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N17MIN 745 INN 114 OF'
IN DING COUNTY, NA541
E SE 114 OF SECT
70N
'ION Oql 723NI R05 W.M.,
SEWER DETAIL -WITH TIES
O RENTON VERTICAL AND HORIZONTAL
TROL NETWORK
CO
SITE BENCHMARK: E=130915
.18' N=183398.06' CITY OF RENTON DATA
'IS CENTER OF MANHOLE RIM.
ELEVATION=387.4
RENTON CONTROL POINT 398 BE
RS N82023'58"W AT A DISTANCE OF 3041.34'
T N CONTROL POINT 612 BEARS
S53040'19'W AT A DISTANCE OF 3801.9
'
RENTON VERTICAL POINT 721 FOUND 5.8
CD
RENTON VERTICAL POINT 1936 FOUND 60.86' BELOW BENCHMARK
218'TJ8" (MEASURED FROM SURVEY PLAT) o
N.E. 7TH STREET N88°49'07"W
E---5-- r
MAIN 8" PVC SEWER MAIN
91 1 n C gEy�IER
6
EXTt G 8" PVC g�j 011811W N8804q107"W O
95.95' (PROP.)
1� CLEANOUT #
REBAR/CAP
' SEWER MAIN TO 8" PVC SEWER MAIN
(APS LS#29293)
E REMOVED NWO 54"W
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801110-0110
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HORIZONTAL AND VERTICAL CONTROL
WITHIN THE NX 114 OF THESE 114 OFStGtION Oq, T23N,
R06-E, PI.M.1 IN KING COUN7Y1 XASNINC,70N
N.E. 7TH STREET
- - -- - -(iI PROPOOSED 8" PVC SEWER MAIN s
It
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95.95'
STING HOUS
BE DEMOED
RE
801110-0110
LOT 8
REBAR/CAP
(APS LS#29293)
WE: ADDITIONAL EROSIbN CONTROL MEASURES MAY BE REQUIRED
AS DEEMED NECESSARY 8Y "fNE THE CITY OF RENTON INSPECTOR.
N ^ rsEc CONTROL
FOUND/HELD GPS VALUES EXPRESS IN US SURVEY FEET
WASHINGTON STATE PLANE COORDINATES, NORTH ZONE NAD83/91
VERTICAL DATA EXPRESSED IN NAVD88 - FROM CONUS 2003
PT NORTHING EAS11NG ELEVATION DESCRIPTION
201 181610.987 1300588.418 30.032 FOUND RR SPIKE WSDOT 25021
PUBLISHED VALUES FOLLOW:
181611,074 1300588,449 30.020
REN T721
183416.69 1308742.67 381.60 FOUND COPPER PLUG IN MON. CASE
RENTON STATES HORIZONTAL SCALED PUBLISHED ELEVATION = 381.60
REN T1936
181127.54 1307422.60 326.38 FOUND TACK IN CONC. IN CASE.
RENTON STATES HORIZONTAL SCALED PUBLISHED ELEVATION = 326.60
RENT398
183800.315 1306144.552 285.209 FOUND MON. IN CASE WITH COPPER PLUG
RENTONPR NO VERTICAL- PUBLISHED VALUES A 1306144,416 NONE,
REN T612
181145.779 1306096.205 260.200 FOUND MON. IN CASE 2" BRASS DISK
RENTON PROVIDES NO VERTICAL PUBLISH VALUES ARE AS 181145,643 1306096,099 NONE
Scale Factor = 1,000001077 Combined Scale Factor = 0,999986389
Convergency =-0'59'48,52"
CONTROL POINT COORDINATES
POINT ID
DESCRIPTION
NORTHING
EASTING
ELEV
EX MANHOLE @ NE
CENTER OF MANHOLE
1831398.060
1,309,159.180
7TH & NEWPORT CT
I
PT 1
CENTER OF NEW MH 1
183,392.764
1,309,250.186
RIM 384.35
- ftix)
PT 2
CENTER OF NEW MH 2
183,397.809
1,309,325.567
12iM 36S. 85'
(AS- Wl,C?'
PT 3
CENTER OF NEW MH 3
183,395.506
1,309,437.234
R)1A 38$• 1
CAS_ FAW
PT 4
CENTER OF NEW CLEANOUT 1
183,350.586
1,309,437.363
RENT721
RENTON HORIZONTAL CONTROL POINT
183,416.69
1,308,742.67
RENT1936
RENTON HORIZONTAL CONTROL POINT
181,127.54
1,307,422.60
RENT398
RENTON VERTICAL CONTROL POINT
183,800.315
1,306,144.552
285.209
RENT612
RENTON VERTICAL CONTROL POINT
181,145.779
1,306,096.205
260.200
A POINT NUMBER
P- 40'
EROSION AND SEDIMENT" CONT'RO61. RECOMMENDED
CONSTRUCTION SEQUENCE (USE APPLICABLE ITEMS ONLY):
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN N1714 NAME AND PINE NUMBER OF ESC SUPERVISOR (MAY BE
CONSOLIDATED N179 THE REQUIRED NOTICE OF CONSTRUCTION SIGN.)
3. FLAG OR FENCE CLEARING LI111 TS.
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
S. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.)
6. CONSTRUCT SEDIMENT PONDS AND TRAPS.
7. CONSTRUCT SURFACE NAM CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS,
ETC.) SIMULTANEOUSLY NITN CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE N1714 CITY OF RENTON
STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEN MEASURES 50 THAT AS SITE
CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE
1417N THE CITY OF REN70N EROSION AND SEDIMENT CONTROL STANDARDS.
10. COVER ALL AREAS TNAT WILL BE UNNORKED OR MORE TNAN SEVERN DAYS DURING
THE DAY SEASON OR TWO DAYS DURING THE WET SEASON 141714 STRAN/ NOIOD FIBER
MULCH COMPOST PLASTIC SNEE71N EQUIVALENT. C OR E VALENT.
11. UPON COMPLETION OF THE PROJECT ALL DISTURBED AREAS MUST BE STABILIZED AND
BMPs REMOVED IF APPROPRIATE.
LEGAL DESCRIPTION
LOT 8, BLOCK 2 OF PLAT OF STEWART S HIGHLAND ACRES TRACTS
RECORDED IN VOLUME 43 OF PLATS, PAGE 17, AT RECORDS OF KING
COUNTY PLANNING COMMISSION, ON DECEMBER 21, 1946.
REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY
RECORDED NO. 20120501900001, VOL. 287 OF SLID VEYS, PAGE 250.
DATED: MAY 011 2012
S�IEET INDEX:
1. SEWER MAIN HORIZONTAL AND VERTICAL CONTROL, iSFC PLAN * DETAILS
2. SEWER MAIN PLAN, PROFILE, SANItARY SEWER NOTES AND SPECIFICATIONS
3. SANITARY CONSTRUCTION DETAILS
4 brtor',d sswir main toa" sot h m 0 wat of
uv s min o"watian ftm ps I#*
3 &trrad sower mm toward cart Tom 10, wrlrt of
NO. REVISION
VICINITY MAP
NOTES
1. CONDITION of USE
1.1, PLASTIC COVERING MAY BE USED ON (DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS.
� .
`I..2. PI.ASTI.� IS PARTICULARLY USEFUL FOR P!ROTEC"I'IhIG CUT AND FILL SLOPES AND STOCKPILES.
1.3. CLEAR PLASTIC SHEETING MAY BE OSED OVER NEWLY --HEEDED AREAS TO CREATE A GREENHOWI E EFFECT AND ENCOURAGE ASS
GROWTH- CLEAR MAST C SFEOULO NOT BE USED FDR THISPURPOSEDURING THE SLIMMER MONTHS
1.4. THIS METHOD SHALL NOT BE USED UPSL PE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH A> RFAS INCLUDES STFcP AND
UNSTABLE SLOPES
2, UESICN AND INSTALLATION! SPECIFICATK)NS
2,1 PLASTIC
. SHEETN
G SHOULD HAVE MINIMUM TIC.dhFS'S OF � �3 MILLNPiI"R&
22, IFEROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPR°P, OR OT
rnESUITABLE PROTECTION SHALL BE INSTALLED AT
_ THE TOE
OF THE. SLOPE IN ORDER TO RE E THE VELOC T Y OF RUNOFF,
3. MAINTENANCE STANDARDS
It TORN SHEETS MOST BE REPLACED AND OPEN SEAMS REPAIRED.
3.2. IF THE PLASTIC BEGINS TO DETERIORATE [CIE TO ULTRAVIOLET RADIATION, IT MOST SE COMPLETELY REMOVED (REPLACED.
11 WHEN THE PLASTIC IS ND LONGER NEEDED, IT SMALL ICE COMPLIFTEL`r` REMOVES,
S m 365901
PUBLICS WOI KS G PILASTiC COVF-RING -
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NOTES
1. CONDITION OF USE
r;ON.ST RIDCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL E3E L'wAVIWz' A f OWST RUC'TICN SITE AND TRAVELING Or
PAVED ROAD'S OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
C-RABTENS LE STREBNCTH (ASTI'MI 04151--- 2W RS, 'AIN,
C.RAR"1FNSlE ELONGATION (ASTM D463.2) 30% MAX.
tvli;LLEN B.JRSTSTREf GTH A5TM €?37€&80A` PS `AIN,
ki75 (,ASuf. 04751 IU-45 SIEVE siz Ll
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD 'BASED MULCW MAY iSE SUBSTITUTED '�Q:R OR COMBINED 11\1ITH QUARRY SPALLS IN' ARES, T; TAT b`'11_11 EQT BE USED
FOR PERNIANENT ROAD'S. HOG FUEL. IS NIDT RECOMMENDED FOR ENTRAN CI" STAB II..IZATI<O,,,I*I IN URaAN AREAS, IHE INSPFCTO R MAY
AT AWY TIME REQUIRE THE USE OF LsLI,�I:RKY :SMALLS IF THE HOG FUEL IS N6T PREVENTING SEAPA N I I= uki BEING ERACKED CNTO
PAVEMENT OR IF THE HOG FUEL IS BEING C' RRIED ONTO PAVEMENT.
2.2. FENCING 'SHALL 6fF INST AL FD AS NECESSARY T;D RESTRICT TRAFFIC TO TH'F CONSTRUCTION FNTRANCE.
2.3. 1't" EEr�E��EE� iI�OSSIBLE, TIME IwC�TRANCE SIE,�Lm !BE CrJiUSTR:JGTED Jsa J� E 1E?9v1, �'JI��iA TEu SIJBi9FtAD' . T IIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THEPAD AND REDUCE THE NEED FOR `AAHNTEN ANC
3, MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADD EC IF THE EGAD IS NO LONGER IN ACCORDANCE k"17HI THE SPECIFICATIONS.
3.2. iE THE ENTRANCE IS NCT PREVENT LING SEDIMENT BEING: TRACKED ONTO PA` EMEN`THEN ALTERNALjlI"J� 'MEASURESTO KEEI=P THE
STREETS (FREE' OFSEDIMENT SHALL BE USED. THIS MAY II ,J ICLUDE STREET S";EPING. AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR T?HE INSTALLATION OF THE 'WHEEL WASH. IF V'V'ASH ING IS LSE^. IT SHALL BE DONE: ON AN AREA COVERED WITH.
CRUSHED ROCK, AND kVASHED WATER $HA.LL DRAIN TO A SEDiMENETTRAP CIS > /N D_
3.3. ANY SED1MENE THAT IS TRAc-':K:E!Ca ONTO PAVEMENT SHALL ICE REMOVED ih k!E:DIFmrLY BY SvVEEPINC. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY kVASHII'+G DOWN THE STREET,
EyCEn: r w, f TEN °�IEE#'ll�l{ IS INEFFEC'I I'+iE o'ND "(HER:E IS A THREAT TCE+ PUB; '- :j.�F Et ` . IF T NECESSARY T C� k'4'FL THE STF GETS, !�
SMALL SUMP NIUST BE CONDUCTED, TIME SED+IMENTWOULU THEN BE �A ASHED INTC THE SUNIP "HERE IT CAN BE: CONTROLLED AND
DISCHARGED APPROPRIATELY.
3.4. ANY QUARRY SPALLS TE-1.AT ARE LOOSENEID FROVI THE PAD AND ENDL Up ON 7HE ROADA; A" SHALL BE RU;19VED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SMALL BE
INISTALLED TO CONTROL TRAFFIC.
PUBLIC WORKS
DEPARVIENT
ST.W' 1 LI, �_ � _ .10
NSTRU T10N ENTRANCE
ARCH 2008
I�iI .T a IN FILTER FA.BA C SH,AU BE SP:_ CE .I
AT POSTS. USE STARLE75,'"AHRE DINGS, CR
FQ`S-ARRIO TO POETS.
T WAX.
POST �_%PACRJ(3 MAY BE INOR{ ASP10
TO R' IF AkIRE BACKING •5 USEC
-, V� .z... NIP:- �
FILTER' =ABR'C 9�-
BA.CKFILL 7RENCH'"M1ITH
2'x4' °,}'C 7 PO.BTS. ST=EL FENCE
POSTS, RE6,ee.R, OR E ;;J , ,_E14T
n
CONDITION. OF 'USE
I.1. SILT FENCE MAY BE USED DO t' ISLOFE OF ALL DISTURBED AREAS.
T CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OVERLAND" LOly.
'1 . SILT FENCE IS I T INTENDED TO TREA COC
ANY CONGENTRATED FLU0V MOST BE CONVEYED THROUGH THE DRAINAGE SrS , _,,.I To A S_�.IMEraT TRAP 0>� POND.
DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED NIOST KIET THE STANDARD LISTED E3ELLOW. A COPY OF T ;_ !V,,AN U'-ACTafZER'S rABRIC SPECIFICATICONS r,.>IOST BE
AVAILABLE ON SITE.
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sit s (ASTM tea r 2
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1Fi111fi&
GRGLTE 151LESTR3Pdt'H?I?t'it� 31! VIM R;XTEt.� STRENGH;AMC
IYPLBS. MIN. eC R �T NDaRD 5TRENGHT FAAFSIC
RRS3�NSILE:EE,f}PdCi3tCl'.��yr�,�5"fvl€34a3 3`1�,E+fs&]C�
U LTRAVIOL'iTER€S]5TANCE (AS 4d Da_S55) 70%, lN.
2.2. STi' NDARD STRENGTH FAERIC REQUIRES '�" IRIS BACKING TO IN -CREASE THE STRENGTH O T'--E . E" CIE. 'h r;.RE SACKING CIR CLOS:_ � POST
SPACING MAYBE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELET A STRO IGFR rR111017.
2.3. WIHERE THE FENCE IS INSTALLED THE SLOPE $HALL NOT!SE STEEPER THAN 2'-:1
2.4. I�- A, TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE RED UCED AS LONG AS THE BOTTOH c" INCHES OF THE SILT FErICE
S'AFELL RURIEU AND SECURE IN A TRENCH THAT STABILIZES THE FyNC E AND DDµS NOT .ALLO'rAo' L'VA,'LER I-O BYPASS OR iUNL7ER"MINE THE SILT
FENCE.
MAINTENANCE STANDARDS
3. . ANY DAMAGE SHALL BE REPAIR IP,lNlEDI,d,TELY.
3.2. I F CONGENTRA'ED FLOES ARE EVIDENT UPHILL OD THE FENCE, r H-1MUST BE C-ERCTFTw�AND nDN.,• yD'O A SEDIMENT TRAP OR PC7PtiD.
: J IT IS IMPORTANT TO CHECK, THE UPHILL SIDE OF THE 7ENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS ,A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATICIN OF FLOWS PARALLEL TO THE FENCE. IF TH 5 OCCURS. izE>'LACEE THE PErJCE 3R REMO EL) THE TRAP
3.4. SEDIN"lII=SIT MOST BE-, REMOVED WH N SEDIMENT S 6 IN-11HFS FEIGN(.
3.5. IF THE FILTER FABRIC; EGEOTE X T ILO) HAI,S DETvRICrRATED DUE TO ULTRAVIOLET BREAKDl `bm0q, IT SHALL BE REPLACED,
PUBLIC �� O tiKS im R
9 �so. I
1_�
SILT FENCE
STD. PLC 214.00
,L.R"Ii 2008
SEWER MAIN FOR 3413 NE 7TH 9-1-12
WANG ENGINEERING, INC.
14735 168TH AVE NE
WOODINVILLE, WA 98072
Email: wangenginc@yahoo.com Fl�_ 1 op 3
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