOR PERMANENT EROSION CONTROL (CLASS A)----� EXISTING GROUND SURFACE TOP OF BERM - EL 413.5 (BEYOND) -1' -0' TOPSOIL -- - TOP OF SPILLWAY EL -4t2- - -- 412.: ESTIMATED DEPTH PREPARED OF ORGANIC LAYER 3" ACP CL B — SUBGRADE - FINISHED FINISHED GRADE GRADE EXCAVATE ORGANIC LAYER (DEPTH AS REQUIRED BY ENGINEER) / 1 v 22 %` BERM AND ACCESS P OF 1 RM �1171j ;. ROAD DETAIL 1 . SCALE: NTS XX ITWP _:O7• jla6` CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL (HIGH SURVIVABILITY CLASS C) EXISTING PLACE POND GROUND EMBANKMENT SURFACE FILL 1' -0" -- TOPSOIL f POND BOTTOM ELEVATION 13' -0" PREPARED SUBGRADE 3" THICK ACP CL. B 1' -O" I PIPE SUPPORT (SEE —ROUND MANHOLE COVER WITH LOCKING BOLTS MARKED 'DRAIN' (SEE CITY OF RENTON STANDARD PLAN BR -04) HANDHOLDS 4' MIN 6° MAX STANDARD GALVANIZED STEEL LADDER /STEPS NOTE 3) 3 "x .075" — CLEANOUT GATE: SHEAR GATE ALUMINUM OR .079" SEE RENTON STD DETAIL BR -04 8" DIAMETER MIN. STEEL FOR NOTES AND OTHER DETAILS a (SEE CITY OF RENTON L> R. CHUNG STANDARD PLAN BR05) OUTLET PIPE r INLET PIPE WALL DETAIL. BY CITY OF RENTON DWC 10/3/03 ° OR PIPE REVISION BY DATE z A INVERT ELEV. ° PER PLANS o INVERT ELEV. N ° PER PLAN / z ° 54'4 0 RESTRICTOR PLATE N WITH ORIFICE DIA =1.5 "- SECTION A -A 0 PLAN VIEW REMOVABLE WATER -TIGHT COUPLING — PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL CB #19 FLOW CONTROL STRUCTURE SCALE: NTS SEE RENTON STD DETAIL BR -04 XX 1 FOR NOTES AND OTHER DETAILS a NOTE: 1. CONTRACTOR TO PREVENT RIP RAP FROM EXTENDING THROUGH THE ASPHALT PAVEMENT, AND PREPARE A SMOOTH SURFACE GRADE FINISHED ON WHICH TO PLACE THE ASPHALT. �� k GRADE SEE NOTE 1 3 �1 6„ _ — _ CONSTRUCTION GEOTEXTILEJ L—RIP RAP IIII= IIII� FOR PERMANENT EROSION CONTROL HIGH SURVIVABLILTY (CLASS C) SECTION ORIGINAL PLANS STAMPED WYMAN REID ADAMS ON /27/03 EMERGENCY OVERFLOW SPILLWAY ,2 PE #39578 EXPIRES: 4/25/04 SCALE: NITS XX CH2MHILL PNO GES NOTED AGE 1211211 H2M HILL s 1 00 a L> R. CHUNG TES ADDED BY CITY OF RENTON DWC 7/20/ r ptvk J. PRETS WALL DETAIL. BY CITY OF RENTON DWC 10/3/03 R. ADAMS REVISION BY DATE APPIR 'T PLATIN EXISTING GROUND ' -6" SURFACE 226621 CB #20 OVERFLOW STRUCTURE SCALE: NTS SEE RENTON STD DETAIL BR -13 XX FOR NOTES AND OTHER DETAILS RECOMMENDED FOR APPROVAL AREY AS-BUILT BY RONALDSTRAKA55 /28/03 AS SHOWN �'�1p01 CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. xa¢wo�: wn I RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT �� DATUM Planning /Building /Public Works Dept. DETENTION POND CROSS SECTIONS ram AND DETAILS All� : D -�-D o 4 ;� r SCANNED OCT O 8 2ta¢ A C " - , = EE /� uJQ©©call MAY 2003 IWE DR -9 '$ 11 X17 611 r o s 1 00 N L> o N N r 5 V N a 1 10. ON POND SIDE SLOPES, APPLY MEADOW SEED & FERTILIZE PRIOR TO INSTALLING EROSION CONTROL BLANKET. -_ I30 11. IRRIGATION SHALL BE PROVIDED BY CONTRACTbR -F R &NE YEAR TO ESTABLISH THE VEGETATION. (� LO I COATED CHAIN LINK FENCE (TYP) PROPERTY - - - -- ' SEE-,NOL. -- y - -- -- -- = - -- _ o s ECOLOGY 1 \ 4A4 J.' 1- I) r �\ -o - BUD / y J 1 \ i `- i ' 'ME DOk'4E€B In< If �. O Ii. `•`�.-^ � ��- - - - -�;/ -- _ <T -- a,a.oz� _--� -. \ - 12' GRAVEL ACCESS ROAD ROAD fir\ 7� /IR17 71 7CD -':cj USEE �I CHAINUNK FENCE /b \ NOTES: z N1. NOTE 9, AREA. D.CAMILI PRESERVE AND PROTECT VEGETATION NOT INDICATED FOR REMOVAL. REV( E N 2.CULTIVATE SOIL IN CLEARED AND GRADED AREAS TO A MINIMUM DEPTH N OF 12 INCHES BY HARROWING, SCARIFYING, DISKING, OR OTHER � N 3 METHODS. N 3 ENGINEER SHALL APPROVE FINISH GRADES BEFORE CL LANDSCAPING. LANDSCAPING. 4.HYDROSEED GRADED AREAS WITH MEADOW SEED MIX BEFORE INSTALLING U) PLANT MATERIALS. 5.OWNER'S BIOLOGIST SHALL INSPECT PLANT MATERIALS UPON DELIVERY. &INSTALL PLANT MATERIALS AS SHOWN ON DRAWINGS. LAYOUT OF TREES AND SHRUBS SHALL BE APPROVED IN FIELD BY OWNER'S BIOLOGIST PRIOR TO INSTALLATION. 7.INSTALL 3 -INCH DEEP, 3 -FOOT DIAMTER RING OF BARK MULCH AROUND ALL PLANTED TREES AND SHRUBS. 8.LANDSCAPING SHALL BE IN ACORDANCE WITH SECTION 8 -02 ROADSIDE PLANTING. 9.REMOVE ALL BLACKBERRIES IN THE WETLANDS BUFFER AREA BY 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 AC �L EHESE EXCAVATED AREAS WITH NATIVE CLEAN TOPSOIL FO('FRE CONSTRUCTION -_ ELEVATIONS. - J -. , 10. ON POND SIDE SLOPES, APPLY MEADOW SEED & FERTILIZE PRIOR TO INSTALLING EROSION CONTROL BLANKET. -_ I30 11. IRRIGATION SHALL BE PROVIDED BY CONTRACTbR -F R &NE YEAR TO ESTABLISH THE VEGETATION. (� LO I COATED CHAIN LINK FENCE (TYP) PROPERTY - - - -- ' SEE-,NOL. -- y - -- -- -- = - -- _ o s ECOLOGY 1 \ 4A4 J.' 1- I) r �\ -o - BUD / y J 1 \ i `- i ' 'ME DOk'4E€B In< If �. O Ii. `•`�.-^ � ��- - - - -�;/ -- _ <T -- a,a.oz� _--� -. \ - 12' GRAVEL ACCESS ROAD ROAD fir\ 7� /IR17 71 7CD -':cj USEE �I CHAINUNK FENCE /b \ Ncr O C:AINIINK I'MCr r JS I z THIS NOTE 9, AREA. D.CAMILI AP IN FENCE[IIv'E- Swp- s;p-ds66 i F I I PLAN SCALE: 1 " =20' Revd qp. ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 9s�ao PE #39578 EXPIRES: 425/04 CH2MHILL L \ _ I I I I � I 427 �I I J i F I I PLAN SCALE: 1 " =20' Revd qp. ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 9s�ao PE #39578 EXPIRES: 425/04 CH2MHILL L \ _ I I I I � I 427 I � I Plant Materials List SYMBOL COMMON NAME SCIENTIFIC NAME TYPE MATERIAL QUANTITY'' - OWESTERN RED CEDAR THUJA PLICATA TREE 4 -5', CONTAINER 1, 10 / (LEYLAND CYPRESS CUPRESSOCYPARISLEYLAND2 I TREE 1 2" CAL. BB 7 - 1 O DOUGLAS -FIR PSEUDOTSUGA MENZIES2 TREE 14 -5', CONTAINER 1 '7, 6 I MOCK ORANGE PHILADELPHUS LEWIS2 I TREE 1 3" CAL. BB '7 7 OO OREGON ASH FRAXINUS LATIFOLIA TREE 1 3 GAL. CONTAINER ! 11 ORED OSIER DOGWOOD CORNUS SERICEA VAR. SERCCEA SHRUB 1 5 GAL. CONTAINER 5 • CAMELLIA CAMELLIA JAPONICA SHRUB 14- 5'CONTAINER/BB �Q 18 ILL] O EVERGREEN CLEMATIS CLEMATISARMAND2 VINE 1 2 GAL. CONTAINER 9 - NOTES: BB: BALLED & BURLAPED - — Total N 71 I I 0 Meadow Seed Mix COMMON NAME SCIENTIFIC NAME PLS (per, — acre) — j DWARF PERENNIAL RYE, BARCLAY OR PR8820 LOLIUM PERENNE VAR. BARCLAY OR PR8820 29.4 EUREKA HARD FESCUE FESTUCA OVINA DURIUSCULA'EUREKA' 8.8 RED FESCUE _ FESTUCA RUBRA 5.9 X COLONIAL BENTGRASS AGROSTIS TENUIS 0.6 m DWARF YARROW I ACHILLEA MILLEFOLIUM 0.6 ° DUTCH WHITE CLOVER ITRIFOLIUM REPENS 2.9 m w w w w w SALINA STRAWBERRY CLOVER TRIFOLIUM FRAGIFERUM ' SALINA' 4.7 w z 3 z m SWEET ALYSSUM ALYSS_U_M_ MARITIMUM 2.4 ENGLISH-DAISY BELLISPERENNIS 1.2 BABY BLUE EYES NEMPHILA MENZIES2 2,4 I WEED SEED -- -- OTHER CROP SEED D 0.9 (MAX. 0.3 (MAX J_ I Notes: PLS. POUNDS OF PURE LIVE SEED Total 60 1 AV I I / IV1 .I' i__ a <aw3 U CH2M HILL otsoFu R. CHUNG DWC 7/20/04 J. PREPS NC 11-17-03 RS oeaau R. ADAMS BY DATE APPIR T. PLATIN � . M � N M 02 N N m m ,owwww M- n p z 3 w z I m�"J OJNN ROOTBALL + 1.5 TIMES ROOTBALL WIDTH ov TA Z _y E „ 0 �' �I S c c� ,7 ) --S .,C AIL TREE OR SHRUB N S TA L LAT I O N r1_� RECOMMENDED N.T.S. -- FOR APPROVAL By DANIEL A BY RONALDOSTRAKA 5/28/03 1 " =zo' CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003 co RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT a DATUM planning /Building /Public works Dept. DETENTION POND LANDSCAPING L -1 F 0 qE NW M.VE KAVF.FLY PLAN . ". m,, A Pj 44,'4 2 SCANNED OCT 08 -7oe¢ mo©©omm 1 z m z 0 D.CAMILI REV( E N � n I � I Plant Materials List SYMBOL COMMON NAME SCIENTIFIC NAME TYPE MATERIAL QUANTITY'' - OWESTERN RED CEDAR THUJA PLICATA TREE 4 -5', CONTAINER 1, 10 / (LEYLAND CYPRESS CUPRESSOCYPARISLEYLAND2 I TREE 1 2" CAL. BB 7 - 1 O DOUGLAS -FIR PSEUDOTSUGA MENZIES2 TREE 14 -5', CONTAINER 1 '7, 6 I MOCK ORANGE PHILADELPHUS LEWIS2 I TREE 1 3" CAL. BB '7 7 OO OREGON ASH FRAXINUS LATIFOLIA TREE 1 3 GAL. CONTAINER ! 11 ORED OSIER DOGWOOD CORNUS SERICEA VAR. SERCCEA SHRUB 1 5 GAL. CONTAINER 5 • CAMELLIA CAMELLIA JAPONICA SHRUB 14- 5'CONTAINER/BB �Q 18 ILL] O EVERGREEN CLEMATIS CLEMATISARMAND2 VINE 1 2 GAL. CONTAINER 9 - NOTES: BB: BALLED & BURLAPED - — Total N 71 I I 0 Meadow Seed Mix COMMON NAME SCIENTIFIC NAME PLS (per, — acre) — j DWARF PERENNIAL RYE, BARCLAY OR PR8820 LOLIUM PERENNE VAR. BARCLAY OR PR8820 29.4 EUREKA HARD FESCUE FESTUCA OVINA DURIUSCULA'EUREKA' 8.8 RED FESCUE _ FESTUCA RUBRA 5.9 X COLONIAL BENTGRASS AGROSTIS TENUIS 0.6 m DWARF YARROW I ACHILLEA MILLEFOLIUM 0.6 ° DUTCH WHITE CLOVER ITRIFOLIUM REPENS 2.9 m w w w w w SALINA STRAWBERRY CLOVER TRIFOLIUM FRAGIFERUM ' SALINA' 4.7 w z 3 z m SWEET ALYSSUM ALYSS_U_M_ MARITIMUM 2.4 ENGLISH-DAISY BELLISPERENNIS 1.2 BABY BLUE EYES NEMPHILA MENZIES2 2,4 I WEED SEED -- -- OTHER CROP SEED D 0.9 (MAX. 0.3 (MAX J_ I Notes: PLS. POUNDS OF PURE LIVE SEED Total 60 1 AV I I / IV1 .I' i__ a <aw3 U CH2M HILL otsoFu R. CHUNG DWC 7/20/04 J. PREPS NC 11-17-03 RS oeaau R. ADAMS BY DATE APPIR T. PLATIN � . M � N M 02 N N m m ,owwww M- n p z 3 w z I m�"J OJNN ROOTBALL + 1.5 TIMES ROOTBALL WIDTH ov TA Z _y E „ 0 �' �I S c c� ,7 ) --S .,C AIL TREE OR SHRUB N S TA L LAT I O N r1_� RECOMMENDED N.T.S. -- FOR APPROVAL By DANIEL A BY RONALDOSTRAKA 5/28/03 1 " =zo' CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003 co RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT a DATUM planning /Building /Public works Dept. DETENTION POND LANDSCAPING L -1 F 0 qE NW M.VE KAVF.FLY PLAN . ". m,, A Pj 44,'4 2 SCANNED OCT 08 -7oe¢ mo©©omm 1 z m z 0 N 00 N � n Z> N 3 N 3 >u N