HomeMy WebLinkAboutzR-3760 SetH
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GRAPHIC SCALE
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SCALE IN FEET
CONTACT LIST:
APPLICANT/OWNER:
MEDICI ARCHITECTS
LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, Washington 98034
(425) 821-5038 FAX (425) 821-5739
11671 SE 1ST STREET
POWER/NATURAL GAS:
BELLEVUE, WA 98005
3 REVISED PER CITY COMMENTS
CONTACT: EMILY BUCHWALTER
CABLE TV:
(425) 453-9298
EMILYOMEDICIARCHI TECTS.COM
CIVIL ENGINEER:
LITCHFIELD ENGINEERING
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12840 81ST AVENUE NE
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KIRKLAND, WA 98034
DATE
CONTACT: KEITH LITCHFIELD, PE
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(425) 821-5038
KA.LITCHFIELD®FRON TIER. NET
GEOTECHNICAL ENGINEER:
GEOTECH CONSULTANTS, INC.
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13256 NE 20TH STREET, SUITE 16
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BELLEVUE, WA 98005
(425) 747-5618
SURVEYOR:
SADLER/BARNARD ASSOC., INC.
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717 WEST STEWART
PUYALLUP, WA 98371
(253) 848-5170
DALEO®SADLERBARNARD.COM
SITE DATA:
KC PARCEL P. 2963900010,2963900011
TOTAL AREA: (t) 9,600 SF (0.22 AC)
PROJECT SITE AREA (t) 7,858 SF (0.18 AC)
IMPERVIOUS AREA (t) 7,940 SF (0.18 AC)
FIRE DISTRICT: RENTON STATION 11
ZONING: RESIDENTIAL MULTI—FAMILY
NEIGHBORHOOD: SOUTH RENTON
FIRE DISTRICT: RENTON STATION 11
SCHOOL DISTRICT: RENTON
UTILITY PURVEYORS:
SEWER/WATER:
CITY OF RENTON
LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, Washington 98034
(425) 821-5038 FAX (425) 821-5739
425-430-6852
POWER/NATURAL GAS:
PUGET SOUND ENERGY
3 REVISED PER CITY COMMENTS
1-888-321-7779
CABLE TV:
COMCAST
1-877—COMCAST
WASTE SERVICES:
WASTE MANAGEMENT
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1-800-592-9995
I
PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 23 N, RANGE 5 E W.M.
REM
FOUND BRASS CAP W/TH PUNCH
MARY /N C4SRNO (12106106)
017Y OF RENTON SURVEY
CONTROL MON N0. 1898
N 176,367.836
E 1,299,159.285
- EX CB
R/M 2697
L J
OB
R
IM
L J
TOP SE FOWCE
BOLT FH
"0
RIM = 16.90 \
[ADDER ON SOUTH
/E I7'AOS W = 20.65
If 12' AD5 E = 2251
IE 12"AD5 S = 20.94
CB
RIM = 1657
/E I2'ADS E = 22.57
BLAKEY TOWNHOMES
J
MH
RIM 27.60
/ADDER ON
FULL OF WATER
/E 12' CMP NW, SW, SE, NE = 1295
/E 12"P/PE N, E, W = 13+/(AS BU2TJ
SSMH S 6t/ / St
M = 6
Rz7ON,9 NORTH
11 C E -W, B" v'r S
FO =21.16
o
LCB
R/M = 27.04
/E 11" CYANW = 13.39
/E 6'PVC S = 14.34
r R/M = 3.8
LADDER D27N
BiRvL• N -S c
FOUND TACH /N
n LOT 3
LOT 4
RIM = 26.76
/E 12'A05 W = 23.45
IMPORTANT NOTE:
THE PROJECT SHALL COMPLY TO THE
CITY OF RENTON'S TRENCH RESTORATION
AND OVERLAY REQUIRMENTS
Call Working Days Before You Dig
1.800.424-5555I
Itilities Underground Location Center
QD,MT,ND,OR,WA)
CNY OF NWON SURVEY
LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, Washington 98034
(425) 821-5038 FAX (425) 821-5739
CONTROL MON. NO 1140
K'
N. 17,9,048990
3 REVISED PER CITY COMMENTS
E 1,299,198.110
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NO. REVISION
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BY
FOUND BRASS CAP W/TH PUNCH
MARY /N C4SRNO (12106106)
017Y OF RENTON SURVEY
CONTROL MON N0. 1898
N 176,367.836
E 1,299,159.285
- EX CB
R/M 2697
L J
OB
R
IM
L J
TOP SE FOWCE
BOLT FH
"0
RIM = 16.90 \
[ADDER ON SOUTH
/E I7'AOS W = 20.65
If 12' AD5 E = 2251
IE 12"AD5 S = 20.94
CB
RIM = 1657
/E I2'ADS E = 22.57
BLAKEY TOWNHOMES
J
MH
RIM 27.60
/ADDER ON
FULL OF WATER
/E 12' CMP NW, SW, SE, NE = 1295
/E 12"P/PE N, E, W = 13+/(AS BU2TJ
SSMH S 6t/ / St
M = 6
Rz7ON,9 NORTH
11 C E -W, B" v'r S
FO =21.16
o
LCB
R/M = 27.04
/E 11" CYANW = 13.39
/E 6'PVC S = 14.34
r R/M = 3.8
LADDER D27N
BiRvL• N -S c
FOUND TACH /N
n LOT 3
LOT 4
RIM = 26.76
/E 12'A05 W = 23.45
IMPORTANT NOTE:
THE PROJECT SHALL COMPLY TO THE
CITY OF RENTON'S TRENCH RESTORATION
AND OVERLAY REQUIRMENTS
Call Working Days Before You Dig
1.800.424-5555I
Itilities Underground Location Center
QD,MT,ND,OR,WA)
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29476
�SstA�cti NA
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STAMP NOT VALID
UNLESS SIGNED AND DATED
LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, Washington 98034
(425) 821-5038 FAX (425) 821-5739
41-14
K'
4 REVISED PER CITY COMMENTS
3 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
1 SUBMITTED TO CDENT
NO. REVISION
KAL -21-14 KAL
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VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
LOTS 2 AND 3, BLOCK 1, OF GUINN'S ADDITION TO RENTON.
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF
PLATS, PAGE 76, IN KING COUNTY, WASHINGTON.
VERTICAL DATUM
FOUND 3" BRASS DISK STAMPED "KIING COUNTY SURVEY MONUMENT
EN -61 1973" IN SIDEWALK ON THE WEST SIDE OF RAINIER AVE. SOUTH.
LOCATED NORTH SIDE OF SOUTHERLY DRIVEWAY TO BUILDING AT 604
RAINIER AVENUE SOUTH ELEV=27.867
BASIS OF BEARING
RECORD OF SURVEY, RECORDING NO. 2005060690003, RECORDS OF THE
KING COUNTY AUDITOR.
SHEET INDEX:
1. COVER SHEET
2. TESC & DEMOLITION
3. TESC DETAILS
4. GRADING, DRAINAGE & PAVING
5. DRAINAGE & PAVING DETAILS & NOTES
6. WATER & SEWER PLAN & PROFILE
7. WATER & SEWER DETAILS & NOTES
UTILITY NOTES:
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND
MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE
CONTRACTORS RESPONSIBLITY TO FIELD VERIFY LOCATION OF
UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
OTHER UTILITIES(I.E. GAS, POWER, CABLE, (ETC.) REQUIRED FOR
THE DEVELOPMENT OF THE PROJECT SHALL BE PLACED AND
INSTALLED PER THE UTILITY PURVEYOR AND/OR CITY
SPECIFICATION, WHATEVER MAY GOVERN. EASEMENTS OTHER
THAN THOSE SHOWN MAY BE REQUIRED PENDING FINAL UTILITY
DESIGN AND HORIZONTAL LOCATION BY OTHERS.
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FOUND 8M5S CAP WIIH PUNCH
MARK IN CASWO (12/06/06)
R=3 76001
I
ITY OF RENTON
APPROVED BY: y�DATE: loJ3
APPROVED BY: DATE: I } C
APPROVEDI B � DATE: /- Z
APPROVED BY: DATE: fol(�( �
1"=20' X0�0M°`""1061�'°°� CITY OF BLAKEY TOWNHOMES X12-3-13
RENTON 604 MORRIS AVENUE S
Fac
RENTON, WA 98055
a� Planning/Building/Public Works Dept.
F MOI tlE MEM
COVER SHEET 1 7
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CONSTRUCTION SEQUENCE
1. SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE
CITY OF RENTON.
2. INSTALL CONSTRUCTION ACCESS.
3. INSTALL SILT FENCE.
4. CONSTRUCT OFF-SITE STORM & INSTALL CB INSERTS.
5. ROUGH GRADE SITE.
6. INSTALL REMAINING STORM WATER SYSTEM & UTILITIES.
7. FINE GRADE SITE.
B. PAVE AREAS AS INDICATED.
9. HYDROSEED REMAINING EXPOSED SOILS AND COVER AS
APPROPRIATE
10. REMOVE TESC BMP'S UPON APPROVAL OF THE CITY OF RENTON.
LEGEND:
Call 2 Working Days Before You Dig
1.800-424.5555
Underground Locati
(ID,MT,ND,OR,WA)
29476
STAMP NOT VALID
UNLESS SIGNED AND DATED
PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 23 N, RANGE 5 E W.M.
BLAKEY TOWNHOMES
S 3rd L7t
FILTER FABRIC FENCE
7 /
ASPHALT REMOVAL
EX CB
AM 26.97
CONCRETEREMOVAL
------
EK CURB TO BE REMOVED
REMOVE
1 '�i
CONCRETE
i 1 1 '7 1 71
L I
INLEr PROTECTION
nIIIIIIIIIIFiI�f�e�ltkl
APPROX. LOCATION
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Call 2 Working Days Before You Dig
1.800-424.5555
Underground Locati
(ID,MT,ND,OR,WA)
29476
STAMP NOT VALID
UNLESS SIGNED AND DATED
PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 23 N, RANGE 5 E W.M.
BLAKEY TOWNHOMES
S 3rd L7t
-1_14
7 /
-
CITY OF RENTON SURVEY
EX CB
AM 26.97
12-3-13
CONTROL MON N0. 1140
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REMOVE
N 179,,048..990
CONCRETE
F. 7799198.120
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FOUND RRASS CAP WTH PUNCH
WX /N CAST/N6 (11/06/06) ///'''CR
CITY OF RENTON SURITY / R/M =
CONTROL MON N0. 1898 li{ /E 17i
N 1769659)8
E: 1,299,759.185
L J
11
Ex
TOP SE RANGE
BOLT FN
REMOVE EX CONIC SIDEWALK -
AS NECESSARY FOR UTILITY
IMPROVEMENTS.
SAWCUT AS NECESSARY
SAWCUT AND REMOVE PVMT�,
AS NECESSARY FOR UDLRY
IMPROVEMENTS
lap3
WAT
REMOVE IX CURB ASS
NECESSARY TO INSTALL w/w'
UTILITY IMPROVEMENTS. ED
SAWCUT AS NECESSARY
COORD W/ COR FORS
-9113� REMOVAL
OF EX WATER SERVICE
IW
03
SOMH
PIN = 26.90
L40PER ON SONH
/E 12, ADS W = 20.65
/E 12"AOS E = 2252
IE 11"A05 S = 10.94 r
CB
RIM = 26.57
/E 12"ADS E = 22.57
Ex
LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, Washington 98034
(425) 821-5038 FAX (425) 821-5739
Ex IX C�
�R/M 1699
r
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R'm = L/.OV
/ LADDER ON
1 FULL OF WATER
/E 11" CVP NW, SW, SE NE = 1295
/E 11' PIPE N, E, W = 1J+1 -(AS BU/C T)
a SSMH
lM = 27.68
IN
R ON NORTH
NE = 14.18 11 E -W, B' Rel' S
FLOW = 21.15
_ N 89'47JO" E _
S 6th St J1587'
FOUND TACK /N
LEAD /N C/ASTINO
(12106�06�
- I y
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l0 0
L 3 -CB
R/M = 17.04
lE 11"CYA W=2J J9 0 o
/E 6"PVC S = 24.34 N 89'4730" E - 119.95' Q `�
p.. H
d R
SSMH 16,
R/M 1738
(ADDER ON N N g
Bi,INC N -S o p Min `O 'O m
av,NE = 11.E \ o o
`CB INLET
RIM = 2675
/E 11"ADS W =
3 1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
1 SUBMRfED To
CLEW
N0. REVISION
KAL
-1_14
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12-3-13
7' 11.1
COMPANYIII GAS
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CONCRETE
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`CB INLET
RIM = 2675
/E 11"ADS W =
3 1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
1 SUBMRfED To
CLEW
N0. REVISION
KAL
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STABILIZED CONSTRUCTION I
ENTRANCE PER DETAIL
SHEET 3
31 I
I
South 7th Street
FOUND BRASS CAP WAN PUNCH
U,f& /N CASRNO (12/06/06)
EROSION CONTROL NOTES
1. These notes shall appear far all projects - site improvements, surface water utility,
wastewater utility; waterutility, and transportation plans:
2. Before any construction or development activity occurs, a pre -construction meeting
must be held with the City of Renton, public wools design engineer.
3. The Boundanes of the Gearing limits and areas of vegetation preservation as
prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the
field prior to constriction in accordance with Appendix D of the Surface Water
Design Manual and observed during construction. During the construction period, no
disturbance beyond the clearing limits shag be permitted. The clearing !units shall be
maintained by the applicant/FSC supervisor for the duration of construction.
4. Stabilized construction entrances shall be installed at the beginning of construction
and maintained for the duration of the project. Additional measures, such as
.constructed wheel wash systems or wash pads, may be required to enure that all
paved areas arekept clean and track out to mad right of way does not occur for the
duration of the project.
S. All required sedimentation/erosion control fadlities must be casbucbed and in
operation prior to land clearing and/or construction to prevent transportation of
sediment to surface water, drainage systems and adjacent propene. All erosion
and sediment facilities shall be maintained In a satisfactory condition until such time
that clearing and/or construction As complebe and potential for on-site erosion has
passed. The implementation, maintenance, replacement and additions to
erosion/sedimentabon control systems shall be the responsibility of the permitee.
6. The erosion and sedimentation control systems depicted on this drawing are
intended to be minimum. requirements to meet anticipated site condltiom As
constructionprogresses and unexpected or seasonal mMitions diclate, the permitee
shall anticipate that more erosion and sedimentation control facilities will be
necessary to ensure complete siltation control on the proposed site. During the
course of construcion, it shall be the obligabon and responsibility of the permitee to
address any new conditions that may be created by the activities and to provide
additional facilities, over and above minimum requirements, as may be needed, to
protect adjacent properties and water quality of the receiving drainage system.
7. Approval of this plan is for erosion/sedimentation control only. It does not ronsubft
an approval of storm drainage design, size nor location or pipes, resbictors,
channels, or retention facilities.
8. Any areas of exposed soils, including roadway embankmeds, that will not be
disturbed for two days during the wet season (October 14 trough March 30t) a
seven days during the dry season (April 1a tough Septanber 30) shag be
immediately stabilized with the approved ESC cover methods (e.g., seeding,
mulching, plastic covering, etc.).
9. Wet season seasonal erosion and sediment canard requirements apply to all
construction sites dearing between October 1 and March 30 inclusive, unless
otherwise approved by the City through an adjustment process.
10. Cover measures will be applied in conformance with Appendix D of the Surface
Water Design Manual.
11. Any area needing ESC measure, not requiring immediate attention, shall be
addressed within seven (7) days.
12. The FSC fadildes on inactive sits shall be inspected and maintained a minimum or
once a month or within 24 hours following a storm even.
13. At no time shall more than one (1) foot or sediment be allowed to accumulate within
a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving.
The cleaning operation shall not flush sediment -laden water into the downstream
system.
14. During the time period of October 1` through March 30°, all project distributed soil
areas grow, that are to be left un -worked for more than 12 hours, shall be
covered by mulch, sodding or plastic covering.
15. Any permanent rete bon/detention fadlity used as a temporary settling basin shall
be modified with the necessary eroslon control measures; and shall provide adequate
storage opacity. If the permanent facility is to fundmin ultimately, as an ird0bation
system, the temporary facility must be rough graded so that the bottom and sides
are at least three feet above the final grade of the permanent facility.
16. prior to the beginning of the wet season (Oct 1), all disturbed areas shag be
reviewed to identify which ones on be seeded In preparation for the wince rains.
Disturbed areas shall be seeded within one week of the beginn" of the wet season.
A sketch map of those areas to be seeded and those areas to remain uncovered
shall be submitted N the City of Renton for review.
aaCITY OF
.RENTON
�� DATUM
a rvu swc Planning/Building/Public Works Dept.
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R-316002 �
CITY OF RENTON
GRAPHIC SCALE APPROVED BY:
20 0 10 20
APPROVED BY:(
SCALE IN FEET APPROVED v
APPROVED BY:
BLAKEY TOWNHOMES
604 MORRIS AVENUE S
RENTON, WA 98055
TESC & DEMOLITION
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12-3-13
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17 LITCHFIELD ENGINEERING
Call 2 Working Days Before You Dig 2Sa7B 12840 81ST AVENUE NE 4 REVISED PER CRY COMMENTS - - 119]@ NTS
1-800-424-5555 �sslAc� 1k Kirkland, Washington 98034 3 REVSW PER CRY COMMENTS LUL 7-zT-T KAI KAL
Itllitiea Underground Location Center (425) 821-5038 FAX (425) 821-5739 2 REVISED PER CRY COMMENTS KAL 4-1-14 KAL DRI KAL
(ID,MT,ND,OR,WA) STAMP NOT VALID 1 SUBMffRLD TO CLIENT KAL 2-3-13 KAL �
UNLESS SIGNED AND DATED KAL xm GIE�iLnl
N0. REVISION BY DATE APPR .. Ea"�
6 MLIiSMRL,ERFABP1C61WLBE8gAFD
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STRENGLII FABRIC INN
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PO51G. ERROR OR WENN-ENT
NOTES
1. CONDIIIONOFUSE
1.1. SRT FENCE MAY BE USED DOWNSIDPE OF ALL DISTURBED AREAS.
12 SRT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR 15 INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CGRCENRRAIIED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR FORD.
2 UE5IGNAND NSTALIATN]N SPEI]FICATIONS
2.1. THE GEOTEDlTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
22 STANDARTR
D STRENGTH! FABRIC REWIRES WIRE MOUND TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REWIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
I WHERE THE FENCE IS INSTAJ ED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV..
2.4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD "4 TRENCH MAY NOT BE REDUCED AS LONG AS. THE BOTTOM B INCHES OF THE SILT FENCE
M WELL BURIED AND SECURE IN ATRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FETE
l MAIMENANCE STANDARDS
LL
11. ANY DAMAGE SHABE REPAIR IMMEDIATELY.
32 IF CONCENLRATEp ROES ARE EVIDENT UPHILL OD THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
13. IT IS IMPORTANT TO CHECK ING A
THE UPHILL SIDE OF THE FENCE FOR OF THE FENCE CLOGGND ACTING AS A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATGi OF ROWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDMENT.
3A. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.i IF THE FILTER FABRIC (GEOTEXI'LLE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN: IT SHALL BE REPLACED.
8� � � PUBLIC WORKS SILT FENCE STD, PLAN- 214.00
+7� DEPARTMENT
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NOTES. � 1NGRFSyEGRES$aRFA
1. CONDITION OF USE
I.I. CONSTRUCTION ENTRANCE SHALL RE STABILQEOWHEREVERTRAFFlC WILL BE LEAVING ACONSTRUCTION SITE AND TRAVELINGON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.00D FEET OF THE SUE.
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GMB TENSILE SrREGN GTH (ASTM Df/$II 21p PN MN.
GRAS TENSILE 'ELONGATION (AiTMFIS
12. DESIGN AND INSTALLATION SPECIFICATIONS
2:1. HOG FUEL (WOOD BASED MULCH)MAY BE SUBSTITUTED
iEI_
3D16 MAX
MULIEN BUR5T5TRENGM (q$1AA D3]6SBM
ICO PSIMN.
A05(ASTM M]511
}pM15(U.S.STANDARDSIEVEA2E1
2.2. FENCING SHALL BEINSU
2'.3,
WHENEVERPOSSIBLE. TI
INCREASE THEEFFECTI4
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL
3.2. IFTHE ENTRANCEiSNOT
I 3:3.
I 3.4.
3:5.
NO
USED
MAY
SUBSTANTIALLY
LIS arnr.Taeffr•1 l
aaar,TNI:I
DUCTED. TIRE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
:LY.
ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
I OR EJ(ITING THE STIES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(SJ, FENCI
NG SHALL BE
M.
PUBLIC WORKS STABILIZED• ]?I.AA -215.10
DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008
DRAINM:EGNAIE- :TRIM
S� GRATEt'RAME-
E +p
SEOWENTPN60E(NRI5 ..
OVERFIllW BYPASS
BELOW INLET GRPTEpP4GE
EaT£AED 6
WATE0.
d 0
d e
sfcnory vlEw
DfWNAGE GRATE
-REDTANGULAR GRATE SNOWN' REIRIEVP1SV51EM [IYP.)
i
BELow WIt'T'caaiE DEVICE ovERFLowsYPAssTnP.1
ISOMETRIC VIEW
NOTES
1. Size Ole Below Inlet Emile Devke(BIGO)for the sbmn xatereWCRve itwlllMMce.
2. The BIGD 4hali Neve abultt-1n tligMMwteOef system (weMow bypass).
3. The reMevel system muslabW rempVel NOIe GIGO xi8lwisptlling the cdbrted meleNei.
4. Pafmm mainknlmLe in acmltlance wHm Steey]eltl Spetllkstlon 8-013(15).
PUBLIC WORKS CATCH BASIN FILTER STD.
PI.AtI - 218.30
DEPARTMENT MARCH 2008
"
CITY OF
RENTORAli
DATUM
Planning/Building/Public Works Dept.
CITY OF RENTOR
APPROVED BY: DATE:
APPROVED BY: DATE:
APPROVED DATE:
APPROVED BY: DATE:
BLAKEY TOWNHOMES X12-3-13
604 MORRIS AVENUES
RENTOR, WA 98055 IIIIIIIIIIIII'm
R-316003
TESC DETAILS "`B 3
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LEGEND:
o�SEWER CLEANOUT
PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 23 N. RANGE 5 E W.M.
BLAKEY TOWNHOMES
TOP SE FLANGE
PATCH CONCR&TgA-,,
AT UTILITY TRENCH
PER COR FD05.1
ASPHALT CONCRETE VMTPAVEMENT
IX I
REPAIR. MATCH PVMi ECTION\DTII\ II
RESTORATION W/ IN THE ROW
SHALL MEET THE COR TRENCH
RESTORATION STANDARDS MON i e
CEMENT CONCRETE
TRAFFIC CURB PER
WSDOT STD PLAN
F-10.12-00 a
MATCH HEIGHT OF
EXISTING CURB
IE 24.15
55 LF 8- SO
RIM = 26.90
MOVER ON 50117H
lE 12'AOS W = 20.65
/E 12'AOS f = 22.52
lE !2"AOS 5 20.94
CB
RIM = 2657
lE 12'AOS f = 22.57
PERFORATED DOWNSPOUT CONNECTION
SEE DETAIL C.2.11A
Ex �C9 - - -
RIM 26.99
r
J
N
AD = 2Z60
L
/ADDER LA
RCL *OF COURIER
lE 12' CNP NW, SW, SE, NE = 7295
/E 12"PIPE N, E W = 0+/ -(AS 8/LTJ N 89'4710' E _
SyyHJ15.87'
M = 27.68 S 6th St
DER ON NORM
12 E -W, 8" PYO S
RO = 21.16
L 08
RIM = 27.04
1E 12' CAII = 21J9
1E 6' PIC S = 24.34 N 81 E - 119.95'
RIM 27.1
17 3rd St
10T 1
IE 24.3 (8-
E&SW) IN&OUT
_
EX CB-
Kl q• H005E
RIM 27.0
C1TY OF PENTON SURREY
RL/A 2697 \
1
4 EX
CONTROL MON N0. 1140
I�
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C. 178,048.990
L- I
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z
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APPROVED BY DATE:
9
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'
604 MORRIS AVENUE S
w
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FOUNP 8RASS CAP WITH PUNCH
MARK /N CASTING (12/06/06)
j CB
C17Y OF PENTON SURVEY
CONTROL MON N0. 1898
if 17 MP NE = 24.18
N 176,J6782
f 1,299,159.285
I7[
L J
I j
TOP SE FLANGE
PATCH CONCR&TgA-,,
AT UTILITY TRENCH
PER COR FD05.1
ASPHALT CONCRETE VMTPAVEMENT
IX I
REPAIR. MATCH PVMi ECTION\DTII\ II
RESTORATION W/ IN THE ROW
SHALL MEET THE COR TRENCH
RESTORATION STANDARDS MON i e
CEMENT CONCRETE
TRAFFIC CURB PER
WSDOT STD PLAN
F-10.12-00 a
MATCH HEIGHT OF
EXISTING CURB
IE 24.15
55 LF 8- SO
RIM = 26.90
MOVER ON 50117H
lE 12'AOS W = 20.65
/E 12'AOS f = 22.52
lE !2"AOS 5 20.94
CB
RIM = 2657
lE 12'AOS f = 22.57
PERFORATED DOWNSPOUT CONNECTION
SEE DETAIL C.2.11A
Ex �C9 - - -
RIM 26.99
r
J
N
AD = 2Z60
L
/ADDER LA
RCL *OF COURIER
lE 12' CNP NW, SW, SE, NE = 7295
/E 12"PIPE N, E W = 0+/ -(AS 8/LTJ N 89'4710' E _
SyyHJ15.87'
M = 27.68 S 6th St
DER ON NORM
12 E -W, 8" PYO S
RO = 21.16
L 08
RIM = 27.04
1E 12' CAII = 21J9
1E 6' PIC S = 24.34 N 81 E - 119.95'
RIM 27.1
CITY OF RENTON
10T 1
IE 24.3 (8-
E&SW) IN&OUT
SM CB TYPE i
Kl q• H005E
RIM 27.0
IE 24.7 (8-
E&W) IN&OUT
1
4 EX
275
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APPROVED BY DATE:
9
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BLAKEY TOWNHOMES
'
604 MORRIS AVENUE S
'� ili�9 :,i��:� - ••Iii;
,
HIM = 26. 6
1E "AX
W=
LITCHFIELD ENGINEERING
x d
Call Working Days Before You Dig 29478 12840 81ST AVENUE NE 4 REVISED PER CRY COMMENTS
1-800-424-5555 s701f
AA f3l A Kirkland, Washington 98034 3 REVISED PER CITY COMMENTS
Itilities Underground Location Center 9' (425) 821-5038 FAX (425) 821-5739 2 REVISED PER CITY COMMENTS
(ID,111T,ND-OR,WA) STAMP NOT VALID 1 SUBMITTED TO CLIENT
UNLESS SIGNED AND DATED
N0. REVISION
113 LF 8- SO 0 1% MIN-/
(DS CONNECTION)
FOOTING DRAIN CONNECTION
PMtA M TVPF 0 - da'
IE 24.3 (4' NE) IN
IE 23.6 (8 (' N,E) IN
IE 23.6 12- SW) OUT
DoT 4
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MATCH
AT EX ALLEYar 1 1 1 REFER
ZalF ... WmIiml L \ 1 1WGS 1.
..... STAMP/SCORING PATTERN
lie: e::l.: I&.;�`,.. • ...........I
EL
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OF PERMEABLE
PAVEMENT 1 PARKING
AREAS ONLY
¢ [
RIM 27.4
IE 243
1�iwsucj 1.0% -
CONNECT SO TO IX CB-c4Q6 DWLJ-
IE 23.45
(1F CaUDInw BF SDG6 13
Awai 6OMAACTt>2 Shh"L
N
I
_ Sou_th 7th Street
FOUND BRASS CAP WITH PUNCH
IhWR' IN CASTING (12/06/06)
1,o5T"`'` AND' IMPORTANT NOTE:
"'rype i c8 PIER
Caa pmemwI THE PROJECT SHALL COMPLY TO THE
CITY OF RENTON'S TRENCH RESTORATION
AND OVERLAY REQUIRMENTS
1-=20'
KAL 4-1-14 KAL awxe KAL
ac ea
KAL2-3-13 KAL TICAL
P O qE MQ
BY DATE APPR I A`P-•e�!",
DATUM
MINERAL SITE NOTES:
TOTAL PROPERTY AREA: 9,598 SF
AREA OF WORK: 9,598 SF
APPROXIMATE EARTHWORK QUANTITIES:
CUT VOLUME: 350 CY (INCLUDES STRIPPING)
FILL VOLUME: 120 CY
TYPE AND LOCATION OF FILL ORIGIN TO BE DETERMINED BY CONTRACTOR FROM
AN APPROVED SOURCE. DESTINATION OF SOIL REMOVED FROM THE SITE SHALL
BE DETERMINED BY THE CONTRACTOR AND SHALL BE AN APPROVED SITE.
THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR
MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE
QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE
VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY
CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN
EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT
DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND
THE GEOTECHNICAL REPORT.
SD CAPACITY CALCULATION:
100 -YR PEAK FLOW RATE: 0.12 CFS
6 -INCH PVC PIPE 01.0% CAPACITY = 0.65CFS
PERMEABLE PAVEMENT NOTE:
PERMEABLE PAVEMENT - 4' POROUS ASPHALTIC CONCRETE OVER 6' MIN THICKNESS
FREE -DRAINING SAND OR GRAVEL BASE
FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING /200
SIEVE BASED ON THE FRACTION PASSING THE 14 SIEVE)
POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT
A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE SURFACE HAS
BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPLIANCE WITH THIS
MINIMUM SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.
5D PIPG PS& t.oA. 15-705 656B cop-2.011DA&AMM &I
-r* x4sAjbm-2OM9 ezrnmN) rea )-Inas /til lgz.eo.
GRAPHIC SCALE
20 0 10 20
SCALE IN FEET
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-316004
I
CITY OF RENTON
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APPROVED BY DATE:
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GRADING, DRAINAGE & PAVING A ¢"7
CT)-. 12-�76Qo`I`
CITY OF RENTON
I
APPROVED BY: DATE: Z
I
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APPROVED BY DATE:
v
APPROVED BY DATE: e 1
APPROVED BY DATE:
9
If 9
BLAKEY TOWNHOMES
X72-3-13
604 MORRIS AVENUE S
RENTON, WA 98055
.o
GRADING, DRAINAGE & PAVING A ¢"7
CT)-. 12-�76Qo`I`
Surface Water Drainage Notes and Specifications
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENON PLAN REVIEWER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY
NWSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS
a DEPARTMENT. ANY DEVIATION FROM THE APPROVED PIANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBUC WORKS DEPARTMENT,
d SURFACE WATER UTILITY SECTION.
d 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SWU1 BE NAVD 88 UNLESS OTHERWISE APPROVED 81' THE CITY OF RENTON PUBUC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS
ARE NOTED ON THE PIANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
7. ALL RETB!RION/DETENTION FACILITES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS
OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
B. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE
SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTUTY SECTION.
9. ALL PIPE AND APPURTENANCES SHALL BE LAD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-08.3(1) OF THE CURRENT STATE
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR
THE TOP OF THE FOUNDATION MATERIA., AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIA., TO UNIFORM GRADE SO THAT THE
ENTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C-, WITH THE
EXCEPTION OF PVC PIPE AL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 % FOR PAVEMENT AND STRUCTURAL FILL AND 90 % OTHERWISE PER
ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE.
10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SIWl NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. AL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND
MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40- 70 % PASSING;
2 - 4 INCH ROCK / 30 - 40 % PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20 % PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SW41 BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER
OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE
CITY UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGA OBLIGATION
AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENON DOES NOT ACCEPT ANY OBUGATION FOR THE
PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER
NEEDED ACTIONS TO PROTECT THE LIFE, HEATH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF
WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMA. TRAFFIC FLOW SHAT REQUIRE A TRAFFIC
CONTROL PUN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. AL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS
1-07-23 TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA).
19. THE FOOTING DRAINAGE SYSTEM AND THE ROOF DOWNSPOUT SYSTEM SHALL NOT BE INTERCONNECTED UNLESS SUCH CONNECTION IS AT LEAST 1 FOOT
BELOW THE FOOTING DRAINAGE SYSTEM AND DOWNSLOPE OF THE BUILDING FOUNDATION. ROUTE FTG DRAINS THROUGH A CB PRIOR TO CONNECTION.
20. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE SEDIMENT OR OTHER HAZARDOUS MATERIAL DO NOT ENTER THE STORM
DRAINAGE SYSTEM.
21. PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF STORM DRAINAGE WORK, PIPES AND STORM DRAIN STRUCTURES SHALL BE CLEANED AND FLUSHED. ANY
OBSTRUCTIONS TO FLOW WITHIN THE STORM DRAIN SYSTEM, (SUCH AS RUBBLE, MORTAR AND WEDGED DEBRIS), SHAT BE REMOVED AT THE NEAREST
STRUCTURE WASH WATER OF ANY SORT SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM OR SURFACE WATERS.
22. DRAINAGE PIPE WITHIN THE RIGHT OF WAY WITH LESS THAN 2 FEET OF COVER SHALL BE DUCTILE IRON.
23. CONTRACTOR SFIA1 FIELD VERIFY I.E. AT ALL CONNECTIONS TO EXISTING. IF MEASURED I.E. DOES NOT MATCH I.E. SHOWN
ON THESE DRAWINGS, CALL ENGINEER PRIOR TO COMMENCING CONNECTION.
I
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.
Call 2 Working Days Before You Dig
1-800-424-5555
itilities Underground Location Center
(ID,MT,ND,OR,WA)
wb ¢c LITCHFIELD ENGINEERING
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29476 12840 81ST AVENUE NE
�'stDNAT 1A Kirkland, Washington 98034
91 (425) 821-5038 FAX (425) 821-5739
STAMP NOT VALID
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CITY OF RENTON
6" FREE DRAINING APPROVED BY: DATE: p
OR GRAVEL BASE APPROVED BY: DATE IVU
PERMEABLE PAVEMENT DETAIL
APPROVED B DATE: 1-04gY_
APPROVED BY: DATE: 3 _
CITY OF BLAKEY TOWNHOMES X12-3-13
RENTON 604 MORRIS AVENUE S RECORD
IWAS
RENTON, WA 98055 SUNNI
Planning/Building/Public Works Dept.
DRAINAGE & PAVING DETAILS & NOTES SRI
5 SI