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HomeMy WebLinkAboutSWP272266(5) 36 31 o f- ILECaP. Y cV N 40TH N ST W e Cityof Renton , Washington � South Po x 32 N v s earth sr 3 g,®ry 34 N 35 Y /y/^, Colema VG1 ^' 27TH S Point 3 aN T324 W Cl6e�C N SE 95� SEY ��t RD TO'V ■N . E ■ 1 Oth STREET / z NE -1\ 1 a z l 22 ANACORTES AVE . W I o ._Z n I p Zl w Z Q 01 S N . E . 1 0 4 3 -a 2 z G92 Z w DETENTION POND 'qL R NE 16 ST BLVD 2 a i $E RENT R NE 12TH ST m AND STORM SYSTEM 6 �T??N m RENTO `n N m h 2� i ® z NE LOTH ST w a J___�.TH z IMPROVEMENT PROJECT NTO 8 E a < 9NE �N < > 10KING `fC APO T L z -i COLIN - 11= z n 7 o PROJ 09 = W SITE NE 4TH ` - ----SE ,2aTH �, PROJECT NO. SWP-27-2266 D S IM(80J RD 133R8T S32N0 ST Al OR-WAY L w N MAY 2003 4 Z WY S m S 2N !F a' wI 1 " S 3R 17 L 16 Z 7, 15 ``- - - 14 Qm� �pA R S SE16 z BUR(T/yGT NOS I SE 142ND ST INDEX OF DRAWINGS SW7THS y S 7THS SHEET DRAWING a 'moo NO. NO. DESCRIPTION GEEL • t^ 24 ? LOCATION MAP euRu"cTo 1 G-1 COVE R RA Er, LOCATION MAP AND INDEX OF DRAWINGS i Sw i6TH ST 19 22 SORER 23 2 G-2 OVERALL SITE PLAN AND LEGEND 0 0 1/2 1 1 1/2 '�® PLAN AND PROFILE Scale In Miles sF 3 DR-1 STORM SEWER TRUNK WHITMAN CT NE 4 DR-2 STORM SEWER TRUNK WHITMAN CT NE 5 DR-3 STORM SEWER TRUNK NE 11TH ST. 6 DR-4 STORM SEWER TRUNK ANACORTES AVE NE 7 DR-5 STORM SEWER TRUNK ANACORTES AVE NE DETENTION POND PROPERTY LEGAL DESCRIPTION CONTACT PERSONNEL 8 DR-6 STORM SEWER TRUNK NE 10TH ST. SITUATED IN THE NW 1/4 OF SECTION 10. TOWNSHIP 23N, RANGE 5E, NAME AGENCY PHONE 9 DR-7 STORM SEWER TRUNK ANACORTES CT NE IN KING COUNTY, WASHINGTON 10 DR-8 DETENTION POND PLAN THE WEST 164 FEET OF THE SOUTHWEST QUARTER OF THE REID ADAMS CH2M HILL (425) 453-5000 NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, DANIEL CAREY RENTON PROJECT MANAGER (425) 430-7293 11 DR-9 DETENTION POND CROSS SECTIONS AND DETAILS TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY WASHINGTON; RENTON WATER MAINTENANCE (425) 430-7400 EROSION CONTROLf LANDSCAPING EXCEPT ROADS, OR 49,036 SQUARE FEET OR 1.125 ACRES MORE OR LESS). JEFF McMEEKIN PUGET SOUND ENERGY (425) 862-3824 KING COUNTY PARCEL NO. 102305-9129 MATT COURTNEY PUGET SOUND ENERGY (425) 766-1773 12 T-1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS JACK RUCINSKY ELECTRIC LIGHTWAVE (206) 812-3300 13 T-2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN & DETAILS FRANK FORREST QWEST (206) 345-2968 14 T-3 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS KATHY REED OLYMPIC PIPELINE (425) 235-7767 15 L-1 DETENTION POND LANDSCAPING PLAN DOUG LONG COMCAST (253) 864-4341 - EMERGENCY & FIRST AID 911 DETAILS 16 DD-1 DRAINAGE DETAILS CALL 2 BUSINESS DAYS BEFORE YOU DIG 17 DD-2 DRAINAGE DETAILS ONE CALL 1-800-424-5555 ? aeid,b, CHECKED FOR COMPLIANCE TQ Y TANDARDS b ' 3 �. f< (1Date S z M70 Date3n(d� At Dates a3 f7RlllS - C-C 2M HILL aeYe - g NA CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 ' $ �-R CHUN PREIS RENTON CH2M H I LL DETENTION POND AND STORM SYSTEM / — ADAMs rf Planning/building/Public works Dept. IMPROVEMENT PROJECT 2$y COVER SHEET,LOCATION MAP,AND t;-1 NO- REVISION BY DATE APPR i.PLATIN INDEX OF DRAWINGS 1 '17 D - 226601 SURVEY CONTROL DATA - - - - - - - I NPOIINT NORTHING EASTING ELEVATION NO. 1 ! - - --- - - ---- - - --� - --------- (FT) (FT (FT) DESCRIPTION ! ! LEGEND N CITY OF RENTON SURVEY CONTROL NETWORK POINTS I I I j I SURVEY CONTROL POINTS j t59 415.95 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 x4" TB 4 124 TBM2 ATCONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE ( ®B-7 SOIL BORING LOCATIONS AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E. - - - 806 185,003.436 1,311,367.817 A 2 DISC WITH PUNCH MARK ON A 4 x4 CONCRETE MONUMENT j 126 ,! I I I CASE AT INTERSECTION OF NE 10TH ST & UNION AVE NE N i z (! DR-1 48 183,691.463 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 I I U I I INTERSECTION OF NE 8TH COURT & UNION AVE NE ---'_ 1894 186,648.380 1,311,364.044 A 6" MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE I Z I I I CH2M HILL SURVEY CONTROL POINTS ': - _ + 121 184,980.197 1,312,246.650 409.73 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP ! 3 I j �� 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 DR-2 j 125 j 124 185,701.699 1,311,995.147 411.39 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP I 125 185,900.547 1,312,015.538 406. 44 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP I I I DR-3 126 186,097.894 1,312,017.915 399.06 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 127 186,566.344 1,312,040.658 397-17 "PK" NAIL IN 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 I j- i TBM1 417.67 FIRE HYDRANT AT NE 11TH ST & ANACORTES AVE, WEST BOLT I ' ' I I I I I I I j j TBM2 - . ��1 --- - --- - -- 414.40 FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH ST, NORTH BOLT ,• I I r- �� I � I I rj --__._.-_--_ � � - - _ TBM3 419.07 "PK" NAIL IN ASPHALT 15' EAST DRIVEWAY ® HOUSE 4100 "Y" ® NE 11TH PLACE �124 TBM2 TBM4 402.57 FIRE HYDRANT 348 TOP BOLT AT ENT OF WHITMAN COURT N. = ; TBMS 397.65 NORTHWEST BOLT OF LIGHT POLE NEXT TO SURVEY CONTROL POINT #127. NE 11TH ST ® 123 I --� --F B-3 ��`•, j I I LEGEND ; I t r- -I-I- - - ---1- - 1------- ----- TBM 1 ABBREVIATIONS GENERAL NOTES - - - - -- EXISTING PROPOSED ABND ABANDONED 1. CALL UNDERGROUND UTILITY LOCATE SERVICE CATCH BASIN TYPE I ACP ASPHALT CONCRETE AT TELEPHONE NUMBER 1-800-424-5555 A r'- 1�- L - 1--I -- L__-__-- 6-6h -"- I DR-4 ❑ PAVEMENT MINIMUM OF TWO BUSINESS DAYS PRIOR TO I BOT BOTTOM ANY EXCAVATION. CB CATCH BASIN CATCH BASIN TYPE 2 CL CLASS 2.ELEVATIONS ARE TO NATIONAL ADJUSTED VERTICAL I CENTERLINE DATUM NAVD) 1988. TO OBTAIN ELEVATIONS TO CSBC CRUSHED SURFACING OTHER DATUMS: NATIONAL GEODETIC VERTICAL __ _ \ y _ j I F ------------------------ - - - 0 SANITARY SEWER MANHOLE BASE COURSE DATUM 1929 - SUBTRACT 3.58 FEET --------- - - - ' DIP DUCTILE IRON PIPE DWG DRAWING EASTING 3,COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED POWER POLE DATUM 1983 j j j I I i i j --�_____ EXIST, EX, EXST EXISTING FT FOOT 4. EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING --- L-----J ..-_.-L._____.L._---� - _ J - _ _ L O 2. _ 1 FH FIRE HYDRANT RECORDS AND OTHER SOURCES. THE INFORMATION // __,________ FIRE HYDRANT IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY. NE 10TH PL B-5® U I T j " GV GAS VALVE G GAS THERE MAY BE DISCREPANCIES AND OMISSIONS. Q� -' _ • CPEP CORRUGATED - - -r - 1 - -1 --� �- - I --- - 4®`r g VALVE POLYETHYLENE PIPE 5. ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR w I i ; , DR-8 _ EST ESTIMATE UNLESS SPECIFICALLY STATED OTHERWISE. ! Z I I I I 1 DRr-5 ® WATER METER JB JUNCTION BOX 6.EXISTING TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED : >LF LINEAL FEET FROM MARCH 1997 U ¢ L ..__.------ FIELD SURVEY INFORMATION BY LT LEFT GH2M HILL. Z 1-----' `+_'_ -} - I I j MH MANHOLE I O CATCH BASIN TYPE I N OR N. NORTH, NORTHING 7,HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS i = I I I I j j DR�6� NE NORTHEAST TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO i a ! __ljyrri„ I NGVD NATIONAL GEODETIC THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY I I I I I � f RIP RAP OR QUARRY SPACES VERTICAL DATUM I I I I I NTS NOT TO SCALE NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED �_._._J �__ - L _ J _ _ J®-7 RT RIGHT HORIZONTALLY. - ; NE 1 OTH ST - _-- t - -------- L - I-------1 - - - - - -- -41 5-- CONTOUR S SOUTH & OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND ® &122 SD STORM DRAIN OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE T T'- -----------.T___._.-T 121 B-8 ----------- SS SANITARY SEWER LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT, T i FENCE LINE SSS SANITARY POLE OR TOWER TO POLE OR TOWER. DETERMINE THE ---------- SIDE SEWER EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES - I SSMH SANITARY CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, NOTE: SEWER MANHOLE TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND I I �_._-__-___ DR-t7 STA STATION FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY EXISTING PIPING AND SITE FEATURES ARE SHOWN SW SOUTHWEST LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH I I I T TELEPHONE UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND I I I j LIGHT-LINED AND/OR SCREENED AND ARE NOTED TYP TYPICAL TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT AS EXISTING. NEW PIPING AND SITE FEATURES ARE SHOWN HEAVY-LINED. W WEST MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND WV WATER VALVE TO AVOID DISRUPTION OF SERVICE. W WATER - - 9.MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE SITE MAP DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. SECTION AND DETAIL scALE: 1"=100' DESIGNATORS 10.RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY. 11. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING SECTION (LETTER) OR ON DRAWING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED DETAIL (NUMBER) WHERE SECTION OR Reid OR TO BE ABANDONED). DESIGNATION DETAIL IS TAKEN: RECOMMENDED A SHEET NUMBER 3 ^" by 12. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT FOR APPROVAL SHEET NUMBER WHERE SHOWN OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. (REPLACED M-2 ev Dali S 2e o WITH A LINE ON DRAWING zssM \ �yfA313.CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY IF TAKEN AND WHERE SECTION OR ��owAL�€ IN ACCORDANCE WITH SECTION 1-07.16 OF THE WSDOT STANDARD sY SHOWN ON DETAIL IS SHOWN: SPECIFICATIONS. SAME SHEET) SHEET NUMBER(S) WHERE TAKEN H2M HILL NA a® q�., CITY OF N.E. 1 Oth STREET/ANACORTES AVE.N.E. MAY 2003 R.CHUNG - REN TON DETENTION POND AND STORM SYSTEM ,� PRM IMPRO VEMENT OVEMENT PROJECT ;,„- C H 2 M H I L L R.A� ' r Planning/Building/Public Works Dept OVERALL SITE PLAN AND G-2 NO. REVISION BY DATE APPR w �.000enr r. runes LEGEND .an 2 �17 D - 22602 I QD CV _ i i, NNl .FE.SE t r i,, ,d_. _ — _ _ _ N _. o - 1 i C� I Z - I I a � i m _ I f I I I 1 I • 2 yQ o�. �w I 11 J I em s' j� a a�I i - i� _'I � �•�' �I- � �.- _` - I � -�. � I a I � I -' m 62 xj ul y ti F- x a a -"I IL wTo> ,�I 3 m; �-- E ..�\ - " � I %�,� \ \\ •\ s' I I o w i w I I I w I FILTER \, C I.7 \ �� _ N� 1 -- - - - - -- - T�- ;,_ a \ \ -/- .-- - - - - - -1 'Tt \ - ---- N \ \ 41, !=7 -ILL-1} ;' _ C J � � � �� � /�-_ '1`- -- --- - -�------ -__-�_- J FILT RIt`.. 4I F - I +! - q�_Y - _�_� \ L- - - - - - - - -e"w- --� i OTE 1- T 1 I - CB-41 \ 1 FILTER 1 rtl 7 �._ - I' /I 4 as° `V 2 g ! J - f s�° so n s sd - / - I --a --��, - -- - \ - � g_ rsl + - n Off. ✓ \\+o CB 40 J' - ---I- ---- . \ - / 4I I 13 FILTER r- ... 1 — L �, -/ -.•� ---1-I la'T'---- -. i c.----- --.— ¢ ��`` � -�i , ,�",o", / / -$'e - g111 EI � II i/ ui z - J L 1 a TI l k�l O - I / a O -- - - - --- -- --- >ry V G WHITMAN CT NE �t` j ilk ( li I i 3 .� ` - 3 NOTE 2 I I� ;/ ACCESS ARE 10 I J J a C9 i > i k II I �o I I I ao I y / / II i m BUILDING/ IYL 1 z = — �oPm - II �I j K:3s i f xII ? �il j I ��> i_ I BUILDI m PLAN << I I WHITMAN CT STATIONING BASED ON ROW CENTERLIN ON PLANS. SCALE: 1"=20' CENTERLINE ALIGNMENT CHANGES ABOUT STA.3+40 1 1 I- ---------------........................................................................'-.---...-..-------------r............--.-----_.............-_............_--............................................-..........----`---......_. ------ .. _ _ _.... .. CATS OTHERS - Q1 ABANDQN EXISTING FUTILITY 05 UTILITY TO BE REMOVED OR_RELO D BY 11 POTHOLE, SURVEY EX UTILITY _ �2 REMOVE EXISTING lkl1LITY 6 REFAOVE AND RELOCATE U L3TYNEEDED ,,--_._._ .................--__-__----- --,__ - CB-40_TYPE-11 54" CB-41 TYPE-II 54' QCONNECT TO DRAIN STRUCTURE: O7 RELOCATE EX SIDE SEWER, IF NEEDED .­-----------------.....................7............................_._....................._. ...-- ..-........_......._:..............-....:.....-...�.....:. ......_.......:._......._.......:.-.................:_.. _STA 8+80, §.7 R STA 8+50,:6.9 R 4 PLUG EXISTING STORM SEWER Pot """' 1 TESCTCBFILTER MONUMENT, _ O 99 REPLACE CURB,:SIDEWALK AS NEEDED 14 CURB RAMP TYPE 2A ;SOLID LOCKING LID SOLID LOCKING LID STD DET SEE S AILS :RIM EL=39485 _ RIM EL-395.08 ... ................... I I _49Q......................................... ..........-.........-._.......-- X..10'..S-' - E=389 20 EX 18" S IE 389 27 E8 N IE 389.20-_.............-------- ._......-......._......-30'--N-JE=-3M25......._............ .._........- _.-...... ................... -- -- -..- _ ----- ' .... ...... ........... ........._. ....... __ I Ill I 1� --....................i... . Y I 1 f I ............................-._...._:...-....- _...-..-....................._........`......-............ ..-....... - - -- - - - --- - - ---- _--- _-- -. ..'_ -:.. :......1 ............................................ ---- I; f _-- 3 EX 15" STORM -- - - .-- -_- --- -= -- -- =- -- = - - - .._......... ............. ... ...- _ _... ------------- �Q...................:. i �1 = --- ----=- -- 1. ,r\; ,. EX 15" STORM 1 J T- .�------- t':,`1.t 1 r ..... .. .... .....- ......... - ----=--.- - - -- ..... .... .....-. .... .. .... .. ......... ...... ............. ..._.....--- -.......-- - ---- IL--- ----------- _.... •I EX 18": STORM �� T EX 18" STORM ---= L I 1 390 36"H x 58"W 3 CMP ARCH PIPES I - I ._.... ........... --..............:......................._........_....;..-.........-- ---:..----........................- --- . .....-.............. ... ..:----............-.E......._..........i...... ...-.........:........ ........... .. ...................'- REMOVE EX CB REMOVE EX CB � - :REMOVE SIPFION CUT, REMOVE -- .................................... '...................':..............." -12 CIP 2 --- .. .._:....................................... ABANDONED CULVERTS :.......ESL 31:x50"..CMP..Af?C}1.................................. 30 LF 30 OPEP INSTALL:P p _. _-......_ _.... ................. .---------- - ---------- ............ _ .................................... .....- -. _i ..... 10+00 0 ®0 17% LUGS 9+0 8+00 7+00 6+00 5+00 _..............................._...............-.-.. .................................................................................._..........:....-------------:--.-----..........:... _: .........:.... . ..........:.._........... ' PROFILE PROFILE ALONG ROW CENTERLINE ��oUwas�9 SCALE: 1"=20' HORIZ SOME PIPE LENGTHS MAY BE DISTORTED gyp'` RECOMMENDED 1"=5' VERT °f FOR APPROVAL z; e BY V.—I S 2 e 03 cis 'FE°��� BY sS�ONAI`NG �'bS fY.2M Nltl.. wo,veytM, 1 _ OArt. CITY OF NE 1 _ RITES AVE NE May z00� ° -A'`CY '\ RENTON DETENTION POND PROJECT .0 ° awes PLAN&PROFILES • 3 D, ::AREt/ R. ST. 'A Planning/Building/Public Works Dept, STORM SYSTEM TRUNK-WHITMAN CT NE O NO. REVISION BY DATE APPR w ay (0 SEE DR-2 WATER VALVE INFORMATION (0 c\l Z Ri,; L. �� l9 Tl..=409 31 RIM EL 411 73 ,7 m PIPE VALVE ELEV=410.53 BorTM 6'W(EST)=4Q8.8 R M=411.39gW-T ZI -6'W- C _3 r SEE 4 Q. B� OT 4 CL BOTTOM=409.59 RIM=141129 C 4 13; W�IBCTTOM=�OI3.87 SW INV=409.119, 8"PIPE S INV-411.79, 6--PIPE 12'PIPE vALl'tt411v"491.21; oHP -t-,l I 13070� 4W(EST)-408.8 NE I I TH IST, N 3D I'll / __ - t_ -1 - - I _oHP_ S RAB 2 T_ UNMEA V 9 o: 5,w- SEE NOTE 2 D 2 -6"W- 91+OQ 7 19+00 SEE -LINE T 7 W573 -On 10( CB it 8's cm 2 Sb_ > _j, )k Obi I ITH !ST _97T :B 2G SEE NOTE 4 (3)SD RIM=4 1 67 NE 1 1 T LK H ST NW INV=409,99,8"P RAMP 413.36 THIS IN SECTION CIL BOTTOM-41I.56 i, SID CL BOTrOM=409.59 A PIPE 6*PIPE NOTES PIPE RIM=41 S NV=4 766.14 CL-I�CTTOM-400,84 1.SEE NOTES I THROUGH INV-40 62, 18"PIPE10 ON DR-4. -401.83. 18'PIPE S INV PIPE W IINV-408.26, 12"P E NV=408.76, 12* PE 0 7 2.CONTRACTOR TO PROTECT zl EXISTING 6" AND 4" WATER SsMH RIM=41 2 4 L) c L 1 A3.13 47 L CHANNE=3 z_ MAIN. R L BOTTOM=409.27 3.RESTORE EXISTING MONUMENT TN�rg.67, 5-PIPE AS REQUIRED. SEE DR-2 ABANDON EXISTING UTILITY (DRELOCATE EXISTING SIDE SEWER IF CONFLICTING 4.PROTECT EXISTING LANDSCAPING PLAN AND ROCK WALL AND REPLACE CB#lD, TYPE 1L SCALE: 1"=20' QREMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAJL(--1 IF DISTURBED. A 22+24.5, 17.8' LT (3)CONNECT TO DRAIN STRUCTURE DD-1 RIM EL=411.27 CB#lC. TYPE IL (I)REMOVE EXISTING SIDEWALKS AND CURB AND 12' N INV=406.67 A 22+18.7, 23.9' RT ®PLUG EXISTING STORM SEWER PIPE GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. RIM�E+_-41-1.19 ...... .................... ----------.......--------------------......... ....... .... ............................ .............. TO 415 EXISTING: ........... (D_v.TIuT._Y TQ._9.E__REMQYW OR.RE-WAQ. ..BY__0Tj!ER$..........SEE.RENTON_-STD-.PLAN:.F-38....--------- .......................... 415:� .... 1�" SE INV=406.25 4'S7D GROUND- + ©REMOVE AND RELOCATE UTILITY ®REPLACE CURB AND SIDEWALKS AS IiIEEDED. =406.25 SEE RENTON STD PLANS. 1�" S INV EX T ,so 12' 16 LF 12"CPEP LF 12"d'PEP ........ ........ . ............................. .............. .............. .............. +00%---. .................. ........... ................... ......................... ...................a........................................................ --------- .................................. 410- I c ............... . ....... ...... .............................. ................. ................................. .... ............................................. 405 ........................ ................... ................ ---------------.................. ................... ........... 405. CY -------CB#4. .*- ------ E 2 54"2 1 CB#2 a 4 2 CP C94213, TYPE:1 0:1.00% A 17+66,'1.5' RT A 11+ 7 1:619 RI :2'G A 19+88,:14.2' LT A 19+87, IC2' RT 35'.1 C EP RIM EL=415.98 RIM FL!jj� RIM EL=4j3.33 RIM EL=413.30 @ 1.007 30" E INV-�409.89 q 30" s iNv-.403.12 1.2.'-N INV�408_% ------------- . ......... -12--S INV=408,53 ---------- ........... ......... --------- ........... ................ ----------- ................ ----------------- .................. 400 8'ss 466--4' SINV4411.76 (EXS�T 8"ss ::--301-WANV--�403;10­ 8"ss 1 q CB fl, TYPE 2 72" CB 2 TYPE 2 54' EXISTIN' G GROUND O:ROAD C A 21+9f.5, 2.1' LT 7 RIM EL=411.90 A 19+88,-1.5' RT ............................. RIM EL=4f3.60 41 3iT -ElW=401.70 .......... ............ ....... ............ ... .............. ................................. . ............. ............ .......... . . ....... ...3b,"E,*'v' ................... IN :_fjjbj.Z�L.* ............ 30" N IW=401.50 (SEE SHEEP IDS-2)E� 73-0-W INS=402.25 li,s 18- S IW=4-01.83 Lli _CEYST) 2: N INV4408.40 _12- W-IW=4-0826 (E;XST) - -- - - - - n 11,2• S INV�408.40 ........... ....... ....... ...._127..NWJw=4Q5.9 .............. .......... ......................... .............. ................ .......................................... ............ -------------- ............... ............. .............---------- ------------ ---------------... ................ ............. 41101 12" SE IW=406.39 f(4"W EST) k__ 77 EF 30 ............. ---------- ........... -W-.CPEP__0..0.27%. ----------- 222 LF 30" CP .............. -1...[ I I I I EP 0 0.28% .028 < ........................ 95, . ..... LF 4 0 17 ......... T ............. .............. L.t........... ............ ............. . ..................... EX 8"S- w EX 8"s-j G sss w sss sss w w Slss w �ss d sss SSMHCB#lAss , VPE IL a ................ 42, 15.3' LT CROSS SANITARY 6.�Zj:�O ­1................... ....... ............------------_--------------- ............. -WE mm.: 415 tX-ISTING RIM EL=411.67 ................................ ........... --------------- ............................ .........-----------.............................................................................. -----------------------_ SL -R,--,FF%t ------ ------------------- CB 1 2* NW INV=406,7 9 ON DR-4 2 IW­4�QS.?O 1 hi 4' RT': ikeid 31' 12" C'PEP ;�- -I . _ 11 P2i; .38, i6. PROFILE 0 1.00% a RIM EL=4i 1039 SCALE: 1 HORIZ RECOMMENDED com .......... ....... 1"=5' VERT FOR APPROVAL 410 BY DI-J _�-ZJ-03 5 �7` P 5 s'))tm 405 2'G 32' 12* CPEP Cfl2M MILL N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 EX 1 2' 0 0.50% AM CITY OF SID m 8 R.CHUNG REMo D) w DETENTION POND AND STORM SYSTEM 7K RENTON "tD j. PRETS L DATUM IMPROVEMENT PROJECT .............. ..... .............CH2MHILL -R.ADAMs Planning/Building/Pubric Works Dept. 0 PLAN&PROFILE DR-3 ss ss NO. REVISION 13Y DATE APPIR T.PIATIN STORM SEWER TRUNK NE 11TH ST 5 -17 I D - 226605 I (.0 (0 Z� N c� J 4 DRAINAGE AND UTILITY NOTES.• 7. 1. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS IT RIM 4-097 NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY- CL 97 PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE. IN INV=409.3-41 6'PIPE 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. 9 ---------- T, 3. FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL I-OHP Fl- 6'w BE MANHOLE FRAME AND COVER MARKED 'DRAIN" PER CITY OF RENTON +00 C 14+ftn STANDARD PLAN B074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE 4 0 8"S -7 ___ - T_ __T SHALL BE LOCKING. -7 13�S 7 2 S VSD 0ABANDON EXISTING UTILITY 0 " ?t S�w_ 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE 2'G 2"G LLI CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO (I)REMOVE EXISTING UTILITY 0 1 50, CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. QCONNECT TO DRAIN STRUCTURE ®PLUG EXISPNG STORM SEWER PIPE ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES (?)CB TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT gUTILITY TO BE REMOVED OR RELOACTED BY OTHERS THE DIRECTION OF THE ENGINEER. AND RELOCATE UTILITY NE C) ©REMOVE ANACORTES VE 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON < (Z)RELOCATE EXISTING SIDE SEWER IF CONFLICTING THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE WITH NEW STORM SEWER. SEE DETAIL �2 4,6 CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS 7 DD-1 9 NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. ®REMOVE EXISTING SIDEWALKS AND CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK SEE RENTON STD. PLAN F-36. SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL BE IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT (I)REPLACE CURB AND SIDEWALKS AS NEEDED. --I SEE RENTON STD PLANS. COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED PLAN BY THE ENGINEER BEFORE ANY CONSTRUCTION. SCALE: 1"=20' 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 435 ONLY. THE CONTRACTOR SHOULD PLAN FOR AN ADEQUATE LEVEL OF 415 CB#65, TYPE 1 435 POTHOLING TO VERIFY ALL UTILITIES THAT COULD BE IN CONFLICT CB#6A. TYPE 1 WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A 14+77, -13,3' RT LT - A 14+94, i5.6- A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. RIM EL=41 9.00 ....................................................... RIM EL=411.15 _d............ -------....................... 12'.-SE.-INV--406,73....... .............a............ 8. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND 430 42*-NW.W="65...... 410 430 MAINTAINED DURING CONSTRUCTION. 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS THAN l'-O" VERTICALLY BETWEEN THE PIPES, PLACE 1'XI'X4" STYRENE ............ --------- ------------ .......--------- -- ----------- .......... ......................................--------- ..............%.................. 425 ..............................w............................... w 405 FOAM BETWEEN THE PIPE. STYRENE FOAM SHALL BE DOW ETHAFOAM CB #5, TYPE 2 54" a 2'G 425 HS-45 OR APPROVED EQUAL. C 4, TYPE 2 �4" A 16+38, 2.0' RT 0 LF 12"CPE. �l LF 12"CPEP L0 a 1.00% SEF 0 1.00% DR-3 RIM EL=4i4.76 a 10.FOR PAVEMENT REMOVAL AND RESTORATION SEE �3 ............. .............. .................................................................... DD-1 42027 ............................................ ........................... ...................a 11. FOR PIPE INSTALLATION 30" N INV-7-403,25 400 �-Ss C SEE : 420 C13 #6. TYPE 2 54' DD-2 A 14+83,':2.0' RT 0 .......... EXISTING GROUND 0 ROAD RIM EL=411.42 ........... ---------------: ............I...................................................... 415 .......................... .....3O'-S-.IN\f--403,7ja --------.......... ------------------------ 30" IN M=403.70 415 12" SE INV=406.52 T- 12"LW I INV=4, T ---f 06.�2 ............... ........... ................... t........................... 4 .. ...... .......................... - 4-i'6" ................................. d.... ..........I...I. __ _� - _:_ L--' f I __I.:... 4 C) 49 LF ��O" ICPEP 0 0.27F 10;1 LF 30 CrIEP 0 018% lia LF 30- Ckp 0 0.27% T .................. ......... ...... F"1 ................................................................... < ..................................................----------­--- ........405 1 1 : - ........... ....................... T- ..................... ...................... ..... -------------- ------- ................. .........I.. *E rOfE 9 ....... ........L*400 .................. .............. ...... ....... f w . ........ a 400 C; 5S w K; SSS a SSS G a w SD W: iss a ................. ------_----...................a....................: ...................... .................... .......................................: ............................................................................................a .................................................... PROFILE SCALE: 1"=20' HOR_IZ 1"=5' VERT RECOMMENDED FOR APPROVAL AL 5.41.3 By P.-a A -0 5+00 12 11 By Sa_ CH2M HILL R. m"c CITY OF N.E.10th STREET/ANACORTES AVE.N.E. -MAY 2003 DETENTION POND AND STORM SYSTEM im PRETS RENTON DATUMIMPROVEMENT PROJECT rain CH2MHILL R.ADAMS Planning/Building/Public Works Dept _N-4 NO. REVISION PLAN&PROFILE By DATE APPR _-WT.PUTiN � STORM SEWER TRUNK ANAGORTES AVE NE 6 -17 IDI-1212101016 (0 WATER 'VALVE INFORMATION SEE DR-6 co U) c\j 1_j 6WV RIM EL=409 54 A LINE - ANACORTES AVE NE & NE II WV RIM=409 48 c� , - / TOP OF PUT=4011 11 EDT. 'E_ B�llTTDl.Ll.=,40,8.I pl"E -4064 EST r FILM _A06, - 1 ITH ST CONSTRUCTION ALIGNMENT IW RIM=44 I .P N'I STATION NORTHING EASTING I�w- 408 11 a_ W INV=408.25� 6' 'PE 6-,,BOTTOM OF _�IPE=406.4 EST --- 0 BOTTOM OF NOTES E INV-408.05, 6"PIPE % 6 i i POB 10+00.00 185001�34 1311367.79 iSSMH RIM=409.52 Tp PI 18+78.99 184978,22 1312246.47 cl) 1.SEE NOTES 1 THROUGH 10 ON DR-4. I 402�711 8:N If 9 4 I.E. 402 a 2 8 S LLJ P1 18+78.99 184978.22 1312246.47 I E. 402.82 8'IN i f P1 21+19.93 2.CONNECT EXISTING 6" STORM PIPE > 71- - 3 184973.59 1312487.36 --- -SEE- : - i t� NEW C8#8B WITH APPROX. 5' 'w- SO (DCB P1 21+19.93 184973.59 1312487.36 TO NEW 6" PVC PIPE 0 2.00% SLOPE. 7 POE 26+34.63 184964.57 1313001.98 2 3.CONTRACTOR TO POTHOLE & SURVEY CS NACORTES 8 LINE - NE 10TH ST F- CONSTRUCTION CL ALIGNMENT ADVANCE > LOCATION OF 2" GAS LINE & DETERMINE 28D "0 VE7 IF THERE IS A CONFLICT IN OF THE CONSTRUCTION. COORDINATE WITH m T STATION NORTHING FASTING PSE GAS FOR RELOCATION OF f) q)Sii POB 1 0+00�00 184973.59 1312487.36 A lee 0 GAS LINE IN ADVANCE (SEE SPECIAL 4 S PROVISIONS). --A PC 11+43.70 185117.24 1312491.14 C 0 PC 11+43.70 185117.24 1312491.14 -00 6'w Pi 11+55.25 185128.78 1312491.45 --A TU44--- OABANDON EXISTING UTILITY SO -4, AVE185114.61 1312591.11 - - -(ANACORTES VF PT 11+66.70 185139.96 @REMOVE EXISTING UTILITY �:u -0V DOC 57'17'44.81 1312494.38 (1)SOEWW'A�K 7 'Ob A-LINE(NE 10TH ST F------------- ­Q�rl - PT 11+66.70 185139.96 1312494.38 (I)CONNECT TO DRAIN STRUCTURE RAM PC 13+28.30 185296.28 1312535.35 /1 7, Z SDI, S 4 AD !,� '' 1 1 - ®PLUG EXISTING STORM SEWER PIPE PC 13+28.30 185296.26 1312535.35 Y`7 9 (�j)UTILITY TO BE REMOVED OR RELOACTED BY OTHERS PI 13+41.30 185308.86 1312538.64 mo �6 ©REMOVE AND RELOCATE UTILITY -7, 185321.63 1312438.61 PT 13+54.17 185321.87 1312538.61 Vol 11 z (2 RELOCATE EXISTING SIDE SEWER IF CONFLICTING _J'c @SIDEWALK PT 13+54.17 185321.87 1312538.61 RAMP PC 6+49.48 85617.18 3 2537.92 WITH NEW STORM SEWER. SEE DETAIL opo 2 GAS LINE 2 185617.18 1312537.92 9 -�9 1 CONFLICT SEE PC 16+49.48 DD !/ I Pi 16+98,06 185665.76 1312537.80 j NOTE 3. 185617.06 1312487.92 ®REMOVE EXISTING SIDEWALKS AND CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. It PT 17+26.58 185667.04 1312489.23 SE E RENTON STD. PLAN F-38. A DOC 88*21'26.20" &REPLACE CURB AND SIDEWALKS AS NEEDED. PT 17+26.58 185667.04 1312489.23 SEE RENTON STD PLANS. PLAN SEE DR-6 POE 24+03.66 185684.85 1311812.39 SCALE: 1"=20' CB188. TYPE I A 12+92, 14.6' RT .............. .................................................................................................... ..................------------ ................................. ........................... ............................ 4 - -----RIM_'EL-� �34...... 4M a i415 435 CB A TYPE 1 12" S IW=404.84 CB#8C. COkRETE INLET C0#8A, TYP a W IN�--404.84 A 12+16, 16 LT Ai 12+84, 12 i A 12+56, 13.5' RT RIM:EL=409.22 w RIM EL=40 6- E I ....................................................... =409.39 _E INV=404.7430 w ......... .................. ................................ ...................-------------------..................................... ............. '410 430 a 6,w 12' CPE (EST) r 0 1.00%: ........... :...................E...................--------------- ..................................... -------------................... .......................... .................................................................. :405 425 > 425 7 11 LF' 12.0 1 : 2 -19- 12- CPS IN CPEP4 0 G 36 12 CPEP: G 2' a 1.00% 1.007 w _T SSS 0. 1.007 a w .......... ......................... - -- --- ------------------ .... .............. -- ---------------------------- ............ ...........--_-----------------_-- 446--- a ....... ------ ---- ---------- -- - ----- --- ---- .................... a ........ a CB #8. TYPE 2 54' :400 420 w CO III 10. TYPE 2 54* r A 12+9C 5' LT C8 #9. TYPE 2 54 a RIM EL=409.69 C8 #7,TYPE 2 54 m A 12+19, 5' LT z A:10+99, 5.5 LT A 13+73, 2.5' RT 30" N W=404.20 RIM EL=46.66 RIM EL=41 0.06 ................... ...RIM 10410.00---- ------------ ...... ...................................... ......... w................ ---30n S-INV W4:20 ------------- JfWzH4 TYPE:2 7 ......... __Ce_#jj._7WE:2..7 36' N INI SEE DR-6 415 4-1, 5 30" IN:INV=404.00 a 12" E INI 30" IN INV-404.45 a a 0 30" S:IW=404.00 a 12" IN INV=404.65 12' W INV-4404 59 EYISTIN:G GROUND 0 ROAD C ............... ......... ................ ........ 4- a 41 2 El T EST ST_� 98 LF 30- CEP 0 0.22h. 406.4I 006 4 F] E"' COEP 0 0.327. LF 14 I PILIF 30 30" CIDEP 0 0.347 78 LF 3(l":CPEP1 0 0115% 2G EST v ................. ................ .................. ..... .... - J_I ......---------­--- ................................... ................ ... ................... 405 0 F RELOCATE 10, W . MH � SEE DETAIL w a I I RELOCATE 6"W ............ ........................ .....................................-------------............................................ ..................................................................................... .................. ....... SEE DETAIL ...................A 400 400 DD-2 w G a SSS: IN so a a G IN G G SSS' G: G S - a B(3T. EST : 'w a GROSS SANITARY ItO6,4 'DD-2 - ABANDONED w a a SEE NOTE' .....:...........SEWER,..............­­..................................---------------------------..................... .................................................------------ ------------_-- .................. ................ ..........---------:.................. ... ...................................................................................... 9 ON DR-4 Reid PROFILE SCALE: 1"=20' HORIZ RECOMMENDED 1"=5' VERT FOR APPROVAL BY 39578 ONA lftft, BY L wvz 4-2f-ll v -���C.214xYmxwoCITY OF N.E. 10th STREET/ANACORTES AVE.N.E. MAY 2003 R.CHUNG DETENTION POND AND STORM SYSTEM J.PRETS q.!iR RENTON IMPROVEMENT PROJECT C H 2 M H I L L -R.ADAMS Planning/Building/Public Works Dept. PLAN&PROFILE DR-5 NO. REVISION BY DATE APPR T.PLATIN STORM SEWER TRUNK ANAGORTES AVE NE 7 -17 D - 220007 1 � ' ' 8 co - N _ � — I ; N I W - g ,fiI --- _ I i USED IN ANACORTES CT N + I y N¢ 5 P L s Ij NOTE- TROLLED CURB -� - -- ------ -- ---.-_ - ro 1 13 f(ILT - ��\ I ! .'6'n ------ i 7 ;; -- -- --- - - - - -- W - 1 ABANDON EX STING(UTILITY - --- - - --- i It ce-so ( �2 REMOVE EXISTING �ILITY I US \ 03 CONNECT TO DRAIN!STRUCTURE -- - ' 12 I 4 Ii - f ®PLUG EXISTING STORM SEWER PIPE ( REMOVE TANBERELOA TED E OR RELOCATED BY OTHERS( �, J I ! ml I f 1�. T -- --.- 13 FILTER DO UTI Al l�RELOCATE EX SIDE,SEWER, IF NEEDED -- I o' I_I _I;_ _� �� I I Il f I I I I I I i 4 Li Q9 REPLACE CURB,SIDEWALK AS NEEDED p' '= "' i I I — 1"— -- -- ;° \ 1 I I L - I --- OSEE STD DETAILS L-- --- i i I I� I I �!� ' i I ANACORITE CT NE ' i11 POTHOLE, SURVEY IEX UTiUTY I i I ' 11 ! 5RESET MONUMENT, IF NEEDED --- y l'CSC CB FILTER I i I !'i i I Y 13 1 9 h / --- - _ 14 CURB RAMP TYPE 2A - ._ ---- - - --- - - ----" - --I I ! ! I I �II I i T ` ' J o \ \ I i I -- - ---- ! tl I I j i pp; au r I I ! ! I .'• I I I I I I i III i � I I .--.-------- i I I II I I I I I i PLAN ANACORTES CT NE STATIONING BASED ON ROW CENTERLINE SHOWN ON PLANS. SCALE: 1'=20' STA.3+00 ANACORTES CT=STA.18+79 B-LINE ....... --.._.------ --------..............----.----.._.,...............................................-..-..-.....:................._.. ---------- ------.............................................-------..-......................-.-_........-_........--._..-..........-------..-.--. ---------' -..............................------------------------ '.CB/E12 ' SEE SHEET DR 6 CB £0 TYPEII 48" FOR FULL INFO FOR 1+72 RIM EL=40384 SOLID LOCKING LID RIM EL=409.4 ...........................................................:....................-............._................ ............--..-.--..-.._........ _..... ....... S----1 - 6.30-.... .................................. . _........... _.i... ...i.-. ......:.72" Er AO ... 'EX CONC. INLET :EX CGNC.INLE': i i .. ............. ............. ..... .-. ...--- '---.... ............. ................... .......----- ...------'- -------_--_ RIM i i i E E E i _ - _ _ _ - 1.2..�1"�d40r380.-. -409.29 IE=407. = - - POTHOLE AND SURVEY 8"=E IE 407 00 UTILITIES BEFORE CONSTR. UTILITY NE B":W FX 6EC.µ4IE=407.0 EX n'LW IE 4J753 W 8 =407.30 NEW 8 =407.50 1 1 5 LOCATIONS: RELOCCOORDATES IINATE F EEDED IVATE ......-..-.-..... ............. . -' ..._......................---.:..-----.._-.-..-........-._..................415'...._........._..................._ . ' _..... ...-._-...-..:.. ._............:....... ...a-- - ----- ............. ............- ... ._............ ............. .................... " E !E ;N " WIE _ \� C 0 F E - SSS E4 Ei. GL' El El is W : .l_ l kt :EL - UFK UtJK UN✓, :. t I/6..0 .�-t E.. 8�6 .......................................:................... K fE UNK— .................................................:.........._1Y.:.................:...................:........-.........:... ._-I N.-_ INk .. .-....-- UNK UNK UNI< 'UNK FL : UNK UN'R I . .. .. ..... ...... . .-..--....... ..---......-. ............. ............. ...... ...... ....... o EX EX 6" - tr -- - - --- -- — -- — _ -- -- —. .— ....................:........ .. .................... .. ................... 92�:.......... .....:................... .. ... ......i_ _ L g _..__. .. .. ........ ........... .--- 6 w ........ ... �5......-.- ........... .. [ RELOCATE a' - un e 5 ATE ` 13 LFB" DI ®2.3� K CONNIrCT TO EX INLET 131LF 8" DI ®�.8% ..........................-...._........................ - ....--...-...._.....' _... - ...'........................ 400 ..... . ..... . ... _.-... ............- ............. . ........._.. ....................................... -...... ----.... .......... ---------.--. ........... ............. CONNECT TO EX INLET 137 LF12" DI 00.36% 3+00 2+00 1+00 .... ' ......... -................................................. - - ................_................_.....................................................--...............----------- .-.....................:...................:...... .-...... '---------------............ ...:...................:..........._...._. ...:-...._ _ ...... _ ............................................................................... :............:............................................................................... J.SJ PROFILE PROFILE ALONG STATION LINE �wAs SCALE: 1"=20' HORIZ SOME PIPE LENGTHS MAY BE DISTORTED RECOMMENDED I"=5' VERT FOR APPROVAL „cOISTEa��i�F�o- BY Ll_ ' 6_ s'1B' FSS�ONAIENG t�L�1Ms BY wp EYPIPES t0ltef}.�o !aLN HILL CITY OF NE 10th STREET/ANACORTES AVE NE �+or 200 � 0 CAHFY `J .n DETENTION POND PROJECT RENTON cAa= PLAN&PROFILES 9 e/ a STORM SYSTEM TRUNK-ANACORTES CT NE Ji, , ��D. CANE Y;R.<_TE Kn' ��� Planning/Building/Public/Buildin Public Works Dept- � �--7 N0, REVISION BY DATE APPR F. SMAr.A 9 °i17 _ � � c� hF� r� 1J L_ � � I NOTES: Qt ABANDON EXISTING UTILITY N 1.SEE NOTES 1 THROUGH 10 ON SHEET 5. APPX SEPTIC TANK RESTORE DISTURBED N I (I)REMOVE EXISTING UTILITY LOCATION _-_ AREAS WITH SOD CB 17 TYPE 2 48" � 1 2.UNKNOWN PIPE. CONTRACTOR TO EXCAVATE (I)CONNECT TO DRAIN STRUCTURE I 4+06 1 4' LP N 2' BACK AND PLUG AFTER HOME SIDE SEWER ®PLUG EXISTING STORM SEWER PIPE --- r HAS BEEN INSTALLED. 1- _o_ 12" E INV=410.90 (EXST) 8"W ABANDONED - Q5 UTILITY TO BE REMOVED OR RELOACTED 8Y OTHERS 12"W IN=4410.90 3.FOR DETENTION POND SECTIONS, S DR-9. `_ 1 -I t 1 " - CB f 178 TYPE 1 BB24+10,:OPERT t�REMOVE AND RELOCATE UTILITY BLACKBERRY _'+ 4.FOR GRAVEL ROAD SEE DETAIL / 1 @7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES I `"' ""'' ' - 12.-.,NE INV_4.16159..-H24+44,..B.1'-.LT RIM EL=420.0- _;' REMOVE WOODI i FENCE, REINS714LL ; i DR-9 2 WITH NEW STORM SEWER. SEE DETAIL -- 12 INV=41 E INV 01 S.FOR ASPHALT ACCESS ROAD SEE DETAIL ' BASEMENT DRAINS. r DD-1 DD-1 SURFACE ( ) �I `;"--- -- " SE S.gO RI L= S 4t6. I _ SE INV=417.75 6.FOR PLANTING, SEE L-1. ®REMOVE EXISTING SIDEWALKS AND CURB AND CLEANOUT� LOCATE AND CONNECT '.------.- 'CONTRACTOR TO POTHOLE ow a _-_---- _I3 GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A 2% MIN I q J I `� ----- --- 1R"W..TO.-CQNFIRM EL 7 DEFLECT NEW FENCE AROUND EXISTING TREE SEE RENTON STD. PLAN F-36. p GROUND FORE C TR G 42 EXOUNDSTING BE ONS 0 AS NEEDED. (I)REPLACE CURB AND SIDEWALKS AS NEEDED. BID ITEM- ABANDON EXISTING I ' �i-,- GI30 LIMITS OF ASPHALT SEE RENTON STO PLANS. SEPTIC SYSTEM. INSTALL NEW ELs u i 11 SIDE SEWER FROM HOME "' -- :--PAVING FOR ENTRANCE i CO FINISHED r _...._ .. �s-z PRESERVE TREE .,� ,, _._ I 4KD RAMP TO SEWER MAIN. 'F 1; I,_ { c 15 GRADE END `"a o 4 B 23+91, 80' Lf 12* Di 41 \> f + BEVELLED RELOCATION I PIPE ND 61% Q 11 lF 12" CPEP BEGIN RELOCATION COATED CHAIN I-` C OF EXISTING i a 1 ® 1.00% N leszc3.o - _ r Of EXISTING WIRE K FENCE 1 INV=407.5- E 1312844e WIRE FENCE. LLI --- _. .... . -- /- FENCE TYPE I. SEE �- -+ ,i 410 PROPERTY LI_ -" SEE410 -- - - v -mI aS r - -- _ CITY STD PLANS --- i - - `® 4 86%" CAUTION SEWER NOTE 7 EP \ . .. i = ._ --- I' CP ,1 �I ` D0 T.DIS D REMOVE t �- OS _ --. ✓ T EES N I 1 hWRE FENCE ROCK_PAD AT �EE s a.-� I CB 16 TYPE-2 54` i 2'. -- --- r ---------. \ nl 3 ! ------- PIPE END, SEE - -- ] NOTE II 4 _ - \\.� ._�_ 6 23+22.5,:12.4' RT - - / - --c ---- ---- n�G '. \�.`\ �' \\ *i:l - - �i ..................................... .....-. .. ....... RIM EL-414:43 _ .. .. 12" =409.50 12` ----- -- - ; w INv aloso --- ------ y �! 12" NE INV=4 DR ..� _ it..... ........ ................. .. .... 12" S INV CB 16A:TYPE 1 �---. _ - _-- - 2 SW I - fifi-0 � 1= 23+69.2, 63.6' LT 6 R ' - - - RfM EL 4�3 - N E _ N lesfxe `.�-„4 7os- \-' �._. � .,., BEVELLED I _ --_ 12 NE fNV-411.08 ------------- �i E 1 td-__.______ _ S r_- - M iBe2J0.3-- _ - _._�__._�1312 ` J 4......... - \'( -- p G -.... _ EXESiING GROUND ABND 8 W r . BEVE - la+euc 4- --- - 415 .. PIPE D �10 ®{os -_ QUARRY SPAN 3 . - 5 N - 415[ M� AEE£ S RAMp l�, - 3 CB FINISHED 2"G. 4"C AP%EL 15 LF 12" N iB52HJ .� ;:i_. BL�wsn'WAl1-. '.. -SEE - t`� �, ,� {' t.-_ ��� GRADED Ets UNK A - ry-~ ✓ AIL DIP 00.5% .�E,i r / I SHEEL DR 9 nn { 1 / Q GRASS '� ': ---- ; . -'�` '1\ _.._...-s �ulz24or - r, '410 410 .. I ., _ i._ - ''.: 11-.iu.�� E t nTu13121b.1 - n Fes t t fM€RGENCY OVER NYV ------ - ��- E vu73e.1- nw3es` - r / - 75 F 0 %PEP 12 E 31z zBa �C - �I ROCK PAD AT o E a1} u -- PO 0 _ ca \ n 1B3 .�_ SPILLWAI;�SEE - -___-_- - PIPE END: SEE MIN 1312 28.5 '-.__ ..� / `�'_ _--_..__, .y 'P Y 1 ...-. ... .. .. ... -- '• 4122 N 1�Z2i7..` g' 5 ...-.05 .. .. --- / ®�BB.o r.Y. 0I`RFL�M.ST�UCTURE :� N 1 I.. 4 D BOTTOM rn N 185241.4 E 1312722Z DRT-9 N`{� E••S az -_ - -E 1312714.4 -•�..� �. - l ..__` D� APP% --0{t2.z e CB 19, TYPE 2 54" CB 15. TYPE 2 48` q w� -- rEiit3s-" .-. .... ... ... .. - -- $ 23+36 - .FLOW CONTROL TYPE 2 __ --- N ieswes $23+52, 1$2' LT B 23+09 5 ' EDGE OF u1znl.e CB 18, 36 LT 48 T LT - n NV=405.80 STRUCTURE- N 185022. _ - RIM EL=413.91 RIM EL'=413.5 GRAVEL - -`-- - �� N 1°5° s ey zxyo.4 - BEVELLED PIPE END .B 23+21.6,;77' LT _ DR 2_ € B N 1 a hiss �t t .I 12" E INV=408.50 :. --- ROAD - _ E'31z899. RIM EL-413s65 8 NW INV=405.91: 1 " ti. !1 _ u 0 SW INV-405 91 18" W'INV=405.83 6"1 MIN. - - - - -- �� 18" NE INV=406.00 - 2:1 f1�Wi E 13128Y8.6 Q3 C .... . 18"SE _ E INV=406.50 18" NE INV= �� G CB 18 1. 18 N 405 83 "_,._ EL 4u.3 - ro 12' GRAVEL ACCESS ROAD N1 �� EX(S7fN 415 INV 406,00 12 NW 4W-409.13 .. tA',{,' GROUND 41 /. _� G - - - - -w lf; 5 _- FINISHED SIP PE G .:htii:4,(�r-N.'„E N 185298.3 �` <j FENCE / \ % \\�: ... - ._ ... - .... BOT EST ROUND _ DOUBLE 20' R4 GRADE ©EBRIS E 1 1 B / m -. _ /2 1 MAX ( ) .��;NI N aNet 413 ... .....t1aRRIER .. .. ----- DOUBLE 4oe a i f FLOW CONTROL LINK GA E .s,ae� o� 410 GRADED _. ... m ' P N = I CDKED CHAR 26� o' GRADE I I I 410 Er C.•NE �. STRUCTURE, SEE + w CITY STD. PSIAIVS. R-25 'I I 25 LF 18" o - 0 0 3 28.1 1 T LT........ O 2 j -EPEP._........... : ...66.1F:18" CREP....:..._-...-.. ... .-...45..LF_.18'_CPEP........... ..._ 4 DR-9 ASPHALT I �CdE S ROAD 0 2-00% 405: ® 0.30% 41 ® 0 }GPE .. _.. o ACCESS LOAD 40 TB EXISTING ROCK PAD AT: I 2"C 4-G 4"G ..- 0.20% 5 ON CB 20 TYPE 2 48" PIPE END, SEE - _ BERG N REMOVE `.OTRVELTURE..5 . o R ® _ . -� CAU730N GAS UN€S WI FENCE B 23+53, 54.T LT R-9-_ J o TOP OF STRUCTURE=411.50 DR-9 SEE DR-6 1$" SW IW=407.0 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW PLAN SCALE: 1`=20' PROFILE Raid SCALE: 1"=20' HORIZ 1"=5' VERT RECOMMENDED = FOR APPROVAL >,�o� ♦ �AYs BY �Q AL BY/fir -l-b•'J011 ®�CH2M HILL R.CHUNC CITY OF N.E. 1Dth STREET/ANACORTES AVE.N.E. MAY 2003 CH2MHILL �- = REN TON DETENTION POND AND STORM SYSTEM J. PREfS ,i-"-� i aATUM IMPROVEMENT PROJECT NO. R.AOA""s .ua.'°E.e Plonning/Building/Public works Dept. DETENTION POND PLAN REVISION BY GATE APPR "�� 11011[!C<aOftfy DR-8 T. PUTIN s ex eB 10 17 D - 226610 CV ........ N .-----......................._...-._..._.- _... N COATED _-... 0- CHAIN LINK FENCE TYPE 1 L..-...._424...---...- W FENCE 1 C A GATED ' t0 NORTH PL _.....- _........-... _ PL SOUTH 20 ROUND MANHOLE COVER WITH F RENTON `........_.4.1.5-'---.._....-.......i. _ - ..... LOCKING BOLTS MARKED STANDARD PLAN BR— ) DRAIN _ — —..! .... - -- . ..................... ......... .EX STI (SEE .......... - �. NG GROUND_ HANDHOLDS D o - - — — T.. '.47 .. MAX 4.1Q....................'.........I.. I FINISHED - .._........GRADE_. z M.Ob.ULAR..BLOCK-.WALL.-SEE.SECJION. - T P OF RI R PIPE a'-0" TOPSOIL TYPE A. C..G.. .............:...... STANDARD J 10 SEE SPECIFICATIONS. __.. - ......- STEEL LADDER/STEPS 4 OVERFLOW ELEV 411.5 ELEVD GALVANIZED ......................._......-_.. 2' MIN . .. EL 405.5 PONFIBOTTOM. .................................................................................... - _. _.........................: _.-....- ................... OS PP 4 I E SUPPORT SEE INV ELEV. 410.50 WITH o ORIFICE DIA=4 SECTIONNOTE 3) 30 079 ---------.---------.._.....-........-:................ STEEL —� M R EAR GATE ..............._.:................. : i c STEEL .."-...--....___...........__.- - - : i ALUMINUM ClFANOUT GATE SHEAR - ............. ............. CHAIN U -N ..... ..._....-... -......----- ------- .._......... ._.......-.. -.._. ".... PIPE STANDARD PLAN BR ) COATED - CH NK FENCE TYPE 1 - ....... .".:.. �_ �OUTLFL INLET PIPE CM NTO5 DIAMETER MIN CITY OF RE 4Q9•5 _ OR PIP ............ 25 ...............................:.. ...... ................... L. E ........... - ------.... ...........— ...-......- - ."........... ..... ............................................- PER PLANS — o P AST INVERT ELEV. INVERT ELEV. PER PLAN MODULAR 420......................................... ' CHAIN LINK FENCE TYPE i XISTING W=D.> ..- ... ....... ........... _.. BLOCK WITH ORIFICEATE d. RESTRICTOR N wEsr-...P�.. _..._...-... / E COURSE - -:........-..y..�. : I SAS EL 413. — 1......._......:............................. OR-NATIVE...:.._. .... EL4 POND BOTTOMTERIAL -- 6 C - POND WATER SURFACE ELEVATIONS EMERGENCY OVERFLOW WS 12.5 3 OVERFLDW WS EL411.9 410....... E_ - 5 I 5 12"W(DE BERM................. - 1....0"..IOP.SOl .... . 0 L :40 : �F OESIGNWS EL411.5E - L .' . AND ACCESS ROAD. F- A SEE 1"' __....-....--._.- �` WATER REMOVABLE SEE DETAIL [ FINISHED 1I SPECIFICATIONS. I `' -- couPur+c I GRADE 405.'..............._�- ..................... L 405.5 A A _.................._..._........_:....-...... fNJD$OTTOM-............._.. : — _ SECTION C C _r - ...................".... ...---..----.........--... • ...................E. S SPECIFIED ECTI O N B B....................................... TOP OF PLATE WITH \ ORIFICE AS ELBOW DETAIL SPILLWAY 3 PLAN VIEW PROFILE EL 413.5 3 I1)— I — 11� TOP OF SPILLWAY SCALE: 1"=20' HORIZ =11�111 EL 412.2 CB #19 FLOW CONTROL STRUCTURE 1"=5' VERT - SEE CONSTRUCTION GEROSION SCALE. NTS SEE RENTON STD DETAIL BR-04 PL ENLARGEMENT FOR PERMANENT EROSION =11 I XX 12' WIDE MAX CONTROL (CLASS A 3" THICK ACP FOR NOTES AND OTHER DETAILS BELOW CL B EXISTING GROUND ELEVATION SURFACE NOT : I EL 413.74 - 2%. _ TOP OF BERM 13'-0" `� ---_-__ _ EL 413.5 EL 413.5 (BEYOND) 1.CONTRACTOR TO PREVENT RIP RAP 2 3 1'-O" TOPSOIL _ _ — FROM EXTENDING THROUGH THE ASPHALT 1�-— — — —4" CSBC— — - — — _ _ — — ESTIMATED DEPTH TOP OF SPILLWAY EL 412.2 1•_O" PAVEMENT, AND PREPARE A SMOOTH SURFACE FINISHED ON WHICH TO PLACE THE ASPHALT. GRADE PREPARED OF ORGANIC LAYE _ 3" ACP CL B SEE NOTE 1 ICI SUBGRADE_ _ FINISHED GRADE e l` EL=411.50 -I -III FINISHED GRADE d4 3 IlL III PLACE POND III_ 2'-3't EXCAVATE EXISTING PLACE POND '.;a ± 1 AS REQUIRED EMBANKMENT POND BOTTOM GROUND 1'-6" ORGANIC LAYER - _ _ -- EMBANKMENT �is ,. EXISTING 4B"0 EMBANKMENT FILL. SEE (DEPTH AS REQUIRED ll= IIL=_ SURFACE FILL PREPARED �, . 4'-0" GROUND 6 MIN SPECIFICATIONS. BY ENGINEER — — — — SUBGRADE :40 1% V-6" SURFACE COMPACTION ) - — -(j - -- 4" CSBC MIN TOPSOIL _ — COMPACTED i�lJ=II1I11 I _ ° "D'_ i� DEPTH POND BOTTOM CONSTRUCTION GEOTEXTILE CB 20TOP OVERFLOW STRUCTURE 4 J 1 2%\\ BERM AND ACCESS I)= I= FOR PERMANENT EROSION RIP RAP -- BERM OF 1�• �• Reid CONTROL HIGH SURVIVABLILTY SCALE. NTS SEE RENTON STD DETAIL BR-13 XX ROAD DETAIL �� (CLASS C) FOR NOTES AND OTHER DETAILS SCALE: NTS XX 3 "4'c � SECTION RECOMMENDED 1 EMERGENCY OVERFLOW SPILLWAY �2� FOR APPROVAL CONSTRUCTION •.� ,� SAY' By S-2 -03 '--� GEOTEXTILE aiAL SCALE. NTS XX FOR PERMANENT By EROSION CONTROL D 4-zsv (HIGH SURVIVABILITY, 2M HILL AS SHOWN CITY OF CLASS C) CH2MHILL R.CHUN° ,�� N.E. 1 T N POND JANAC STORM AVE.N.E. MAY 2003 "'J. PREIS ='�� REN TON DETENTION POND AND STORM SYSTEM °"" DATUM IMPROVEMENT PROJECT "® NO. REVISION BY DATE APPR Mom'aw.MS Planning/Building/Public Works Dept. DETENTIONPOND CROSS SECTIONS DR-9 T PLATIN AND DETAILS a 11 n -_ D - 22661 1 01 ------ RECOMMENDED CONSTRUCTION SEQUENCE cli CID I. HOLD A PRE-CONSTRUCTION MEETING. 4 3 c� 2. FENCE CLEARING LIMITS AS SHOWN ON THE PLANS. 1 NE 1 H�c� 3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. 4. INSTALL SILT FENCE, AS INDICATED ON THE PLANS. On, CO 5. GRADE AND STABILIZE CONSTRUCTION ROADS. NE 117H ST; �- — _ - s � I6. INSTALL ALL OTHERS ESC MEASURES INCLUDING INTERCEPTOR DIKES, DITCHES, AND SWALES, Sf TEMPORARY CULVERTS, CHECK DAMS, AND QUARRY SPALL PADS, SIMULTANEOUSLY WITH THE CATCH',BASIN CLEARING AND GRADING WHERE INDICATED ON THE PLANS AND WHERE OTHERWISE NECESSARY. BASIN -—--—--—-- C r� L.Typ-L FILER, FILTER- NE 11TH Lf_TF TYP CLEAR AND GRADE IN PHASES TO MINIMIZE EXPOSED SOIL. I. j of 7. STABILIZE (E.G. MULCH, INSTALL EROSION CONTROL BLANKET, VEGETATE) ALL CUT AND FILL 1 SLOPES AS SOON AS THEY ARE GRADED. z 8. INSTALL CATCH BASIN FILTERS IMMEDIATELY FOLLOWING CATCH BASIN PLACEMENT. 9. TEMPORARILY OR PERMANENTLY COVER (E.G. MULCH, INSTALL EROSION CONTROL BLANKET, q • �J, / i VEGETATE) ALL OTHER DISTURBED AREAS. COVER REQUIREMENTS DEPEND ON THE TIME OF THE YEAR; SEASONAL REQUIREMENTS ARE EXPLAINED IN (12) BELOW. ETCH BASIIN 10.INSPECT, MAINTAIN, AND REPAIR THE ESC MEASURES SHOWN ON THE DRAWINGS, AS WELL AS L ___j RjER, TYP ADDITIONAL MEASURES NEEDED TO MINIMIZE EROSION AND SEDIMENTATION IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURERS' RECOMMENDATIONS. 11.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON 2 DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR V EQUIVALENT. MINIMIZE THE USE OF PLASTIC SHEETING. 7� 12. STABILIZE ALL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE. 13.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. T 14.UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REQUEST FINAL CITY INSPECTION. FOR POD; SITE _j EROSION CONTROL, 15.REMOVE TEMPORARY MEASURES ONLY WHEN DIRECTED TO DO SO BY THE CITY. SEEJ-7:2. II 42 1 ANACORTE 14 GENERAL NOTES 4 3 3— W Nt-I; i 1. SILT FENCE SHALL BE PLACED 2' FROM CLEARING LIMITS UNLESS SHOWN OTHERWISE ON PLANS. L _4_�L 1-4 U-1 NE LOTH Ll 2. EROSION CONTROL BLANKETS SHALL BE USED IN ALL CUT AND FILL SLOPES 3H:1V OR GREATER __P IMMEDIATELY FOLLOWING FINAL GRADING. 3. PRESERVE AND PROTECT ALL TREES IDENTIFIED ON THE PLANS AND BY THE ENGINEER. DO NOT xc MOBILIZE EQUIPMENT OR OTHERWISE DISTURB THE GROUND WITHIN THE DRIP LINE OF THE TREE. ---------- 4. REFER TO LANDSCAPING PLANS FOR PERMANENT REVEGETATION. 4 TEMPORARY EROSION AND SEDIMENTATION NOTES 411-7 -70- jL I (CONTINUED ON DWG NO. T2) tTER, TYP 1/j, 1, THE CONTRACTOR SHALL USE PROPER EROSION AND SEDIMENT CONTROL PRACTICES ON THE 43 A 301 i 4326 __L_-_ - I � BASIN IL CONSTRUCTION SITE AND ADJACENT CONSTRUCTION STAGING AREAS TO PREVENT EROSION IN AND DOWNHILL OF DISTURBED AREAS, AND TO PREVENT THE DISCHARGE OF UPLAND SEDIMENTS I i I I OR SEDIMENT-LADEN WATER INTO WETLANDS, WATER BODIES AND LOCAL DRAINAGE SYSTEMS. 2, THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (TESC's) PRIOR TO PERFORMING ANY CLEARING OR OTHER EARTH DISTURBING ACTIVITIES AT THE PROJECT SITE. 4, 3. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENTATION CONTROL (ESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION ---- --- I If F. .I it 1;1; IS COMPLETED AND APPROVED 421 L BY THE ENGINEER. L CATCH BASI� oo,, _T 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED ILTER JW!"I SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE F11 TFR,_T-YP NI 1 4- 1 i 774� =_ OTH ST UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR ------ L:_ CHANGING SITE CONDITIONS, E.G., ADDITIONAL SUMP PUMPS, 'RELOCATION OF DITCHES AND ADDITIONAL CHECK DAMS, STRAW BALE BARRIERS, MULCHING, AND SILT,FENCES. ETC. -*7 K+ I I ` ; __,_-- - - ____ ___�� _ j ": j --i_-`-�C=« �F_ ___, - �`v = , 5. THE CONTRACTOR SHALL NOT SCHARE TURD WATR GENERT FRM CONSTRUCION ACTIVITIES, DIRECTLY TO ANY STREAMSDI .G STORMBI WATERE SYSTEMSA INEDLETS,O OR DRAINAGET DITCHES BEFORE THE SOLIDS HAVE SETTLED OUT OF THE WATER. 7-t f MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT SE NE T 116 STI 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND ACORTE OF DAILY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND CT NE! OF WEEKLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). CATCH' BASIN FILTER, TYP LEGENDPLAN RECOMMENDED SCALE: 1"=50' Fat APPROVAL CATCH BASIN FILTER #3 BY SILT FENCE m By PLASTIC CONSTRUCTION FENCE v CH2M HILL ESC BLANKET CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 1�R.CHUNG REN TON DETENTION POND AND STORM SYSTEM — C H 2 M H I L L J.PREIMPROVEMENT PROJECT R..ApAMs Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL T-1 NO. REVISION 13Y DATE APPIR T PLA71N PLAN&DETAILS 12-17 . IDI-1212161CD11121 EROSION AND SEDIMENTATION NOTES N I M t j I (CONTINUED FROM DWG NO. T1) 7. AFTER ANY 24-HOUR RAINFALL GREATER THAN 0.5 IN, THE CONTRACTOR SHALL INSPECT TESC N 1 - I ----r— MEASURES FOR INTEGRITY. ANY DAMAGED TESC MEASURES SHALL BE BROUGHT TO THE d I j I I y I ATTENTION OF THE ENGINEER AND REPAIRED IMMEDIATELY. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON IN ?� SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, ! i MULCHING, PLASTIC COVERING, ETC.). 9. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF PLASTIC CONSTRUCTION FENCE AS WELL AS BY SILT FENCES, AS SHOWN ON THE PLANS, AND SHALL BE INSPECTED BY THE ENGINEER PRIOR TO CONSTRUCTION. _ DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE 1 PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. THE CLEARING AND GRUBBING LIMITS SHALL BE Ia , MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. THE f 'I� CLEARING AND GRUBBING LIMITS SHALL BE MARKED USING PLASTIC CONSTRUCTION FENCE + j4 AND/OR SILT FENCES, AND SHALL BE INSTALLED PRIOR TO ANY CLEARING AND GRADING - E VE 1 wit ACTIVITIES. I'-_.-_-- SEE-NOTE -' ELACKBERRIES. I W - 1 Yj I 10. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING VEGETATION BEYOND THE 0 — r(rw N le}oas I i CLEARING LIMITS. 3EE NOTE N 188282.2 . E 1}12811.8 E 13126`1 PROPERTY LINE - - - - DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS - - - / 1 GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 \ - HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING, OR PLASTIC COVERING. I t I I ! I _ II II \ II; T I 12.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE _ WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR QT' I TO PAVING, THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13.STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF - + CONSTRUCTION AN MAINTAINEDHE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN _ � I - - " FOR THE DURATION OF THE PROJECT. _ 'j �- � ^�r� \ I 14. THE TESC MEASURES SHALL REMAIN IN PLACE THROUGHOUT THE CONSTRUCTION PERIOD. INSTALLED EROSION AND SEDIMENT CONTROL MEASURES SHALL ONLY BE REMOVED AFTER STABILIZATION OF UPHILL DISTURBED AREAS AND WITH THE APPROVAL OF THE ENGINEER. _ - 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL NTROREQUIRED, IT SHALL APP LIED IED -? -- --- - 7' --- AT A 2-INCH MINIMUM FTHICKNESS. STRAW MULCH SHALL NOT BE USED IN WETLANDS OR WETLAND BUFFERS CND --- -- -� - - --- MOVE 9LT FENCE - ...- --- _; -. .�_ ,; -- - 'ARE I UM ITS EE '--- -_----- - I __ BLACKBERRIES. j 16. AND OTHER PAVED AREAS ADJACENT TO THE SITE N 18s2Y3.e �; -- _-" - ti ;SEE NOTE ' AT THEEND COFR EACH LWORK DAY. THE ROADS AND OTHER PAVED AREAS ARE NOT CLEANED DAILY, THE CITY WILL CLEAN THEM AND DEDUCT THE COST FROM THE CONTRACT PRICE. T - - 17.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED TO APPROXIMATELY 80 POUNDS PER ACRE). — } - _ i 2 .7 18.INSTALL EROSION CONTROL BLANKET ON ALL FINISHED GRADE SLOPES 3 HORIZONTAL TO 1 Z VERTICAL OR STEEPER SEE DETAIL -\ - -- - - - /�w'_,`- •� ----- � � _._ e^N� _�.I II V I AL AIL i 19 FILTERSINSTALL CATCH BASIN CLEARING AND GRADING ACTIVITIES.I BASINS LOCATIONS AT PRIOR INSTALL CATCH BASINFILTERSON NEW CATCH BASINS PRIOR �'✓ O o I .� -�j TO ANY RUNOFF FLOWING INTO THE GRATE. FOR CATCH BASIN FILTER, SEE o j \ 20.FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL SEED AND FERTILIZE THE DISTURBED AREA, AND ACHIEVE AN ADEQUATE GRASS COVER BEFORE REMOVING ANY SILT FENCE, CHECK DAMS, _ O I SEDIMENT TRAPS OR SETTLING BASINS AND THEIR ASSOCIATED TEMPORARY DIVERSION DITCHES. SEDIMENTS SHALL NOT BE ALLOWED TO ENTER ANY STREAM OR DITCH AS A RESULT OF - x ' =x- - - RUNOFF THAT MAY OCCUR AFTER CONSTRUCTION IS COMPLETED. ' 1ti 1.`., _�.�:�_ .-'.:.E !i 4•F01 Fi.;f: I II 21.THE CONTRACTOR SHALL NOT DISCHARGE ANY CLEANING SOLVENTS OR CHEMICALS UTILIZED FOR E 13�1 879.8 REMOVE 1 ::,� ��, i/ I , --- ------ -- I lTasooz., it FOCE `-, ,'•'\ - +� jl II j TOOL OR EQUIPMENT CLEANING TO THE GROUND. REFUELING OF EQUIPMENT SHALL BE BLACKBERRIES. `-v[u.�'='"�-' I i E 1312..2 \ /• I� x / I STABILIZED jl I I -I"' l j CONDUCTED AWAY FROM THE DRAINAGE FACILITIES AND DONE IN SUCH A MANNER AS TO SEE NOTE 1. i It' CONSTRUCTION i X i j i II PREVENT SPILLS FROM ENTERING THE GROUNDWATER OR WATER BODIES (INCLUDING WETLANDS). 1' ENTRANCE I I 22.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS IN AN APPROVED / — — as ?' II I AND PERMITTED LANDFILL FACILITY. EXCESS EXCAVATED MATERIAL SHALL BE TAKEN OFF SITE TO `! AN APPROVED AND PERMITTED LOCATION OR TO A COMMERCIAL TOPSOIL COMPANY. 4— — I ! 1 I I jI 111 i 23.THE CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT ANY PETROLEUM PRODUCTS, CHEMICALS, OR OTHER TOXIC OR DELETERIOUS MATERIALS FROM ENTERING THE GROUNDWATER IN ANY MANNER. 24,THE ENGINEER HAS THE AUTHORITY TO HALT CONSTRUCTION IF EROSION CONTROLS ARE NOT NOTES n LEGEND MAINTAINED PROPERLY OR IF A VIOLATION HAS NOT BEEN CORRECTED. THE CONTRACTOR SHALL 1.CONTRACTOR TO REMOVE BLACKBERRIES IN PLAN ® CATCH BASIN FILTER BEAR ALL RISK AND ALL COSTS OR ANY WORK DELAYS CAUSED BY THESE ACTIONS. THESE AREAS (AND OTHER AREAS AS DIRECTED SCALE: 1"=20 0< )( < SILT FENCE BY THE ENGINEER). CONTRACTOR SHALL EXCAVATE TO A DEPTH OF V MIN., OR GREATER R°,',d b - N CLEARING LIMITS FENCE AS DIRECTED BY THE ENGINEER, & BACKFILLED 3 ,« b pv� RECOMMENDED WITH NATIVE TOPSOIL. AREAS OUTSIDE THE FOR APPROVAL POND EXCAVATION SHALL BE GRADED TO 1�01 ESC BLANKET BY 17 S Ie o3 PRE-CONSTRUCTIONS ELEVATIONS. M78 y" • f Qi.,am � BY 2.CONTRACTOR TO STABILIZE ALL CLEARED AREAS A IN ACCORDANCE WITH EROSION SEDIMENT ° �O �R'O@CH2M HILL CITY OF N.E.10th STREET/ANACORTES AVE.N.E. CONTROL NOTE #8. o.E I-=Zo• �"""`.�°:�« � MAY 2003 R.CHUNG RENTON DETENTION POND AND STORM SYSTEM CH2MHILL -� PR�S LL__ I DATUM IMPROVEMENT PROJECT °m,nows � Planning/Building/Public works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL �T-2 NO. REVISION BY DATE APPR T.runN > .a> PLAN 8 DETAILS 13°",7 D - 22�613 co N MAINTENANCE STANDARDS N MIN. 2" - — I` OVERLAP —" II 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. cV —_I I— d SEE NOTE 6 ICI ANCHOR IN 6"W MIN. TRENCH 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND Imo" AND STAPLE AT 12" INTERVALS CONVEYED TO A SEDIMENT TRAP OR POND. li MIN. 6" OVERLAP 3.IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO T III—{II=���II�II III— I=III-- THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. STAPLE OVERLAPS MAX. 5' SPACING 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. SLOPE BRING MATERIAL DOWN TO A LEVEL AREA, TURN 5.IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, THE END UNDER 4" AND STAPLE AT 12" INTERVALS ATTACH CONSTRUCTION FLAGGING NOTES: IN SENSITIVE AREAS (WETLANDS) 1. IF THERE IS A BERM AT THE TOP OF SLOPE, AS SHOWN ON THE PLANS WIRE RINGS(TYPICAL) ANCHOR UPSLOPE OF THE BERM. FILTER FABRIC r' 2'x4"xl4 GAUGE 2. SLOPE SURFACE SHALL BE SMOOTH BEFORE MATERIAL TYPE 1 WELDED WIRE FABRIC PLACEMENT FOR PROPER SOIL CONTACT. ¢ OR EQUAL 3. STAPLING PATTERN AS PER MANUFACTURER'S RECOMMENDATIONS. 4. DO NOT STRETCH BLANKETS/MATTINGS TIGHT, STEEL T4 OR ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES. 2 X 4 WOOD POSTS. 6' O.C. 5. FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS. 6. LIME, FERTILIZE AND SEED SLOPES BEFORE INSTALLATION ¢ OF EROSION CONTROL BLANKET. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION OF EROSION ELEVATION CONTROL BLANKET. EROSION CONTROL BLANKET SILT FENCE DETAIL SCALE: NTS XX SCALE: NTS XX RUNOFF WATER FRAME WITH SEDIMENT 0,S' 0 5 MIN GRATE MIN As GEOTEXTILE FABRIC ReQUIR OVERFLOW BYPASS ��PO (Sfe N'e50, �lN FOR SEDIMENT REMOVAJR , 1) +� 15' MIN NOTE: PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1.STABILIZED CONSTRUCTION ENTRANCE10" FILTERED WAT SHALL BE LENGTHENED AT LOCATIONS CATCH BASIN DESIGNATED BY ENGINEER. ORANGE PLASTIC ::: e 2.CONTRACTOR TO INSTALL STABILIZED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONSTRUCTION CONSTRUCTION ENTRANCE ON ALL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 10000000110110 FENCING SECTION A-A UNSURFACED CONSTRUCTION ROADS --- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 300000000000 WHERE THE CONSTRUCTION ROADS 4' MIN. EXIT ONTO PAVED ROADWAY. 100000 000 000 100000000000 i i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ METAL GEOTEXTILE FRAME 3.QUARRY SPALLS, AND CONSTRUCTION / 00000000000 300000000000 FENCE POST FABRIC GRATE GEOTEXTILE ARE INCLUDED IN BID ITEM FOR STABILIZED CONSTRUCTION ENTRANCE. 110 — �° QUARRY SPALLS I—III III—III—III—III—III—III III—III—III—III—III—III III—I CONSTRUCTION GEOTEXTILE FOR N PERMANENT EROSION CONTROL 1'-6" MIN. (HIGH SURVIVABILITY, CLASS C) NOTE: A DO NOT NAIL OR STAPLE FENCE TO TREES. A STABILIZED CONSTRUCTION ENTRANCE CLEARING LIMITS FENCE DETAIL SCALE: NTS XX SCALE: NTS XX a PLAN PLAN RECOMMENDED rS FOR APPROVAL 1CATCH BASIN FILTER �3� 5 8 �. Pc. s 18� SCALE: NTS XX � f1YO R.C HILL AS SHOWN CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 �. PRIG REN TON DETENTION POND AND STORM SYSTEM CH2MHILL DA,uM IMPROVEMENT PROJECT „� o R.ADAMS Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL T-3 NO. REVISION BY DATE APpR —T PtAnN DETAILS 14 '17 D -226614 co NOTES: j` N 1.PRESERVE AND PROTECT VEGETATION NOT INDICATED FOR REMOVAL. 10.ON POND SIDE SLOPES, APPLY MEADOW SEED & FERTILIZE PRIOR TO I 2.CULTIVATE SOIL IN CLEARED AND GRADED AREAS TO A MINIMUM DEPTH INSTALLING EROSION CONTROL BLANKET. Plant Materials List N OF 12 INCHES BY HARROWING, SCARIFYING, DISKING, OR OTHER `; METHODS. SYMBOL COMMON NAME SCIENTIFIC NAME TYPE MATERIAL QUANTITY N 11.IRRIGATION SHALL BE PROVIDED BY CONTRACTbR-FOR- YEAR TO d 3.METHODS, ENGINEER SHALL APPROVE FINISH GRADES BEFORE ESTABLISH THE VEGETATION. I : -rt WESTERN RED CEDAR THUJA PLICATA LANDSCAPING. O TREE 45',CONTAINER 7 4.HYDROSEED GRADED AREAS WITH MEADOW SEED MIX BEFORE INSTALLING `--- -- t C!) I PLANT MATERIALS. cf, I i I LEYLAND CYPRESS CUPRESSOCYPARIS LEYLAND2 TREE 2"CAL.8B 8 S.OWNER'S BIOLOGIST SHALL INSPECT PLANT MATERIALS UPON DELIVERY. `; -- 6.INSTALL PLANT MATERIALS AS SHOWN ON DRAWINGS. LAYOUT OF TREES i I I AND SHRUBS SHALL BE APPROVED IN FIELD BY OWNER'S BIOLOGIST I s T u AMENzIES2 TREE 4-5',CONTAINER 7 OOUGLAS-FIR P EUDO S G PRIOR TO INSTALLATION. --� ' i�`%------- - - -- i I 7.INSTALL 3-INCH DEEP, 3-FOOT DIAMTER RING OF BARK MULCH AROUND MOCK ORANGE PHILADELPHUS LEWlS2 TREE 3"CAL.BIB 7 � I ALL PLANTED TREES AND SHRUBS. � 3 (� &LANDSCAPING SHALL BE IN ACORDANCE WITH SECTION 8-02 ROADSIDE I PLANTING. = OO OREGON ASH FRAXINUS LATIFOLIA TREE 3 GAL.CONTAINER 11 I 9.REMOVE ALL BLACKBERRIES IN THE WETLANDS BUFFER AREA BY �.= -- CLEARING AWAY THE PLANT MATERIAL AND THEN EXCAVATING THE SOILS i I (D O RED OSIER DOGWOOD CORNUS SERICEA VAR.SERICIA SHRUB 5 GAL.CONTAINER 5 BELOW AN ADDITIONAL 1'-0- (OR DEEPER AS DIRECTED BY THE t ENGINEER) TO REMOVE ALL BLACKBERRY ROOTS A�6GF14L THESE EXCAVATED AREAS WITH NATIVE, CLEAN ;OPSO11 F FARE-GONS�fIRUCTION 1 r- �' CAMELLIA CAMELLIA JAPONICA SHRUB 4-5'CONTAINER/B8 29 I ELEVATIONS. l n COATED CHAINI ^ LINK FENCE (TYP)) - W O EVERGREEN CLEMATIS� CLEMATISARMAND2' I VINE 2GAL CONTAINER 9 \P PERTY LI _ ---- { _ I N B:BALLED&BURLAPED i --- Tot al 74 r - y� - ' - - ,z � -,LIMITS,(* Meadow Seed Mix r-- _ .. \ _a' � _- ___I COMMON NAME (Pef '.. _ Y--�� -_.� ��--- -�. � -�-- ��l I I � SCIENTIFIC NAME PLS ? DWARF PERENNIAL RYE,BARCLAY OR PR8820 LOLIUM PERENNE VAR.BARCLAY OR PR8820 29.4 EUREKA HARD FESCUE 8.8 FESTUCA OVINA DURIUSCULA'EUREKA' 1.. '✓ �; RED FESCUE }_ r y ____:r _ ,\-\ FESTUCA RUBRA 5.9 _ /. ... .... \� .: --- -- I COLONIAL BENTGRASS �... .. . �:'---'- - -- _- � _ � �.�.., �� AGROSTISTENUIS0.6 �Ft(O(3W'$EL i .... 1SEER ': DWARF YARROWACHILLEA DUTCH WHITE CLOVER TRfFOLIUM REPENS IU S'.'.'.. -- - I _._ %....''. - - _ - SALINA STRAWBERRY CLOVER M -- �_� \ 2.9 ... -. ` -� r TRIFOLtUM F 4.7 - -- - j. . - ----- q r ^t �` \ - {. GIMUMUM 2.4 ::: . - � - �- _ M MARIT � ... .... `l \� S PERENNIS _ SWEET ALYSSUM ... ... -- jl. ...._.., -L. ---_- __-_.---.-.-......_ '---f...._.�--:_� ........... - ":_ ENGL SH DAISY f.� ... .. .... BABY BLUEEYES NEMPHILA MENZIES2 -- �� 1.2 WEED SEED - ... ' ...-. ��. - - r r � OTHER CROP SEED t �� QIQG ' -- - - �� � _ � 2.4 .... ..� F� �\ ;.\ _ =. ` 1 Notes: PLS:POUNDS OF PURE LIVE SEED TO tal 60 T' 0.3 MAX. { _ / 0.9 MAX -.i w �.. i r m ;-G .`.. �KIEADBW.SEED._MIX \ / Q. b `i 41 �C Z�Y . - CONT AINERIZED TREE OR . AN C _ \ SHRUB (TYP) ^(} - �\ -- 1 ET ALL PLANTS AT NURSERY U1' 7 \ 12' GRAVEL ACCESS ROAD 4 LEVEL (TYP) Q _ j �/ '� 3-FOOT CIA RING, 3" OF BARI• i ems. TOP DRESSED (PER SPECS) , -NK �-KE ^ - l-x SHRUB BED SOIL PREPARATION " s C wr inK r rece i DEPTH (SEE SPECS) SEE NOTE 9, �_ \ Iv 'I \ \\ Fill ISH GRADE THIS AREA. i I FINISH DEPTH PER SPECS Lj / I I -II----- p \ REMOVE LY NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC PLA1 MULCH UNDISTURBED SUBGRADE V ROOTBALL + 1.5 TIMES ROOTBALL WIDTH (PROVIDES FIRM BASE SO THAT SCALE: 1"=20' ROOTBALL WILL NOT SINK) . Rem TREE OR SHRUB INSTALLATION(j� RECOMMENDED N.T.S. FOR APPROVAL �s�a Sti BY G 2e-o3 IaNAL B CH2M HILL 1 -20 o.:.b'.o7,., CITY OF N.E. 10th STREET/ANACORTES AVE.N.E. MAY 2003 R. �H RENTON CH2MHILL =° DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT a® ADAMS DATUM Planning/Building/Public Works Dept DETENTION POND LANDSCAPING L- NO. REVISION BY DATE APPR ...ma T.PLATIN PLAN aem 15�17 D - 226615 cfl cfl CV TRENCH EXCAVATION N SEE DETAIL ASPHALT CONCRETE FOR PAVEMENT PATCH N PAVEMENT CL B. 0.3' COMPACTION DEPTH ° Z � o.os FT/Fr d (n MINIMUM SLOPE POSSIBLE CLEANOUT _ d - < _ SEE NOTE 5 BACKFILL MATERIAL NATIVE IF IT MEETS SPECS, OR IMPORT PER SECTION 9-03.19 CSBC, 0.5' MIN (BANK RUN GRAVEL). COMPACTED DEPTH 45' MAXIMUM REMOVE CONFLICTING d SIDE SEWER EXISTING TEE ' NEW STORMWATER PIPE 6 NEW STORMWATER PIPE SEE NOTE 1 l '��/ ASPHALT ACCESS ROAD RELOCATION ABOVE NEW STORM PIPE (TYP) SEE DRAWING BELOW FOR DETAILS AND NOTES SCALE: NTS XX PIPE ZONE MATERIAL PER SECTION 9-03.16 BEDDING MATERIAL FOR POSSIBLE CLEANOUT _ THERMOPLASTIC PIPE SEE NOTE 5 EXISTING SIDE SEWER 6' NOTES: a REMOVE CONFLICTING 1. INSTALL SADDLE IF EXISTING TEE IS NOT a a 4 f—EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) SIDE SEWER USEABLE FOR RECONNECTION. SADDLE W/6" DEPTH AS APPROVED BY ENGINEER \ \ '/ TEE (ROMAC OR APPROVED EQUAL). SECURE TO e ° BACKFILL WITH FOUNDATION MATERIAL MEETING NEW STORMWATER \\\ ! MAIN WITH STAINLESS STEEL BANDS. TAP THRU ' ' SECTION 9-13.6 QUARRY SPALLS 3' MAXIMUM LENGTH —CONNECT SIDE SEWER SADDLE. PIPE — WITH ELASTOMERIC NOTES: OF FIRST PIECE OF z' FLEXIBLE COUPLING 2. CONCRETE BLOCK REQUIRED AT NEW SADDLE STRAIGHT PIPE — WHEN ANGLE AT MAIN EXCEEDS 25'. SEE CITY 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. BEND IF NEEDED INSTALL DETAIL DWG BR39. 6"x 4" REDUCER, 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: 2. HAND TAMP UNDER HAUNCHES. EXISTING TEE �, IF NEEDED POLYVINYL CHLORIDE (PVC) SDR 35 OTHER SEE NOTE 1 MATERIAL, AS APPROVED BY CITY INSPECTOR. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY 1/8, 1/16, OR 1/32 4. FOR 3" SEPARATION INSTALL VX 2' X 2" EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 0.02 FT/FT BENDS AS NEEDED THICK STYRENE FOAM BLOCK BETWEEN NEW HAND TAMP ONLY. MINIMUM SLOPE NEW 6" SIDE SEWER PIPE AND 6" SIDE SEWER RELOCATION. EXISTING FOAM BLOCK, SEE NOTE 4 5. IF SIDE SEWER RELOCATION REACHES CURB 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE SEWER MAIN EXTEND NEW 6" SS TO BEHIND SIDEWALK AND FLOW LINE IS MAINTAINED. INSTALL CLEANOUT PER CITY DETAIL DWG BR33. CPEP STORM PIPE 6. ALL SIDE SEWER RECONSTRUCTIONS SHALL SIDE SEWER RELOCATION (TYP) BE APPROVED BY CITY INSPECTOR. TYPICAL TRENCH BEDDING AND BACKFILL SCALE: NTS XX SCALE: NTS XX 12" CPEP IN MANHOLE OR j 12" CPEP TO POND �2" FROM CATCH BASIN PIPE 111I a TO POND / WALL �� CB 17B 4„ PLUG 4" BEVELLED END + + SECTION SEE NOTE :::::F7�1 12" CPEP 12" FROM 12" CPEP _� TO DOWNSTREAM UPSTREAM TO DOWNSTREAM USE RUBBER GASKET ADAPTER "12MIN FROM CB 17 CB 16 4 _�i 2" EXISTING OR RUBBER BOOT CONNECTOR REMOVABLE REMOVABLE FROM UPSTREAM MAX V-6" O FOR SMOOTH WALL PVC AND PLUG, SEE 1/3 NOMINAL PIPE DIA HDPE PIPE. AT MANHOLE OR CATCH BASIN IL U PLUG, SEE 3"t, WHICHEVER IS GREATER NOTE 3. NOTE 3. SEE NOTE 2. 12" FROM STANDARD PIPE - 3" MIN CB 16A 12" FROM JOINT = x CONCRETE PIPE 112" EXISTING CB 17A _< PLUG PLAN VIEW — CB16 PLAN VIEW — CB17 ° T _ + y NOTES: 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT II '.'o:: NON SHRINK GROUT. DRY PACK FROM oo��pp oo 2p MM�NN��TO SCALE AND ARE SHOWN FOR SCHEMATIC — EARTH SIDE. WATERPROOF BONDING 6" WHICHLIERRISiGREA7ER PURPOSES ONLY. THEY MAY VARY FOR EACH CB. ','o_:p.:; ANGENT OVER EXST CONC SURFACE 2. THE CENTERLINE OF CB 17 SHALL BE OFFSET BEFORE PLACING. MIN FROM THE EXISTING 12" STORM PIPE TO THE NOTE: EAST TO THE DIMENSIONS SHOWN. CUT PIPE END 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP AT EXISTING MH'S AND CB'S CUT OPENING IN NOTE: ADS #1233AA OR APPROVED EQUAL. WALL AND REMOVE ONLY ENOUGH REINFORCING IF THERE IS NO CHANNELING FOR THE PIPE BEING PLUGGED, STEEL TO INSTALL PIPE. STEEL TROWEL THE PLUG TO A SMOOTH SURFACE CONFORMING DETAIL — CATCH BASINS 16 AND 17 TO THE INSIDE SURFACE OF THE MANHOLE OR CATCH BASIN. SCALE: NTS XX MAN H 0 LE AND CATCH BEING PLUGGEDIF THERE IS AW THLING, FILL CONCRETE HE CHANNEL STEEL TROWEL ALLEPIPE EXPOSED Re"w,�O BASIN PENETRATION AND NEW CONCRETE SURFACES SMOOTH. RECOMMENDED 3 *` � FOR APPROVAL FLEXIBLE JOINT DETAIL PIPE PLUGGING DETAILS B4�= o, :� SCALE: NTS XX SCALE: NTS XX B zzaa iawA� eve CH2M HILL ^ n"' CITY OF N.E.10th STREET/ANACORTES AVE.N.E. MAY 2003 AS SHOWN is DETENTION POND AND STORM SYSTEM ®R.CHUNG � ..0 RENTON CH2MHILL J PRE IMPROVEMENT PROJECT ,v1�1 DATUM 01�01� `�.ADAMS Planning/Building/Public Works Dept. DRAINAGE DETAILS DD—1 NO. REVISION BY DATE APPR T.PLATIN 16-17 D = 22616 CD CONSTRUCTION NOTES AND RELOCATION N SEQUENCING: PLACE CONCRETE N EXISTING GRADE 1. CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR AGAINST UNDISTURBED BLOCKS AND SHACKLE RODS AROUND EXISTING PIPE EARTH BOTH FACES N WATER MAINS TO BE RELOCATED, AND/OR AS a DIAMETER ALLOW 5—DAY CURING TIME VARIES DIRECTED BY THE ENGINEER. ALLOW 5 DAYS SHACKLE VARIES — 10' TO 12' TYP M _ FOR CONCRETE TO SET CONCRETE CURING TIME BEFORE CAPPING EXISTING RODS III=IIII=I I I I=IIII=IIII- (n MAINS TO BE RELOCATED AND/OR AS DIRECTED Fin _ BY THE ENGINEER, O SPOOL Di (MJ) p — 2. CITY CREW WILL CUT AND CAP EXISTING WATER 8' MIN 3' MIN 3' MIN ~ SLEEVE OR ADAPTER MAINS AT BOTH ENDS AND INSTALL TEMPORARY EXISTING 10 4 45' BENDS (MJxMJ) (TYP) (CI To DI) EXISTING Q Q 18 MIN. CAPS AND PLUGS ON END OF EXISTING MAINS AND WATER MAIN EXISTING WATER MAIN EXISTING WATER VALVES, AND SHACKLE CAPS TO DEADMAN BLOCKS. CUT OUT AND REMOVE WATER MAIN VALVE IIIII— IIIII1III III-IIII=III= 3. CONTRACTOR TO INSTALL NEW STORM PIPE AS EXISTING IIII=11 =11 SHOWN ON THE PLANS. TEE 4. CITY CREW WILL ASSEMBLE AND INSTALL NEW SPOOL NEW GATE SPOOL CLASS 5 1/2 SACK VALVE NEW STORM SHACKLE RODS CONCRETE PIPES AND FITTINGS UNDER NEW STORM LINE AND DI DI SHACKLE RODS VERIFY (AS REQUIRED) 3000 PSI MIN EXTEND SHACKLE RODS FROM DEADMAN BLOCKS (MJxMJ) WATER PIPE PLAN VIEW ACROSS NEW PIPE AND FITTINGS AS SHOWN ON SLEEVE OR ADAPTER 18" MIN z FLANGED TEE PLANS AND DETAILS. CITY CREW WILL CONNECT DEADMAN ANCHOR 18" AT VALVE RELOCATED WATER MAIN TO EXISTING WATER MAIN BLOCK (Cl TO DI) MIN #4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS AND VALVES. SEE DETAIL N VERTICAL CONC. IN EACH DIRECTION ON CENTER OF PIPE 5. CONTRACTOR TO POUR THRUST BLOCKS AT SHACKLE RODS (TYP) BLOCK 3'x3'x3' CENTER IN CONCRETE FITTINGS AS SHOWN ON PLAN AND DETAILS, r2 (SEE CITY DETAIL BR-27) BACKFILL AND COMPACT TRENCH. CONTRACTOR FOR 6"WM USE 2-5/8" SEE STD DETAIL B-22 t—r——�— —SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, XX 8"WM 4-5/8" FOR TIE ROD REQMTS EXCAVATION, AND OTHER WORK AS DESCRIBED IN 10"WM 4-3/4" CONC THRUST BLOCK DI PIPE SPOOL + — CITY OF RENTON SUPPLEMENT SPECIFICATIONS MIN 2'x2'x1' LENGTH AS NEEDED (TYP) CONC THRUST BLOCK 1 SECTION 7-1 1.3(9)A "CONNECTION TO EXISTING MIN 2'x2'x1' t— �_ WATERMAINS (RC) Li o 1' 1' 2.5' ' 4 I--- �— M Z IMINIMIN� MIN IMINIM'l, N� WATERLINE RELOCATION DETAIL — - -�-� --t --I-+- SCALE. NTS XX —4 - 2„ CLASS 5 TYPICAL CONCRETE DEADMAN ANCHOR BLOCK DETAIL 2 SCALE. NTS XX Ll L2 A N A RAMP FROM — REMOVE MINIMUM ACCESS ROAD VARIES 1' BEYOND TRENCH 2" DEPTH GRIND OR _—__-- ___ ----- -----------AND ANY DAMAGED EMENT EXTENT OF SAWCUT AND — —,—_—_—_—.—_— — _ _ _ _ _ �_ TRENCH REMOVE A ---- EXCAVATION .0 PLAN --_—_— ---- —.— _ A 6.5' MIN. 15% MAX QUARRY 1' 1' 2.5' 1' 1' SLOPE PIPE LOCATION (FT (FT (FT SPACES B 23+93 LT 6' 8' 6' MIN MIN r MIN �MINIMIN 12" `�cA�u 2 MIN POND PLAN B 23+64 LT 6' 8' 6' 2 e� o 000 1 o� BOTTOM B 23+50 LT 8' 8' g' CLASS 'B' ��* ACP CLASS "E" OR "B" — — BEVELED END SECTION 3" CSBC, MIN SLOPE VARIES, SEE 6" CRUSHED SURFACING CONSTRUCTION GEOTEXTILE DRAINAGE PLANS COMPACT DEPTH 1'—O" TOP COURSE FOR PERMANENT EROSION D CONTROLIF 2 LONGITUDINAL SECTION A—A CLASS (HIGH SURVNABILITY, MIN. STRIPS OF GEOTEXTILE CRUSHED ROCK, ARE REQUIRED, SEW FLOWABLE FILL, SEAM INSTEAD OF OR BACKFILL QUARRY SPALL ACCESS \\\� OVERLAPPING AS REQUIRED BY ENGINEER CONSTRUCTION GEOTEXTILE 12" QUARRY �\ FOR PERMANENT EROSION _�SPALLS AMP AND PAD ! T 1 CONTROL (HIGH XX CLASS C) SURVIVABILITY, EXTENT OF SCALE: NTS � TRENCH EXCAVATION SECTION A—A \ \ II *MINIMUM ACP DEPTH SHALL BE: I NOTES: _� PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS Red 1. IN SOME LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' OR 'B' "<e RESIDENTIAL ACCESS STREETS 2" ACP CLASS 'E' OR BE HIGHER THAN THE DITCH INVERT, SEE DRAINAGE PROFILES. — 'B' 't RECOMMENDED FOR APPROVAL TYPICAL PATCH FOR „� ,�s=�°' ROCK PAD AT PIPE END BY Da_�,( -03 FLEXIBLE PAVEMENT C3� SCALE: NTS XX ev , _ EBIRES _� SCALE: NTS XX H2M HILL "E CH2MHILL R CHUNG As SHOWN "° CITY OF N.E.10th STREET/ANACORTES AVE,N.E. MAY 2003 J. PRETS =� REN TON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT R.ADAMS y�o NO. REVISION BY DATE APPR � � Planning/Building/Public warke Dept. DRAINAGE DETAILS DD-2 T. PLATIN aan a 17 17 D -22661 � b_3 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Imprvmt Project Low Bidder BID DATE: June 17, 2003 2:30 P.M. Gary Merlino City of Renton Santana Trucking & Consrtuction Co. I Item Engineer's Estimate Excavating, Inc., Description Unit Est. Unit Bid Unit Bid Unit Bid No. Quantit Price Amount Price Amount Price Amount 1 Construction Survey, Staking, and As-built Drawir L.S. 1 18,000.00 18,000.00 13,500,00 13,500.00 15,000.00 15,000.00 j 2 Stormwater Pollution and Prevention Plan L.S. 1 4,000.00 4,000.00 2,500.00 2,500.00 500.00 500.00 3 Utility Potholing Ea 18 300,00 5,400.00 200.00 : 3,600.00 500.00 9,000.00 4 Mobilization and Demobilization L.S. 1 55,559.00 55,559.00 35,000.00 35,000.00 14,000.00 14,000.00 5 Temporary Traffic Control Plan L.S. 1 16,000.00 16,000.00 50,000.00 50,000.00 5,000.00 5,000.00 6 Clearing and Grubbing Ac 1 3,000.00 3,300.00 3,300.00 3,630.00 30,000.00 33,000.00 7 Remove/Relocate Existing Fence LF 250 10.00 2,500.00 10.50 2,625.00 10.00 2,500.00 8 Remove Concrete Sidewalk and Curb SY 220 5.00 1,100,00 16.00 3,520.00 5.00 1,100.00 9 Remove Catch Basin Ea 26 200.00 5,200.00 300.00 7,800.00 100,00 2,600.00 10 Remove Piping LF 1,410 7.00 9,870.00 11.75 16,567.50 5.00 7,050.00 11 Sawcutting LF 12,500 1.50 18,750.00 1.00 12,500.00 1.00 12,500.00 12 Embankment Compaction CY 1,060 2.00 2,120.00 1.00 1,060.00 1.00 1,060.00 j 13 Pond Embankment Fill Incl. Haul Ton 1,950 6.50 12,675.00 10.75 20,962.50 12.00 23,400.00 1 14 Pond Excavation Incl. Haul CY 8,000 20.00 160,000.00 7.00 56,000.00 10.00 80,000.00 15 Control Density-Fill CY 55 115.00 6,325.00 75.00 4,125.00 75.00 4,125.00 16 Construction Geotextile For Permanent Erosion C SY 570 7.00 3,990.00 2.00 1,140.00 2.00 1,140.00 I 17 Crushed surfacing Top Course (or Base Course) TN 750 20.00 15,000.00 18.00 13,500.00 25,00 18,750.00 18 Asphalt Conc. Pavement Cl. B TN 700 62.00 43,400.00 85.00 59,500.00 70.00 49,000.00 19 CPEP Storm Pipe 12-Inch Diameter LF 565 35.00 19,775.00 28.70 16,215.50 50.00 28,250.00 20 CPEP Storm Pipe 18-Inch Diameter LF 585 40.00 23,400.00 32,75 19,158.75 60,00 35,100,00 21 CPEP Storm Pipe 30-Inch Diameter LF 1,485 65.00 96,525.00 45.65 67,790.25 80.00 118,800.00 22 Debris Barrier Ea 1 150.00 150.00 300.00 300.00 11500.00 1,500.00 23 ` Ductile Iron Storm Pipe 12-Inch Diameter LF 220 40.00 8,800.00 44.50 9,790.00 55.00 12,100.00 24 Ductile Iron Storm Pipe 18-Inch Diameter LF 27 50.00 1,350.00 73,30 1,979.10 65.00 1,755.00 25 Catch basin Type 1 Ea 20 850.00 17,000.00 600.00 12,000.00 1,000.00 20,000.00 26 Catch basin Type 1 L Ea 4 950.00 3,800.00 710.00 2,840.00 900.00 3,600.00 j 27 Catch Basin Type 2 48 In. Diam. Ea 7 2,000.00 14,000.00 1,255.00 8,785.00 1,500.00 10,500,00 28 Catch Basin Type 2 48 In. Diam. -over 9'deep Ea 1 2,500.00 2,500.00 2,100.00 2,100.00 3,000.00 3,000.00 29 Catch Basin Type 2 54 In. Diam. Ea 9 2,600.00 23,400.00 1,595.00 14,355.00 2,500.00 22,500,00 30 Catch Basin Type 2 54 In. Diam. -over 9'deep Ea 5 3,000.00 15,000.00 2,'610.00 13,050.00 3,500.00 17,500.00 A01-BID TAB NE10th.xls Page 1 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Imprvmt Project Santana Trucking & Gary Merlino BID DATE: June 17, 2003 2:30 P.M. City of Renton Excavating, Inc. Consrtuction Co. Engineer's Estimate Est. Unt Bid Unit Bid Unit id Item Description Unit QuantityPr cle Amount Price Amount Price A mount No. ' 31 Catch Basin Type 2 72 In. Diam. Ea 1 5,000.00 5,000.00 2,575.00 2,575,00 5,000,00 5,000.00 1 32 Catch Basin Type 2 72 In. Diam. -over 9' deep Ea 1 6,000.00 6,000.00 3,950.00 3,950.00 8,500.00 8,500.00 33 Concrete Inlet Ea 1 850.00 850.00 580.00 ; ,, ,, 580.00 700.00 700.00 34 Modular Block Wall Ea 55 70.00 3,850.00 105.00 5,775.00 75.00 4,125.00 35 Flow Control Structure Ea 1 4,500.00 4,500.00 2,715.00 2,715.00 5,000.00 5,000.00 36 Overflow Structure Ea 1 3,000.00 3,000.00 2,680.00 2,680.00 5,000.00 5,000.00 37 Shoring or Extra Excavation Class B SF 21,000 1.50 31,500.00 0.50 10,500.00 0.50 10,500.00 38 Plugging Existing Pipe Ea 18 70.00 1,260.00 125.00 2,250.00 100.00 1,800.00 11 39 Bank Run Gravel for Trench Backfill TN 5,200 6.40 33,280.00 12.50 65,000.00 6.00 31,200.00 I 40 Concrete Deadman Anchor Blocks CY 12 190.00 2,280.00 125.00 1,500.00 150.00 1,800.00 41 Relocate 6 In. Water Main Ea 2 5,000.00 10,000.00 3,715.00 7,430.00 3,000.00 6,000.00 42 Relocate 8 In.Water Main Ea 1 5,000.00 5,000.00 3,800.00 3,800.00 3,500.00 3,500.00 43 Relocate 10 In. Water Main Ea 1 6,000.00 6,000.00 4.195.00 4,195.00 4,000.00 4,000.00 44 Abandon Septic System, Install Side Sewer LS 1 8,000.00 8,000.00 4,715.00 4,715.00 2,500.00 2,500.00 45 Relocate Side Viewer LF 510 30.00 15,300.00 39.40 20,094.00 50.00 25,500.00 46 Stabilized Construction Entrance SY 180 10.00 1,800.00 12.50 2,250.00 10.00 1,800.00 47 Erosion ControLI31anket SY 1,000 2.50 2,500.00 2.50 2,500.00 2.00 2,000.00 48 Temporary Water Pollution/Erosion Control LS 1 25,000.00 25,000.00 2,000.00 2,000.00 5,000.00 5,000.00 49 Catch Basin Filter Ea 42 50,00 2,100.00 50.00 2,100.00 85.00 3,570.00 50 Clearing Limit Fence LF 630 2.50 1,575.00 3.50 2,205.00 5.00 3,150.00 51 Seeding, Fertilizing, and Mulching Ac 1 1,000.00 1,000.00 900.00 900.00 1,800.00 1,800.00 1.50 555.00 4.00 1,480.00 5.00 1,850.00 52 Silt Fence LF 370 53 Street Cleaning HR 80 200.00 16,000.00 90.00 7,200.00 100.00 8,000.00 54 PSIPE Western Red Cedar(Thja Plicata) EA 7 45.00 315.00 75.00 525.00 45.00 315:00 55 PSIPE Leyland Cypress (Cupressocyparis Leylan EA 8 90.00 720.00 144.00 1,152.00 210.00 1,680.00 56 PSIPE Douglas-Fir(Pseudotsuga Menziesii) EA 7 45.00 315.00 75.00 525.00 45.00 315.00 57 PSIPE Mock Orange (Philadelphus Lewisii) EA 7 90.00 630.00 30.00 210.00 35.00 245.00 58 PSIPE Oregon Ash (Fraxinus Latifolia) EA 11 40.00 440.00 30.00 330.00 35.00 385.00 59 PSIPE Red Osier Dogwood (Corpus sericea Var. EA 8 40.00 320.00 30.00 240.00 35.00 280.00 60 PSIPE Camellia (Camellia Japonica) EA 29 45.00 1,305.001 58.00 1,682.001 75.00 2,175.00 Page 2 of 15 A02-BID TAB NE10th.xls Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Imprvmt Project Santana Trucking & Gary Merlino BID DATE: June 17, 2003 2:30 P.M. City of Renton Excavating, Inc. Consrtuction Co. j Engineer's Estimate Item Description Unit Est. Unit Bid Unit Bid Unit Bid l No. Quantity Price Amount Price Amount Price Amount 61 PSIPE Evergreen Clematis (Clematis Armandii) EA 9 25.00 225.00 30,00 270.00 45,00 405,00 62 Topsoil Type A CY 1,250 25.00 31,250.00 18.00 22,500.00 25.00 31,250.00 63 Cement Conc. Curb and Gutter LF 200 12.00 2,400.00 24,00 4,800.00 25.00 5,000,00 64 Coated Chain Link Fence Type 1 LF 930 30,00 27,900.00 17.25 16,042.50 15,00 13,950,00 65 Double 20 Ft. Coated Chain Link Gate Ea 1 1,400.00 1,400.00 1,500.00 1,500.00 1,000.00 1,000.00 66 Reset Monument Ea 9 400.00 3,600.00 250.00 2,250.00 300.00 2,700.00 67 Cement Conc, Sidewalk SY 110 22.00 2,420.00 33.00 3,630.00 50,00 5,500.00 68 Sidewalk Ramp Type 2A SY 80 28.00 2,240.00 48.70 3,896.00 60.00 4,800,00 69 Control of Water LS 1 10,000.00 10,000.00 500.00 500.00 500.00 500.00 70 Quarry Spalls Ton 130 25.00 3,250.00 27.50 3,575.00 50.00 6,500.00 71 Riprap Ton 30 25.00, 750.00 30.00 900.00 50,00 1,500.00 72 Compaction Testing EA 60 55.00 3,300.00 170.00 10,200.00 100.00 6,000.00 73 Remove Siphon and Culverts LS 1 2,000.00 2,000.00 2,450.00 2,450.00 2,500.00 2,500.00 74 Plug Large Culverts EA 4 400.00 1,600.00 2,350.00 9,400.00 500.00 2,000.00 1 75 Remove, Replace, Wood Fence and Dumpster C( LF 55 50.00 2,750.00 25.00 1,375.00 30.00 1,650.00 76 Remove Trees, Restore Planting Strip LS 1 2,000.00 2,000.00 600.00 600.00 500.00 500.00 77 Sod Installation_ SY 300 8.00 2,400.00 5,70 1,710.00 10.00 3,000.00 78 Ductile Iron Storm Pipe 8-Inch Diameter LF 26 40.00 1,040.00 41.15 1,069.90 50.00 1.300.00 79 Restore Pavement Markings LS 1 1,000.00 1,000.00 1,500.00 1,500.00 500.00 500.00 80 Television Inspection LS 1 4,500.00 4,500.00 1,840.00 1,840.00 500.00 500.00 I 81 Minor Changes LS 1 5,000.00 5,000.00 5,000.00 5,000,00 5,000.00 5,000.00 Subtotal $910,309.00 Subtotal $733,960.00 Subtotal $798,075,00 Tax $80,107.19 Tax $64,588.48 Tax $70,230.60 i v_D ? BY (� O ✓ Total $990,416.19 Total $798,548.48 Total $868,305.60 Daniel Carey A02-BID TAB NE10th.xls Page 3 of 15 1. Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn D.D.J. Construction Archer Construction, Inc. Westwater BID DATE: June 17, 2003 2.30 P.M. Co., Inc. Construction Co. Item Description Unit Est. Unit Bid 1 Unit Bid 1 Unit Bid No. Quantity Price Amount Price Amount Price Amount 1 Construction Survey, Staking, and As-built Drawir L.S. 1 25,000.00 25,000.00 21,000.00 21,000.00 :15,000.00 15,000.00 2 Stormwater Pollution and Prevention Plan L.S. 1 1,000.00 1,000.00 j 2,000.00 2,000.00 2,000.00 2,000.00 3 Utility Potholing Ea 18 2,500.00 45,000.00 1 375.00 ;;, 6,750.00 500.00 9,000.00 4 Mobilization and Demobilization L.S. 1 27,000.00 27,000.00 1 87,OOQ,00 87,000.00 :80,000.00 80,000.00 5 Temporary Traffic Control Plan L.S. 1 2,000.00 2,000.00 1 32,000.00 32,000.00 :20,000.00 20,000.00 6 Clearing and Grubbing Ac 1 6,000.00 6,600.00 1 4,000.00 4,400.00 110,000.00 11,000.00 7 Remove/Relocate Existing Fence LF 250 10.00 2,500.00 i 6.00 1,500.00 1 10.00 2,500.00 8 Remove Concrete Sidewalk and Curb SY 220 8.00 1,760.00 4.00 880.00 3.00 660.00 9 Remove Catch Basin Ea 26 250.00 6,500.00 150,00 3,900.00 80.00 2,080.00 10 Remove Piping LF 1,410 1.00 1,410.00 3.50 4,935.00 1.00 1,410.00 11 Sawcutting LF 12,500 0.18 2,250.00 1 0.30 3,750.00 0.60 7,500.00 12 Embankment Compaction CY 1,060 1.00 1,060.00 1 3.30 3,498.00 1.00 1,060.00 13 Pond Embankment Fill Incl. Haul Ton 1,950 11.50 22,425.00 1 11.00 21,450.00 1 8.00 15,600.00 14 Pond Excavation Incl. Haul CY 8,000 10.75 86,000.00 1 13.00 104,000.00 1 9.00 72,000.00 15 Control Density-Fill CY 55 60.00 3,300.00 1 70.00 3,850.00 90.00 4,950.00 16 Construction Geotextile For Permanent Erosion C SY 570 3.00 1,710.00 1.00 570.00 1.00 570,00 17 Crushed surfacing Top Course (or Base Course) TN 750 15.00 11,250.00 24.00 18,000.00 12.00 9,000,00 18 Asphalt Conc. Pavement Cl. B TN 700 85.00 59,500.00 65.00 45,500.00 55.00 38,500.00 19 CPEP Storm Pipe 12-Inch Diameter LF 565 27.70 15,650.50 1 48.00 27,120.00 1 80.00 45,200.00 1 20 CPEP Storm Pipe 18-Inch Diameter LF 585 45.00 26,325.00 52.00 30,420.00 90.00 52,650.00 21 CPEP Storm Pipe 30-Inch Diameter LF 1,485 88.00 130,680.00 68.00 100,980.00 216.00 320,760.00 22 Debris Barrier Ea 1 325.00 325.00 1 300.00 300.00 500.00 500.00 23 w Ductile Iron Storm Pipe 12-Inch Diameter LF 220 47.75 10,505.00 1 55.00 12,100.00 85.00 18,700,00 24 Ductile Iron Storm Pipe 18-Inch Diameter LF 27 50.00 1,350.00 65.00 1,755.00 95.00 2,565.00 25 Catch basin Type 1 Ea 20 825.00 16,500.00 800.00 16,000.00 600.00 12,000.00 26 Catch basin Type 1 L Ea 4 925.00 3,700.00 915.00 3,660.00 700.00 2,800.00 27 Catch Basin Type 2 48 In. Diam. Ea 7 2,450.00 17,150.00 2,200.00 15,400.00 i 1,500.00 10,500.00 28 Catch Basin Type 2 48 In. Diam. -over 9'deep Ea 1 2,600.00 2,600.00 2,800.00 2,800.00 1 1,800.00 1,800.00 29 Catch Basin Type 2 54 In. Diam. Ea 9 3,200.00 28,800.00 2,600.00 23,400.00 1 2,000.00 18,000.00 30 Catch Basin Type 2 54 In. Diam.-over 9'deep Ea 5 3,950.00 19,750.00 3,300.00 16,500.00 1 2,500.00 12,500.00 A02-BID TAB NE10th.xls Page 4 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm ImprN D.D.J. Construction Archer Construction, Inc. Westwater I BID DATE: June 17, 2003 2:30 P.M. Co., Inc. I I ' Construction Co. I Item Description Unit Est. Unit Bid 1 Unit Bid Unit Bid No. Quantity Price Amount I Price Amount Price Amount 31 Catch Basin Type 2 72 In. Diam. Ea 1 2,600.00 2,600.00 i 3,700.00 3,700.00 3,000.00 3,000,00 32 Catch Basin Type 2 72 In. Diam. -over 9'deep Ea 1 3,800.00 3,800.00 ; 4,800.00 4,800.00 4,000.00 4,000.00 33 Concrete Inlet Ea 1 700.00 700.00 660.00 660.00 600.00 600.00 j 34 Modular Block Wall Ea 55 90.00 4,950.00 1 9Q,00 4,950.00 25.00 1,375.00 35 Flow Control Structure Ea 1 2,800.00 2,800.00 ; 3,700.00 3,700.00 4,000.00 4,000.00 36 Overflow Structure Ea 1 3,800.00 3,800.00 3,400.00 3,400.00 2,000.00 2,000,00 37 Shoring or Extra Excavation Class 6 SF 21,000 0.10 2,100,00 0.10 2,100.00 0.10 2,100.00 38 Plugging Existing Pipe Ea 18 100.00 1,800.00 400.00 7,200.00 20.00 360.00 39 Bank Run Gravel for Trench Backfill TN 5,200 3.00 15,600.00 1 8.00 41,600.00 1 1.00 5,200.00 40 Concrete Deadman Anchor Blocks CY 12 85.00 1,020.00 700.00 8,400.00 700.00 8,400.00 41 Relocate 6 In. Water Main Ea 2 3,500.00 7,000.00 4,000.00 8,000.00 3,000.00 6,000.00 42 Relocate 8 In.Water Main Ea 1 3,500.00 3,500.00 4,500.00 4,500.00 3,500.00 3,500,00 43 Relocate 10 In. Water Main Ea 1 4,200.00 4,200.00 5,200.00 5,200.00 4,500.00 4,500.00 44 Abandon Septic System, Install Side Sewer LS 1 8,800.00 8,800.00 1 7,000.00 7,000.00 7,000.00 7,000.00 45 Relocate Side Sewer LF 510 73.00 37,230,00 ; 26.00 13,260.00 40.00 20,400.00 46 Stabilized Construction Entrance SY 180 15.00 2,700.00 i 10.00 1,800.00 3.00 540.00 47 Erosion Control Blanket SY 1,000 2.00 2,000.00 1 1.50 1,500.00 { 3.00 3,000.00 48 Temporary Water Pollution/Erosion Control LS 1 500.00 500.00 ; 7,500.00 7,500.00 ; 5,000.00 5,000.00 49 Catch Basin Filter Ea 42 30.00 1,260.00 1 65.00 2,730.00 60.00 2,520.00 1 50 Clearing Limit Fence LF 630 3.50 2,205.00 i 2.50 1,575.00 2.00 1,260.00 51 Seeding, Fertilizing, and Mulching Ac 1 1,850.00 1,850.00 1,700.00 1,700.00 1,500.00 1,500.00 52 Silt Fence LF 370 4.50 1,665.00 1 3.70 1,369.00 7.00 2,590.00 53 Street Cleaning HR 80 85.00 6,800.00 ; 100.00 8,000.00 75.00 6,000.00 54 PSIPE Western Red Cedar(Thja Plicata) EA 7 50.00 350.00 35.00 245.00 100.00 700.00 55 PSIPE Leyland Cypress (Cupressocyparis Leylan EA 8 50.00 400.00 300.00 2,400.00 260.00 2,080.00 56 PSIPE Douglas-Fir(Pseudotsuga Menziesii) EA 7 50.00 350.00 35,00 245.00 90.00 630.00 j 57 PSIPE Mock Orange (Philadelphus Lewisii) EA 7 50.00 350.00 1 400.00 2,800.00 1 300.00 2,100.00 I 58 PSIPE Oregon Ash (Fraxinus Latifolia) EA 11 50.00 550.00 ; 20.00 220.00 ; 35.00 385.00 59 PSIPE Red Osier Dogwood (Corpus sericea Var. EA 8 50.00 400.00 35.00 280.00 40.00 320.00 60 PSIPE Camellia (Camellia Japonica) EA 29 30.00 870.00 1 65.00 1,885.00 40.00 1,160.00 j A02-BID TAB NE10th.xls Page 5 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn D.D.J. Construction Archer Construction, Inc. ; Westwater BID DATE: June 17, 2003 2:30 P.M. Co., Inc. Construction Co. Item Description Unit Est. Unit Bid 1 Unit Bid 1 Unit Bid 1 No. Quantity Price Amount Price Amount Price Amount 61 PSIPE Evergreen Clematis (Clematis Armandii) EA 9 50.00 450.00 30.00 270.00 20.00 180.00 62 Topsoil Type A CY 1,250 25.00 31,250.00 20,00 25,000.00 25,00 31,250.00 63 Cement Conc. Curb and Gutter LF 200 35.00 7,000.00 24.00 4,800.00 1 35.00 7,000.00 1 64 Coated Chain Link Fence Type 1 LF 930 17,00 15,810.00 17;.00 15,810.00 1 18.00 16,740.00 65 Double 20 Ft. Coated Chain Link Gate Ea 1 1,250.00 1,250.00 1,250.00 1,250.00 1 1,200.00 1,200.00 66 Reset Monument Ea 9 650.00 5,850.00 1 200.00 1,800.00 1 500.00 4,500.00 67 Cement Conc. Sidewalk SY 110 55.00 6,050.00 31,00 3,410.00 60.00 6,600.00 68 Sidewalk Ramp Type 2A SY 80 65.00 5,200.00 45.00 3,600.00 60.00 4,800,00 69 Control of Water LS 1 500.00 500.00 1 15,000.00 15,000.00 4,000.00 4,000.00 70 Quarry Spalls Ton 130 20.00 2,600.00 17.00 2,210.00 20.00 2,600.00 71 Riprap Ton 30 50.00 1,500.00 27.00 810.00 50.00 1,500.00 72 Compaction Testing EA 60 100.00 6,000.00 215.00 12,900.00 80.00 4,800.00 73 Remove Siphon and Culverts LS 1 2,500.00 2,500.00 1 1,000.00 1,000.00 1,000.00 1,000.00 74 Plug Large Culverts EA 4 700.00 2,800.00 1 500.00 2,000.00 200.00 800,00 75 Remove, Replace, Wood Fence and Dumpster Ci LF 55 75.00 4,125.00 16.00 880.00 20.00 1,100.00 76 Remove Trees, Restore Planting Strip LS 1 2,000.00 2,000.00 2,900.00 2,900.00 1,500.00 1,500.00 77 Sod Installation SY 300 12.00 3,600.00 1 10.00 3,000.00 1 7.00 2,100.00 78 Ductile Iron Storm Pipe 8-Inch Diameter LF 26 15.00 390.00 1 30.00 780.00 1 90.00 2,340.00 79 Restore Pavement Markings LS 1 2,500.00 2,500.00 1,500.00 1,500.00 500.00 500.00 80 Television Inspection LS 1 1,200.00 1,200.00 1 1,000.00 1,000,00 3,000.00 3,000.00 81 Minor Changes LS 1 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1 1 Subtotal $809,325.50 Subtotal $873,057.00 Subtotal $995,535.00 Tax $71,220.64 1 Tax $76,829.02 1 Tax $87,607.08 1 1 By: Total $880,546.14 Total $949,886.02 1 Total $1,083,142.08 Daniel Carey A02-BID TAB NE10th.xls Page 6 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn Frank Coluccio James W. Fowler Rodarte BID DATE: June 17, 2003 2:30 P.M. Construction Co. Company Construction, Inc. Item Description Unit Est. Unit Bid Unit Bid Unit Bid No. Quantity Price Amount Price Amount Price Amount 1 Construction Survey, Staking, and As-built Drawir L.S. 1 20,000.00 20,000.00 :25,000.00 25,000.00 :17,000,00 17,000.00 2 Stormwater Pollution and Prevention Plan L.S. 1 300.00 300.00 1,500.00 1,500.00 1,000.00 1,000.00 3 Utility Potholing Ea 18 200.00 3,600.00 250.00 4,500.00 ; 1,500.00 27,000.00 4 Mobilization and Demobilization L.S. 1 70,000.00 70,000.00 :95,000.00 95,000.00 125,000.00 25,000.00 j 5 Temporary Traffic Control Plan L.S. 1 22,000.00 22,000.00 136,000.00 36,000.00 �28,000.00 28,000.00 j 6 Clearing and Grubbing Ac 1 25,000.00 27,500.00 6,500.00 7,150.00 7,000.00 7,700,00 7 Remove/Relocate Existing Fence LF 250 10.00 2,500.00 13.00 3,250.00 12.00 3,000.00 8 Remove Concrete Sidewalk and Curb SY 220 10.00 2,200.00 8.00 1,760.00 17.00 3,740.00 9 Remove Catch Basin Ea 26 50.00 1,300.00 225.00 5,850.00 200.00 5,200.00 10 Remove Piping LF 1,410 6.00 8,460.00 3.00 4,230.00 10.00 14,100.00 11 Sawcutting LF 12,500 1.50 18,750.00 0.50 6,250.00 1.50 18,750.00 12 Embankment Compaction CY 1,060 7.00 7,420.00 3.00 3,180.00 4.50 4,770,00 13 Pond Embankment Fill Incl. Haul Ton 1,950 15.00 29,250.00 18.00 35,100.00 16.00 31,200.00 14 Pond Excavation Incl. Haul CY 8,000 17.00 136,000.00 16.00 128,000.00 12.25 98,000.00 15 Control Density_,Fill CY 55 70.00 3,850.00 64.00 3,520.00 125.00 6,875.00 16 Construction Geotextile For Permanent Erosion C SY 570 3.00 1,710.00 1 3.00 1,710.00 1 1.50 855,00 17 Crushed surfacing Top Course (or Base Course) TN 750 14.00 10,500.00 18.00 13,500.00 20,00 15,000.00 18 Asphalt Conc. Pavement Cl. B TN 700 76.00 53,200.00 110.00 77,000.00 76.00 53,200.00 19 CPEP Storm Pipe 12-Inch Diameter LF 565 56.00 31,640.00 37.00 20,905.00 1 45.00 25,425.00 20 CPEP Storm Pipe 18-Inch Diameter LF 585 70.00 40,950.00 42.00 24,570.00 48.00 28,080.00 21 CPEP Storm Pipe 30-Inch Diameter LF 1,485 127.00 188,595.00 58.00 86,130.00 106.00 157,410.00 22 Debris Barrier Ea 1 1,600.00 1,600.00 1,000.00 1,000.00 ; 550.00 550.00 23 Ductile Iron Storm Pipe 12-Inch Diameter LF 220 69.00 15,180.00 50.00 11,000.00 ; 65.00 14,300,00 24 Ductile Iron Storm Pipe 18-Inch Diameter LF 27 125.00 3,375.00 80.00 2,160.00 200.00 5,400.00 25 Catch basin Type 1 Ea 20 600.00 12,000.00 i 1,350.00 27,000.00 800.00 16,000.00 26 Catch basin Type 1L Ea 4 800.00 3,200.00 1,500.00 6,000.00 1,000,00 4,000.00 j 27 Catch Basin Type 2 48 In. Diam. Ea 7 2,400.00 16,800.00 2,600.00 18,200.00 1 2,200.00 15,400.00 28 Catch Basin Type 2 48 In. Diam. -over 9' deep Ea 1 2,900.00 2,900.00 3,000.00 3,000.00 1 3,200.00 3,200.00 29 Catch Basin Type 2 54 In. Diam. Ea 9 2,500.00 22,500.00 1 3,400.00 30,600.00 1 3,200.00 28,800,00 1 30 Catch Basin Type 2 54 In. Diam. -over 9' deep Ea 5 3,300.00 16,500.00 3,900.00 19,500.00 ; 4,500.00 22,500.00 A02-BID TAB NE10th.xls Page 7 of 15 11 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn Frank Coluccio James W. Fowler Rodarte BID DATE: June 17, 2003 2:30 P.M. Construction Co. Company Construction, Inc. ' I Item Description Unit Est. Unit Bid 1 Unit bid Unit Bid No. Quantity Price Amount Price Amount Price Amount 31 Catch Basin Type 2 72 In. Diam. Ea 1 3,400.00 3,400.00 1 4,000.00 4,000,00 4,500.00 4,500.00 32 Catch Basin Type 2 72 In. Diam.-over 9'deep Ea 1 4,300.00 4,300.00 ; 5,500.00 5,500.00 8,000.00 8,000.00 j 33 Concrete Inlet Ea 1 600.00 600.00 1,100.00 1,100.00 1,000.00 1,000.00 34 Modular Block Wall Ea 55 100.00 5,500.00 375,00 20,625.00 275.00 15,125.00 35 Flow Control Structure Ea 1 3,000.00 3,000.00 3,750.00 3,750.00 5,000.00 5,000.00 36 Overflow Structure Ea 1 2,100.00 2,100.00 1 2,400.00 2,400.00 3,500.00 3,500.00 37 Shoring or Extra Excavation Class B SF 21,000 0.10 2,100.00 0.10 2,100.00 1.50 31,500.00 38 Plugging Existing Pipe Ea 18 100.00 1,800.00 175.00 3,150.00 165.00 2,970.00 39 Bank Run Gravel for Trench Backfill TN 5,200 7.50 39,000.00 1 16.00 83,200.00 9.00 46,800.00 40 Concrete Deadman Anchor Blocks CY 12 500.00 6,000.00 i 725.00 8,700.00 500.00 6,000.00 41 Relocate 6 In. Water Main Ea 2 5,700.00 11,400.00 3,200.00 6,400.00 6,000.00 12,000.00 42 Relocate 8 In.Water Main Ea 1 7,900.00 7,900.00 3,700.00 3,700.00 6,000.00 6,000.00 43 Relocate 10 In. Water Main Ea 1 6,800.00 6,800.00 5,600.00 5,600.00 8,000.00 8,000.00 j 44 Abandon Septic System, Install Side Sewer LS 1 5,000.00 5,000.00 7,000.00 7,000.00 8,000.00 8,000.00 45 Relocate Side Sewer LF 510 21.00 10,710.00 22.00 11,220.00 58.00 29,580.00 46 Stabilized Construction Entrance SY 180 15.00 2,700.00 1 12.00 2,160.00 12.00 2,160.00 47 Erosion Control.Blanket SY 1,000 1.50 1,500.00 2.00 2,000.00 2.00 2,000.00 48 Temporary Water Pollution/Erosion Control LS 1 2,500.00 2,500.00 3,500.00 3,500.00 4,600.00 4,600.00 49 Catch Basin Filter Ea 42 50.00 2,100.00 70.00 2,940.00 100.00 4,200,00 j 50 Clearing Limit Fence LF 630 5.00 3,150.00 1.50 945.00 4.00 2,520.00 51 Seeding, Fertilizing, and Mulching Ac 1 1,600.00 1,600.00 1,900.00 1,900.00 1,800.00 1,800.00 52 Silt Fence LF 370 7.00 2,590.00 2.50 925.00 6.00 2,220.00 I 53 Street Cleaning HR 80 75.00 6,000.00 95.00 7,600.00 95,00 7,600.00 54 PSIPE Western Red Cedar(Thja Plicata) EA 7 50.00 350.00 110.00 770.00 40.00 280.00 55 PSIPE Leyland Cypress (Cupressocyparis Leylan EA 8 300.00 2,400.00 1 235.00 1,880.00 1 350.00 2,800.00 56 PSIPE Douglas-Fir(Pseudotsuga Menziesii) EA 7 50.00 350.00 i 90.00 630.00 40.00 280.00 57 PSIPE Mock Orange(Philadelphus Lewisii) EA 7 400.00 2,800.00 485.00 3,395.00 450.00 3,150.00 58 PSIPE Oregon Ash (Fraxinus Latifolia) EA 11 500.00 5,500.00 50.00 550.00 23.00 253.00 59 PSIPE Red Osier Dogwood (Corpus sericea Var. EA 8 50.00 400.00 60.00 480.00 40.00 320.00 60 PSIPE Camellia (Camellia Japonica) EA 29 70.00 2,030.00 1 80.00 2,320.00 75.00 2,175.00 A02-BID TAB NE10th.xls Page 8 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Imprr Frank Coluccio 1 James W. Fowler BID DATE: June 17, 2003 2:30 P.M. Rodarte Construction Co. ; Company ; I P Y Construction, Inc. I Item Description 1 P Unit Est. Unit Bid ; No. Unit Bid ; Unit Bid Quantit Price Amount ; Price Amount Price Amount 61 PSIPE Evergreen Clematis (Clematis Armandii) EA 9 50.00 450.00 70.00 630.00 1 32.00 288.00 62 Topsoil Type A CY 1,250 20.00 25,000.00 1 26.00 32,500.00 22.00 27,500.00 63 Cement Conc. Curb and Gutter LF 200 28.00 5,600.00 28,00 5,600.00 24.00 4,800.00 64 Coated Chain Link Fence Type 1 Yp LF 930 17.00 15,810.00 18.00 16,740.00 1 20.00 18,600.00 65 Double 20 Ft. Coated Chain Link Gate Ea 1 1,000.00 1,000,00 1,000.00 1,000.00 1 1,400.00 1,400.00 66 Reset Monument Ea 9 300.00 2,700.00 1 150.00 1,350,00 1 400.00 3,600.00 67 Cement Conc. Sidewalk SY 110 40.00 4,400.00 60.00 6,600.00 42.00 4,620.00 68 Sidewalk Ramp Type 2A SY 80 49.00 3,920,00 1 60,00 4,800.00 1 65.00 5,200.00 I 69 Control of Water LS 1 1,000.00 1,000,00 1 3,000.00 3,000.00 112,500.00 12,500.00 70 Quarry Spalls Ton 130 20.00 2,600.00 1 34.00 4,420.00 35.00 4,550.00 71 Riprap Ton 30 20.00 600.00 1 30.00 72 Compaction Testing 900.00 1 50.00 1,500.00 I EA 60 40.00 2,400.00 ; 135.00 8,100.00 78.00 4,680.00 73 Remove Siphon and Culverts LS 1 4,000.00 4,000,00 2,200.00 2,200.00 1 1,500.00 1,500.00 1 74 Plug Large Culverts EA 4 200.00 800.00 1 750.00 3,000.00 ' 2,300.00 9,200,00 75 Remove, Replace, Wood Fence and Dumpster C( LF 55 25.00 1,375.00 32.00 1,760.00 1 50.00 2,750.00 76 Remove Trees, Restore Planting Strip LS 1 2,000.00 2,000.00 1,700.00 1,700.00 600.00 600.00 77 Sod Installation` SY 300 10.00 3,000.00 8.50 2,550.00 11.00 3,300.00 78 Ductile Iron Storm Pipe 8-Inch Diameter ' LF 26 65.00 1,690.00 50.00 1,300.00 135.00 3.510.00 79 Restore Pavement Markings LS 1 1,500.00 1,500.00 2,100.00 2,100.00 1 5,500.00 5,500.00 80 Television Inspection LS 1 10,000.00 10,000.00 7,000.00 7,000.00 1 3,500.00 3,500.00 81 Minor Changes LS 1 5,000,00 5,000.00 1 5,000.00 5,000.00 1 5,000.00 5.000,00 Subtotal $1,014,205.001 Subtotal $1,015,255.00 Subtotal $1,029,886.00 I Tax $89,250.04 1 Tax $89,342.44 i Tax $90,629.97 1 By. Total $1,103,455.04 1 Total $1,104,597.44 Total $1,12),515.97 I Daniel Carey A02-BID TAB NE10th,xls Page 9 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn+ Fury Construction Co. BID DATE: June 17, 2003 2:30 P.M. Item Description Unit Est. Unit Bid No. Quantit Price Amount 1 Construction Survey, Staking, and As-built Drawir L.S. 1 25,000.00 25,000.00 2 Stormwater Pollution and Prevention Plan L.S. 1 250.00 250.00 3 Utility Potholing Ea 18 375.00 6,750,00 f 4 Mobilization and Demobilization L.S. 1 50,000.00 50,000.00 5 Temporary Traffic Control Plan L.S. 1 50,000.00 50,000.00 6 Clearing and Grubbing Ac 1 6,500.00 7,150.00 7 Remove/Relocate Existing Fence LF 250 12.00 3,000.00 8 Remove Concrete Sidewalk and Curb SY 220 9.00 1,980.00 9 Remove Catch Basin Ea 26 450.00 11,700.00 10 Remove Piping LF 1,410 10.00 14,100.00 11 Sawcutting LF 12,500 1.75 21,875.00 12 Embankment Compaction CY 1,060 1.00 1,060.00 13 Pond Embankment Fill Incl. Haul Ton 1,950 14.00 27,300.00 14 Pond Excavation Incl. Haul CY 8,000 12.00 96,000.00 15 Control Densitff ill CY 55 110.00 6,050.00 16 Construction Geotextile For Permanent Erosion C SY 570 1.00 570.00 17 Crushed surfacing Top Course (or Base Course) TN 750 18.00 13,500.00 18 Asphalt Conc. Pavement Cl. B TN 700 72.00 50,400.00 19 CPEP Storm Pipe 12-Inch Diameter LF 565 68.00 38,420.00 20 CPEP Storm Pipe 18-Inch Diameter LF 585 75.00 43,875.00 21 CPEP Storm Pipe 30-Inch Diameter LF 1,485 88.50 131,422.50 22 Debris Barrier Ea 1 2,600.00 2,600.00 23 Ductile Iron Storm Pipe 12-Inch Diameter LF 220 90.00 19,800.00 24 Ductile Iron Storm Pipe 18-Inch Diameter LF 27 98.00 2,646.00 25 Catch basin Type 1 Ea 20 850.00 17,000.00 26 Catch basin Type 1 L Ea 4 900.00 3,600.00 27 Catch Basin Type 2 48 In. Diam. Ea 7 2,800.00 19,600.00 28 Catch Basin Type 2 48 In. Diam.-over 9' deep Ea 1 3,200.00 3,200,00 29 Catch Basin Type 2 54 In. Diam. Ea 9 3,300.00 29,700.00 30 Catch Basin Type 2 54 In. Diam.-over 9'deep Ea 5 4,000.00 20,000.00 Page 10 of 15 A02-BID TAB NE10th.xls 1. l Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn Fury Construction Co. BID DATE: June 17, 2003 2:30 P.M. Item Description Unit Est, Unit Bid No. Quantity Price Amount 31 Catch Basin Type 2 72 In. Diam. Ea 1 4,600.00 4,600.00 32 Catch Basin Type 2 72 In. Diam. -over 9'deep Ea 1 5,200.00 5,200.00 33 Concrete Inlet Ea 1 800.00 800.00 1 34 Modular Block Wall Ea 55 45.00 2,475.00 35 Flow Control Structure Ea 1 4,200.00 4,200.00 36 Overflow Structure Ea 1 5,000.00 5,000.00 37 Shoring or Extra Excavation Class B SF 21,000 0.15 3,150.00 38 Plugging Existing Pipe Ea 18 275.00 4,950.00 39 Bank Run Gravel for Trench Backfill TN 5,200 12.00 62,400.00 40 Concrete Deadman Anchor Blocks CY 12 200.00 2,400.00 41 Relocate 6 In. Water Main Ea 2 5,000.00 10,000.00 42 Relocate 8 In. Water Main Ea 1 5,600.00 5,600.00 43 Relocate 10 In. Water Main Ea 1 6,600.00 6,600,00 44 Abandon Septic System, Install Side Sewer LS 1 5,000.00 5,000.00 45 Relocate Side Sewer LF 510 95.00 48,450.00 46 Stab ilized'Construction Entrance SY 180 12.00 2,160.00 47 Erosion Control Blanket SY 1,000 2.00 2,000.00 48 Temporary Water Pollution/Erosion Control LS 1 250.00 250,00 49 Catch Basin Filter Ea 42 70.00 2,940.00 50 Clearing Limit Fence LF 630 3.00 1,890.00 51 Seeding, Fertilizing, and Mulching Ac 1 2,000.00 2,000.00 52 Silt Fence LF 370 6.50 2,405.00 53 ` Street Cleaning HR 80 85.00 6,800.00 54 PSIPE Western Red Cedar(Thja Plicata) EA 7 110.00 770.00 55 PSIPE Leyland Cypress (Cupressocyparis Leylan EA 8 225.00 1,800.00 56 PSIPE Douglas-Fir(Pseudotsuga Menziesii) EA 7 100.00 700.00 57 PSIPE Mock Orange (Philadelphus Lewisii) EA 7 500.00 3,500.00 58 PSIPE Oregon Ash (Fraxinus Latifolia) EA 11 55.00 605.00 59 PSIPE Red Osier Dogwood (Corpus sericea Var. EA 8 58.00 464.00 60 PSIPE Camellia (Camellia Japonica) EA 29 76.00 2,204.00 A02-BID TAB NE10th.xls Page 11 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impr% Fury Construction Co. BID DATE: June 17, 2003 2:30 P.M. Item Description Unit Est. Unit Bid No. Quantity Price Amount I 61 PSIPE Evergreen Clematis (Clematis Armandii) EA 9 66.00 594.00 62 Topsoil Type A CY 1,250 28.00 35,000.00 63 Cement Conc. Curb and Gutter LF 200 18.00 3,600.00 64 Coated Chain Link Fence Type 1 LF 930 18.00 16,740.00 65 Double 20 Ft. Coated Chain Link Gate Ea 1 1,250.00 1,250.00 66 Reset Monument Ea 9 350.00 3,150.00 67 Cement Conc. Sidewalk SY 110 32.00 3,520.00 68 Sidewalk Ramp Type 2A SY 80 40.00 3,200.00 69 Control of Water LS 1 1,000.00 1,000.00 70 Quarry Spalls Ton 130 25.00 3,250.00 71 Riprap Ton 30 28.00 840.00 72 Compaction Testing EA 60 95.00 5,700.00 73 Remove Siphon and Culverts LS 1 4,600.00 4,600.00 74 Plug Large Culverts EA 4 400.00 1,600.00 1. 75 Remove,.Replace, Wood Fence and Dumpster C( LF 55 30.00 1,650.00 i 76 Remove Trees, Restore Planting Strip LS 1 1,000.00 1,000.00 77 Sod Installation—. SY 300 8.00 2,400.00 f 78 Ductile Iron Storm Pipe 8-Inch Diameter LF 26 89.00 2,314.00 79 Restore Pavement Markings LS 1 2,000.00 2,000.00 80 Television Inspection LS 1 20,000.00 20,000.00 81 Minor Changes LS 1 5,000.00 5,000,00 Subtotal $1,038,269.50 Tax $91,367.72 By: Total $1,129,637.22 Daniel Carey A02-BID TAB NE10th.xls Page 12 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn STATISTICAL SUMMARY BID DATE: June 17, 2003 2:30 P.M. Engineer's Low Average Average Median Estimate Bidder Five All Bids All Bids Item Description Unit Est. Lowest Bids No. Quantity Unit Price Unit Price Unit Price Unit Price Unit Price 1 Construction Survey, Staking, and As-built Drawir L.S. 1 18,000.00 13,500.00 17,900,00 19,611.11 1 20,000.00 1 2 Stormwater Pollution and Prevention Plan L.S. 1 4,000.00 2,500.00 1,600.00 1,227.78 1,000,00 3 Utility Potholing Ea 18 300.00 200.00 �,,815.00 j 711.11 375.00 4 Mobilization and Demobilization L.S. 1 55,559.00 35,000.00 48,600.00 1 53,666.67 ? 50,000.00 5 Temporary Traffic Control Plan L.S. 1 16,000.00 50,000.00 21,800,00 i 27,222.22 j 28,000,00 j 6 Clearing and Grubbing Ac 1 3,000.00 3,300.00 10,660.00 j 10,922.22 6,500,00 7 Remove/Relocate Existing Fence LF 250 10.00 10.50 9.30 10,39 10.00 8 Remove Concrete Sidewalk and Curb SY 220 5.00 16.00 7.20 ; 8.89 8.00 9 Remove Catch Basin Ea 26 200.00 300.00 176.00 200.56 ? 200.00 10 Remove Piping LF 1,410 7.00 11.75 4.45 5.69 5.00 11 Sawcutting LF 12,500 1,50 1.00 0.62 1 0.93 j 1.00 i 12 Embankment Compaction CY 1,060 2.00 1.00 1.46 2.53 j 1.00 13 Pond Embankment Fill Incl. Haul Ton 1,950 6.50 10.75 10.65 12.92 1 12.00 14 Pond Excavation Incl. Haul CY 8,000 20.00 7.00 9.95 ' 11.89 1 12.00 i 15 Control Density:-Fill CY 55 115.00 75.00 74.00 1 82.11 75.00 16 Construction Geotextile For Permanent Erosion C SY 570 7.00 2.00 1.80 j 1.94 i 2.00 i 17 Crushed surfacing Top Course (or Base Course) TN 750 20.00 18.00 18.80 18.22 18.00 18 Asphalt Conc. Pavement Cl. B TN 700 62.00 85.00 72.00 77.11 1 76.00 19 CPEP Storm Pipe 12-Inch Diameter LF 565 35.00 28.70 46.88 48.93 48.00 20 CPEP Storm Pipe 18-Inch Diameter LF 585 40.00 32.75 55.95 57.19 52.00 21 CPEP Storm Pipe 30-Inch Diameter LF 1,485 65,00 45.65 99.53 97.46 1 88.00 22 Debris Barrier Ea 1 150.00 300.00 585.00 963.89 550.00 j 23 `Ductile Iron Storm Pipe 12-Inch Diameter LF 220 40.00 44.50 57,45 ( 62.36 55.00 24 Ductile Iron Storm Pipe 18-Inch Diameter LF 27 50.00 73.30 69.66 1 94.59 I 80.00 25 Catch basin Type 1 Ea 20 850.00 600.00 765.00 825.00 j 800.00 26 Catch basin Type 1 L Ea 4 950.00 710.00 830.00 j 927.78 900.00 j 27 Catch Basin Type 2 48 In. Diam. Ea 7 2,000.00 1,255.00 1,781.00 2,100.56 2,200.00 28 Catch Basin Type 2 48 In. Diam.-over 9' deep Ea 1 2,500.00 2,100,00 2,460.00 j 2,733,33 1 2,900.00 29 Catch Basin Type 2 54 In. Diam. Ea 9 2,600.00 1,595,00 2,379.00 2,699.44 ; 2,600.00 30 Catch Basin Type 2 54 In. Diam.-over 9'deep Ea 5 3,000.00 2,610.00 3,172.00 J 3,506.67 1 3,500.00 A02-BID TAB NE10th.xls Page 13 of 15 1. Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Imprr STATISTICAL SUMMARY BID DATE: June 17, 2003 2:30 P.M. Engineer's Low Average Average Median Estimate Bidder Five All Bids All Bids Item Description Unit Est. Lowest Bids No. Quantity Unit Price Unit Price Unit Price Unit Price Unit Price 31 Catch Basin Type 2 72 In. Diam, Ea 1 5,000.00 2,575.00 3,375.00 3,708.33 3,700.00 i 32 Catch Basin Type 2 72 In. Diam.-over 9'deep Ea 1 6,000.00 3,950.00 5,010.00 5,338.89 4,800.00 33 Concrete Inlet Ea 1 850.00 580.00 P48.00 748.89 700.00 34 Modular Block Wall Ea 55 70.00 105.00 77.00 131.11 90.00 35 Flow Control Structure Ea 1 4,500.00 2,715.00 3,643.00 3,796.11 1 3,750.00 36 Overflow Structure Ea 1 3,000.00 2,680.00 3,376.00 3,320.00 3,400.00 37 Shoring or Extra Excavation Class B SF 21,000 1.50 0.50 0.26 0.35 0.10 38 Plugging Existing Pipe Ea 18 70.00 125.00 149.00 162.22 125.00 39 Bank Run Gravel for Trench Backfill TN 5,200 6.40 12.50 6.10 8.33 8.00 40 Concrete Deadman Anchor Blocks CY 12 190.00 125.00 352.00 409.44 500.00 ' 41 Relocate 6 In. Water Main Ea 2 5,000.00 3,715.00 3,443.00 4,123.89 3,715.00 42 Relocate 8 In.Water Main Ea 1 5,000.00 3,800.00 3,760.00 4,666.67 3,800.00 43 Relocate 10 In. Water Main Ea 1 6,000.00 4,195.00 4,419.00 5,455,00 5,200.00 44 Abandon Septic System, Install Side Sewer LS 1 8,000.00 4,715.00 6,003.00 6,112.78 7,000.00 45 Relocate Side ftwer LF 510 30.00 39.40 45.68 47.16 1 40.00 46 Stabilized Construction Entrance Sy 180 10.00 12.50 10.10 11.28 1 12.00 47 Erosion Control,$lanket SY 1,000 2.50 2.50 2.20 2.06 1 2.00 48 Temporary Water Pollution/Erosion Control LS 1 25,000.00 2,000.00 4,000.00 3,427.78 1 3,500.00 49 Catch Basin Filter Ea 42 50.00 50.00 58.00 64,44 65.00 50 Clearing Limit Fence LF 630 2.50 3.50 3.30 3.33 ( 3.50 51 Seeding, Fertilizing, and Mulching Ac 1 1,000.00 900.00 1,550.00 1,672.22 ! 1,800.00 52 Silt Fence LF 370 1.50 4,00 4.84 5.13 5.00 53 Street Cleaning HR 80 200.00 90.00 90.00 88.89 90.00 54 'PSIPE Western Red Cedar(Thja Plicata) EA 7 45.00 75.00 61.00 68.33 50.00 55 P'SIPE Leyland Cypress (Cupressocyparis Leylan EA 8 90.00 144.00 192.80 230.44 235.00 I 56 PSIPE Douglas-Fir(Pseudotsuga Menziesii) EA 7 45.00 75.00 59.00 63.89 50.00 57 PSIPE Mock Orange (Philadelphus Lewisii) EA 7 90.00 30.00 163.00 294.44 400.00 58 PSIPE Oregon Ash (Fraxinus Latifolia) EA 11 40.00 30.00 34.00 88,67 35.00 59 PSIPE Red Osier Dogwood (Cornus sericea Var. EA 8 40.00 30.00 38.00 44.22 ! 40.00 60 PSIPE Camellia (Camellia Japonica) EA 29 45.00 58.00 53.60 63.22 70.00 A02-BID TAB NE10th.xls Page 14 of 15 Project Title NE 10th St/Anacortes Ave NE Detention Pond, Storm Impn STATISTICAL SUMMARY BID DATE; June 17, 2003 2:30 P.M. Engineer's Low Average Average Median Estimate Bidder Five All Bids All Bids Item Description Unit Est, Lowest Bids No. Quantity Unit Price Unit Price Unit Price Unit Price Unit Price 61 PSIPE Evergreen Clematis (Clematis Armandii) EA 9 25.00 30.00 35.00 i 43.67 45.00 62 Topsoil Type A CY 1,250 25.00 18.00 22.60 I 23.22 25.00 63 Cement Conc. Curb and Gutter LF 200 12.00 24.00 ,, ,28.60 1 26.78 25.00 64 Coated Chain Link Fence Type 1 LF 930 30.00 17.25 16.85 i 17.47 17.25 I 65 Double 20 Ft. Coated Chain Link Gate Ea 1 1,400.00 1,500.00 1,240.00 1,205.56 1,250.00 i 66 Reset Monument Ea 9 400.00 250.00 380.00 I 344,44 300.00 67 Cement Conc. Sidewalk SY 110 22.00 33.00 45.80 44.78 ! 42.00 68 Sidewalk Ramp Type 2A SY 80 28.00 48.70 55.74 54.74 ! 60,00 69 Control of Water LS 1 10,000.00 500.00 4,100.00 4,222.22 1,000.00 70 Quarry Spalls Ton 130 25.00 27.50 26.90 27,61 25.00 71 Riprap Ton 30 25.00 30.00 41.40 37.22 i 30.00 72 Compaction Testing EA 60 55.00 170.00 133.00 112.56 100.00 i 73 Remove Siphon and Culverts LS 1 2,000.00 2,450.00 1,890.00 { 2,416.67 2,450.00 74 Plug Large Culverts EA 4 400.00 2,350.00 850.00 877.78 500.00 75 Remove, Replace, Wood Fence and Dumpster C( LF 55 50.00 25.00 33.20E 33.67 ± 30.00 76 Remove Trees, Restore Planting Strip LS 1 2,000,00 600.00 1,500.00 1,422.22 1,500.00 77 Sod Installation_ SY 300 8.00 5.70 8,94 + 9.13 10.00 78 Ductile Iron Storm Pipe 8-Inch Diameter LF 26 40,00 41.15 45.23 62.79 ; 50.00 79 Restore Pavement Markings LS 1 1,000.00 1,500.00 1,300.00 1,955.56 i 1,500.00 I 80 Television Inspection LS 1 4,500.00 1,840.00 1,508.00 I 5,337.78 I 3,000.00 j 81 Minor Changes LS 1 5,000.00 5,000.00 5,000.00 j 5,000.00 5,000.00 j (Averages below from Bid Subtotals, NOT calculated from unit prices above) $910,309.00 $733,960.00 $841,990,50 $923,063.11 $995,535.00 $80,107.19 $64,588.48 $74,095.16 ; $81,229.55 $87,607,08 r By: $990,416.19 $798,548.48 $916,085.66 1$1,004,292.66 1$1,083,142.08 Daniel Carey A02-BID TAB NE10th.xls Page 15 of 15