HomeMy WebLinkAboutSWP272952(3) Allen Quynn - Fwd-. RE: Re: FW: Duvall/CCP- Scanned image from Pepe (LePew) Page 1
From: James Wilhoit
To: Quynn, Allen-, Straka, Ronald
Date: 2/9/2006 11:54:04 AM
Subject: Fwd: RE: Re: FW: Duvall/CCP- Scanned image from Pepe(LePew)
Ron &Allen-
This is a follow-up to Allen's indication in his 05/23/05 e-mail (below)to Naomi Selove-Scneider at
BERGER/ABAM that"Ron would like to see the existing outfall at Station 208+00 replaced with a new
pipe" and subsequent discussions we had about it. Based on what Naomi is saying in today's (02/09/06)
e-mail below, we are not going to have that pipe replaced. In addition to what she says here, there is no
problem now with the water flow in the pipe and the project will actually result in decreased flow from what
it is now.
Sorry it took so long to make a determination on this.
James P. Wilhoit, PE
Transportation Design
City of Renton WA
(425) 430-7319
(425) 430-7376 fax
(206) 818-9357 cell
>>> "Selove, Naomi" <Naomi.Selove@abam.com> 02/09/06 10:55 AM >>>
James,
The existing culvert has a slope of 15.83%which causes erosion to the
stream bed. To replace the culvert would open up a lot of environmental
and permitting issues. The only way around the environmental concerns
would be to provide documentation that we are enhancing/improving the
existing conditions. We looked at dropping the pipe invert and giving
the culvert a shallower slope to prevent erosion to the stream. This
resulted in a VERY deep (20.0' to 23.0') catch basin depending on
whether you put the catch basin in the road (23' deep) or on the slope
(20' deep). In this location, the road is in a super, there is a MSE
wall and the slope to the stream is steep. Even if we were to place the
CB on the slope there were constructability issues. I have attached a
profile that shows what we are doing and also the condition we
investigated.
If you need anymore info let me know. Naomi.
From: "Selove, Naomi" <Naomi.Selove@abam.com>
To: "Allen Quynn" <aquynn@ci.renton.wa.us>
Date: 5/23/2005 4:12-19 PM
Subject: RE:
CC: "Ronald Straka" <Rstraka@ci.renton.wa.us>, "Leslie Lahndt" <Llahndt@ci.renton.wa.us>, "James
Wilhoit" <jwilhoit@ci.renton.wa.us>, "Gary Phillips" <phillips@abam.com>
Hi Allen, See below for our responses:
-----Original Message-----
From: Allen Quynn [mailto:aquynn@ci.renton.wa.us]
Sent: Monday, May 23, 2005 3:16 PM
To: Selove, Naomi
Allen Quynn - Fwd: RE: Re: FW: Duvall/CCP-Scanned image from Pepe (LePew) Page 2
Cc: Ronald Straka
Subject: Re:
Naomi:
Ron has asked me to review the Duvall Ave. Replacement Project basemap
and reply back to you with surface water comments.
Duvall Ave.
The general layout of the storm appears to have addressed our concern
regarding interception of offsite runoff. Ron would like to see the
existing outfall at Station 208+00 replaced with a new pipe.
ABAM Response:
I will need to get back to you on this.
Please note that a formal response to Surface Water Utility's previous
comments on the 60% plans and drainage report has yet to be submitted
for review.
ABAM Response:
We will be returning (with responses) Surface Water's comments with the
90% plans. I believe we have addressed the major stormwater comments
with the changes to the storm system. I am currently working on
switching the order of the detention vault and sand filter vault.
The hydraulic report has not been finalized due to the possibility that
the pond at the north end will be moved. The pond at the north end will
need to redesigned and the drainage report updated.
Duvall/Sunset Blvd. Intersection
We looked at the proposed storm layout for the Duvall/Sunset
intersection and were wondering how you propose to construct the trunk
line that will tie into the stormline discharging from the sand
filter/WQ vault for the Duvall project. Since the intersection project
will be constructed first, some portion of the truck line will need to
be installed on Duvall Ave. with a temporary plug and manhole to provide
a convenient point to connect the outfall from the Duvall Ave.
ABAM Response:
Yes, it has been the intent all along to construct the stormline for the
vaults as part of the intersection project, with a temporary plug and
manhole.
The runoff from the east and south portions of the intersection appear
to be discharging directly downstream with no detention or water quality
treatment. Ron was under the impression that the stormwater facilities
serving the west side of the intersection would be oversized to mitigate
for the untreated and undetained runoff from these other areas. This
comment will need to be addressed during formal submittal of design
plans and drainage report.
ABAM Response:
It has never been our intention to treat all of the stormwater for the
intersection or to mitigate for untreated areas. The stormwater
facilities will be designed in accordance DOE's requirements for
redevelopment. Due to the large amount of existing impervious area, only
Allen Quynn - Fwd: RE: Re: FW: Duvall/CCP- Scanned image from Pepe (LePew) Page 3
the new impervious and converted pervious areas (11,240 SF total) will
need to be treated. We used an equivalent area method to determine the
area to be treated by the facilities.
Please call me if you have any questions at 425-430-7247.
Allen Quynn, Project Manager, P.E.
City of Renton Surface Water Utility
>>> "Selove, Naomi" <Naomi.Selove@abam.com> 4/29/2005 9:26:30 AM >>>
Good Morning,
Yesterday I left a copy of the basemap on Ronald's chair. Please take a
look at it and let me know of any concerns. I have also attached a pdf
of two drawings that show the offsets from other utilities. I used a ten
foot offset from the existing water line. I know we had agreed on an
eight foot offset but I don't think we took into account that part of
the existing water line would remain in place.
Ronald,
In the basemap I left for you, I included the current proposed storm
system for the intersection. The reason it was configured as depicted,
was to avoid conflicts with the proposed sanitary system that we
received from RothHill (John's SS sub) some time back. Yesterday I
contacted RothHill and received their current design. It appears the SS
layout has been changed slightly. It does not appear that there will be
as many conflicts with the SS system. The beginning of next week I will
look into the storm system at the intersection in more detail to
determine what can be done to utilize the existing system.
Thanks to All, Naomi
Naomi Selove-Schneider
Engineer
Voice 206-431-2279
Fax 206-431-2250
Email Naomi.Selove@abam.com
BERGER/ABAM Engineers Inc.
33301 9th Ave S, Suite 300
Federal Way, WA 98003-2600
http://www.abam.com <blocked::blocked::http://www.abam.com/>
Notice: This message (including any attachments) contains confidential
information intended for a specific individual and purpose, and is
protected by law. If you are not the intended recipient, you should
delete this message, and any disclosure, copying, or distribution of
this message, or the taking of any action based upon it, is prohibited.
"Allen Quynn -Fwd: RE: Re: FW: Duvall/CCP-Scanned image from Pepe (LePew) Page 4
CC: BERGER; Perteet, Rich
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
: : : : : 24 -EXISTING RCP-
207+00 208+00
CONFIGURATION W/ SHALLOW SLOPE
450 . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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RENTON TIB#8-1-017(069}2 P�OSfaISiERf G�4� 1"=1000'1000 0 1000 2000
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scale feet
EXPIRES B/31/OS
KC MAP NO.318-12 couNn ROAo ENGINEER
DUVALL AVE NE 9/1/05
CALL 48 HOURS FEDERAL
9TH AVENUE SOUTH CITY OF 6�
I FEDERALwAr,wASHINGTON Df3 RENTON ROADWAY IMPROVEMENTS
BEFORE YOU DIG . BERGER/ABAM 98003-2600 °""`AMH °^-°°"�
EX61 NEER" 1 N a. DATUM
1-800-424-5555 VOICE:(206)431-2300 —NAS Planning/Building/Public Works Dept. INDEX,VICINITY MAP I N—
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r—0-1 11 J/MIS nl/Y)-1FAN h—W F9,Nome 0IMMFAW-04-0371CADDId-1001_MOl.dm Sa*. I
o UTILITIES LIST OF ABBREVIATIONS
_jI DRAWING INDEX
SEWER OTHER'-UTILITIES ABAN ABANDONED
0 CITY OF RENTON GAS / POWER ACP ASPHALT CONCRETE PAVEMENT Drawing Sheet Drawing Sheet
O JOHN HOBSON 425-430-7279 PUGET SOUND ENERGY BVCE BEGIN VERTICAL CURVE ELEVATION
KING COUNTY JOE JAINGA 206-224- 20,
BVCS BEGIN VERTICAL CURVE STATION No. No. Drawing Title No. No. Drawing Title
206-604-5662 CB CATCH BASIN
EARL FISHER 206-296-6576 C CENTERLIIJE INA 1 Index,Vicinity Map SD-10 70 Drainage Plan and Profile-Sheet 7
COAL CREEK UTILITY DISTRICT QWEST CMP CORRUGATED METAL PIPE LN-1 2 Legend,Abreviations,General Notes SD-11 71 Drainage Plan and Profile-Sheet 8
LARRY JONES 425-235-9200 MELANIE WHEELER 206-345-4055 CONC CONCRETE SQ-1 3 Summary of Quantities-Sheet 1 SD-12 72 Drainage Plan and Profile-Sheet 9
CORR CORRUGATED SQ-2 4 Summary of Quantities-Sheet 2 SD-13 73 Not Used
WATER COMCAST CDR CITY OF RENTON SQ-3 5 Summary of Quantities-Sheet 3 SD-14 74 Drainage Details-Sheet 1
CITY OF RENTON JIM N I ES 253-288-7531 CPEP CORRUGATED POLYETHYLENE PIPE SQ-4 6 Summary of Quantities-Sheet 4 SD-15 75 Drainage Details-Sheet 2
ABDOUL GAFOUR 425-430-72 I 0 360 NETWORK D.I. DUCTILE IRON TC-1 7 Traffic Control Plan-Phase 1-Sheet 1 SD-16 76 Drainage Details-Sheet 3
DIA DIAMETER TC-2 8 Traffic Control Plan-Phase 1-Sheet 2 SD-17 77 Draina a Details-Sheet 4
KING COUNTY WILL DRONEN 206-920-0248 DROP DROP INLET TC-3 9 Advanced Si g
EARL FISHER 206-296-6576 DWY DRIVEWAY Signing Plan SD-18 78 Drainage Details-Sheet 5
E EAST CS-1 10 Construction Sign Specifications-Sheet 1 SD-19 79 Drainage Laterals-Sheet 1
COAL CREEK UTILITY DISTRICT OTHER AGENCIES EL ELEVATION CS-2 11 SD-20 80 Drainage Laterals-Sheet 2
LARRY JONES 425-235-9200 ELEV ELEVATION C-1 12 Roadway Sections-Sheet 1 SD-21 81 Drainage Laterals-Sheet 3
METRO EDP EDGE OF PAVEMENT C-2 13 Roadway Sections-Sheet 2 SD-22 82 Drainage Laterals-Sheet 4
R I CHARD GARC I A 206-684-2732 ESAL EQUIVALENT SINGLE AXLE LOAD C-3 14 Roadway
STORMWATER JIM KOST 206-684-2785 ay Sections-Sheet 3 SD-23 83 Not Used
CITY OF RENTON FAX 206-684-2686 EVCE END VERTICAL CURVE ELEVATION C-4 15 Stage Construction Plan-Sheet 1 SD-24 84 Not Used
RONALD STRAKA 425-430-7248 EVCS END VERTICAL CURVE STATION C-5 16 Stage Construction Plan-Sheet 2 CH-1 85 Channelization Plan-Sheet 1
EX EXISTING GS 17 Stage Construction Plan-Sheet 3 CH-2 86 Channelization Plan-Sheet 2
EXIST EXISTING C-7 18 Stage Construction Plan-Sheet 4 CH-3 87 Channelization Plan-Sheet 3
HMA HOT MIX ASPHALT C-8 19 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 1 CH-4 88 Channelization Plan-Sheet 4
HORZ HORIZONTAL
IE C-9 20 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 2 CH-5 89 Channelization Plan-Sheet 5
K CRS KING COUNTY ROAD STANDARD INVERT ELEVATION G-10 21 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 3 CH-690 Channelization Plan-Sheet 6
LF LINEAL FEET C-11 22 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 4 CH-7 91 Channelization Plan-Sheet 7
LT LEFT C-12 23 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 5 CH-8 92 Channelization Plan-Sheet 8
MH MANHOLE C-13 24 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 6 CH-9 93 Channelization Plan-Sheet 9
MAX MAXIMUM C-14 25 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 7 CH-10 94 Sign Relocation Specifications
GENERAL NOTES:
MIN MINIMUM C-15 26 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 8 CH-11 95 Sign Specifications
NDCBU NEIGHBORHOOD DELIVERY AND COLLECTION C-16 27 Demolition,Temporary Erosion and Sedimentation Control Plan-Sheet 9 CH-12 96 Sign Details-Sheet 1
1. FOR CATCH BASINS AND YARD DRAINS, STATION AND OFFSET BOX UNIT C-17 28 Temporary Erosion and Sedimentation Control Details CH-13 97 Sign Details-Sheet 2
N REFER TO CENTER POINT OF GRATE. FOR MANHOLES, STATION C-18 29 Bill of material or quantity tabulation-Demolition,Erosion Control CH-14 98 Sign Details-Sheet 3
AND OFFSET REFER TO CENTER POINT OF MANHOLE. NE NORTHEAST C-19 30 Roadway Alignment-Plan and Profile-Sheet 1 CH-15 99 Bill of material or quantity tabulation-Channelization-Sheet 1
NW NORTHWEST C-20 31 RoadwayAlignment-Plan and Profile-Sheet 2 CH-16 100 Bill of material or quantity tabulation-Channelization-Sheet 2 2. CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY PI POINT OF HORIZONTAL INTERSECTIONgn q ^ r
FOR RELOCATING POWER LINES, REMOVING LUMINAIRES, AND PROP PROPOSED G-21 32 Roadway Alignment-Plan and Profile-Sheet 3 CH-17 101 Miscellaneous Details r
CONNECTING TO POWER VAULT. POWER LINES SHALL BE NTS NOT TO SCALE C-22 33 Roadway Alignment-Plan and Profile-Sheet 4 TS-1 102 Traffic Signal Plan r
RELOCATED PRIOR TO CURB, GUTTER, AND SIDEWALK INSTALLATION. PM POINT OF VERTICAL INTERSECTION C-23 34 Roadway Alignment-Plan and Profile-Sheet 5 TS-2 103 Traffic Signal Details
R RANGE C-24 35 Roadway Alignment-Plan and Profile-Sheet 6 IL-1 104 Illumination Plan-Sheet 1
3. CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE COMPANY RCP REINFORCED CONCRETE PIPE C-25 36 Roadway Alignment-Plan and Profile-Sheet 7 IL-2 105 Illumination Plan-Sheet 2
FOR ADJUSTING TELEPHONE RISERS AND MANHOLES TO GRADE. R/W RIGHT-OF-WAY G-26 37 Roadway Alignment-Plan and Profile-Sheet 8 IL-3 106 Illumination Plan-Sheet 3
4. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR RELOCATION ROW RIGHT-OF-WAY C-27 38 Roadway Alignment-Plan and Profile-Sheet 9 IL-4 107 jillumination Plan-Sheet 4
OF SIGNS OUTSIDE OF RIGHT-OF-WAY. CONTRACTOR SHALL RT RIGHT C-28 39 Paving Plan-Sheet 1 IL-5 108 Illumination Plan-Sheet 5 r"1
SUBMIT PLANS FOR RELOCATION TO ENGINEER FOR APPROVAL. S SLOPE G-29 40 Paving Plan-Sheet 2 S-1 109 Structural Notes
SE SOUTHEAST C-30 41 Paving Plan-Sheet 3 S-2 110 Soldier Pile Wall Plan and Elevation-Sheet 1
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING ALL WORK IS SEC SECTION
SHLDR SHOULDER C-31 42 Paving Plan-Sheet 4 S-3 111 Soldier Pile Wall Plan and Elevation-Sheet 2
DONE TO THE ALIGNMENTS, GRADES, AND ELEVATIONS CALLED FOR SSMH SANITARY SEWER MANHOLE C-32 43 Paving Plan-Sheet 5 S-4 112 Soldier Pile&Anchor Schedule
IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. CONTRACTOR SHALL PROVIDE THE ST STORM SEWER C-33 44 Paving Plan-Sheet 6 S-5 113 Soldier Pile Wall Sections and Details Sheet 1 C
ENGINEER WITH AS-BUILT SURVEY DATA FOR ALL ELEVATIONS. STA STATION C-34 45 Paving Plan-Sheet 7 S-6 114 Soldier Pile Wall Sections and Details-Sheet 2
STD STANDARD C-35 46 lPavng Plan-Sheet 8 S-7 115 Soldier Pile Wall Sections and Details-Sheet 3
6. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER SW SOUTHWEST C-36 47 Paving Plan-Sheet 9 S-8 116 Soldier Pile Wall Sections and Details-Sheet 4
COMPANY FOR RELOCATING/ADJUSTING/RESETTING WATER METERS TELE TELEPHONE C-37 48 Paving Details-Sheet 1 S-9 117 Soldier Pile Wall Sections and Details-Sheet 5 r-1
FIRE HYDRANTS, VALVE BOXES AND VALVE MANHOLES. SEE THIS T TOWNSHIP C-38 49 Roadway Alignment-Superelevation S-10 118 Soldier Pile Wail Sections and Details-Sheet 6
SHEET FOR NAMES AND PHONE NUMBERS. TV TELEVISION C-39 50 Intersection-Plans and Profiles-Sheet 1 S-11 119 Rock Wall Details
TYP TYPICAL C40 51 Intersection-Plans and Profiles-Sheet 2 S-12 120 SE Wall Plan and Profile-Sheet 1
7. ALL CONSTRUCTION MUST COMPLY TO CITY OF RENTON ROAD & VC VERTICAL CURVE 52 Inte 1� rsect ion-Plans and Profiles-Sheet 3 S-13 121 SE Wall Plan and Profile-Sheet 2
BRIDGE CONSTRUCTION STANDARDS UNLESS OTHERWISE NOTED VERT VERTICAL C C4 53 Intersection-Plans and Profiles-Sheet 4 S-14. 122
ON PLANS. W WEST Typical SE Wall Details
WSDOT WASHINGTON STATE DEPARTMENT C-43 54 lintersection-Plans and Profiles-Sheet 5 IR-1 123 Irrigation Details-Sheet 1
8. MAIL BOXES TO BE CONSTRUCTED PER WSDOT STD PLAN H-12. OF TRANSPORTATION C-44 55 Ilritersection-Plans and Profiles-Sheet 6 IR-2 124 Irrigation Plan-Sheet 1
INSTALL 1 FOOT BEHIND FACE OF CURB SIMILAR TO CDR STD W.M. WILLAMETTE MERIDIAN C-45 56 Driveway Plan and Profile-Sheet 1 IR-3 125 Irrigation Plan-Sheet 2
PLAN J027. WP WORK POINT C-46 57 Driveway Plans-Sheet 2 IR-4 126 Irrigation Plan-Sheet 3
C47 58 Driveway Plans-Sheet 3 IR-5 127 Irrigation Plan-Sheet 4
9. REPLACE OR ADJUST DISTURBED MONUMENTS PER CITY OF C48 59 Driveway Plans-Sheet 4 IR-6 128 Irrigation Plan-Sheet 5
RENTON STANDARD PLAN H-031 IF LOCATED WITHIN RENTON C-49 60 Driveway Plan and Profile-Sheet 5 L-1 129 Landscaping Details-Sheet 1
CITY LIMITS, PER KING COUNTY ROAD STANDARD DRAWING 5-014 IF OUTSIDE OF RENTON CITY LIMITS. SD-1 61 Drainage Structure Notes-Sheet 1 L-2 130 Landscaping Plan-Sheet 1
SD-2 62 Drainage Structure Notes-Sheet 2 L-3 131 Landscaping Plan-Sheet 2
SD-3 63 Drainage Structure Notes-Sheet 3 L4 132 Landscaping Plan-Sheet 3
SD-4 64 Drainage Plan and Profile-Sheet 1 L-5 133 Landscaping Plan-Sheet 4
SD-5 65 Drainage Plan and Profile-Sheet 2 L-6 134 Landscaping Plan-Sheet 5
SD-6 66 Drainage Plan and Profile-Sheet 3 L-7 135 Landscaping Plan-Sheet 6
SD-7 67 Drainage Plan and Profile-Sheet 4 L-8 136 Landscaping Plan-Sheet 7
SD-8 68 Drainage Plan and Profile-Sheet 5 L-9 137 Landscaping Plan-Sheet 8
SD-9 69 Drainage Plan and Profile-Sheet 6 L-10 1 138 Landscaping Plan-Sheet 9
KC MAP NO.316-12
CALL 48 HOURS " 333019TH AVENUE SOUTH
h CITY OF
DUVALL AVE NE �9/1/05
o FEDERAL WAY,WASHINGTON Es � .. ROADWAY IMPROVEMENTS
BEFORE YOU DIG BERGER/ABAM 98003-2600 a.. AMH M RENTON
1-800-424-5555
ENIINE E R� I s o.VOICE: 208 31-2300 ius � DATUM Planning/Building/Public Works Dept. LEGEND,ABREVIATIONS,GENERAL NOTES pLN—1
King County FAX: (206y431-2250 NO. REVISION BY DATE APPR ¢om^nx
�' 2 38
,". A PORTION OF SW 1/4, SEC.3, T.23N, R.5E, W.M. z
U W
EXISTING CB =P_ OFFSITE RUNOFF, I i Q, i 1 NOTES:
�I —v I CONNECTS TO Ln
c0 B STA 179+10 I 1 = I EXISTING SYSTEM
u 0 ® (26.78' LT) I o I
-- — I --____ SEE SHEET SD-18 1 DENOTES PROPOSED STRUCTURE, SEE THIS
--
S'TI FOR VAULT PLAN OR LATERAL PROFILE SHEETS AND
D1 DETAILS I
^ i ( STRUCTURE NOTE SHEET
I 12
———————————————— I \ 1 U) OX DENOTES EXISTING STRUCTURE TO BE
----- --------- .----. 4 ti I / MODIFIED
use KING CO NT OX DENOTES EXISTING STRUCTURE TO BE
SD SD —o-
6 NT N 1 17 riv>v N REMOVED
2 _ --�- s —o D r (a� +
_SD— s --� =--s _SD ss w� s 5�--5 „64 LF w ss M"rz �w --� w 3 �w w w 5 5. aM0 GRADE SEWER MANHOLE TO BE ADJUSTED TO
a °s 12" SCHE ULE A 64 LF 3 r
DUVALL AVE. NE 1 SLOPE = 0.50% 10 12" SCHEDULE A 14 Q
179 00- 180+00 N 7 181+00 SLOPE 0.50% 182 00 - - - 183 00 1 N GAS TO BE ADJUSTED TO GRADE
F ' _-511— B STA 181+ 8.47 - - m �3 ADJUST WATER VALVE BOX/MANHOLE TO
.� 4 3 9 4W (17.6 RT) 3 W 13 - 15 3 r W W�W GRADE
2'Ol . 12"D1 . . J �4 HYDRANT MARKER, INSTALLED BY RENTON
1 " f41 �D/-/�.f�9.��D��A 1= FIRE DEPARTMENT
5 3 11 3 \O 16 ' V
�X RELOCATE HYDRANT ASSEMBLY, SEE XXX
II Q FOR LOCATION BY OTHERS
,'� ' • . • t 6. J> _ _ P LOCATION W OTHERS • SEE XXX FOR
• X RELOCATE WATER METER
— ------------t- -- ------- - --- ---- --- ❑ ry o
/ / / STORM DRAIN PIPE TO BE ABANDONED IN
2 PLACE
SEWER MANHOLE
P RIM-412.81
i I X X X STORM DRAIN PIPE TO BE REMOVED
I
PLAN ! 1
SCALE: 1"=20'-O"
X HYDRANTAND WATER METER
STRUCTURE NO. LOCATION f�
1 B STA 1181+14.96 40.2'L
2 B STA 1181+38.52(41.50'R
3 B STA 1182+08.33 41.21'R
4 B STA 1182+21.69 40.21'L r�
450 450 v 1
..... ......... ......... ......... ......... ......... ......... ......... ......... ........ ....... ... .... ....
......... ... ::::::::8 -PASS:S RUCTURE :......:. ..... :: TYPE:1: ::::::::
OB TYPE 1
12 :. ..
8:.: .......: .......: .......:
B:5_TA 180+11.1 B STA 180 52 38.78 LT ...... ....... STA.]SA 7&..31.7. L7... ... ......... ......... ft.STA. 1. 2+00: 31. :5 LT:.:. ......
EX CB TYPE..2.. g•t:: :::: ::::::::
.... _ IM 418.2....... ..
O
.B. TA 17 +0 :9 ... ....... (1;7:75' :LT)::::: ..."R = 416: 2:..... M::=:41.7_ 5::...:: 414 44::
440 :..: .....5.A ..9...9.. ...: :..: I =4 I: NE 413.27:.: :.:.::::: :.....: I. :: S 13:51:..: :....... l.£.: $':. 440
:::::I: .. WET;V ULT :-:4 0:43::::: ::::::: .
..... .... .... ......... . ....... ::::::::: ....... ... _: :..: I.E: E':: :414.4... ........
.. .... .... ......... ......... ......... .......I. ... DET.Y. ULT .-..4 2.02..... ::::::. 1 E..... 13.83.... :.:.:...: :. .( ) �1
: 410:33... ....
EX GB TYPE 2 OB ::::' ::::"S E:SHEET X:::::: :::: :: ::::::
I.E.W ?11Z31:.: :..: :..: B 5TA 1 9+39.86 ........: F R DETAIL ......... ....:::.: :.....: TYPE-1: C8 TYPE 1........: :....
430 :::: ::EE.NE, )'409:2 :::: .... ::::::::: ::::::::: STA 1 BO 76 3t.7 R.T. 9:.: :::::':: TA 2+00 31. 5 RT 13 ::::... 430
.... .... .... RIM-416 56::::::: ::::::::: M:=:4:17. 5::::::: ::::::::: ........ :::::::::
I. 24": RCP:(N)� 11 1:0:::: 1. ;:(W)::=: 14:25:::: ::.:. .:: XISTING ' ROUND::' ::::.:::: I.E :(W):: :414:76:: ::...... .: ...
24:':CP. P:(N-12) :..: _ ... ... ...... .... .... .. .....
SCHEDU E::A::::: :::: :.:: I.E; 24�: .�P:�S)- 11.06 :
I.E: 18 CP (E = 11.0.-..:: ........
420 ).. ......... ......... ......... ......... ...... ..... .. ...... ...... o.ao% :.......: _ 420
... .... ......... ......... ......... ......... ......... ......... ......... ....... ......... .. --- ---- - ---- ---- ----- .... -..-..
F... W.TE . ......... 1.00% 0:75%: :.
.... ....... ERL�F
ELE.: ....2.43% :::::.::: ........410 :::::. : ... :. WAR::..:. ....... .. ....... 410
277
2.7.LF.. ° R P :::::. .. 25 EX 2.:WATER
...... ... LF:.....: :... 1:24 LF 1:50 LF:.....:EX:24'': ....C .....b:50......... ......... ......... ......1 Z .SCHEDUL .A...... ......... ......1.. SCHEDULE A....... ........ 1:2" SCHEDULE :A
........ ......... .
.... ......... ......... ......... ......... ......... .. ...... ......... ......... ......... ......... ......... .
.. ....... ..:::::
....... ....... ....... .......
X 12" ::::::: ::::::: ::::::: :....
......: ....
...:::.: :.... .......( )
179+00 180+00 181+00 182+00 183+00 r
PROFILE 10 0 10 20 20 0 20 40
SCALE: H: 1"=20'-O" V: 1"=10'-O" VERT HORZ
4•l o' 1 scale feet scale feet KEY PLAN
ry�d h N KC MAP NO.316-12 o� 9/1/05
33301 srHAYENUE SOUTH p
°"�"' CITY OF DUVALL AVE NE
CALL 48 HOURS °w
�M212 FEDERAL WAY,WASHINGTON D� RENTON ROADWAY IMPROVEMENTS _
BEFORE YOU DIG • BERGER/ABAM 96003-2600 AMH �DtPiRES MARCH 15.2DD6 King County
t SHEET 1
N0. REVISION BY DATE APPR E..1.E E A t 1 x c.VOICE:(206pi31-2300 eras �—I oATurn Planning/Building/Public Wanes Dept. DRAINAGE PLAN AND PROFILE S5-4
1-800-424-5555 _ FAX: (206)431-2250 w�c.� "`a' 64 38
-++�,—' �� �"FMfAOMO''
A PORTION OF SW 1/4, SEC.3, T.23N, R.5E, W.M. z
0
0
cf)�
LID
I I 17
CD III
/ i V ' CONNECTS TO ,
1 ri 3 4 5 /// l 1 14 EXISTING
Z t I I SYSTEM
op \\ 7 1 II 8 15 ----------- --J
Ld
av
_ m� m�sa�_ G G G I poipp•
N�i�ry— —P it — —Pi_ — — 4 7 10° \ 11 1 20 I aD
MI�' s s s �s—I—s s s --s —ems s s \� s s s s s s G s G s Q
w w w ABANDONED J"WATER w w co
w w w w � w £ w w
12 LF �12 LF w 10 B STA 168+55.65 12 / im
Q 12" SCHEDULE A 12" SCHEDULE� 17.68 RT 4 � ' � DUVALL AVE. NE w� 18 m
�I SLOPE = 0.50% 4+00 SLOPE = 0.50% 185 00 186+00 �87+00 21 188+00
m - - - - - - - - - - - - - --y�-- - - - - r - � - --- - Z
W 2 3 5 \11 13 3 J
Z I_ w _w 12•DI w w w w I�w w w�w—�—yw w w w w 12"D.I.
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ffB .4
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r
Ld
e a
__ / —
6 ----� 3 I 1 I
1
`\ "W� / 2 6 I
1 f 1 I z Q HYDRANT AND WATER METER
STRUCTURE NO. LOCATION
1 B STA 184+36.13 40.21'L
t I 2 B STA 184+72.96 47.25'R
z PLAN 3 B STA 185+21.04 43.73'L
SCALE: 1"-zo'-o" 4 B STA i 185+22.63 43.73'L
5 B STA i 185+2421 43.73'L
6 B STA j 185+55.59 35.50'R
7 B STA i 186+08.70 40.21'L
8 B STA 166+94.15 40.21'L
9 B STA '187+54.24 40.71'R
10 JB STA 1187+56.54 40.71'R
11 B STA 187+58.36 40.71'R !cn
450 ......... CB: YPE:1:::: ::::::::: 4. ::: ::::::::: ::::::::: ::::::::: ::::::::: :CB::T:YPE 1:::::": P '::::: ::::::: ::::: 50 O
8 ......... :::14.:
B:S A:183+5.C :(31.75'LT ... ..... ......... ::::::::: ::::::::: ::::::::: :B:STfi:1 5+00: 31 75:I T :.. ......... ::::::::: ::::::::: :::.:...: B::S A:186+5 :(:31:.75':L )::::.::: :::::::: ::::::: ::::::: :
MM: -:419.45 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :RIM:=::4 0:65::::: ::::::::: ......... ::::::::: ::::::::: R1M: -:421:.91: :::::::
I.E: N.:- 416 18::::::: ::::::::: ......... ......... ......... ......... I:E:::S.N — ........ ......... ....
_ ::::: ::::::::: ) :=:41:7.31 ::::::: :::::::: ....... I.C. S):= 418 91::::::: ::...... C)
440 ......... .... ........ ...... ....... .. .. ... ....... ....... ...... .. 40........ ....
.. ......... ......... ......... ........
4
...... : ::::... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ........
......... ....
C8 YPE:1:::: :::::: ::::::::: ::::::::: :CB.TYPE 1:::::::: :::::::: ...
B pq
S A 193 5 :.31.7:5'R. )::'2':::: ::......: ::::::::: ::::::::: ::::::::: :B:STA:1 5+00: 31 75.RT ::g ::..... ......... ......... ......... ::::::
..
�....... ......... ......... ......... ......... ......... : ....... .. ...
R1M = 418.45 ......... R[M = 4 0:65::::: ......... ......... ......... .
430 ......... 30
........ .. ...... .. .
I.E. W = 416 45....... ......... ......... ......... .........
4
......... .... .... . ....... .........
......... .... .... ......... ......... ......... .EXISTING GROUND. .':::::::
ROPOSED CE
......... .... .... ......... ......... .........
....... ......... ......... ......... ..... ...
.... ......
_ .._._ ......... .__ -- -- — .......
......... ........ 4
....... ... :
1 00%
158 t:F::::::: .......
N
:150 LF.: :....... :3_ "'WATER: .:...12.,. SCHEDULE A .....:"
410
...... 10
......... .. ...... ......... ......... ......... ......... ......... ......... .......
150 LF::::::.
......... ......... ......... ......... ......... ......... ......... ......... .
.. ......... ......... ......... ......... ......... ......... ......... ......... ......... :.......
12,. SCHEDUL. :A:::::.. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ...... ....... .:
......: :.......: :.......: :.
400
. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::::::: ::::::::: ......... ........
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .
390 39010 0 10 20
184+00 185+00 186+00 187+00 VERT r
PROFILE 20°Ie 0 20 feet
SCALE: H: 1"=20'—O" V: 1"=10'—O" HORZ KEY PLAN
c>�e � a�tA KC MAP NO.316-12 scale feet 9/1/05
33301 9TH AVENUE SOUTH "° "�"' Ir► CTTY OF DUVALL AVE NE
M IR CALL 48 HOURS FEDERAL WAY,WASHINGTON DES �w1. 1¢ ROADWAY IMPROVEMENTS
'�wCC BEFORE YOU DIG . BERGER/ABAM 98003-2600 RENTON
♦q,Ipy E X B I X E E R t I X c.VOICE: 208 31-2300 ww.aXt+ --� DATUM
1-800-424-5555 ( � Planning/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE LSD-5
EXPIRES MMC 1,=6 King County FAX: (206)431-2250 NO. REVISION BY DATE APPR
�„ SHEET w" 65 i38
0
SW 1/4, SEC.3, T.23N, R.5E, W.M. NW 1/4, SEC.3, T.23N, R.5E, W.M.
OFFSITE RUNOFF
Ld
I n x I
15
O 1
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I--------- 9-------a---------------- -- p~j
'co Ld
ale cs
00
V S— s{�s s S s s s S s S S s s s s s s S
r — s s
G G w w D w 4"GAS 24 w 5 w w
16 �N/
(n w ABANDONED 3"WATER w G w G w G ry G w G 17 G w "GAS w (; 1 w I Q
m 3 10 F DUVALL AVE. NE a (F-
188+00 189+00 19 +00 191+0 192+00
W —y�- - --y�-- -�p--I - - - - --- - - - - - - - - -- --4-- - - ----�- N
Z m
J 3 11 3 18 W
2"D.I.0 F—w w w
I— ry I J
Q 4 6 8 12 =
r e,rr T r— r rT Tr r r T I 3 s 3 0
• —e/Vrv— C
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/ I EXISTING / Ti I I
YARD DRAIN \1 / cat
I
I / / 1 I rn II I cv Q) I
Z I �' z CL I I
PLAN
SCALE: 1"=20'-0"
A HYDRANT AND WATER METER
STRUCTURE NO. LOCATION
1 B STA G 191+47.72 40.21'L
2 B STA j 192+50.66 41.50'R
450
.... ......... ......... ......... .........
.... 450
..
..... ......... .........
.....
......... ......... ......... ......... ....... ..... . .......
........ ......... ......... ......... ....... .......
......... ......... ......... ......... ..... ......... .... .. ........
......... ......... ......... .........
40
. ......... ......... ...... .. ....... .......
P OPOSED:.
......
..... .........
E ISTfNG OUND
430 ...... ........ N ..I ......... ......... . .... ......... ......... ......... ......... ......... ......... .... .... .
430
.... ......... .. ......... .........
.... . ... ....... .......
....... ......... ......... ......... D:80%: .....
--- ---- --- - ..... ----
- - ......... ........
..... ......... ......... .
......... .........
... .......I. ......... .... ......
420 ....... ......... ......... .. ....... ................ ......... ......... ......... .........
......... ......... ......... ......... .........
42
0
....... ....... .......
...... ......... ......... ......... ......... :.......: :.......: :.
... ......... ......... ......... ......... ......... ........: :......
410 ... ....... ....... ...... ....... ....... ....... ....... ....... ....... ....... ... ..I.... ....... ....... ....... ....... ....... ....... ....... N u11TIIIi1
10
......... ......... ......... . ......... .........
......... ......... ......... ......... ......... ......... ......... .
......... ..... ............ ......... ......... ......... .
......... ...... ......... ......... ... ....... .......
........ ......... ......... ......... ......... :
I.
... .........
... .....
.... ......
400 ....... ......... ......... ......... ......... ........ ......... ..... .. ....... .:::......... ......... ......... ......... .....
. .........
00
. ......... . ......... .. ..
......... ......
........ ......... .I....... ......... ......... ....... ..... .. ..... ....... ...I...
390 ........ -.
390
188+00 189+00 190+00 191+00 192+00 10 0 10 20
VERT
scale feet
lv.nx� PROFILE 20 0 20 40
Cyr<�b�r*� KC MAP NO.316-12 SCALE: H: 1"=20'-O" V: 1"=10'-0" HORZ scale feet KEY PLAN
zs' E;Q CALL 48 HOURS FEDERAL WAY,WASHINGTON oEs 33301 9TH AVENUE SOUTH ��� CITY OF
` ..� ROADWAY IMPROVEMENTS DUVALL AVE NE e/1/os
er, BEFORE YOU DIG . BERGERIAHAM 98003-2600 A,,N ��� PENTON _
E X E I X E E R I 1 X c.VOICE: 206 31-2300 it I==� DATUM
1-800-424-5555 FAX: (206)a31-22so Nrs Planning/Building/Public works Dept. DRAINAGE PLAN AND PROFILE SD-6
E%PIKES MDRCH S,2006 King County - N0. REVISION BY DATE APPR GLP SHEET 3 w"r' 66'38
A PORTION OF NW 1 /4, SEC.3, T.23N, R.5E, W.M. z
0 OFFSITE RUNOFF
OFFSITE RUNOFF I N I
—
-----------———————
—
----- --
�— I 3
CID
5 S 5 S 5 S
04 r, r. 4"GAS 5 4"GAS 8 E +
Q> G w w G G G w G w w �—�Gr✓�--�6 c w w w w r ABANDONED WATER
I ws 1 ABANDON E WATER G e-
12 14 1 i(Q
1931 00 -- - - - 1941 1 5+00 196 oo DUVALL AVE. NE197+o0
m --- yQ-- __ -- - ---I - - - - - -3 - F-- --- -- - - - - --I---
B STA 195+77.02 m
W I 1 3 3 3 (17.68' RT) 10 W
J w w w w w w w w w w w w w w w 12"D.I. w 3 Z
11 J
U 3 =
3 U
c� 2 S 13 c
1 -- -- - �TR _
I
Ld
�. N ,-' 4 5
"TELEMETRY" Z e '/
I \ \ I I re I
r.re � .•ice I � I
OFFSITE RUNOFF I
1 HYDRANT AND WATER METER
PLAN 0 �
SCALE: 1"=20'-0" STRUCTURE NO. LOCATION
1 B STA 1 192+76.44 4121'R �1
2 B STA 194+71.07 4122'R
3 B STA 195+33.12 43.71'L
460 ......... ......... ... 4 BSTA 195+77.01 41.59R
.... ......... ......... ......... ......... ......... ......... ......... ..
......... ......... ......... ......... ......... ......... ......... ......... ......... .....
...... ......... ......... ......... .. ... .. .. ....
......... ......... ......... ......... ......... ......... ......... ......... ...:.::.: :
::::::: :::.: :::::: C6 TYP1: , ::: ......:
450 ......... ......... ......... .....:... ......... ........: ......... :..... .. B STA 1 +00.... 8
:....
450
V1
......... ......... ......... ......... ......... .........
..... ......... —
RiM
... ......... ......... ......... ......... ......... ......... ......... ...
.......
.::::::: ::::::::: .
440 ......... ......... ......... ......... ......... ......... ......... .... .... ::::: ... .....
......... ......... ......... ......... ......... ......... ......... ......... .
.... ......... ......... ......... ......... ......... ......... ......... .........
... .
40
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .
..... ......... ......... ......... ......... ......... ... ... ... ....... .... ..
:TYPE 1::.....::
. ......... ......... ..... ......... ......... ......... ......... :::PROP. $ED:.:... ::::::::: ::::::::: :::::::: ::::::. :::::.:: (31:75':R ):::....
......... ......... ......... ......... ......... ......... ......... ......... .... ................ ......... ......... ......... ......... ......
.......
......... ......... R1M=427. 2::.....: :.......
......... ......... ......... ......... 30
—.—.—.-- — ---- —......-- — ---- —.—. .t _—. _-- ----- --- __... -0. 5 .::::
....... ......... ......... ...... ......... ......... ......... ......... ......... ........
...... ....... .... ..
420 ......... ......... ......... ......... ........ 20
.... ......... ....... . .........
... ......... ......... ......... ......... ......... ..... .. ...... ......... ......... ......... ........
..... ......... ......... ......... ... ...
.. ......... ......... ......... ......... .....
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........ ......... ......... ......... ......... ::.......... ......... ......... ......... ......... ......... ......... ......... ........ ....... .... .. ..
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b CITY OF DUVALL AVE NE 9/1/05
29R1R ;` FEDERAL WAY,WA$HINGTON DES ..��
BEFORE YOU DIG . BERGER/ABAM 96003-2600 AMH =�� RFNTON ROADWAY IMPROVEMENTS
ORAL _
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E%PIRES MORCH 15,2DO6 'I King County FAX: (206)431-2250 N0. REVISION BY DATE APPR ""F'4�01Oi6Y
GLP SHEET 4
' 67 138
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--- - �7—
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198+00 199+00 200+00 201+00
10 0 10 20 20 0 20 40
PP PROFILE VERT HORZ
KC MAP NO.316-12 SCALE: H: 1"=20'-0" V: 1"=1 D'-0" scale feet scale feet KEY PLAN
33307 9TH AVENUE SOUTH °" ' "' A CITY OF DUVALL AVE NE s/1/oe
,p�E]212 CALL 48 HOURS * ; FEDERAL WAY,WASHINGTON D6 R RENTON ROADWAY IMPROVEMENTS
BEFORE YOU DIG • BERGERIABAM 98003-2600 ^ AMH
IQUL E N 9 I N E E R E 1 N c. DATUM 'p'R
1-800-424-5555 VOICE:(208)431-2300 ;,AS o
� Planning/Building/Public Wks Dept. DRAINAGE PLAN AND PROFILE S5-8
EXPIRES MARCH 15,2DD6 King County -w'`$y FAX: (206)431-2250 NO. REVISION BY DATE APPR CLP SHEET5
68 138
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I 1 i 3 T� , STRUCTURE NO. LOCATION
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2 B STA 1204+93.06 40.21'R
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6 B STA i205+79.14 40.21 R
460
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PROFILE
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SCALE: H: 1"=20'-0" V: t"=t 0'-0" VERT HORZ
cs �g�0cn KC MAP NO.316-12 scale feet scale feet KEY PLAN
33301 9TH AVENUE SOUTH +�'%�• DUVALL AVE NE wre 9/1/05
M212 CALL 48 HOURS . . ! FEDERAL WAY,WASHINGTON °®"DES CITY OF ROADWAY IMPROVEMENTS
GNALay BEFORE YOU DIG BERGER/ABAM 9eoD3-2soo —AMH PENTON
F N! I M E E X I X C.VOICE. 206 31-2300 I-- _.I DATUM 1-800-424-5555 � >a
EXPINES MORCH S.2DD6 King County _ FAX: (206)431-2250 NO. REVISION BY DATE APPR e . Planning/Building/Public Works Deft. DRAINAGE PLAN AND PROFILE LSD-9
GLP SHEET 6
„ ,.,... 69 i 36
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......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .........390 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .........
78. SCHEDULE A.. 390
.... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ..... .. ....
380 ..... 380
207+00 208+00 209+00 210+00 211+00 r
10 0 10 20 20 0 20 40
y.Pal PROFILE VERT HORZ
KC MAP NO.316-12 SCALE: H: 1"=20'-O" V: 1"=10'-0" scale feet scale feet KEY PLAN
°""` "' DUVALL AVE NE
3301 9TH AVENUE SOUTH s/i/os
ROADWAY IMPROVEMENTS
zsziz CALL48 HOURS r DES CITY OF FEDERAL WAY,WASHINGTON � �N.I,ON
tQQy E x o 1 x E E R R 1'x e.VOICE:(206)431-2300 —A" � DATUM planning/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE SD-10
1-800-424-5555 FAX: (206k131-2250
EMPIRES MARCH 15,ZDO6 King County ='fn_'-=LL'- N0. REVISION BY DATE APPR �� L""®'"""-' SHEET 7 �" 70 135
Q JI I
A PORTION Pff NW 1/4, SEC.3, T.23N, R.5E, W.M.
(n I
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CITY OF RENTON
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---------------------------
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SCHEDULE A'
... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......
....... .......
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212+00 213+00 214+00 215+00 Y
PROFILE 10 0 10 20 20 0 20 4D
y P SCALE: H: 1"=20'-0" V: 1'=10'-O" VERT HORZ
Qgbor 1EEL� scale feet scale feet KEY PLAN
KC MAP NO.316.12
...E�33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE 9/1/05
�
p�E�e12 CALL 48 HOURS FEDERAL WAY,WASHINGTON ` D� R RENTON ROADWAY IMPROVEMENTS
BEFORE YOU DIG • BERGER/ABAM 98003-2600 "`"`AYH DATUM
aaAt 1-800-424-5555 E N! ' N E E N 9 ' N o6 ann c Works Dept.
VOICE:(206)431-2300 ;,� i Pling/Building/Publi DRAINAGE PLAN AND PROFILE SD-1 1
FAX: (206k131-2250
E%PiRES NtNECH15.2DO6 King COUnh/ NO. REVISION BY DATE APPR GLP �""°P""�' SHEETS 71 136
A PORTION CIF NW 1/4, SEC.3, T.23N, R.5E, W.M.
Cm END PROJECT LIMITS
0 B STA 220+01
N END CONSTRUCTION L MITS
/ OFFSITE FLOWS to B STA 218+50 �—
—_- efaF,�GP .�
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218+00 _____�219+00 �co
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STRUCTURE NO.
LOCATION
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2 B STA 217+78.56 41.21'RT)
3 S STA ;217+81.10(41.21'RT) F—1
4 BSTA i219+15.05 41.21'R i••J
PROPOSED CE CB TYPE 1 1
380 TA 216C13+ 80
3
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r
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V�7
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360 360
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........ ........
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.. ....
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........ ......... ..-...... .
320 320
21 s+oo 217+00 21 a+oo PROFILE 21 s+oo z2o+1 o 0 10 zo zo 0 20 40
t1•PKllla SCALE: H: 1"=20'-0" V: 1 10'-0" VERT HORZ �
v $uv*� KC MAP NO.316 12 scale feet scale feet KEY PLAN
As CALL 48 HOURS 33301 9TH AVENUE SOUTH '°' A DUVALL AVE NE W�s/i/Os
AZ,Z FEDERAL WAY,WASHINGTON DES CITY OF ROADWAY IMPROVEMENTS
BEFORE YOU DIG . HERGER/ABAM RENTON
t�py Qy 98003-2600 AMH .a
1-800-424-5555 E N o 1 N E E x e x c.VOICE:(206)431-2300 DAS 1 DATUM planning/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE S6-12
EXPIRES 77 H S,2DO6 King County = - FAX: (206)431-2250 NO. REVISION BY DATE APPR Dv svc.ccolc.nr SHEET 9
72 138
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CALL 48 HOURS FEDERAL WAY,WASHINGTON DES .9 ROADWAY IMPROVEMENTS
23212 CITY OF RENTON
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RECEIVED
City of Renton
NE Sunset Boulevard (SR 900)/Duvall Avenue NE MAR 0 3 2006
Intersection Improvements Project, CAG 05-165 CITY OF RENTON,
Federal Aid No. STPH-0900(21) UT„ TI/sys`�vas
Preconstruction Meeting
February 21, 2006
10:00 a.m. Renton City Hall Conference Center, 7th Floor
Affiliation/Representing Address Attendee Phone/E-mail
City of Renton (Owner) 1055 S Grady Phone: 425.430.7321
Transportation Systems Wy. Renton, Fax: 425.430.7376
Design: WA 98055
Project Manager James Wilhoit 425.430.7319
jwilhoitAci.renton.wa.us
Project Manager Rob Lochmiller 425.430.7303
rlochmiller(a)ci.renton.wa.us
Supervisor Rich Perteet 425.430.7223
1perteet(a)ci.renton.wa.us
Operations: i
Operations Engineer Bob Cavanaugh 425.430.7322
bcavanaugh(d,ci.renton.wa.us
Traffic Control Plans Jun Aesquivel 425.430.7301
jaesquivelCa)ci.renton.wa.us
Signal Shop Maintenance Supervisor Dave Whitmarsh 425.430.7423
dwhitmarsh(i_cixenton.wa.us
Development Services
Inspection Tom Main 206.999.1833
tmainnd,ci.renton.wa.us
Parks
Landscaping Terry Flatley 425.430.6601
tflatley_(d)ci.renton.wa.us
Fire Department Corey Thomas 425.430.7024
cthomas(a)ci.renton.wa.us
Police Department Tracy Merrill 425.430.7561
tmerrill()ci.renton.wa.us
Utilities—Wastewater John Hobson 425.430.7279
j hobson(d,,ci.renton.wa.us
Prime Contractor: 5118 NW 425.557.4646
Sanders General Sammamish SandersGC )comcast.net
Construction(SGC) Road Fax:425.557.1019
Issaquah,WA
98027
Owner/Manager Allen Sanders 206.786.5361
Project Mgr/Supt. Erik Sanders 206.786.5359
Berger/ABAM—design Gary Phillips 206.786.5363
consultant phillipsambam
i
NE Sunset Boulevard(SR 900)/Duvall Avenue NE Intersection Improvements Project
CAG 05-165; Federal Aid No.STPH-0900(21)
Preconstruction Meeting
February 21,2006
Page 2 of 5
Affiliation/Representing Address Attendee Phone/E-mail
WSDOT Highways& NB 82-121 Kathy Klingman 206.440.4733
Local Programs PO Box 330310 klingkl()wsdot.wa.gov
Seattle,WA
98133-9710
Cascade Testing Lab 12919 NE 1261h Bryce Averill 425.823.9800
PI., Kirkland, bryiceAcascadetestin .com
WA 98034
Pilchuck(PSE Gas) 13330 Stone Connor Lowrey, Phone: 206.418.4257
Ave N, Seattle, Project Coordinator Fax: 206.418.4260
WA 98133 connor.lowrey(a-)pse.com
Potelco(PSE Electric) Steve Schleer Phone: 253.606.2569
Steve.Schleer()pse.com
Qwest 23315 66d'Ave Melanie Wheeler, Phone: 206.345.4055
S,Kent,WA Sr. Design Engineer Fax: 253.372.5176
98032 mlwheel(a)gwest.com
Qwest 1550 Newport Phil Pedersen, Phone: 206.478.3642
Way NW, Contract Work Fax: 425.392.9531
Issaquah,WA Inspector/ phil.peders66 gwest.com
98027 Construction
Manager
Cannon Construction— 406 Porter Way Tony Ihlen Phone: 253.922.2787
Qwest's contractor Milton,WA tihlen(a)cannonconstructioninc.com
98354-9638
MT Electric Tom Judge Phone: 425.888.5143
James Wilhoit,City of Renton Project Manager called the meeting to order at 10:05 a.m.
Introductions were completed and the general discussion commenced.
Sanders General Construction is the Prime Contractor. Erik Sanders is the Project
Manager/Superintendent for this project. They have established a job site construction trailer
and staging area in the parking area o the of west side of the McDonald's Restaurant on NE
Sunset Boulevard. Weekly on-site construction meetings will be conducted there at 10 a.m.
Wednesday mornings, starting March I"
1. Order of Work by Contractor(Schedule and Submittals)
• The construction contract documents have been completed by the Contractor and
were submitted for execution by the City. They will be forwarded to the City
Attorney and Risk Management for approval prior to being executed. This may take
up to two weeks. Issuance of the Notice to Proceed is contingent upon receiving fully
executed contract documents.
• The Contractor will provide the City of Renton with the required telephone contact
list.
H:\Division.s\TRANSPOR.TAT\ADMIN\Sec.l waking files\2006\NE Sunset and Duvall Intersection Precon Mtg Nota.doc
NE Sunset Boulevard(SR 900)/Duvall Avenue NE Intersection Improvements Project
CAG 05-165; Federal Aid No. STPH-0900(21)
Preconstruction Meeting
February 21, 2006
Page 3 of 5
• The Contractor will submit their CPM schedule as soon as they have had a chance to
review the work schedules for the franchise utilities involved in this project. Sanders
expects to begin with sewer construction at the Anacortes Avenue NE (west) end of
the project.
2. Utility Companies and Interested Parties
• Calls to Fire, Police and for emergencies: dial 911 from a landline. James noted that
if a call is made from a cell phone, the caller must ask to be connected to Valley Com
Dispatch. Failure to do so will result in the call being routed to a dispatch center in
Bellevue. The direct number for Valley Corn is 253.852.2121.
• King County Metro Transit was unable to provide a representative. James relayed the
information presented to him for this meeting:
1. They advised that Route 240 goes through the construction area. There is a
bus stop at the northwest corner and it will remain in its present location.
2. The bus stop on the northeast corner will be removed'and replaced.
• Pilchuck Contractors, Inc. is the gas service contractor for Puget Sound Energy. They
have facilities north of the intersection and along Duvall Avenue NE. They intend to
drill directionally across the intersection. Approximately 2,000' of pipe will be going
across NE Sunset Boulevard and up Duvall Avenue NE to accommodate future
growth in the area.
They are in the process of finalizing their construction drawings and will provide full
sets to the City of Renton for distribution to the Contractor as soon as they become
available.
• Qwest has a vast amount of facilities in the construction area and would like to start
work on the south side of the project. Qwest needs the profiles from the City of
Renton for both the Storm and Sewer lines in the construction zone. They, too, are in
the process of finalizing their plan drawings and will provide a full set to the City
upon their completion.
Qwest believes it would be most expedient for them to tear up the intersection as
opposed to drilling through it and requested close coordination with all parties
involved in this effort. Melanie explained that the facilities would remain hot until
just before they are cut over to the new construction.
The Contractor requested a complete work schedule from Qwest to better help them
in their coordination efforts and noted that coordination will be the focus of the
weekly construction meetings.
H:\Division.s\TRANSPOR.TAT\ADMIN\Soc.1 working files\2006\NE Sunset wW Duvall Intersoction Precon Mtg Notes dw
s
NE Sunset Boulevard(SR 900)/Duvall Avenue NE Intersection Improvements Project
CAG 05-165;Federal Aid No.STPH-0900(21)
Preconstruction Meeting
February 21,2006
Page 4 of 5
Qwest has a considerable amount of work to accomplish on the south side of the
intersection, primarily because everything feeds out of their cabinet located at
McDonald's. They anticipate six(6) weeks of splicing for the work to be
accomplished, plus 12-14 days of work to place manholes and ducts. Cannon
Construction is Qwest's subcontractor for this work.
• Cascade Testing is the testing laboratory company. They will test for compaction,
asphalt and concrete. All testing is to be coordinated directly through the City of
Renton Project Manager.
• The project area runs along NE Sunset Boulevard from Anacortes Avenue NE to just
east of the intersection at Duvall Avenue NE. Some work will be done on both sides
of Duvall Avenue NE. For general information, it was noted that this project is not
involved with the frontage road improvements needed in conjunction with the project
known as the Cottages at Honey Creek.
1. Sanders Construction will do their traffic control in-house.
2. Uniformed Police Officers will be used when necessaly.
3. Traffic control will be confined to lane closures only. There will be no street
closures.
4. Traffic Control Plans will be submitted to the City for approval.
• Kathy Klingman, WSDOT Highways and Local Programs,noted the special reporting
responsibilities with this project because of the Federal funding involved. Federal
posters are required to be posted on the job site. Some of the required paperwork
items of special note are:
1. Certification for Federal-Aid Projects(Form 420-004)
2. Request to Sublet Work(Form 421-012)
3. This project does not have any DBE goals,but the reports are still needed.
4. Quarterly reporting is needed if any DBE's are working on site(Form 422-
102).
5. If DBE's are working in July, a PR-1391 Contractor's Report is required to be
completed and submitted the first week of August.
6. Request for Approval of Materials(RAMS) (Form 350-071)
7. Monthly Employment Utilization Reports (Form 820-010
8. Statement of Intent to Pay Prevailing Wages (L&IF700-0290999)
9. Affidavit of Wages Paid(L&IF700-007-000)
Ms. Klingman noted that the signal equipment will be within the State right-of-way.
She inquired if the City maintains this signal equipment and Dave Whitmarsh
responded that, by agreement with the State,the City does maintain it.
H:\Division.s\TRANSPOR.TAT\ADMIN\Sec.l working fiks\2006\NE Sunset and Duvall Intersection Precon Mtg Notes.doc
NE Sunset Boulevard(SR 900)/Duvall Avenue NE Intersection Improvements Project
CAG 05-165;Federal Aid No. STPH-0900(21)
Preconstruction Meeting
February 21,2006
Page 5 of 5
Ms. Klingman distributed a spreadsheet noting the special requirements that will be
attached to this project. This spreadsheet, entitled Pre-Construction Notes, is
included at the end of this document.
James Wilhoit commented the City of Renton would conduct wage rate interviews on
site.
All documentation and correspondence is to be routed via the Prime Contractor
directly to the City's project manager. (All documents must include the City of
Renton project number, CAG 05-165.)
• MT Electric—They anticipate a 14-week lead time on the poles and 12 weeks for the
signal equipment,after receipt of approved submittals.
There are no anticipated construction problems at this time.
• John Hobson, City of Renton Wastewater Utility Project Manager noted that the
sanitary sewer manholes should be pre-coated with urethane prior to arrival on the
jobsite. Standard air tests should be done before hookup of side sewers.
It is imperative that proper notices are provided to the side sewer connection
customers. These need to be issued with enough advance notice to the customers to
prevent unnecessary impacts to their businesses.
• Potelco(PSE electrical contractor)—They have no specific concerns at this time.
3. Disinterested parties were dismissed at 10:42 a.m.
4. General Construction Discussion
• The Contractor had questions pertaining to the manholes and storm lines on this
project. The City did not have a representative present to address these items. The
questions will need to be worked out at a later date.
There being no further discussion,the meeting was terminated at 10:52 a.m.
Attachments: Meeting Sign-up Sheet(2 pages)
Pre-Construction Notes presented by WSDOT
H:tDivision.a\TPANSPOR.TATUDMIN\Sce.l working frks\2006WE Sunset and Duvall Intersection Precon Mtg Notes.doc
MEETING SIGN-UP SHEET
Project: NE Sunset Boulevard (SR 900)/Duvall Avenue NE Intersection
Improvements Project,CAG 05-165
Date: February 21,2006 Time: 10 AM Renton City Hall
Subject: PRECONSTRUCTION CONFERENCE
Project Manager: James Wilhoit Phone#: 425-430-7319
e-mail: jwilhoit@ci.renton.wa.us
Name Affiliation/Representing Phone#/e-mail
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H:\DIVISION.S\TRANSPOR.TAT\DESIGN.ENG\jwilhoit\duvall\HES IS\construction\preconSIGNsht.doc
i
MEETING SIGN-UP SHEET
Project: NE Sunset Boulevard (SR 900)/Duvall Avenue NE Intersection
Improvements Project,CAG 05-165
Date: February 21,2006 Time: 10 AM Renton City Hall
Subject: PRECONSTRUCTION CONFERENCE
Project Manager: James Wilhoit Phone#: 425-430-7319
j e-mail: 'wilhoitAci.renton.wa.us
Name 7Affiliation/Representing Phone#/e-mail
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Pre-Construction Notes:
1. Contract comes under Davis-Bacon and related acts. The USDOL may conduct
investigations as well as the local agency, to ensure labor compliance.
2. Contractor to provide EEO compliance and avoid/prevent discrimination or a hostile
work environment.
3. Contractor to pay prevailing wages, the higher of Federal or State wages. Agency will
conduct wage rate interviews.
4. Any changes to DBE goal (if any) needs to be through approved change order.
5. Need to submit statement of intent to pay prevailing wages.
6. Need to submit certified payrolls.
7. Posters to be placed at job site.
Forms to be Submitted:
• 420-004 -Certification for Federal-Aid Projects
• PR-1391 -Contractors Annual EEO Report (if active during July)
• 421-012 -Request to Sublet Work
• 422-102 -Quarterly Report of Amounts Credited as DBE Participation
• 350-071 -Request for Approval of Materials (RAMS)
• 350-109 -Certification of materials origin (steel products)
• 272-049 -Training Program (if applicable)
• 272-050 -Apprentice/Trainee Approval Request (if applicable)
• 272-060 -Federal-aid Highway Construction Annual Training Report
• 820-010 -Monthly Employment Utilization Report (formally CC-257)
• L&IF700-0290999 Statement of intent to pay prevailing wages
• L&IF700-007-000 -Affidavit of wages paid
• WH-347 -Certification of Payroll (optional)
Documentation Forms:
• Ledger
• Initial Documentation Review/Follow-Up Documentation Review
• Examination sheet for contract items
• Project Management Review (PMR)
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Submittal of Award Data
Before construction begins, the local agency must submit the following to the Region Local
Project Engineer:
• Tabulation of bids
• Engineer's estimate
• Award letter to the contractor
• Names and addresses of all firms that submit a quote to the successful low bidder
• DBE utilization certification date or the number of working days for the contract
• Failure to submit the above listed information, before construction begins, will result
in a delay of reimbursement for the billed cost, until the information is received.
Contractor Submittals:
Following is a list of information and documents that are required by the Standard and/or
Special Provisions to be provided to the Project Engineer by the Contractor.
This list could be given to the Contractor at the Preconstruction Conference as a checklist,
written notification and future reference for them.
This list is by no means complete but will serve as a basis.
• Name(s) of superintendent and, if different, the name and title of the person who will
continually be at the work site.
• Name(s) of the E.E.O. officer, and payroll supervisor.
• Name(s) of personnel to be contacted for emergency traffic control and their
telephone numbers.
• Progress Schedule (by C.P.M. if required in Special Provisions).
• Certified payrolls for Prime, Subs and Agents.
• Lump Sum item breakdowns if required, to enable partial payments on progress
estimates.
• Traffic control plans, if different from those in the plans. See Standard Specifications
1-07.23 (3) C.
• For Force Account and/or traffic control work:
Industrial Insurance &Medical Aid rates from L & I.
SUCA (State Unemployment Compensation Act) tax rate.
• Temporary water pollution control plan and/or storm water site plan (if applicable).
• Shoring plans. See Standard Specifications 2-09.3 (3) D.
• Platform scale certifications for suppliers of all weight items.
• Following documents need to be given by the Prime to all Subcontractors:
- A contract.
- Plans & Special provisions
- Wage rates.
- Required Federal Aid provisions.
- Required Federal Aid contract provisions. FHWA 1273 (pink pages).
- Contractor and subcontractor/agent certification for federal aid projects.
DOT form 420-004.
Forms:
Following is a list of forms to be submitted by the contractor. This list is by no means
complete but will serve as a basis.
1. Request to Sublet Work (DOT Form 421-012, must be approved prior to work).
2. Statement of Intent to Pay Prevailing Wages (L&I F700-029-000, must be
approved prior to payment).
3. Subcontractor or Agent certification for federal aid project (DOT 420-004, must
be submitted on all subcontractors/agents on federal aid projects).
4. Monthly Employment Utilization Report (DOT Form 820-010, must be submitted
by all Primes, and all Subs and Agents over$100,000).
5. Federal Aid Contractors Annual E.E.O. Report(PR-1391, must be submitted by
August 15, by each contractor for month of July).
6. Contractor Annual Training Report(DOT 272-060).
7. Training Program(DOT 272-049, must be submitted and approved prior to any
payment).
8. Apprentice/Trainee Approval Request(DOT 272-050, must be submitted for each
trainee on the project).
9. Federal special provisions (FHWA 1273, Pinks, must be provided to all
subcontractors).
10. Request for Approval of Material Source, RAMS (DOT 350-071, must be
submitted for all materials).
11. Certification of Materials Origin (DOT 350-109, must be submitted with RAMS on
all steel products.
12. Affidavit of Wages Paid (L&I F700-000, must be submitted for each contractor at
end of the project).
13. Quarterly Report of Amounts Credited as DBE Participation (DOT 422-102 must
be submitted for all DBE subs regardless of the contract's DBE goal).
14. Public Liability and Property Damage Insurance Certification (DOT 421-025)
15. Job site posters: http://www.wsdot.wa.gov/biz/construction/moreadmin.cfm
- FHWA 1495 Wage rate information (English).
-FHWA 1495A Wage rate information (Spanish).
-FHWA 1022 Fraud notice poster.
-0-383-806 : QL3 LAW, English (US equal employment opportunity office).
-0-383-806 : QL3 LAW, Spanish (US equal employment opportunity office).
-L&I P700-074-000 Your rights as a worker.
-L&I P242-191-000 Injury on the job.
-L&I P416-081-000 Job safety and health protection.
-EMS 9874 Unemployment insurance benefits.
4
Project Close Out:
Following is a list of required documents for closing out a contract to be submitted by the
Agency.
1. Change orders or list of change orders and their net values.
2. Completion Date(letter from the Agency to the contractor specifying effective date
which all of the work specified in the contract is completed and all obligations of the
Contractor under the contract are fulfilled by the Contractor. All documentation
required by the contract and by law must be furnished by the contractor before
establishment of this date). Please provide a copy of the letter.
3. WSDOT,Local Programs inspection (Letter to Local Programs requesting WSDOT
inspection).
4. Material Certification and project checklist(DOT 350-115). Please provide a copy.
5. Verify completion within allotted working days (days used/total days allowed).
6. Comparison of engineer's estimate and final quantities. Please provide a copy.
7. Training hours performed(DOT 272-060A).
8. Claims (what?, resolutions?).
9. Affidavit of wages paid DBE. Please provide a copy.
10. Final contract cost.
Use next page(Project Data Sheet)to report project close out information to Local
Programs.
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: March 14, 2005
TO: James Wilhoit, Transportation Systems Engineer
FROM: 2 Ron Straka, Surface Water Utility Supervisor(ext. 7248)
Allen Quynn, Surface Water Utility Project Manager(ext 7247)
SUBJECT: Duvall Ave NE Widening/Coal Creek Parkway SE
Reconstruction Project 60% Design Plans and Final Design
Report
The following are the Surface Water Utility's review comments concerning the 60% Design
Plans and the Final Design Report, dated December 2004:
Final Design Report
1. (Fig 2.1) Subbasin C 1 should be modified to include the Baxter I and Baxter II short
plats which are located on the south side of NE 181h Circle. The two short plat
boundaries on the Drainage Basin Map have been hatched in. The drainage calculations
for subbasin C 1 should be modified to include this additional area.
2. The consultant should get a set of plans for the Baxter I Short Plat(see Arnie Henninger,
Plan Reviewer) to accurately show how the storm system from the development ties into
the system out in Duvall Ave. The plans will need to show this offsite system on the
plans.
3. (Page 2-7) Subbasin D 1 incorrectly shows May Creek as the downstream water body
instead of Honey Creek.
4. (Page 3-9) The table for Honey Creek should break out the amount of new impervious
surface, replaced impervious surface and converted pervious surface and show what areas
must meet requirements 1-5 and which must meet requirements 5-10. The table doesn't
show how many acres are replaced impervious and doesn't require detention and WQ
treatment.
5. (Page 1 of HSPF Model for Subbasin D1) Input parameters for pre-developed and
developed condition land areas use don't match the table on Page 3-9. The total modeled
basin area is 1.1 acres versus the table, which is 3.23 acres. Maybe because some portion
of the total impervious area is replaced impervious and is excluded from the calculations.
Wilhoit/Duvall 60%
March 14, 2005
Page 2 of 4
6. (Page 2 of HSPF Model for Subbasin DI) The 60%plans do not include a control
structure detail for detention vault D1, so we are unable to verify orifice elevation and
sizing model inputs.
7. (Page 18 of HSPF Model for Subbasin D1) Why is the water quality volume increase by
a factor of 1.5? The manual requires only a combined normal sized wet vault and sand
filter for enhanced water quality treatment.
8. Unless there is a compelling reason to locate the sand filter prior to the vault, the City
would like the sand filter preceded by the wet vault. The DOE manual recommends this
arrangement as well
9. (Page 18 of HSPF Model for Subbasin D1) The water quality facility data output shows
an online design discharge rate of 0.00 cfs. This is incorrect. The engineer must show
calculations for determining water quality design flow.
60% Plans
1. (General Comment) Why is a grate inlet being used as a catch basin? A standard Type I
should be adequate and cheaper than what appears to be a specially designed structure.
2. (Sheet SD-4, Station 180+00 and Station 182+35) There are two existing storm systems
not shown on the 60% Plans that are shown on the 30% Plans that appear to convey
offsite flows from SE 107th Place and SE 107ih Street. How are these systems being
intercepted and conveyed downstream?
3. (Sheet SD-4, general) There are several structures that are missing station and invert
information. See redlines.
4. (Sheet SD-4) Storm manhole at Station 180+24 is missing on profile.
5. (Sheet SD-4) There appears to be conflict with the catch basins on the south side and an
existing power utility.
6. (General Comment) Show all existing and proposed utility crossings of proposed storm
pipe in profile.
7. What kind of pipe is Schedule A and what is the reason for using it versus CPEP? CPEP
is the accepted standard for storm pipe. Schedule A must meet the same pipe strength
standards as CPEP.
8. (General Comment) All lateral profiles should provide a reference label indicating what
sheet the profile can be found on.
9. (General Comment) 1"= 5' vertical scale would provide a better visual presentation than
1"= 10'.
10. (General Comment) Eliminate scale bars on lower right hand corner of plan sheets.
These scales are already provided below the plan and profile.
11. (Sheet SD-5, 186+50) Catch basin HC9 is in conflict with communication utility.
HAFile Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\SWP27-2952 Duvall Ave.NE-SR900 to N.City Limits\60%
review.doc\AQtp
Wilhoit/Duva11 60%
March 14, 2005
Page 3 of 4
12. (General Comment) Why replace some portions of the existing storm pipe on the
eastside of the road and not others?
13. (Sheet SD-6) The existing pipe from Station 188+18 to Station 189+50 is shown as
existing on the plans, but the profile shows it as a new 18" concrete pipe. Please revise
plan sheet to show a new 18" storm pipe.
14. (General Comment) Show proposed contours on drainage plans.
15. (Sheet SD-6, Station 190+60) Structure info missing for existing manhole.
16. (Sheet SD-7, Station 197+00) Proposed storm line and existing sewer manhole in
conflict.
17. (Sheet SD-7) What is the rationale for placing proposed catch basins over existing
stormline on the east side of the street and how is offsite drainage to be directed to the
structures?
18. (Sheet SD-8) Proposed storm pipe is in conflict with the sanitary sewer line on west side
of street.
19. (General Comment) The City does not want storm systems located outside of the right-
of-way conveying offsite runoff from the eastside of Duvall Ave, between Station
194+77 to Station 208+23. The City would like to see the offsite catch basins connected
to laterals that are tied to a trunk line located in the street. Locating storm pipe outside of
the right-of-way will make maintenance difficult.
20. (Sheet SD-9) What is the purpose for using a dike structure for Structures MCF10 and
MCF11?
21. (Sheet SD-14) Control structure detail absent from plans.
22. (Sheet SD-14) A flow splitter is required to divert the water quality flow to the sand
filter and bypass flows above the water quality flow to the detention vault.
23. (General Comment) Details must include a reference label directing the reader to the
plan sheet and vice versa.
24. (Sheet SD-14) Vault detail must include water surface elevations for dead storage and all
design storms.
25. (Sheet SD-14) The invert of the control structure outlet pipe appears to be located too
high. The detention elevation should be below the sand filter outlet so the sand filter can
completely drain out. As designed, water will back-up to an elevation above the sand
filter.
26. (Sheet SD-17) Pond B1 control structure detail does not match the HSPF model routing
input. The detail shows a 4-orifice control structure and the model shows only 3.
27. (Sheet SD-15) Pond B1 cells don't match labels in pond volume table.
28. (Sheet SD-15) Pond detail does not show the maintenance access road into the detention
pond.
H:\File Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\SWP27-2952 Duvall Ave.NE-SR900 to N.City Limits\60%
review.doc\AQtp
Wilhoit/Duvall 60%
March 14, 2005
Page 4 of 4
29. (Sheet SD-15) Control structure should be accessible for maintenance. Pond detail
should show a maintenance road between the pond and the constructed wetland to allow a
maintenance vehicle access to the control structure from above.
30. (Sheet SD-15) Show location of emergency spillway.
Please call Allen Quynn, if you have any questions.
cc: Lys Hornsby,Utility Systems Director
H:\File Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(nP)\SWP27-2952 Duvall Ave.NE-SR900 to N.City Limits\60%
review.doc\AQtp
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33301 9TH AVENUE SOUTH@ "'°w "' CITY OF DUVALL AVE NE/COAL CREEK PARKWAY SE 9/9/O4
,`" ; FEDERAL WAY,WASHINGTON ot5 � - .n RENTON RECONSTRUCTION PROJECT
BERGER/ABAM ��3-260o ""�`we DESIGN REPORT PLANS
VOICE 31-2300 206 DATUM
r. w ( cw �� Planning/Building/Public works Dept. DRAINAGE&EXISTING UTILMES FIG-20
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FEDERAL WAY,NUE SOUTH
" PA CITY OF DUVALL AVE NE/COAL CREEK PARKWAY SE 9/9/04
SERGFR/AUAM 98003-2600 � RENTON RECONSTRUCTION PROJECT _
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33301 9TH AVENUE SOUTH M CITY OF DUVALL AVE NE/COAL CREEK PARKWAY SE 9/9/04
FEDERAL WAY,WASHINGTON DM RECONSTRUCTION PROJECT
RENTON
BERGER/ABAM
98003 zsoo °"uwc DESIGN REPORT PLANS
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33301 9TH AVENt1E SOUiH DUV AY SE A CITY OF ALL AVE NE i COAL CREEK PARKWAY 9/9/D4
FEDERAL WAY.WASHINGTON �� RECONSTRUCTION PROJECT
ENGINEERS `mu `—`� RENTON DESIGN REPORT PLANS
►� S VOICE:(206}131-2300 . a.�R
FAX. (206rf31_2250 a« - Planning/Building/Public Works oePt. DRAINAGE LATERALS -FIG-32
NO. REVISION BY ALA "
32�46
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: October 29,2004
TO: James Wilhoit,Transportation Systems Engineer
FROM: Ron Straka—Surface Water Utility
Chris Munter—Surface Water Utility
SUBJECT: Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project—
Review of Draft Reports and Plans(3 of 3)
The Surface Water Utility has completed a review of the Berger/Abaco draft reports and plans dated 10
September 2004 and has the following comments.
Draft Desien Report,Volume 1 of 3:
1. Table 3-2,the May Creek table should be titled"May Creek-B 1".
2. Table 3-3,three of the flow and precip. values run together to form one line. The 100-yr PRE
precip. should be 4.0. The 2-yr, 10-yr,and 100-yr POST flows should be corrected to read 0.68,
1.094,and 1.845 accordingly.
3. Page 3-11, last paragraph,two options are mentioned,only one is given. Update to reflect
options from latest memo.
4. Page 3-12,2°d and 3`d paragraphs refer to flow bypass structures. No discussion on the design is
included in volumes 1 or 2. No details are included in the plan set. Please include.
5. Page 3-12,Basin D1 paragraph,"south of B STA 194+50"should read"north of B STA
194+50".
6. Page 3-12,Basin B1 paragraph,further investigation needs to be completed to determine the
overall effect this will have on the stream. Please complete investigation and include discussion
in report.
Draft Desien Report,Volume 2 of 3:
1. Include design of flow bypass structures as mentioned above.
2. It appears water quality volumes are based on large wet pond volumes which are not an approved
enhanced treatment feature. Recommend looking into utilizing a stormwater treatment wetland.
3. Why is the DOE manual requirements for redevelopment used for storm analysis(?)and the King
County manual used for water quality design?
� z►
HAFile Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\SWP27-2952 Duvall Ave.NE-SR900 to N.City 1
Limits\SurfaceW aterReviewMemo 10292004.doc
7 ,�
Draft Design Report,Volume 3 of 3-Plans:
It is understood that these plans are preliminary(30%),the following will be general comments. For
specifics,please see the red-lined plan set.
1. Include a legend sheet with defined line types and symbols.
2. Label all new catch basins, include the CB #for easier identification between plan and profile
views and lateral detail sheets. There are catch basins missing between plan and profile views.
3. The line type for the Pond Dl outfall system needs to be bolded assuming it is a new system.
Where does this system discharge? Is it possible to discharge into the existing parallel system
since it is detained?
4. Show all storm and sewer crossings in profile view.
5. The drainage sheets have two sets of scales,only the ones on the plan and profile views are
necessary.
6. Include details on rip rap pads and riser/orifice structures.
7. Include the total volume, dead storage volume, and live storage volume on the pond detail sheets.
8. The ponds should be fenced, show on plans and include details.
9. Label all pipes with length, slope, and diameter.
10. Provide call outs(rim elevation, inverts,pipe sizes,and CB types)for existing storm structures.
11. On sections of roadway with parallel storm systems, look into providing one trunk system with
laterals.
12. Verify proper catch basin spacing and ensure CBs are located at street intersection curb returns to
prevent runoff from flowing down the side street, driveway, etc.
13. Existing catch basins that will not be located in the proposed gutter line shall be replaced with
Type II and solid lids.
14. Storm systems conveying off-site flows outside of the street and sidewalk cross sections should
be minimized as much as possible to limit maintenance access issues.
The Surface Water Utility has also completed a review of the Berger/Abaco memo dated 15 October 2004
concerning proposed locations for stormwater facilities for Subbasin Dl and has the following comments.
The Surface Water Utility concurs with the first recommendation of the memo, Option 3 being the
preferred choice. Option 1 is the next preferred choice.
H:Tile Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\SWP27-2952 Duvall Ave.NE-SR900 to N.City 2
Limits\Surface WaterReviewMemo 10292004.doc
Allen Quynn - buzzsaw Page 1
From: "Kristen Anderson" <kanderson@triadassoc.com>
To: <aquynn@ci.renton.wa.us>
Date: 3/11/2005 3:12:39 PM
Subject: buzzsaw
I just left a message on your phone, but thought it would be best to
send an email as well. I am trying to obtain instructions to use
buzzsaw. I am looking for storm drainage information (as-built) along
142nd Ave SE and between SE 132nd (aka ne 2nd st) and se 136th street.
I also am looking for as built sewer plans near 146th ave se (lyons) and
SE 136th Street. Feel free to call me 425.216.2118 or email back. I
tried to figure out which drawings to open by opening qsn (which I
believe reveals the street names). I went through 4301 to 4335 and did
not see street names applicable to the area I am researching. Please
email back if that works best for you. It is late in the day on
Friday.... so hopefully I will hear from you early next week. Have a
good weekend:)
5-3/5-
Kristen Anderson
Ext. 2118
TRIAD ASSOCIATES
Land Development Consultants
v:425.821.8448 f:425.821.3481
<http://www.triadassoc.com/>www.triadassoc.com
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: October 29,2004
TO: James Wilhoit,Transportation Systems
��Engineer
FROM: Ron Straka—Surface Water Utility Ul- .
Chris Munter—Surface Water Utility
SUBJECT: Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project—
Review of Draft Reports and Plans(3 of 3)
The Surface Water Utility has completed a review of the Berger/Abam draft reports and plans dated 10
September 2004 and has the following comments.
Draft DesiEn Report,Volume 1 of 3:
1. Table 3-2,the May Creek table should be titled"May Creek-B I".
2. Table 3-3,three of the flow and precip.values run together to form one line. The 100-yr PRE
precip. should be 4.0. The 2-yr, 10-yr, and 100-yr POST flows should be corrected to read 0.68,
1.094, and 1.845 accordingly.
3. Page 3-11, last paragraph,two options are mentioned,only one is given. Update to reflect
options from latest memo.
4. Page 3-12, 2nd and 3rd paragraphs refer to flow bypass structures. No discussion on the design is
included in volumes 1 or 2. No details are included in the plan set. Please include.
5. Page 3-12,Basin D1 paragraph,"south of B STA 194+50"should read"north of B STA
194+50".
6. Page 3-12,Basin B1 paragraph, further investigation needs to be completed to determine the
overall effect this will have on the stream. Please complete investigation and include discussion
in report.
Draft Design Report,Volume 2 of 3:
1. Include design of flow bypass structures as mentioned above.
2. It appears water quality volumes are based on large wet pond volumes which are not an approved
enhanced treatment feature. Recommend looking into utilizing a stormwater treatment wetland.
3. Why is the DOE manual requirements for redevelopment used for storm analysis(?)and the King
County manual used for water quality design?
H:\File Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\Duvall Ave.NE-SR900 to N.City 1
Limits\SurfaceW aterReviewMemo 10292004.doc
Draft Design Report, Volume 3 of 3 -Plans:
It is understood that these plans are preliminary(30%),the following will be general comments. For
specifics, please see the red-lined plan set.
1. Include a legend sheet with defined line types and symbols.
2. Label all new catch basins, include the CB # for easier identification between plan and profile
views and lateral detail sheets. There are catch basins missing between plan and profile views.
3. The line type for the Pond D1 outfall system needs to be bolded assuming it is a new system.
Where does this system discharge? Is it possible to discharge into the existing parallel system
since it is detained?
4. Show all storm and sewer crossings in profile view.
5. The drainage sheets have two sets of scales, only the ones on the plan and profile views are
necessary.
6. Include details on rip rap pads and riser/orifice structures.
7. Include the total volume, dead storage volume, and live storage volume on the pond detail sheets.
8. The ponds should be fenced, show on plans and include details.
9. Label all pipes with length, slope, and diameter.
10. Provide call outs(rim elevation, inverts,pipe sizes, and CB types) for existing storm structures.
11. On sections of roadway with parallel storm systems, look into providing one trunk system with
laterals.
12. Verify proper catch basin spacing and ensure CBs are located at street intersection curb returns to
prevent runoff from flowing down the side street, driveway, etc.
13. Existing catch basins that will not be located in the proposed gutter line shall be replaced with
Type II and solid lids.
14. Storm systems conveying off-site flows outside of the street and sidewalk cross sections should
be minimized as much as possible to limit maintenance access issues.
The Surface Water Utility has also completed a review of the Berger/Abam memo dated 15 October 2004
concerning proposed locations for stormwater facilities for Subbasin D1 and has the following comments.
The Surface Water Utility concurs with the first recommendation of the memo, Option 3 being the
preferred choice. Option 1 is the next preferred choice.
e� L4SV's by,
H:\File Sys\SWP-Surface Water Prcjects\SWP 27-Transporation Projects(TIP)\Duvall Ave.NE-SR900 to N.City 2
Limits\SurfaceWaterReviewMemo 10292004.doc
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