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Home My WebLink AboutLarge Format--~ ·----------~-------·~-~ -----~---------------------------------------------~----------------,r---------------~----" CONDITIONS OF APPROVAL File Number: L05S0009 File Nome: SINGH Short Plot Complete Application Date: March JO, 2005 J. DECISION: Proposed Short Plat revised and receivod July 14, 2005 as described by Attachment iof this report is granted preliminary approval subject to the following oonditions of final approval: 1. The proposal shall Compliance with all platting provisions ofTitle 19A. of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. 3. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final short plat reoording 4. 2005 King County Surtace water Design Manual (SWDM· The following are drainage conditions applied to this proposal: A. TARGETED DRAINAGE REVIEW The proposed short subdivision raquires a Category #2 Targeted Drainage Review as ouWned in Chapter 1.1.2.2 in the Surtace Water Design Manual. The existing drainage system must be mooified to oollect and oonvey drainage along the property frontage. B. ON-SITE BMP's The proposed on-site improvements appear to qualify for small site drainage BM P's as outlined in Appendix C of the Surtace Water Design Manual. 5. 1993 King County Road Standards -Final short plat approval shall require full oompliance with the provisions set forth in the 1993 KCRS, including engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the slate of Washington. DOES strongly recommends that the engineering plans be submitted at least two years prior to the expiration date of the project. The following oonditions_apply to this short plat unless a variance pursuant to the vanance procedures in KCRS 1.08 is obtained or otherwise approved by ODES: A. Frontage improvements along SE 192nd Street shall be designed to Urban Pnncipal Arterial Standards per KCRS Section 2.02. These improvements shall extend along the entire frontage of the site and make standard connections to adjacent improvements. 8. Forty-two feet of Right-of-Way (ROW) width shall be dedicated north of the SE 192nd Street FWI centenine, along the frontage of the site. C. Appropriate pavement tapers and pavement stnping shall extend east and west of Iha pr~ect's frontage. D. A Road Variance (KC File Number L05V0049) was granted for intersection spacing with the condition tliat the pnvate access tract be located at the center of the property frontage. Additionally, approval was granted for a reduced stopping sight distance. E. Rockeries, luminaires and utilities located along the frontage of the site shall be relocated, redesigned or removed to match the ultimate roadway design of SE 192nd Street without creating roadside obstacles per KCRS Section 5.11. F. The proposed Private Access Tract (PAT) shall be revised to allow adequate access v.idth (20 feet minimum, measured from the point of curve) to lots 1 and 4. This will requires shortening the length of the panhandle portion Lots 2 and 3. G. The PAT shall be oonstructed per KCRS Section 2.09.B. H. There shall be no direct vehicular access to or from SE 192nd Street from those lots which abut it. A note to this effect shall appear on the engineenng plans and final short plat. I. The following Notes shall be shown of the final reoorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service the private access road oontained within or provide service to the property descnbed in this subdivision. (2) All private easements and or tracts to be maintained, repaired and/or rebuilt by the owners of the parcels having legal access there from and their heirs, assigns or successors, unless and until such roads are improved to King County Road standards and are dedicated and accepted by King County for maintenance. 6. Health IKCC 13)-This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be r9<1uired from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 7. Building and Construction Standards (Title 16)-The applicant shaU oomply with all applicable provisions of KCC 16.82. 8. Fire Code IKCC 17) -Section 902 of the 1997 Edition of Un~orm Fire Code-The Fire Engineering approval is granted as proposed. 9. Density and Dimensions (KCC 21A.12). All lots shall meet the density and dimensions requirements of tlie R-6 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots may be approved at the discretion of the Department of Development and Environmentul Services. 10. 11 The e~sting house on the sito shall be removed prior lo the final approval and recording. Street Trees IKCC 21A.16). Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A, 16.050): A. Trees shall be planted at a rate of one tree for every 40 feet of frontage along SE 192nd Street and the private tract where it can be accommodated. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. 8. Trees shall be located within the street right-of-way and planted in acoordance with Drav.ing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. C. If ~ng County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. D. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other wo11<able organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final reoorded plat. E. The species of trees shall be approved by DOES~ located within the right-of-way, and shall not include poplar, oottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not oompatible with overhead utility lines. F. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. G. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 192nd Street is on a bus route. If it is a bus route, the street tree plan shall also be reviewed by Metro. H. The street trees must be installed and inspected, or a pertormance bond posted prior to recording of the plat If a pertormance bond is posted, the street trees must be installed and inspected within one year of reoording of the plat. At the time of inspection, if tlie trees are found to be installed per the approved plan, a maintenance bond must be submitted or the pertormance bond replaced v.ilh a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has oompleted a seoond inspection and determined that the trees have been kept healthy and thnving. 12. Road Mitigation Payment System· The applicant or subsequent owner shall oomply wiUt Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: A. Pay the MPS fee at final short plat reoording. If this option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County oode 14.75, Mitigation Payment System (MPS) have been paid.' Dr 8. Pay the MPS fee at the time of building permit issuance. If this option is chosen, the fee paid shall be the amount in effect as of the date of the building permit application. 01her Considerations A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entiHements as necessitated by circumstances. B. The short subdivision shall oonform to KCC 16.82 relating to grading on private property. C. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division BENCHMARK: KING COUNTY BE:NCHMARI( NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION J2, TOWNSHIP 2J NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET DATUM: SHAKES, ASPHALT SHINGLES, OR Tlt£S ,,--1 /2" EXT. PLYWOOD NORTH AMERICAN VERTICAL 0A TUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET LEGAL DESCRIPTIONS: TAX PARCEL NO. J22J05-90J8 LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDE:R RECORDING NO. 8JOJ080870, RE:CORDS OF KING COUNTY, WASHINGTON. SHEET INOEX; 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN J EROSION CONTROL PLAN 4 STORM AND GRADING PLAN 5 ROAD IMPROVEMENTS/ STREET TREE PLAN 6 DUA/LS SL-1 ILLUMINATION AND PAVE:MENT MARKING PLAN SL-2 ILLUMINATION DUA/LS 1 OF 2 SL-J ILLUMINATION OITA/LS 2 OF 2 TC-1 TEMPORARY TRAFFIC CONTROL L1 .0 TREE RE7ENTION PLAN ABBREVIATIONS BLC 0 CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN DOUBLE DETECTOR CHECK VAL VE DUCTILE IRON DOWNSPOUT DRIVEWAY ELEVATION EASEMENT FOUNDATION DRAIN FIRE DEPT. CONNECTION FINISH FLOOR FIRE: HYDRANT FLANGE JOINT MH MJ OVHD PL R R/W s SQ FT S/W TC TP U.N.O. s w E N MANHOLE MECHANICAL JOINT OVERHEAD PROPERTY LINE RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEIT SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST EAST NORTH NORTHWE:ST • 0 -I ;... 0 DDCV DI DS D/W EL ESMT FD FDC Ff FHY FL H/C IE HANDICAP INVERT ELEVA'nON LINEAR FEET LANDSCAPING NW SW NE SOUTHWE:ST NORTHEAST SOUTHEAST SEE DETAIL LF L/S SE DETAIL 2'-3" ,,,,.-COVER GABI£ ENDS / WITH 1 /2" EXT. PLYWOOD TRIANGLE -27"X16"X16" ......_ ___ 2 X 6 BOLTED "---4 X 4 X 8' 4" MAX, OVERHANG i'.ACH SIDE 6'-0" 4" X 4" WOOD POST LECEN.D: l)ESCRIPTION STORM SEWER SANITARY SEWER WATE:R ~~.,,...j''h===0,;:;;-:-r-:"'..· ."'"'.; .. :,·.~~~-ii(~~'}Sh~wsv.. ...... ··.::.-:,-;.,, .. ~............ ~ 1 " ,• AC PAVING CONC. SIDEWALK SPOT E:LEVATIONS CONTOURS PARKING STORM CA TCHBASJN SANITARY SEWER' MANHOLE: WATER VALVE FIRE: HYDRANT UTILITY POLE DECIDUOUS TREE CONIFER TREE LIGHT POL£ GUY WIRE WATER MITER BOLLARD SILT FENCE CLEARING LIMIT NE»' I:<;_.,,:. ·I [22J xx.xx r-- ---,50~- 0 1111 0 ~ • -4>- EXIST/N(; EX. STORM ---- EX. SEWER ---- xx.xx r-- ---50-- 0 llIID SIDEWALK -VERTICAL OR ROLLED CURB NOTES: ·' , . ,, ' •' .. VARIES miMAILBOX CLUSTER [I ,)1,~;1,iJl),1,i ,)i)ffl VERTICAL CURB .s.EIBON A-A 10 BOXES !IAX. FACE OF cune z ::, • 0 I "' ELEVATIQ/:J SIDEWALK VERflCAL OR ROLt£D CURB - ~J 1. FOR THREE OR MORE MAILBOXES ON URBAN RESIDENTIAL ACCESS STREETS WHERE THE SPEED LIMIT IS 25 MPH. 2. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. 3, MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICA'tlON. 4. LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE REVIEWING AGENCY. 5. WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCK. 6. FOR MAILBOX CLUSTER LOCATION IN SHOULDER SECTION SEE DWG. NO. 5-011 7. SEE SEC. 5-04. 8. OPTIONAL NEWSPAPER BOX STRUCTURES ARE SUBJ~CT TO APPROVAL OF REVIEWING AGENCY. DTL 1 /1. MAILBOX " NTS • 0 -·' - b . I~ "' " Vicinity Mop !11 SITE .. ; TL #~i2JQ59038 ., l!l ,:,;t~,' I :l , .. --D ij .. • 11328 SE 192ND ST 98055 Soils Map SITE SOIL: AgB SE 192ND ST Notice Required Contractors shall notify operators who maintain underground utlllty lfnes In the area of proposed excavation or blasting at least two buBlnesa days, but not more than ten workfng days prior to commencement of excoyiat!on or demolition in accordance wtth RCW Tltle 19. Names and telephone numbers of the operators of underground utlllty Jines !n this project appear below. These numbers shall also be used to serve In an emergency cond[tlons as required. Phone ' ; ":·· i SOOS CREEK WATER AND SEWER DISTRICT 253-630-9900 Sanitary Sewer __ _..c......c..;..c.c.. _____ _ SOOS CREEK WATER AND SEWER DISTRICT 2=5~3~-~6=30=-~9=9=0=0 ____ _ Waler District Gas Company PUGET SOUND ENERGY 888-321-7779 Power Company Coll Before You Dig DIAL-A-DIG 1-800-424-5555 Notes 1. The Developer Is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstructlon conference and speclfically request Inspection before beginning: A. Installing slltotlon and erosion control measures B. Clearing and grubbing C. Earthwork 0. Installation of any underground utility E. Before piecing subbase, base or paving surfaces F. lnstal!atlon of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Deportment of Transportation, before any construction Is stqrted on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Flsherfes prior to any work when required. Bonding Information Restoration Bond Amount $ ------· Performance Bond Amount $ -------- Site Pl an Approval ~pproval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void If the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void If the final plat Is not recorded prior to the preliminary plat approval expiration. Section I 3 12 I PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Township Range Number I 21 31 ID I 51 Tax Parcel l3j212l3l0j5l l 9 l O I 3l 8 l Site Location Is within the drainage ahed(s) Pro Rota Shore Assessmenl(s) ore: D Required D Not Required from the site due to development for Increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. lncreases.(10 year, 2 hour storm) Peak Volume Assossmonl Raio($ ) per Ac. ft, lncroasos,(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received Right-of-Way Use Permit Grading Building/Structural Other _____________ _ Emergency 911 Pol ice-Fire-Rescue .... ~, RECOMMENDED FOR APPROVAL Dale ( \ !,..... Engineer Pion Reviewer Engineer Supervisor Traffic & Planning Engineer King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Date .e- ii "' ... '-"' "' "' +' C: C: " ~ ~ 2 0 0 f- lX] D (!) King County, Washington James H. Sanders, P .E. Development Engineer ~G_U_RD_E_V~SI_N_GH~~~~~~~~ 425-271-6728 Name Phone 19100 104TH PLACE SE, RENTON, WA 98055 Address and Zip Code D A Partnership IX] An Individual _G_U_R_DE_V~SI_N_GH~~~~~~~~ 425-271-6728 Name Phone 19100 104TH PLACE SE, RENTON, WA 98055 Address and Zip Code IXI. A Corporation D A Partnership D An Individual 'O ._ ._ _C_R_AM_E_R_N_O_R_TH_W_E_S_T_I_N_C_. -----253-852-4880 :E ~ .! Name Phone t:t ·o, ~~6 ~--'9~4~5_;..;.N_C~E~N~T~R~A=L~K~E~N~TL1~W~A.:....::9~8~03~2=-------~ D IXI Address and Zip Code 'x'~ • .!:! " .._,, -co (.Q () V) It)~~~ ~ e:: It) I()~ w ~ 1' -::-;_- z f o"I"-.. 1--1 N ~-:: z It) ·: L,J j Cl) "' > I- N ,;j'~W< ,.., I() a::: Q +,;) 0.. ON Cl) ._, r.n a, ,..., (J) < f "' ~ o'd ~ .,_ E .... • -0 0 I--" z .2 • -~ L,J ._, ii' :.:: "' E I;; • Cl) " -+-,) ,i, -E L,J V) 0 0 o :r ~ e:: -f ... VI .... _ 0 0 • It) 0 0 >-wN-lc: ... ,...,c~ w VI O o z > 0 .:J " • Cl) >-e:: ..J._,-m :::> g I < -::Ii Q V) z ~ ~ .. ~ L,J ... u ~ (.) 0 L,J < Cl) ' :r u -z c-U VI s V) It) 0 0:: ,t " w "' .2 ._, w 0 Cd z Cl) - (!) ~ l,.J ~ z f ~ N -u w It) :a: .J. Cl) ,..., C( 0 I') It) :,.: ~ N ._, m ·: zo ~z jjli m Q~ ::ii ~ e-.· • l'IJ .z :<i: "' i:.q • l(,) E-, ~ ~ tJj ts c.; f:<1 ~ ~ E-, ~ ~ E-, /:I:; c., e:,... ~~~-~ ~ • /:I:; l'IJ ~ ~-z~~ c., ..... ;.:; Cl') ~ ri3 r.i IN ~ ~r;j~~ ~~~8 ~ 0 ;::jE,.;~c., c., c., ;.:; 0 ~ /:I:; .... E-. ~ ~ ~IN· ...; Cl') li~ oO ...:i e::: C) ~ ~ [5)\E ~~!]\E ml t OV 15 2007 I .C. D .. E.S. 0 .... 0 a::: (/) (0 g L Q) ..0 E :::, z >. .... ·s; :;:; 0 < CJ) § (/) 1/) g .. I.. Q) ..0 E :::, z .... 0 .9; e a. ~ Q) ..0 b E z :::, .... z C Q) Ee: O.» o..., Q) C > :::, Q) 0 OU Lie en se /Seal EXPIRES Sheet 1 of 6 ,. --------~------~--- LOTA K.(;L.L.A. /JO. /2!JX)21 I I I I I I I I I I I I I I I I I I I I I rv I I I I I I I I I I FOUND I /2' REBAR WI NO CAP 0.51' S. & 0.84' W. OF PROP. COR. 1 FOUND 1 (:t' REBAR WI NO CAP I 0.88' S. & 0.4J' W. OF PROP. COR. TRAvT F ry I I I I I I I I I I I LOT IS / / / / / / / / / / / / / / / / / / / / / / / / / / / / HORIZONTAL CONTROL PLAN FOR GURDEV SINGH LOCATED IN THE S.E. 1/4, OF' THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT It> I I I FOUND I /2' REBAR WI NO CAP I I I I I I I rv I I I I I I I LOT 11 FOUND I /2' REBAR W/ NO CAP 0.15' N. Jc 0.47' W. OF PROP. COR. CCC O.J5' N. & 0.44' w. OF PROP. COR. ,, ''--._ = '50 '36'E 161.23' '--._ /'}t~~ ...... ~~~oo~.6~2·~~~~~.:::..,.:::..:...:::.:;::......~~~oo~.~~--~~~_;_..::::~------------------2 LOT 2 5, 65/U SQ. FT. R! Ill cli ~ ~ r1i LOT 2 ;g K.C.5.P. NO. 482001 <: 24,lf,Oi 561. FT. LOT J 5, 65!/t SQ. FT. ~ ~ r------588-'-50-'36-'E-65-.1-4-' ------. iZ, I(! ...----------~iri Ol I" ~ LOT 1 4, 709± SQ. FT. ~ lg Rl ~ i" ~ 15.00' 15.00' r1i 568 '50 35c 30.oo • g p .A.T. 1,824± SQ. FT. 588 '50'36'E 55.14' " LOT 4 4,72at SQ. FT. i" p fl ~ LOT II!, ,: .,-1131'20'30" 0"' ~-' I flada?.i.00' ,- I \ Aro-13.58' SITE BENCHMARK •A• TOP CENTER BOLT ON F.H. EL.= 510.2J U.S. FEET /1 ,_ -----;E; ;0.-9;0;2~8;7--~ ~-.;00:::~,-:i1155a~•39i36~~t1 ~~·--:8---~-----.....\00~-~~~~;"'..5~2::',-----==:::::.-----i!l39l;;A!!iO~'---U.---------___________ -? // ~ flada2fi00' Rad-2fi.OO' 12' TO BE DEDICATED UPON 8 · 2 __ ---"'-"._/ ____________________ -~~~~ __ -k-·""25.,._.60-!':---\'!i-· ------------~-EC;':;OR:::'Vl';:N::':G-OF-TH-IS-5-HOR-T-PlA_T ______ _:\'!i:.· __ u_ ----------R~.-NO. 9201220877 ~ : 134.00' .. : ----------2 L) ~ FOUND CONCRETE MONUMENT W BRASS DISK IN CASE (S. 1/4 COR.) ~--+----- CONCRITE VERllCloL CURB -:,SICCTE:'cBs,SE'-,NCciiHccMARifK'i.,f,'8"=,,.---,/ Rllol OF SEWER MANHOLE EL.= 502,97 U.S. FEET CURVE TABLE: LINE DELTA RADIUS Cl 89'34'41" 25.00' C2 90"25'19" 25.00' ARC 39.09' 39,45' CURB cur CURB CUT S . .E. t 92Nf) SJ'. NBB '50 '36 "W 2624 .B4 ' (/.EAS .) ' ' ' ' ' ' . :a ' . ' C, : OJ ' ' ' J ------· " FOUND CONCRETE MONUMENT W TACK IN WJ! IN OOE (S.E, SE, COR,) 655.75' _ ---_ -t ---~~J ----~ ---------------------- wM !!!!! --20 GRAPHIC SCALE 1 t 0 20 BASIS OF BEARINGS: 1" =20' B£ARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECnON 32, TOWNSHIP 23 NORTH, RANGE: 5 £AST, W,M,, BEING NORTH 88"50'36" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON, LEGAL DESCRIPTION: LOT 2, SI/ORT PLAT NO, 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO, B30JOBOB70, RECORDS OF KING COUNTY, WASHINGTON. NOTES: 1, MONUMENTS LAST VISITED ON B-4-04. 2. SOME SURROUNDING HOUSES WERE: SCALED FROM 0,0.E.S. WEB SITE. • VI,'RTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988, BENCHMARK: ,. KING r~OUNTY BENCHMARK NO. 5809 FOUi,' . CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORl'°R OF SECnON 32, TOWNSHIP 2J NORTH, RANGE 5 EAST, W.M. £LEV, I_ON = 514.98 U.S. FEET, ' SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE: HYDRANT ELEVATION = 510.23 U.S. FEET, SITE BENCHMARK "B" RIM OF SEWER MANHOLE: ELEVATION = 502.97 U.S. FEET, CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: 0 FOUND REBAR W/ NO CAP AS DESCRIBED @ SANITARY SEWER MANHOLE .. FIRE HYDRANT NB9 'Z9'13"f 2663,03' rAL=UM~IN~U~lil~CltP=~w~P~U~N~CH~-~ DN, 1,5' CALC'D CENTER OF SE:CnON -J2'" (PER PLAT OF CHINQUAPIN RIDGE, + VOL, 159 PGS, 56-62 SUBDMSION HELO PER THE PLAT OF CIIINQUAPIN RIDGE:, VOL 159 PGS, 56-62 RECORDS OF KING cou~ WASHINGTON. FOUND CASED CONC. MON, FOUND CASED CONC, MON, W/ BRASS TACK W/ BRASS TACK VISITED ON 8-4-04 V/5/TE:D ON 8-4-04 I I I I I ~2--+-____ , ____ S.:_S, 19.eN.D ':..r._ -- 5 N88 '50 '35 'W 2624 ,84 ' /)£1,,S J 2624.82' (PLAT) ~~---~3J 5 4 L -------~ I I • ~ Iii: ~ ~ $i '-1 IQ ~ t,j r.1 ~~ cS ;g!i~ ~ ~~tti~ fr.iQ~~ ~ t$~~ t.:, ~r.i~~ ~ ~ fll e:, ~ ~~~a ~ ~ r.:. 5-, ~ ~ ~e~ ~ ~~ ~ E-, c,, ~~ 2~ ~ ~ ,_ ! I "' ' a I a ~ I ,....., "'. X " -• ... ' ~ ti, ! ' C) "' :, ' ' I "' «: I ~ (/] Ol ... st ·re: Q) I Li: ...... Q) N ,;j "' C 00 ~ ·-,....., 0) N l'l Q ,,, Ill ,+,) C ON Lu 00 '-' 00 OI ,..._ Q) <( :l co ;r: .l: E ~ ~ c/d • -0 .... -" z O • ~ ...c= Li.I .;::. ); :.: °' E •• • 00 ., ti -+-) st-E w Coe :r: ~ ~ -I C/l ~ -tJ ' . "' ! :r; 0 Q) WNc(!) C I-........ (j ' C 11)0 o. z 0 .... 0 0 JOO..J>-~ a. ..,:'j'<"'II a::T""::Eo• I-I L&J T--z L&J~·· ~ w .. u ~ U O w..,: Q) . :r: u ~ z,..... u 1/) "' ti s 0 st u >-OI _!! '-' Q) ['.: Q Cd 00 ::J CXl st 0) ~ Vl I I<) N -u Ill <J I CXl W'I-,..... ..., ._:0 Ill .. a N >-~ ._, m ·: zO :!= z ~IJJ c,Q JOBS W04-IJ9ENG,pro w N s HOUSE:: (SCALED) LOT A K.C.L.L.A. NO. 1285027 CLEARING UMITS, lYP HOUSE:: I TRACT F TEMPORARY EROSION CONTROL SEiiD MIX % Weight % Piirity % Germination Chewings or red fescue 40 9fJ 90 Festu.ca. ru.bra var. commutata. or Foshl.Oa rubra Annual or perennial rye 40 98 90 Lo!ium multiflorum OT lo!ium perenne Redtop or colonial bentgrass 10 92 85 Agrostis alba or Agrostis tsnuis White dutch clover Tri.Joliu.m repens "' 0 '.0 D "1 LOT 15 LOT 2 5,659± SQ. FT. 18" APRICOT LOT 1 4,709± SQ. FT. 10 r------, I I I GARAGE '1 I F.F.-512.4± (TO BE REMOVE:D) I 98 Wt J 5,659± SQ. FT. 90 HOUSE:: (SCALED) I I ~---,~ /-------, I \ .,. ' \ / ' I / ' I V .,....---, \ /,.-I ', \ I GRAVEL / ' \ I "' I LOT 2 \ \ I / -;~ ~ K.C.S.P. NO. 482007 \\ \ \ / \ 24, 160t SQ. fT. \ \\OBEREMOVED( ------, \ -~ e,'S'(}' -_I I 1, Ii 1 ;.,-v I 1 I 11 I ,1~ I I I I I I ''c:, I I I I 1~--( I I I 7 10 OC .... ,, I~'""-I I I RPSE I I I I I ~' I I I I I I I T I I I I I I I I I 18" APPL[ it \ \ I 1 1 L _r-..J \ l I I S;< I: I ~ I ~ i1i I I I EROSION CONTROL PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNT'.Y, WASHINGTON LOT 4 4,720± SO. FT. LOT 17 SHED HOUSE: (SCALE::D) LOT 1B HOUSE: JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR I 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ,-----EQUIVALENT, IF STANDARD --~ STRENGTH FABRIC USED FILTER FABRIC --- ~ MINIMUM 4"x4" TRENCH // BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5'/' WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT DTL NTS EX. CB'S fl. RIM=507.45 S IE=504.91 (12' ADS) E IE=504.96 (12" RCP) NE IE=505.37 (6" PVC) #8. RIM=507.80, (SOUD UD) (ASSURE LOCKED STA1US) N IE=504.54 (12" ADS) W IE=504.37 (12' ADS) #9. RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) 3/3. ' SILT FENCE z ::; GENERAL N01ES 1. All construction shall be in accordance with the King County Code (KCC), King County Road Standards (KCRS), King County Surface Waler Design Manual (KCS\\OM) and the conditions of preliminary subdivision approval. It shall be the sole responsibility of the applicant and the professional civil engineer lo correct any error, omission, or variation from the above requirements found In these plans. All corrections shall be at no additional cost or liability to King County. 2. The design elements within these plans have been reviewed according to the King County Department of Development and Environmental Services (DDES) Engineering Review checl<llst. Some elements may have been overlooked or missed by the DOES plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by King County prior to construction. 3. Approval of this rood, grading, and drainage pion does not constitute an approval of any other construction (e.g., domestic water conveyance, sewer conveyance, gos, electrical, etc.). 4. Before any construction or development actility, a preconstruction meeting must be held between the DOES Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. 5. A copy of these approved plans must be on the job site whenever conetructlon is In progress. 6. Construction noise shall be limited In accordance with King County Code (Section 12.88); normally, this Is 7a.m. lo 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. 7. II shall be the Applicant's/Contractor's responsibility lo obtain all construction eaS<lments necessary before Initiating off-site work within the rood right-of-way. 8. Franchised utilities or other Installations that ore not shown on these approved plans shall not be constructed unless on approved set of plans that meets all requirements of KCRS Chapter B Is submitted lo the DOES Land Use Inspection Section three days prior lo construction. 9. Datum shall oo NAVO 1988 unless otherwise approved by DDES. 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed In accordance with Section 81 3.02 af the Af'WA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSOOT 2-06.3). 13. Open cutting of existing roadways is not allowed unless specifically approved by DOES ond noted on these approved plans. Any open cul shall be restored in accordance with KCRS 8.03(8)3. 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions ta protect the life, health, and safety of the public, and to protect properly in connection with the performance af work covered by the contractor. Any work within the traveled right-of-way that may lntenrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1-07.23, 'Traffic Control,' of the WSOOT Standard Specifications shall apply In Its entirety. EROSION AND SEDIMENT COOTRQ NOlES 1. Approval of this erosion and sediment control (ESC) plan does not constitute an approval of permanent road or drain ago design ( e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicanl/ESC supervisor until all construction Is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape ( or fencing, If required) prior to construction. During the construction period, na disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for tre duration of construction. 4. The ESC facilities shovm on this plan must be constructed prior to or In conjmclion with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC focTilties shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation af ditches and slit fences, etc.). 6. The ESC facilities shall be inspected daily by the applicont/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) ond of monthly reviews during the dry season (Moy 1 to Sept. 30). 7. Any areaij of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area ner~lng ESC measures not requiring Immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities on inactive sites shall be Inspected and maintained a minimum of once a month or within forty-eight ( 48) hours following a storm event. INLET PROTECTION DTL 1/3 f--"'-;:---:::::~N~..-\:1!'¥..,..~I:-- \ I I ' '-...._ /~ \ "' S10 ~. ==-~,:~,------~,,---~-+~~~~~~ 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior ta paving. The cleaning operation shall not flush sediment-laden water Into the downstream system. -t-- . "'a " 0 - -----EX. WATER SITE BENCHMARK 'B' RIM OF SEWER MANHOLE EL.=502.97 U.S. FEET \ \ 279' SILTFENCE DTL 3/3 ----- CONSTRUC ON ENTRANCE DTL 2/3 NBB'50'J6'W ASPHALT WG[ FOR DTL NTS ct 0 SSMH RIM=502.97 8' PVC E.-W. CTR. CHANNEL=489.72 EROSION CONTROL PLAN 1" =20' /CATCH BASIN ~GRATE 1 8 1 i I i 1 1 1 1 1 1 I:1 1r--.:::,::,;;-r OVERFLOW POROUS BOTTOM~ NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED, 1 /3. INLET PROTECTION ----508 I -t1-----EX. WATER __ _ s.1. 111. • 'lJ sr. 87' SILT FENCE DTL 3/3 DTL 2/3, I NTS \ ~ REC. NO. 9201220877 ~ _ ...;:;;.,..._ [X. CONC. id5ET P;OTECTION DTL 1/3 PROVIDE EXISTING CB WITH SOLID LOCKING LID EX, SEWER 655. 75' -------- ------------------- SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 ~I I J tL6" 50' Length may be rnodified by DOES inspector as site conditions warrant. l1' CONSTRUCTION ENTRANCE -t-- 11. Stabilized co11struction entrances and roads shall be Installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, moy be required to ensure that all paved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility Is to function ultimately as on Infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade af the permanent facility. 13. l'tliere straw mulch for temporary erasion control Is required, II shall be applied at a minimum thickness of 2 to 3 Inches. 14. Prior ta the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to Identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map af those areas to be seeded and those areas to remain uncovered shall be submitted lo the DDES inspector. The DDES Inspector can require seeding of additional areas In order to protect surface waters, adjacent properties, or drainage facilities. 2,200 SF MAX ALLOWED IMPERVIOUS SURF ACE FOR EACH LOT RECOMMENDED COOSTRUCTION SEQUENCE 1. Pre-construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. Grode and install construction entrance(s). 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Grade and stabilize construction roods. 7. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 9. Relocate surface water controls and erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 10. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 11. Stabilize all areas that reach final grade within seven days. 12. Seed or sod any areas to remain unworked for more than 30 days. 13. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Date ~ ~ cS ~ 8 ~ ~ ('/j c::, ~ • H Q) . (/) s a::: L.,.J L.,.J co z - H c., z u L.,.J . ~ l!I: ~ " 1:/J .z:,,: ,.. r.:j . lQ h r.::i ~~~ Cl;~~~ h ~ e.;, ec: C!) ~~~~ • ~ 1:/J ~-z~~ t!> ,.. ~ tw) ~ ~ r.i Cll :,.~~~ ~~~8 b e,.; ~ C!) C!l~o~ ec: ...; h (:) q • i:r.. E<l Cll e,.; tw) c'.j ~ 0~ ""1 e,.; C,) ~ rs . z ,:::, Ill " ..... 0 O> .2 .._, l i N w E s •• NOTE: ELEVATIONS ARE GIVEN FOR THE CONDITON THAT NO ROLLED CURB IS PRESENT. SINCE THERE IS A CURB, THE TOP OF THE CURB WOULD BE .50' HIGHER HOUSE (SCALED) LOT A K.C.LL.A. NO. 1285027 HOUSE I TRACT F a) Q co r 0 "' LOT 15 LOT 2 5,659± SQ. FT. T1 T\'l'. T2 T3 LOT 1 T 4,709± SO. FT. 25' JYP. 0 STORM & GRADING PLAN HOUSE (SCALED) FOR GURDEV SING}! SHORT PL;1T LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, ~ 'ir, DOWNSPOUT 1 DISPERSION DTL 1/4 T7 10' TYP TYP. I LOT J T8 I 5,659± 5(). FT. ~ T9 "\, 25' TYP. LOT 2 ~ K.C.S.P. NO. 482007 "' 24, 160± SO. FT El.=506.~ B 1' ~i II STA=0+87.19 EL=507.24 T1 (EDGE OF T6 7'-lil--....JAS~PHALT) " r--1-\.-.-510--fll---7'-:..___-/',,,.,::,----\,'.2:'.'.5~· ~~ TYP. r-1-~s1 08:-t7'--~L T11 NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) 'ir, -J_ 'ir, T T12 LOT 4 4,720± SQ. FT. LOT 17 SHED KING COUNTY, WASHINGTON HOUSE (SCALED) LOT 18 HOUSE 2 H W1 W2 W3 ROCK WALL INFORMATION TABLE LOCATION WALL EL. lFTl STATION & OFFSET TOP BOTTOM STA 9+80 35' LT 502.5 500 STA 10+00, 35 LT 504.9 502.4 STA 10+00, 44 LT 506.25 506 EX. CB'S #7. RIM=507.45 S IE=504.91 {12' ADS) E IE=504.96 (12' RCP) NE IE=505.37 {6" PVC) #8, lllM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) Nt IE=504.54 (12' ADS) IE=504.37 (12' ADS) #9. f1/M=500.40 tj IE=497.06 (12' ADS) 'W IE=497.06 (12' ADS) W.M., notched grade board 2" x 2" notches 18" o.c. l " 0 l{) galvanized bolts 0.0. end cap or plug clean out wye from pipe 4" or 6" perforated pipe laid flat/level • c;over (locking) • D:~ influent pipe (max design flow ~ 0.5 CFS per trench) clean out wye from. pipe PLAN NTS pipe 0.0. 1'-0 min flow to second di~f ersal trench 1 necessary t flow to other branching CB's as necessary type I CB w/solid cover ...._ 1a" o.c. I ...--_--..J..:_i f..---2'' CURB FLOW LINE 2°' X 12" pressure treated grade board T NEW ROCK WALL DTL 6/6 ASPHALT £DC[ STA=9 93.67, 27.88' LT EL=501.50 (FL) SITE BENCHMARK "B" RIM OF SEWER MANHOLE EL.=502.97 U.S. FEET 'b 0 er: W3 SSMH RIM=502.97 8' PVC E.-W. / .. J.·.· . . . . I .· .. . . . A.L 1.e24' so.>rl. I \ ····~ I /'' I ~V EX. LIGHT POLE & FH ARE TO BE f!!LOC/ifED PER r Sia THE 1993 KING COUNTY ROAD STAN •ARDS REC. NO. 9201220877 ~ ' SITE BENCHMARK "A" TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8" PVC E.-W. CTR CHANNEL=498.14 -t-- .5 E 411 x 4' support post " C ·-w E filter fabric 0 D a 17 *15% max for flow control/water quality treatment in rural areas. I:, DD 0 \7 0 o a 0 0 v· 4" or 6" perforated pipe laid flat clean ( <5% fine~ f'/2· -3/4 washed rock SECTION A-A NTS 2" grade board notches 2" NOTES: 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. CTR. CHANNEL=489.72 2,200 SF MAX ALLOWED IMPERVIOUS SURF ACE FOR EACH LOT DTL 2/4, TRENCJ-1 WITH NOTCHED BOARD ALL NEW HOMES SHALL ROUTE ROOF RUNOFF THROUGH DTL 1/4. TRENCH X-SECTION NTS slope-- small catch basin or yard drain j ~----------I:: 25-Foot vegetated:; -E Flowpath Segment ::: ~---------- ~700 sq. ft. Simple 10-foot trench Type I CB _,:--------- .... -------------------->700 sq. ft. ~--------------------::,----------...,. ---------::: ~ 25-Foot vegetated= ~ Flowpath Segment ::: ~-------------------------------::::----------::.---------------------.--------------------Maximum 50-foot trench w/notch -board {see Figure C.2.1.D, p. C 33) PLAN VIEW OF ROOF NTS DTL 1 /4. DOWNSPOUT DISPERSION NTS STORM & GRADING PLAN 1" =20' DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to DOES prior to the preconstruction meeting (KCC 9.04.100.D). 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-02.3(1). This shall Include leveling and compacting the trench bottom, the top of the foundation material and any required pipe bedding to a uniform grade so that the entire pipe is supported by a uniformly dense un)ielding base. 3. Steel pipe shall be galvanized and hove asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall hove solid locking lids. All drainage structures associated with a permanent retention/detention facility shall hove solid locking lids (KCRS 7.05). 5. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019, or 2-020, and shall include the stamping 'OUTFALL TO STREAM, DUMP NO POLLUTANTS" and 'Property of King County" (KCRS 7.05). 6. All driveway culverts located within King County right-of-way shall be of sufficient length to provide a minimum 3: 1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope {KCRS 7.03{L), Drawing No. 2-001 ). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot, and must meet the following specifications: 4' -8' /40-70 % passing; 2' -4" rock/30-40 % passing; and 2' minus rock/10-20 % passing. Installation shall be in accordance with KCRS 7.02(8), Drawing No. 2-024. 8. Dralnoge outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b) Outlets on each lot shall be located with a five-foot-high, t x 4' stake marked 'storm" or "drain". The stub-out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdrain specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage systems designed to convey flows through individual lots. e) The Applicant/Contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to utilities {e.g., power, gas, telephone, television, etc.). f) All individual stub-outs shall be privately owned and maintained by the lot homeowner. C81 CB2 I 12' TRENCHES PER DTL 2/4 ( DISPERSION TRENCH LENGTHS TRENCH LEiiGTH \FT) T1 10 T2 10 T3 12 T4 10 T5 10 T6 12 T7 10 TB 10 T9 12 T10 10 T11 10 T12 12 CB SCHEDULE TYPE RIM INVERT COMMENTS 1 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE 1 501.53 498.03 STA 9+94.67 (23.35' LT), 111TH LOCKING SOLID LID ' NTS PIPE SCHEDULE PIPE TYPE LENGTH SLOPE CB1 TO CB2 12' CONC 4' 4.50% KING COUNTY D.D.t.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Date Approvol Date ~ ~ :s ~ c\l ~ e,... ('/J • ' ~ J;t; r;..' ' Ii) ~'."1 -lir.1 . lQ E-. lir.1 ~c,jtB ~lir.1~~ h ~ E-. ~ ~ ~~~-~ '~ Ii) ~~~~ ~-~ C>:l :,..;' r;j r..i C\1 E-. ::-.,.t,j~~ ~~~8 :::i E-, ~ ~ ~~a~ ~ ....; E-. ici a~ . r... ~ C\1 E-, C>:l li~ a~ ..:i E-, C,:, ~ ~ 0 ~ I N I() 0:, ,...., "' I() N ...... ~ w :c (I') 520 510 500 490 480 N s HOUSE (SCALED) LOT A K.C.LLA. NO, 1285027 NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT 0[ 0" ~-t-~~~~----,~"'o~ l!l O Ct) "'a "' 0 "' HOUSE I LOT 15 \ LOT 2 l 5, 659± SQ. FT ~- t-~ TRACT F r IIOUSE: (SCALED) --:-1 J ROAD IMPROVEMENTS/ S1'REET TREE PLAN FOR GURDEV SINGH S'HORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NOR'J'H, RANGE 5 EAST, W.M., KING COUNTY, WASIJINGTON HOUSE (SCALED) LOT 17 HOUSE (SCALED} --"--'r----~-~-------- 2 I t/ LOT J ~ ~--. , 5.659± SQ. FT. r 1-\ LOT 2 K.C.S,P. NO. 482007 24, 160± SQ, FT. STA=0+87. 19 NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) SHED ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE OR THE FACE OF THE CURB ACCORDING TO THE 1993 KCRS REQUIREMENTS. EX. CB'S #7, RIM=507.45 LOT 18 S IE=504,91 (12' ADS) E IE=504.96 (12" RCP) NE IE=505.37 (6' PVC) #8, RIM=507,80, (SOLID LID) (ASSURE LOCKED STATUS) ------------------------~-~-----··----· --------~---··· FIRE HYDRANT OR UTILITY POLE LUMINAIRE ----. NOTE 1.-~-~ 15' MIN, SIDEWALK NEXT TO VERTICAL CURB t 10' MIN. li: PLANTING STRIP i~~ 0 I 10' MIN. I 50' MIN, 50' MIN, SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTTOM OF RAMP LOT 1 l_ 4,709± SQ, FT. ; -~ ROLLED CURB ~ ' ; DTL 7/6 ~ \ r-ty. \ HOUSE N IE=504,54 (12' ADS) W IE=504,37 (12" ADS) NOTES: VERTICAL CURB LINE AT INTERSECTION NEW ROCK WALL DTL 6/6 TAPER, 10:1 R[C, NO, 92 1220877 CURB DTL 5/6 ' . ';:.....: ''. ·.·.-.·.2 ,'.".". 2% . ·. I • M24i-· Asf F1> / . ·•·• ··~· . .._ .. ·. { . ··· .. +-, ... ::· .. · : .. ·. ·.· Q .. ·.· .. ~,. ~ i ... l>< ~../ \ . '. . . ' ·-• ~·-~~~~A'•~. ' ' ·" ·. " LOl 4 4)20± SQ. FT ---------- ' PAT, SECTION~ DTL 4/6 . {PRIVATE) ' MAILBO DTL 1/1 -~ PROPERTY CORNER STA 11+52.84, 42' LT 6 I /2' SIDEWALK, DTL 1 /6 CONTINIJE TO AND MATCH EXISTING SIDEWALK #9, RIM=500,40 E IE=497.06 (12" ADS) W IE=497.06 (12' ADS) EX. LIG,IT POLE & FH ARE TO BE RELOCATED PER THE 1 %3 KING COUNTY ROAD STANDARDS R[C. NO, 9201220877 ~ 1T-~~/7 T*. ·:::· ·1· •~>•;._,·· ·~ .. ·~·>•:0·•<~·>.:;;·.··~····_;;;>.'=·~·~~>··:.•.•.;::•.••;;••••;····i·•·=r·. ~~c-=c-:::. ~·;·. ~3 ~5 =· 2•t ~:..~:.: .... ~50 •. 7 -) =-cc #9 ----___ ._ _ _ ·--·.·. . ;J-Vl 1+56.34, 27.88' LT I Th.S@Ri.f -----,, "' k -:::, / a co c . .:.>r---"' "'/ EX. WATER ---------------J_ ,, r-: ><< 1 /5. " DTL NTS 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET, 8. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING, PHONE 68,4-1622. 4, SEE SEC, 5.03, STREET TRE'E STANDARDS FRONTAGE IMPROVEMENTS -----EX. WATER ----c:-;_ "' g' / PROVIDE EXISTING CB ~-~ DTL 3/6 ___ s_TA=_ 1 93.67, 27,88' LT STA lOtOO S.E. fl), 'lJ ST. § ~ WITH SOLID LOCKING UD '-...__ ---+-I ----STA 11+00 ~ ~ STA 12+00 555.75' SITE BENCHMARK 'B' NBB'50'J8'W 2624.84' (MEAS.) /PRJN,~!;'!: --------t RIM OF SEWER MANHOLE -----------1' ~ .4R1'.l'RI.4J, EX. SEWER --- STA 0+00 ONSITE ACCESS) 1'/-12 "OTT 1'0 Han"''H.') -S89'04'1J"E 295.77' ----------------------El.=502.97 U.S. FEET = '/' •• 'Ill< , STA 10+72,94 (SE 192ND ST) CS"' ',s0 SITE BENCHMARK ''A" ASPHALT EDGE r.;N;;:;O:;:;TE;:-:~PR;-;O~VT,;ID"E:-;:;FU"L'L~Wwil~D'i'iTH=,=';:Q;;=F"':1;'ii"~M~li'iN:::, =r~'bo-------~=----z-.:::::~--~----------5,.____ 6' A5Pf!AU £DC[ TOP CENTER BOLT ON F.H, "' SSMH 'b~ EL.=510.23 U.S. FEET PAVEMENT OVERLAY IN SE 192ND ST ~ RIM=502.97 8' PVC E.-W. ACROSS THE ENTIRE PROPERTY FRONTAGE crn. cHANNEL=489.72 ROAD IMPROVEMENTS/ STREET TREE PLAN I 1 "=20' . . . . . . . . ' .. ' . . . _:...~--- 9+00 r EXISTINI POSSIBLE FUTUI E @ NEW I FLOW LINE · · ... .. ' . . . S.TA 9+93 .. 67 . 'L EL 501.50 ... WEST PL --""""~---... i--: --.-... ---... STA 9+87.67 · EL=50L20 · WEST END OF SIDEWALK .TRAN TION 10+00 FLOW LINE PROFILE 1"=.20' H, 1"=10' V GRADE TOW LINE r NEW GRADI @ NEW. FLOW L NORTH .SID OF. SE 192ND T --~ c--~------- STA 10+ 72.94 EL=504,9D · CL OF ONSITE 8CESS 11+00 ~E ... STREET TREES (4 TOTAL) AMUR MAPLE (OR AS APPROVED BY ONSITE INSPECTOR) 3" CALIPER DTL 1/5 STA 11+56.34 EL=507,38 . EAST END OF . l IMPROVEMENTS r EXISTING FLOW ---,....,.___ '--' I LINE . ' ~ - STA 11+52.84 EL=507'30 EAST PL 12+00 SSMH RIM=512.54 8' PVC E.-W, CTR CHANNEL=498. 14 540 530 520 510 500 490 Cl . ····<· ". ' -~ 0 . . . . :;;! . '-' 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT . . . i:5 .... ~ V, ..... ···~· ···~ .... ~l O ..... .. ·I· ·>< ... ·< ~ f9 ··~ C?· 0,... ········ ·\················ ~~··· .......... . .. , .. ,. ,. . .. .., .. --~~-- ····g~ ....... ~~·· ···~~·-~~--............ , ~~···· .... ~ .. . . ... '"d Ll1· ... ' .. ' -~ I.(),. ..g lf) .. ·~I.I')•. • ........ i.c:> ' ••• ' .. t .1! ....... c:!; .11 .... 6 .1.1 •.. J .11.. . ..... ~ .1, ...... . . . . . .... ~ ~· ·B; ~. B; ~ ~ ~ ~,[ . ---f--· ,r:, ;; " ----- 1 ••••• ••• •• •••• • • ... ' • ',......c-·•-· .. ··· · \·nsr,, · ... ~-\ .. 1 • • • • • • • .. • • • • • • ·lLA:2i,,,Egf%J§SJJ.1'~%1 ,,,.,,.,.,,-.J~"'.".".'.'.j. ~ .... ~ .. ,,. .. ~· ·1°~·· · .... l -----m z .. g (0 ...... 4J ···-· ...... "' , .. STA 0+27,68 FLOW LINE ELIEV = 504.90 TOP OF CUR~ .@ O/W CL ELEV ': 50.4 .. ~8 .. (NEXT ,5'. UPST, TION .SHOWNFLA ) 0+00 PVC.0+42.00 ....... ~ ~ ...... S!0 § ELEV = 505. ± 11 "' o . • . . • I . 30.00' C I l K=5,3 I ACCESS ROAD (P.A. T.) PROFILE 1 11 =20' H, 1"=10' V 1+00 KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H, sANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Date Approval Date ~ • ~ ~ t;t; ...;- ~ • Vl ~:": ... t'tj ~ ' l() E-,~~ ~ ~ Vlc., '-1; r...i :.:; ~ ~ E-, ~ ~ E-, Q:: c., ~ ~~~~ -~ Vl Cl) ~~~~ ~ t!S ... !.!; C>) :,.;-cii ><i C\l E-, e,.:; ~ r,j e:: ~ ~ t,q ::q Cl ~ ~ rtj (.) ~ :::i E-, ~ c.:, c., !.!; a !.!; ~~ ... ~ C Cl~ ' r... ~ C\l 2: E-, 0, ~~ ?j Cl~ "-1 i;.. (.) ~ ~ r'<, 0 Q:; "' 0 ;;;. ,-. ~ )( "' Cl • ... ' .._, "' lO I.O C) (/) IO O O 0 IO ~;;;. ~ ~ a:: O') -~-w .... ""'"' z lco-- i,--,,t N •• z II) • : L&J :5 IX) > ... '"' w <( N >'l a: 0 -+-,) Cl. >'l IO ON IX) ...... rn "' ~- <l) <( " "' e ~ ~ ~ ... E '- • -0 0 ... -u z O • "' wJ ~ 3: ,..c: :.:: "' E I:;; • IX) " ~ st -E w (/) 0 O c :c ~ a:: -I ., V) ... -" 0 , IO O ::.C 0 >-W N c j w ... ,..., (J V) 0 • z > 0 •••• 0 .(X)_J)-~ a:: ..J,,...,:.;;aiu :) g l f 8~ (/) z L,J :x:: •• ~ w., u~ U O W <( <l) . ::cu Z,-. u V) -I() ci (/) s a:: .... " "' .2 w ,,..., w 0 ro z IX) t;l IX) c., .... 0, ~ z I I<) N -L&J I() <: + u IX) ,..., ~o I") IO .. o N )-"' ~. ,,..., m ·: zo ~z <( a:, o:o c-. PLANTING STRIP DUMMY JOINT ----:7 1/4" 'Y" GROOVE EXPANSION JOINT DUMMY JOINT @ MAX, 15' C-C EXPANSION JOINT ALONG CURB 1/4" "V" GROOVE @ MAX, 5' C-C DUMMY JOINT B VERTICAL CURB & SIDEWALK EXPANSION JOINT '•, ,:, ·,~. , ......... ·.' ~· .· .. :, .. )',, . . .. . •, ,. /. " ;.(', /' , /',,/ ::··,: , .. ,. ' {.'-..''y ·: '.;: ',.,. '. 71''\>". .. ' , ....... , ... /"< ,'\(. ,"< ,'\(. ,'-<. ,'-< '" SECTION B-B NOTE: 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 1 / 4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. DTL 1 /6. CURB & SI.DEWALK JOINTS ' NTS 4" CEMENT CONCRETE SIDEWALK AND RAMP NOTES: SECTION A-A 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURS AND SIDEWALK JOINTS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-007.) DTL 2/6, SIDEWALK TRANSITION NTS B DETAILS FOR GURDEV SINGH S'HORT PLAT LOCATED IN THE S.E. 1 / 4, OF THE S.E. 1 / 4, OF SECTION 32, TOWNSHIP 23 NOR1'H, RANGE 5 EAST, KING COUNTY, WASfIINGTOJ../ 30' ROW 27.88' REMOVE SHOULDER & \ REPLACE W/NEW PAVEMENT SECTION 7' 12' DEDICATION LU z NOTE: SLOPES OF 2 TO 1 ARE :J 7.12' ~ ALLOWED WHEN IT IS 0:: NECESSAHY TO AVOID GRADING LU 0.. ON NEIGHBORING PROPERTY. 0 0:: 0.. W.M., PROl/1DE 1" MIN. PAVEMENT OVERLAY ~+-'--+--'-1 'ccSA-"W'-"C"-U T'-- 1---__g..W@l!~--_'.__j @FOG LINE WIDTH VARIES 1" PAVEMENT OVERLAY 2% 1' MIN. SIDEWALK, DTL 1/6 '---CONG. VERTICAL CURB & GU rTER, DTL 5/6 4.5' ASPHALT CONCRETE, CLASS B 4" ASPHALT TREATED BASE ~-ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 OVER ENTIRE ROAD \\'IDTI-1 FOR TI-IE LENGTI-1 OF TI-IE FRONTAGE IMPROVEMENTS DTL 3/6, FRONTAGE IMPROVEMENTS ' u.J z ::J f- '-' ..: ~ f- "' ~ NTS 41-011 f-z w ~ ..: c.. c.. 0 bj @ CURB, DTL 5/6 <{'7 o;~ 2• COMPACTED DEPTH Cl.ASS B ---~ ASPHALT CONCRETE 1 1/2• MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.D2 30' -0" 22'-o" -0.02 FT.(FT. DTL 4/6, P.A. T. SECTION NTS NOTES: EXPANSION JOINT 1 '-6" * NOTE: TOP OF LIP AT DRIVEWAYS. -0.02 FT./FT, CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTIER 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. FOR INTEGRAL POUR CONSTRUCTION, 1 / 4" EDGED GROOVE MAY REPlACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. DTL 5/6. CURB DETAIL NTS 4'-0" f-z w w ~ z ::J ..: f- c.. '-' ..: c.. ~ 0 u.J f- "' "' c::, ,5 u.J ., '{'7 ,__l_l ------- 4 CHAIN UNK FENCE i :ii N 12" MIN. THICKNESS OF 2"-4" QUARRY SPALLS GRAVEL BACKFILL FOR DRANS 2 •• " ' -? 'f ' " . . ' 4 4 .. ~- • • FILTER FABRIC --' NOTES: --. . .,. 4 1. SEE SEC. 5.01. 2. WSDOT/APWA 9-03.12[4] 41 -6 11 PAY UMITS EXCAVATION ONLY 6 SIDEWALK 3 KEYWAY 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER. !i: .,. !i: "' GJ g :,: ~ :,: Sc ffi "' ::e • 0 " I " i "' ~ a DTL 6/6, ROCK FACING, CUT SECTION NTS ' CURB EXPANSION JOINT 10" 2" 3 1/2" ,_ __ .:..;;... ___ %-i~ •, '•• ',. :~• [.':,?FT 0.02 FT./FT. 2 ,,, 1~ . . 1'~ , : , .• · . ... . _j_ ~c ::,·,'4,: :~·.,: .'~1~ .. / .... ; .. ~:•I',. ,: <~:.,'' ~ .. '. • .~i, ,I:'~.::· 01 . ' .. . . . . . . ~ . . ' ,-·~·-.,: .. ., .. :',; ~·· ...... 4 ••... , .. , •,' •, . ~. ·~ ;.... c.o . . . • . . . • . :· ,. . ... ·.'. • ·.-1 .•. " E ._. ....... , ·. . .. . . •.. .. ·. ; .. ., .. ; · · .. C MENT CONCRETE '. ~ •:· ') ·.·.•,. ,. · \. : >, .,. SIDEWALK DTL NTS ·: .· ·..,.; . . ,: . ' . ~ ' 12" 2'-0" •• '---OPTIONAL FOR INTEGRAL POUR CEMENT CONCRETE ROLLED CURB 7 /6, ROLLED CURB DETAIL ' KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Dote Approval Date • H (J) • s~ co z H~ uw ~' <( .. 3:]E ~ " -0 0 f--(J zJ2, <.o "' ._, 3: ~ "' E • co " --t -E 0 0 " -I ._ '41,. -(J II) 0 ti "' :c V) w ('I·-~ 1--,-...CV) V) 0 t,) -.J .. 0 .. •• C J CO....J>-('j '-' < a, II ..: I • a::: .... :E O -- f-I i.J z 1.w~·· "'._ u~ o a Lr.Jc( z~ II) " ,,t 0 0) ..2 '-' 0 co ~ I N II) co ~ "' II) N '-' :cu u Vl 3-+ 0 0 0 w :, <( z z 0 in 0: '!! Q'. w 1/1 => w ,_ <( 0 61 60 0 U) -Ii Q I I I 4 0c-I SITE DEVELOPMENT PLAN PROVIDED BY CRAMER NORTHWEST, INC. 15 SE 32-23-5 / ! j / / !fl I I bf/ / I ,d I/$ 0/ / //S t,,; / I:,. cf! / ;0 () / I <j [X 80 w (f) i---.: u I ,=- """ -r-.- -~"'/, I J;: / 3 -/ TRACT "A" rr;; IM@IUl~IP!!Nl IRrnb@rE IP~~~E ~ • ~/ I ~ -1 ~ EX BlJ --~// / ilJz .---~-------\ £x_ 1 'oi 'wii--':_1 J _ _ iJ3iJJ Ex. GARAGE-7'--, I 6 1 7 ·\_ 1 1 1 ---~."; _ __ _______ __ (TO BE REMOYED) ---~-;_ I I :Jr--, --TPROPOSED HOUSE~ --'r' -i @:" (PCIRJ LOT 3 :-; r EX.FH---i§ -----~-----EX TREE ----\r---;::;--;:::/., =;I :::::;:p-=--;:::=='.::7i--_(_TY_P }_ -~--------- : I I -t;fJ tJOTE: I TRACT "F" \~-, ioA~GEI I 2 @'ff INSTALL PRIVATE WATER SERVICE ('-) L._ ___ J I I ~ LINES FOR PROPOSED LOTS 2, & 3 IB>WR LOT 2 I ~ £PROP 6 ss I I~ ~ iN THE PRIVATE ACCESS TRACT , (TYP J I Ip -~:!{-____ ~RIOR_,TO PAVING (TYP.). ~-~""'"/__,-l S I lw IQf i,..--/ I LO 3 /-EX.HOUSE / (TO BE REMO'/EDJ TRACT "D" I l,j = 1· ,' E\ LOT 4. ;--PROPOSED CURB, l'LAi'I IE_Rj' "" --f STRIP, & SIDEWALi, ( flP) I I :Jf:d§ LOT I '(PRIVATE -----I HOUqE I 22 21 20 19 24 · 1 124 · (g I AccEss ~-------. -:-1 ' ~c+PROP. S"SS SEE DETAIL 1 (THIS SHT. : 1 TRACT) L~;A: ,r-: i 30'TRACT // 0~tv~~~NiJ~;i1~iS) (\ __ NEXTEXISTING2WV'S EX.FH I I ;PROP ROCK~ (d) : : L // / t--j------------__ -___ -t/-_-__ ------/f-' ~ V APPROXIMATE I ~ :±I; -N _/v W~LL C) __ {,--_[n-;_-r--1.m-+s-')w_•-· ---@)~-=-l~Cx!~I ---L __ L -/ ;t6 1~~~~11~~N;~~siii~~~DST. ---<tiL----_Q:. .lt'.6.fJLM_ -J. E;,: WV's "+ • " ---;g:_ =-tn1:ns----=-'-'~ E\'VV ------------------o EX 12AC WM j.... 717T 3o----/7Ti' '---, -, '1 I -n----------,T------..J. ~-:; L ---~ffl...:.-=~-Sl--o 1 ~ EX. 12"AC Wf,l • =-=---::_-=: _:: _----------=&= -------------------'.'.'__L j /// -/ E;-;;Ns T -"-EX.WM _-:___/','.'[ ,----·--g ---1----- -------0 ----------------Ex. 8" s;,11 sEwrn -1 :_:_--=_--:::_ =-:::_ -__:J::::;c---=-= ---=-.:.:.-=-=-1--L:------------:J. n -/ L_ -1LL I = ~LL_--EX 8"SAtl~EWER --------=-= ~ = -------------r-----------~ ~ ---j PROP. 2 ca·~·~.-/ -r EXffiGE OF P/1\/IHG-I EX. S.S STUB ---., ,_,. (TYP.) -& 12" STORM EX.?P ~ 9002 9280 39 38 E 19~ND ST. 1 I I 0 I k I X 37 3f5 I 35 I .34 33 I w 32 u [E IPllJ1tl[El~\~ /ii1l ~!Nll~ ~~ IL~~~ NOTE: I I CONNECT/ INSTALL NEW 31 40 i~ + +------------39 HOTE: EX. WATER SERVICE & METER TO BE USED FOR PROPOSED LOT 4, WATER SERVICE LINE TO ~-NOTE: EX. 12" AC WATER MAIN PER DISTRICT STANDARD REQUIREMENTS FOR PROPOSED LOT 1 (VERIFY LOCATION PRIOR TO CONSTRUCTION). 50 0 50 100 I km/ k,y/l&$#/,#ffe//4j W:01 fW! SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE TO VERIFY LOCATION OF EXISTING 12" AC WATER MAIN PRIOR TO CONSTRUCTION. NOTE: ALL WORK AND MATERIAL IN SE 192ND ST SUBJECT TO KING COUNTY RIGHT OF WAY NOTE: SET METER LOCATIONS AT 1 FT. BEYOND SIDEWALK/CURB (TYP.). NOTE: INSTALL PRIVATE WATER SERVICE LINES IN THE PRIVATE ACCESS TRACT PRIOR TO PAVING. NOTE: FINAL FIRE HYDRANT LOCATION SUBJECT TO FIRE MARSHAL PERMIT REVIEW/ APPROVAL. CONNECT/ INSTALL NEW WATER SERVICE LINES TO EX. 12" AC WATER MAIN PER DISTRICT STANDARD REQUIREMENTS FClR PROPOSED LOTS 2 & 3 (VERIFY LOCATION PRIOR TO CONSTRUCTION). NOTE: MAINTAIN 10' MIN. WATER/ SEWER SEPARATION. (TYP.) NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE TO VERIFY THE LOCATION OF EXISTING WATER SERVICE LINE & METER TO THE PROJECT SITE & VERIFY IF TO BE USED PRIOR TO THE START OF CONSTRUCTION. IF EXISTING WATER LINE & METER IS NOT TO BE USED, ABANDON WATER SERVICE LINE & METER PER DISTRICT REQUIREMENTS & STANDARDS. WATER GENERAL NOTES: (REVISED 09/26/01) 1. ALL WORK SI IALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER DISTRICT, ALBO REFERRED TO IIEl<EINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH I HE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVEHNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR. 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL Bf' MADE AT HIE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 5. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS, MAKE APPLICATION TO SOOS CREEK WATER AND SEWER DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. 6. ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER. 7. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER. 8. CONTRACTOR SHALL NOTIFY soo;; CREEK WATER AND SEWER DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING ATTHE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTIOiJ REVIEW REPRESENTATIVE FOR SOOS CREEK WATER AND SEWER DISTRICT AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK 9. CONTRACTOR SHALL OBTAIN ALL >-.EQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 IIOURS IN ADVANCE. LOT 4 J '0: NOTE: _, / INSTALL NEW STD. 5J.,-MVO FH ASSY. / BEHIND PROPOSED SIDEWALK PROPOSED LOT lll·IE\ 2' [ PROPOSED CURB, PLM-ITER~ 4 :_1---- STRIP, & SIDEWALi< (TYP.) I' ~ NOTE: \', REMOVE EX. FH ASSY, \1 '-. -----~ & SALVAGE TO THE DISTRICT "---r-==--··~~ --_E!.S:?_ -. N -~-1----o, ....... =-=--···--··~~ o -,,~ -[)((:Ef -: :c·1L(. C':;.',C Cc EDGE OF PAW!G 77---t---t''-EX.FH ""~1 ~~'~'~'!: Et SE-192ND-ST. - CONNECTION DETAIL 1 N.T.S CUT IN TO EX. 12" AC WM w/ 1-12"x6" TEE (FlxFL) 1-6" GV (FlxMJ) 1-12" GV (FlxMJ) 1-12" ADAPT (FlxMJ) 2-12"D1 SPOOL: LF AS REQ'D. 2-12" CPLG. (DlxAC) ~------,-------------------------, SHEET INDEX ----+-------------- SH~.-~O. -~: _--____ -~~':fCRIJ='TION __ 1 WATER PLAN, NOTES & VICINITY MAP ·----'"······--·-······---------.-·--------... ·----- 2 , CONSTRUCTION PROVISIONS ---------------------------· --------1 3 MATERIALS & SURFACE RESTORATION ----------------····----~----------- 4 : WATER DETAiLS _______ : __ ----· ·----~ .. -------------1 5 WATER DETA!LS VICINITY MAP ~ SlJB~ArfTED FOR ~ i ID {: 0 --, ~ -(/) I 0.. (/) ~ u 0 ~ 0 <{ -J Lu Q <{ Cl > -> z Lu 0 (J 0 " ~ " ~[ z [t -(J -a. V) ~ Lu <{ Q [tQ Lu :i: Cl '< Q '< 0 0 (J u 0 25 0 -' :~ 0 co _J w "' z C "' 2 " " 00 0 Ill (/) C C I "' ~ " E ~ Cl > "' ~ <( "' a; -J Ql 3:: a; k £ "' "' C "' ,ii "' "' f-- ~ "' -~ " "' ~ (/J ~ 1 N (J 0 .,. ro 0 '" '" /;j "' 0.. N (l} I-LL t>O C -"' Ill ~ -Ql 0 -J Ql ·-k C :z: VJ Lu t>O 0 C w .c I .., 0 .c L.J --J 0 ~ 0 0:: V) a::: I-I- z ::5 WU I-_ 0 (l.. <t: a::: (/) I- si-z o::'. w 0 ~~ I-I X (J) wo w o::'. w a::: z w <t'. ca a::: w ~ ~ Us 0::: :) I- lfJW UJ 0.. I-0 Cf) -~ 0 Ooes _J :) Cf) ::x::: BASE MAP E-3 z 0 f-a. [t (J VJ VJ z Lu 0 0 - 0 z ~ (0 r,... 0 0 N ~ 0 0 0 z Ill 0 -, VJ > Lu [t 0 " z Q 0 " z Q b "' II . ~ N " -f--[t [t 0 Lu '.J: > (l.. <( ~ . u > o6 (J) w I- 0 z " z ::5 (l.. o::'. w I- <t'. s Sc/EET 1 OF 5 DRAWING E3.047 § ti/ ( ti[ if(; CLL.----------------------------------------------------------------------------------------------------------------------------===~~;,,"'"'l"";~"'!".,...--..... ----------1 PERrJlrr D > () er (L I <D " 0 0 N / VJ 'i 9-z '"' "' w 9- <D " 0 3- N 0 - "' 0 ~ VJ X 0 u w :r: l1'.: w VJ Cl w >-'< 0 CONS~rRUCTION PROVISIONS 1. STAND/\RD SPECIFICATIONS ALL WOl-d<, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL wor,K WITHIN THE RIGHT-OF-WAY SHALL COMPL y WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING A~JD GRUBBl~IG SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR. WHEN Tf,ENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-LINE BY SAW- CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEOUA TE SArTTY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEAL TH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE A STRUCTURAL ENGl~IEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRE~ICH BOTTOM IS UNSUITABLE FOR FOUNDATIO~I PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSL'! IN APPROXIMATELY 6-INCH LAYERS AND EACH LA YER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE, ALL BED~ING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROtDWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM D~NSITY WITHIN THE RIGHT-OF- WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRUICH MAY BE WATER SETTLED OR fAECHANICALL Y COMPACTED TO 90% OF THE iAAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TC 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STA TE OF WASHINGTON. A MINIMUfA OF O~IE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESE~ITATIVE OR GOVERNING ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDANCE WITH ASTM D4832. BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MA TERI AL. IN TRANSVERSE CUTS TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE E~ITIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 1-FOOT MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S l~ISPECTOR UNTIL REPLACED WITH A PERMANENT HOT MIX PATCH. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY, CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWA TERI NG EFFLUENT SHALL BE ROUTED THROUGH A DEWA TERI NG POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXC,\VATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SCIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOi, THE OPERATION OF SAID EQUIPMENT. CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER l~I EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STA TE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36 INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER UNLESS PROVIDED OTHERWISE ON THE DRAWINGS. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS UNLESS PROVIDED OTHERWISE ON THE DRAWINGS. EXCEPTIOl'IS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT. 4. CONNECTION TO EXISTING WATER SYSTEM THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CO~ISTRUCTION AND MAKE THE NECESSARY ARRAt·IGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE CONTRACTOR SHALL FURNISH ALL MA TERI AL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SA TUR DAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. O~ICE WORK IS STARTED ON A CON~IECTION, IT SHALL PROCEED CO~ITINUOUSL Y WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONSTRUCTIO~I REVIEW REPRESENTATIVE FOR THE DISTRICT. 5. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE CRITERIA FOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998, MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAl~D CUSHION. WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES AND NO CLOSER THA~I 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND FJLOW-OFF ASSEMBLIES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROM PUGET SOUND ENERGY. 6. THRUST BLOCKING ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF At1Y CONNECTION TO THE FITTING WITHOUT DAMAGE TO TJIE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD, WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORl'.RY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST BLOCKING SHALL CONFORM TO THE STAIIDARD DETAILS. 7. WATER WORKS TESTING TESTING OF Ll~IES SHALL BE IN ACCORDANCE WITH SECTION 7-11.3(11) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-11.3(12) OF THE STANDARD SPECIFICATIONS. CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY DISTRICT AND THE RESIDENT PROJECT REPRESENTATIVE. DISTRICT SHALL FURNISH THE CUBES FOR THE CONTRACTOR WHO SHALL THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS. CON TRAC roR SHALL COORDINATE WITH DISTRICT AND THE RESIDENT PROJECT REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM, THE REST OF THE FLUSHING, CHLORINATl~IG, PRESSURE AND PURITY TESTS SHALL BE COMPLETED, DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE S,\MPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE, 9. JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BEN EA TH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION, IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS, NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF 1/4-INCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SAND. 10. WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW MAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPO~ISIBLE FOR LOCATl~IG ALL EXISTING UTILITIES WELL UIOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CO~ITRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTIOl,J BY THE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON-COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REOUIREMnns. 12. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION, AND HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DA TE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. SUBIV11TTED FOF~ ?;,/lr1/o'-0 PEFl~All-DAT'f.: 00 C -'- Cl) Cl) C -,·-:E: 00 C UJ .c I .c -"""'' 0 a:: 0 0:: 0::: I-z WU I-_ 0 ~~ (/') z w ~~ I->< wo w w 0::: z <( 0::: w ~ Us 0::: cnw w I-0 Cf) <( o oes ~ Cf) BASE MAP I- ::s a.. I- 0::: 0 I (/') 0::: w ID ~ ::i I- a.. -0 _J ::i ~ ~ a _J k (/J a e- Q [l'. (J (/J (/J 2 Lu 0 a - }- OJ 0 2 1l , (/J ), Lu [l'. Lu O (') a 2 u_ " Lu N ·· _J -e-'< ct er (/Ju o Lu :r: :,. (/') z 0 -(/') -> 0 0::: 0.. z 0 -I- () ::i 0::: I- (/') z 0 () SHEET 2 OF 5 0 z c= >- () ...J DRAWING Q_'"-----------------------------------------------------------------------------------------------------------------------------------------.1..---------' > 0 Q (L I ill s 0 N / ~ '3-z CJ fjj w 0 / ill " g / N 5 0 w ::, " z "' 0 0 N V, X 0 0 w I LJ >- "' 0 0 z MATJ.:RIALS 1. DUC"I ILE IRON PIPE ALL DUCTILE IRON PIPES SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIO~IS. PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2 UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C1D4/A21.4-95 AND SHALL BE SEAL COATED. JOINTS SHALL BE PUSH-ON TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRO~J PIPE COMPA~IY SHALL BE MANUFACTURED AFTER 1988. WHERE SHOWN ON THE DRAWINGS, RESTRAINED JOIN TS FOR DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWINGS. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINTS FITTINGS SHALL BE RESTRAINED WITH MEGA-LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGH STRE~JGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2: 1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF 5 1/4-INCH MAIN VALVE OPENING WITH TWO 2 1/2-INCH HOSE CONNECTIONS AND ONE 4 1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1 1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN. IN FIRE: PROTECTION DISTRICT NO. 40, THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORTZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORTZ ADAPTER AND CAP TO BE FORGED AND/OR EXTRUDED 6061-T6 ALU~11NUM ALLOY, HARD COAT ANODIZED. B. THREADED PORTION TO HAVE TWO SET SCREWS 180' APART AND NO LUGS. C. STORTZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1 /8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORTZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, TWO 3/4-INCH DIAMETER TIE RODS, OR MEGALUGS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SH.\LL BE FURNISHED WITH A BREAK-OFF FLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO (WATER) DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIA~IT. MUELLER CENTURION MOnEL A-423, CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED l~J PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED WHITE WITH TWO TOP COATS OF OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERA TING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS INDICATED OTHERWISE ON THE DRAWINGS OR REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT. 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE-MOU~ITED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 & AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH ~ION-RISING STEMS, OPEN COUNTERCLOCKWISE, AND BE EQUIPPED WITH AN 0-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWl~IGS. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CE~ITERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF CE~ITERING ROCK PLATE SUPPORT. LOCK DOWN SETSCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, A~m ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2: 1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 9408 AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPf<OVED EQUAL WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT TH[ VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4 INCH THICK BY 2 FEET WIDE ASPHALT OR COl•ICRETE COLLAR AROUHD VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. 7. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT. NO MARKER POST IS REQUIRED FOR VALVES LOCATED IN THE PAVEMENT OR IN A VAULT. MARl<ER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/8" X 39" BAR OF REl~JFORCINC STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE ENGINEER WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE l"AINTED WITH TWO COATS OF WHITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USl~IG A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WET TAPS TAPPING SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAINLESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASKET, OR EPOXY COATED LONG PATTERN SLEEVE, OR Al"PROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUAL AND SHALL CONFORM TO THE DRAWINGS, STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)8 OF TH[ STANDARD SPECIFICATIONS. INSTALL PLASTIC- COA TED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SH/\LL BE WITH COMPRESSION PACK JOINTS. METER BOX SHALL BE AS CALLED OUT ON THE SERVICE DETAIL ON THE DRAWINGS. METER BOXES LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE A TRAFFIC BEARING BOX AND COVER AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPA~JIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINr. METER BOXES SHALL BE FURNISHED BY DEVELOPER/CONTRACTOR AND INSTALLED BY CONTRACTOR. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR SIDEWALKS, TRAFFIC BOX AND COVER MUST BE APPROVED BY THE DISTRICT AND FURNISHED BY THE CONTRACTOR. TOUCH READ METERS A~m LIDS SHALL BE PROVIDED ON ALL PLATS AND LOTS. WATER SERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. ALL SERVICE LINES SHALL BE ONE-INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NO REVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITH COMPRESSION ADAPTER SHALL BE LOCATED AT APPROXIMATELY 10' ABOVE SPRING LINE PER THE STANDARD DETAIL SHOWN ON THE DRAWING!,. THE CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT. EXISTING WATER SERVICES WHICH NEED TO BE ABANDO~JED SHALL GE DISCONNECTED AT THE WATER MAIN CORPORATION STOP. THE CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.15 OF THE STANllARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-·03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MA TERI AL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMUITS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTIO~I 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACl~JG SHALL MEET CLASS B GRADING REQUIREMENTS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS ~IOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OW~IER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEME~IT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2 1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1 1/2 INCHES. CLASS El ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERI OU SLY DISTURBED, OR AT THE ENGINEER'S DISCRETION. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1 1 /2 INCHES OF CRUSHED SURF ACING TOP COURSE AND 2 1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTING DISC OR SIMILAR APPROVED TOOL PRIOR TO EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4 1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1 1/2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. ENGINEER RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JURISDICTION. CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE Ill CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, THE ROAD AGENCY WITH JURISDICTION, A~ID TO ITS ORIGINAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTOl(ED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER, DISTRICT, AND ENGINEER. UNCUL Tl VA TED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACl~IG CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAW-CUTTING OR NEAT-LINE JACK- HAMMERING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MA TERI AL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL OR ATB, OR POUR A 5-INCH MINIMUM THICKNESS OF CONCRETE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2 INCHES WITH ASPHALT CONCRETE CLASS B HOT MIX, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVl~JG. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SIL TING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE WATER MAIN INSTALLATION SHALL BE CLEA~JED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. SiJBMITTED F'OFl tiJ1q{o<o PERMrr DA-rE. \IJ ~ CD 0 ~ =2 ~ I~ (/) I g I~ CL (/) ~ _,v u 0 ~ a " .j w CL '< a > -> z w 0 () 0 0 i "' WO: 2'.<t -() ,__ CL -u. (/J ~ w <( CL (l'.Q w J: a" CL <( a a () 3 0 '° "' C: .9 "' co g [JJ C: "' :2 ~ ~ 0 "' ~ "' "' c,; _J ~ c,; "' Le "' '° ,,-"'l <n ,__ :, "' N (/J > N ... () ~ ... >< "' "' ~ u. 00 C -.... Q) Q) C -·- 00 C w '::c I .c .....,, 0 ~ .c -0 Cl:'. a::: I-z WO 0 I-_ -<( a::: (./) st-z w ~~ ~ wo w w a::: z <!'. a::: w ~ Os 0::: CfJW w ~ 0 Cf) oo6 s Cf) BASE MAP "' [JJ 0 _, Le (/J w a I- <!'. .....I a.. I- 0::: 0 I (./) 0::: w al ~ ::> I- a.. -0 .....I ::> ~ -ct () (/J (/J 2'. i's 0 w ,__ ci ~ CD ,~ 8 N ~ 0 0 0 z [JJ 0 ") (/J -> w (( 0 0 2 CL 0 ('J z U. z 0 j::: ~ 0 I- U) LLI er: w (.) <!'. LL er: ::> U) o6 (f) _J ~ er: w ~ ~ SHEET 3 OF 5 DRAWING I= 3 (LL.------------------------------------------------------------------------------------------------------------------------------------- ~ 0 I ;;:; "' 0 0 N / VI \? 9, z <:! iii w ? ;;:; "' 0 ;3, N s 0 "' 0 0 01 z 0 iii [l'. "' <fl X 0 () w I ll'. Cu co co w r ., 0 0 z c= HORIZONTAL BEND TEE VERTICAL BEND BLANK PLUG PLUGGED END FOR FUTURE EXPANSION PLATE VALVE ANCHOR PLUGGED TEE OFFSET PLUGGED CROSS 2-1 "BARS -\,~~s::: '<\,..,,-~-=0 V / ALTERNATE VERTICAL BEND PLUGGED CROSS NOTES: ------------··· ··-···------ ,. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. All BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. CONCRETE BLOCKING DETAIL NTS NOTF_;_ ~AETE!{ BOX SUPPLIED 8Y OWMER/CONTRACTOR, METE/< BOX SHAL.L BE MID-SfAfES PLASTIC HOPE NO. 1/18/2BXL WITH D.I. fOUCHREAD LID FOR 5/S"x 3/4" METERS OR MID-STATES PLASIIC HOPE METER BOX NO. BCF1324128 WITH 0.1. TOUCHREAD LIO FOR 1" METERS OR AS Af'PROVED BY DISTRICT. (SEE DWGS. 17 & 18) I lw z l:::J "' lie! IIETER LOCAnON W/ N07 ltsz SIDEWALK , \ [[ER LOCA !ION W/ SIDEWALK / I' BEHIND CURB (TYP.)-1 r / ---, r-1' BEHIND SIDEWALK (TYP.) OR AS DIRECTED BY DIST. / \ I OR AS DIRECTED BY DIST. / I ~0\ . .--=----'1' / L ---------· _____ _.,) La" MIN / 36" MIN _}/ -;:p-=L 3. MIN COVER 10" MAX. LAMGLE CURB STOP, LOCKWING / ' CLASS 200, HH.IOL /"PLASTIC L_ _____ VIATERMAIN SERVICE SADDLE AND PIPE, AS APPROVED BY SCWSD. CORPORATION STOP (SEE CONNECTION EXPANSION LOOPS MUS[ BE DETAIL DRAWING NOS. 15 & 20). HELD FLAT AS POSSIBLE. ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK = I ME rm BOX SUPPLIED BY OWNER/CONTRACTOR, w ~ I i,.1E rm aox SHALL BE M10-s r ATES PLASTIC z __, HOPE NO. 111812BXL WlTH D.I. TOUCHREAD LID I ti ~ FOR 5/B"x 3/4" 1'.lETERS OR MID-STATES ~ f5 PLASTIC HOPE METER BOX NO. BCFl-324128 C;:i ~ 'Ill TH D.I. TOUCH READ LID FOR 1" METERS OR u °' AS APPROVED BY DISTRICT. (SEE DWGS. 17 I I~ ~ w CL 0 "' CL CL & 18) 24"(TYP) --1 ~ / _ ~ ~:· MIN j~' ~1~,f_E__ -----I ------------------VJt 8' MIN I ~r_--~5 10" MAX. L -36" MIN J -3' MIN COVER AflGLE CURB STOP, LOCKWING 1 CLASS 200, HI-MOL /"PLASTIC WATERMAIN SERVICE SADDLE AND PIPE, AS APPROVED BY SCWSD. CORPORATION STOP (SEE CONNECTION EXPANSION LOOPS MUST BE DETAIL DRAWING NOS. 15 & 20), HELD FLAT AS POSSIBLE. ROADWAY WITH DITCHES TYPICAL ROADWAY SECTIONS (1) FOR RESIDENTIAL SUBDIVISIONS 2 NTS _,..,,-PROPERTY LINE OR [ ,_,-'. ESMT. LINE ',, ~ SEE NOTES* ~-18" l ", --(( . ' HYDRANT RUN; 1. LENGTH ESTABLISHED ON JOB, APPROVED BY EN@JEER. A. USE 6" DI PIPE, FLNJGED, (SHORT RUNS ONLY), 8. OR 6" DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS 'fllTH ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS, Nurs & BOLTS AFTER INSTALLATION OR MEGALUGS. HYDRANT; 1. SHALL BE CLEANSED & PRIME COATED WITH HEAVY DUTY BRUSH TYPE OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED \'/HITE. TWO TOP COATS SHALL BE OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. 2. STENCIL ON FACE OF HYDRANT BARREL WITH 2" BLACK LETTERS, THE DISTNlCE FROM HYDRANT TO CV. IN FEET. 3. SURF ACE TO BE: GRADED UNIFORMLY AROUND HYDRANT. (18" RADIUS). SLOPE AWAY w/ BRUSH FINISH 4. INSTALL STIMSONITE MODEL 88-A/BLUE REFLECTIVE PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE OF THE CENTER LINE OF THE ADJACENT STREET IN DIRECT LINE WITH fHE HYDRANT. * NOTE: .t; SEE NOTES\)---~--Ll ,£r~~-,~~-,,IC-K CONC // PAD 1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE NECESSARY IN CUT OR FILL AREAS. 2 NO GUARD POSTS. :/' ;:::.=---,/,{;l :/'_ ~-.....-'-~/-"' / / FIRE HYDRANT IN FILL Flf{E HYDRANT LOCATION IN CUT OR FILL 6~ 11 IICK CONC. PAD LIB.E_ HYDRANT PLAN VIEW VERTICAL 1/4" RAKE 6" THICK CONC. PAO 18' 1/2 YARD 1 1/4" WASHED ROCK VARIABLF" 4-"x 8"x16" MIN. CONCRETE BEARING BLOCK FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY-VERTICAL CURB NTS 6" GV 1 o· (0 I ,., ~I 5· 1--- FRONT ---------------- ' 0 GI ----4" BO 1 o· , .. it --- -1 5" I-- FRONT ('./ ('.) VALVE MARKER POST VALVE MARKER POST WILL BE REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE BOX IS AT FINISHED GRADE. BLOW-OFF ASSEMBLY MARKER POST BLOW-OFF MARKER POST WILL BE REQUIRED UNLESS BLOW-OFF IS lrl PAVEMENT. PROTEC f!VE PAD ----EDGE OF PAVEMENT 2"CLASS "8'' ASPHALTIC CONG, PROTECTIVE PAD SECTION VALVE BOX PROTECTIVE PAD NOTE: MARKER POST PAINTED WlfH 2 COATS OF WHITE PAINT, LETTERS SHALL BE 2" HIGI-I AND STENCILED IN BLACK PAl~H. MARKER POST SHALL BE LOCATED 10 FT. (MIN.) AWAY FROM EDGE OF ROAD WAY. VALVE BOX PROTECTION ~-PAD AND MARKER POST Qv NTS L----------------+---------------,---,------------+-----~------------- 2" AC PAVING CUBE D SOIL PIPE ~ (LENGTH AS REQUIRED) T L 4 1/4" DIA. X 1/B" MIN. THICKNESS NOTES: L, ,1•· wee ''""'" ec,s,mrnrn~: 1 /8' MINIMUM THICKNESS LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE. EXTEf!SIONS ARE REQUIRED WHEfl THE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT, GD VALVE OPERATING NUT EXTENSION 14 NTS I CORPORATION STOP MUELLER B-20013 (IPT) OR FORD F8500 ~y ;~:~;Ti~~E~J~E PLASTIC I -I PIPE WITH FORD NO. 72 SINGLE OR ~ ' STIFFENER INSERTED IN DOUBLE STRAP =f _LDl, END OF PIPE SADDLE (1PT) ____ IF, c-c==--=-=s-OR!iFl\l.---n NOTES: 'c-~----'-j= [f"_~illi\111 )il~ldJll---==)-<t- ~----LJ \_ COMPRESSION PACK JOINT, CLASS 52 (l; DUCTILE IRON r WATER MAIN PLAN FORD C16-44 (IPT) PACK JOINT COUPLING CLASS 200 OR MUELLER H-15454 ELEVATION 1. SERVICE LINE FITTINGS: All FITTINGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING TO C800-89. 2. MUNICIPAL SERVICE PIPE; IRON PIPE SIZE 10 ASTI" 0-2239 -SIOR 7(PE 3408) (HI-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE. 1" WATER SERVICE CONNECTION NTS SEPARATION REQUIREMENTS FOR WATER METERS/SERVICES v 5 FT. FROM POWER VAULTS, flANDHOLES AND STREET LIGHTS AND ELECTRICAL SERVICES. • 3 FT. FROM OTHER WATER METERS SERVICES, F. HYDS. AND B.O. ASSYS, l"MIN -2"1TAX. FRO,T INSIDE----,s/ FRONT WALL OF METER BOX (TYPICAL FOR All SERVICES) COMPRESSION PACK JOINT AOAP------ TER, MUST BE CAPABLE OF RE- CEIVING 3/4" OR /"ANGLE SfOP W/ NO ADDITIONAL FITTINGS. ]'' HI-MOL PLASTIC PIPE, Cl 200~----NOTE: DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT, SINGLE SERVICE METER SIZE METER BOX MID-STATES PLASTIC, INC. 3/4" HOPE METER BOX NO, BCF11 I 812BXL 0.1. TOUCHREAD LID NO. BCF1118AMR/TR 1 " HOPE METER BOX NO, BCF132412B 0.1. TOUCH READ LID NO. BCF1324 AMR/TR USE MID-STATES PLASTIC BOXES UNLESS OTHERWISE APPROVED BY DISTRICT (SEE DWGS W-17 & 18) 16 NTS /''", J-,, ,/ '·-.. ·-,,, / >( 3','·,>, ',f,/ '--, ' ., f DI METER LID w/TOUCH READ NO. BCF1118AMR/TR HOPE METER BOX NO. BC111812BXL FOR 5/8"x 3/4" METER NTS SUBf\~IT ... rED FOFl S/10 [00 ) CD 0 ~ =2 ~ (/) I a. (/) ~ u 0 _J ~ " _J ~~ a 2 .., a oa " ~ 6 Ci 0: "' a: -1--Q -Q V) <{ .., <{ Q a: Q .., a: J: a « U. '< Ci Ci 0 u 0 ;; 0 ....J % 0 co ....J w O> z c; "' _g " => 00 co 0 0) rn c; f :;j: O> "' ~ a ._ > "' "' ~ _J Cl) <( "' m m L._ £ 5' "' "' C "' '" co 00 f- ~ ui ui V) -~ => "' ._ > ~ " 0 0 2 ro 0 '" ~ X '° "' 0. "' "' LI,_ 00 C: -" (Q ._ -Ci Cl) _J Cl) ·-L._ C: :c V) .., 00 Ci C: w .c I ..., ..c: 0 .., -__, 0 ac: 0 n::: V) 0::: I-I- z ::5 WO 0 0.. I-_ I-~~ CJ) 0::: z w 0 ~~ I-I X CJ) wo w 0::: w 0::: z w <( ((l 0::: w ~ ~ Os :J 0::: I-U)w w 0.. QU) ~ -0 0~ ~ _J :J U) ~ BASE MAP SHEET 4 OF -1-- Q 5 V) ~ a a .., 1-- <{ a )- 0) 0 2 t- "' ' " 0 ~ w ~ ~ X w ~ (0 t-- 0 0 N ~ 0 0 0 2 0) 0 -, V) 0 " 2 Q 0 " 2 Q 0 w f- 0 z rn <( .. N .. -1-- Cl'. a: 0 t,1 J: ). CJ) _J ~ w 0 0::: w i 5 PEf1Mrr DA-rE DRAWING ~L _____________________ L _____________________ .L _____________________ ..1.. _____________ ....,.:a....:::.~:.;.;.;..;....;......, .............. _.... _____ _ GD TYPICAL SERVICE DETAIL VI re! 0 I <O " 0 0 N / V) ~ 7 z (!) Di w 7 ~ <o " 0 7 N 0 0 w -' C: "' 0 0 N z 0 V) (L w > VI X 0 u w I Q'. w V, ::J "' 0 0 $ z. n '" f-·< 0 '-5 z ;= f--- 10" MIN.-12" MAX.--- ¥,' & I" SERVICES (TYP) ----~-• 1"-2"-•li''I-~ • INLET / l EQUAL DIST. -+---+++-+-- EQUAL DIST. L NOTES: §1 ~l • . . FLOW ·~ . --~--I= • • . . I , r~·-= ' . . r• OUTLET 1. TH[ ANGLESTOP l~UST BE EQUAL DISTANCE FROM THE LONGITUDINAL SIDES OF THE METER BOX. THE OUTLET OF THE AIIGLESTOPS MUST BE BETWEEN 10"-12" BELOW THE BOTTOM OF THE METER BOX LID. THE ANGLESTOP MUST BE 1" MIN.-2" MAX. FROM THE LATITUDINAL END OF THE METER BOX AND MUST BE VERTICAL (90') TO GROUND LEVEL. 2. THE ANGLESTOP CONNECTION ON THE CUSTOMERS SIDE OF THE METER MUST REMAIN IN A VERTICAL POSITION AFTER THE CONNECTION TO THE CUSTOMERS LINE HAS BEEN COfAPLETED. 3. THE METER BOX MUST REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE & ITS BY-PRODUCTS. 4. METER BOX SUPPLIED BY OWNER/CONTRACTOR. METER BOX SHALL BE MID-STATES PLASTIC HOPE METER BOX NO. BCF111812BXL WITH 0.1. TOUCHREAD LID FOR 5/8"x 3/4" METERS OR MID-STATES PLASTIC HOPE METER BOX NO. BCF132412B WITH D.I. TOUCHREAD LID FOR 1" METERS OR AS APPROVED BY DISTRICT. (SEE OWGS. 17 & 18) GD METER INSTALLATION 19 NTS ... ,_ SUBfv11"fTED t-OR 5/\vl { c, 'D PE.R~Jirr [)ATE ,>. ,._ •• _._~ 2 0 -,_ Q - 13 1/) CJ a )- 0) 0 2 - ~ 1/) 2 0 -1/) -> CJ ll'. ~~'!'% 1,,, f .).' 0-•\ I -.; •/,/-: f ~ ... ~ M ;'i:''J : p'; ;-~ '_cj ~ ~ ,, N .~~" ,C"J!J:;; " 0 ··1: ·>:,: ~ '\-,r;, ~ ~1,s o ~ w ;;~ " ··\'J<//1:) ~ 0: ....... X w - \ J:: ~ :; <D ~ CD t--- -t_ 0 ' 0 ~ -, 0 ~ '' C"1 " ~ (/) I ~ ~ 0.. (/) ~ 0 u 0 0 a CJ Q" a > -> 2 CJ 0 0 () 0 "' ~ " 2 '" ll'. 21l'. -() ,_ Q -Q 1/) " CJ 0) "Q Q'.Q CJ ct :r: 0 a" "-" a a () --, u 0 ;:I; 0 _J ~ 0 ,,. co _J w "' z C "' tl, " . => 0 0) "' C C co "' "' :c ~ ~ a ~ " "' ~ " "' m ..J Q) ~ ~ a; "' le C: "' '° .,,-"1 ,,; ,_ .... ~ => "' 1/) 0 "' ~ N ~ > N " () 2 Q 0 ~ " (0 0 <ii ~ X "' " a.. N OJ LL. °" C: -" ·-0) ~ -Q) a ..J Q) ,.-le C: 1/) ·-:z: CJ a "' °" a 2 Q C: 0 UJ ..c w ,-.. -0 -..,, z ·-'fl_ I .c 0 -- CJ N " .... ..J -,_ 0 a:: 0 ll'. ll'. 0:: 0 CJ 1/) :r: > 0::: I-I- z <( WU _J 0 CL I-_ -I-~g: (/) z a: (/) w 0 _J ~~ I-:c j:: X (/) wo w a: w 0 w 0::: zw <( (0 a: 0::: w ~~ w Us I-a: ::> <( U)W w I-~ I-CL QU) <( 0 0 o?.S ~ _J ::> U) ~ BASE MAP SHEET 5 OF 5 0 -' CL '---------------------,-------------------..L.---------------------------------------..J'------·-----------------------------------L---------------------------------------.l:.DR .. A_w_,_N .. G ________ J C'ONDITIONS OF APPROVAL File Num1ier. L05S0009 File Namu: SINGH Short Plat Complete Application Date: March 10, 2005 J. ~ON: Pfopaefld Short Plat nMllld and recelwd .kdy 14, 2.00fi 1111 de6ttblli by Attad'lllant !. of 1111a repo!l III i,nd ~ app!WJ 81!1:jed il lhe ~ COltdlblS of hi 8l)lllOVli: 1.1111 propoeei ll1al Con~lll111cntth II piallklg pilMlilfls of 11119 111A of the ~ County Coda. 2. 3. A 8. 7. 8. 9. 10. 11 Al pall(IIII ~ an CIVfflllllhlp lntsreGt In the 8IJliject property lhell sigll on lhe faoo of lhe flnal lhclt llllx!Mliiln. Al ullltiea within piopoaed ~ nul be h:liided Yttiin a hnd'ice 8llll«JY8CI by the ~ Comly CoiJ0011 prior lo hi llllcrt plat lliOxd'iig 2005 KlnQ CollllY SUrlace W!ilir llaalgn Maull (SWOM-1111 klltowllig ant-. COIKillolll applud lo thli propoeei: TARGETED DRAINALlE REVIEW 1111 prllll068d 11m11 ~ RJqUna a Caftlgoiy !12 TU11J81iid OmlMga Rsll6w 18 ooUlned ii Chaptlr 1.1.2.2 In lhe 5ull80I Waler Deelgll Mmwa1. 1111 8ldulrlQ dl8lnaga &yl\lllm IOOIII be roodmad ta o:illect and ~ dlllnllge il'lrO lhe l)lllpllty fronlsge. B. ON-4lllE BMP'I 1111 piopalld CXH1111 ~ fllllGlll'il-fa' il!lill ille dnlklage BMP'118 oulllned In~ C: of Iha Surll!Di Waler llerdgn Maul. 1993 l<lna CountY Ibid SWtd8lda .final ehortplolepprovai Iha! requn ful ~ \\1111 the piO'AllorlB liltlorih kl Iha '1993 KCRS, ildudll1g qlneerinu plans iJr II IOlld ~ Toe ~klll plans td be pl-epni by a r;-o!esalanllll cM\ 9lll]lneer bfl88d ii 1118 lllate of Wuliingbl. DOES m,qlY raC011mends ttillt the~ plen8 be alilmlt!ed at leastlll» Ylll1II! p11ot lo the Olljliratlon dale of 1118 pllljecl. 1111 fclcM1llg candlllJll8_apply lo thli llhort plat unle a WllaMa ptnUllllt to the ~ pRlOlldlnl In KCRS 1.ll8 ls obllllned or ollaMIIII BAJl(Mld by ODES: A Fronlllgll ~ 8b1g SE 1112r,d SWet t,1111 ba ~ to Ulball ~ Medal Slamlilda per KCRS 3edloll 2.02. -0- lmprcMlmenls 8hall axflNxl along Iha m fnm(jll of Iha lite and nv.e alllndald co11111dlo111 il adjaoonl ln~1t0'/8II\IIRW. B. Forty-lwo Ital of ~W!ly(ROW) width lhu/l bo doolcallld nooh of lhll SE 1112r,d S1reit R/W Clll1ld1e, ~ Ult mxiag9 ollha • C. AfraqNlslll p!M11111111 lapili and im-1! ~ i!l!lllJ extend ea'it and waal of the projed'I tnxrtaga. D, ARoad V81laooe (KC fie Numberl.OOVO(MG)\11111 (Jrildilrhi11Maedlon ~l!ilh the ooodlllonlha!lha pdml llCOllll lwdbe lccallld at 1118 oalller of Iha llftlPilllY fronlloa. hldilooaly, approvd \11111 Qnl1ted fa' a IIWCilld mpplrllJ ~ dol!noe. E. Rlldmr1es, lumaha and ulllllN localud il'lrO the fi'ol1fage ol 1he 1111D allall be llk>callld, redael;,ted or retmYlld il matdt 1ho ulllnllllla roadway c1ee91 of SE 19:lm SlllNII v.tllOIII ~ roadlllde oblltadea pet KCRS Sed!olt 5.11. F. 1111 prllll068d PrfYll18 Ao:e&a Tllld (PAT) wM bo AMi8d lo fllooN adeqliala IICWlll width (20 IHt mllwm, ~ fRlm Iha pcftt ol OUMI) ta lolll 1 and 4. lNII ml requlraa aho!llil1lflJ Iha lill1Qilt ollha pa,ilm!dls IX)l1!cn lo!l 2 and 3. G. Tlla PAT ll1al be COl\8lnJcled per KCRS Sedloo 2.00.B. H. There llllrill be no cbl YIINwar ..-to or from SE 1112nd SWet from lhoel loln.tlk:h abut It. A note lo this el!lct lhll lllll)e!I' on Iha 8llgimi1g plans and hi tlholt plat I. The ftlbltlg NoU!8 i!l!lllJ be IOOlill of the lilal RIClMlrld rhott ewdlwllon (1) ~: King Comlyhal no ~llllblll)'lo buld, ~ ll1IS1flln orolh«llize8111Wl8ttll pdml 1100111 rordcon111iood wllhln or ptlWlcls Nl'lk:ll to Iha llftlPilllY daar.111«1 ii 111111 ilildtlll!lon. (2) Al prlwll81m ,n and orlracla li>be memlaiWid, ~and/OtlGbulltbythe-oflha psroms hlw!r,, :.,,,I_ lhare from and lhelr hen, lil8lgr18 or-. im1111 and uni! m iOOda n ~ Ii> King Coonty Road u1a<>.:1· re and llfli ·ledk WI"! and IICOllptild by King Coontyilr ~- Heellh (KCC 13), TIMI pillject la~ llool fllUw ~l Coonty HNlh Depwl,118lt ~-Ho\wwer, l ~-!11& ;uqund tom Iha Sel'illr Md/Drlha W8lir llllllricl, il1en Wlliflcllllon &I'd be required fnlm eaicl lllslr!d(e) lflitlha ~ il::W I;, fol bonded and/or lnutaled, prior ta llnal l1kl!ll'dlll] IA Iha Ghort pi,11. . lluldm and Cootdnlcllon Stu11dll11Js Q1le 16): The &pllllcant Iha/I C011W wit!, II applk:abial plMilonl ol KCC !6.a'l. FIAi Code 1KCC 1D-8edlon 90.2 ollhe 1007 cdtlml of U1*bmo Fh Code-Tlla Fn ~ apjli'll'llll 11 !Jllfllid 1111 fl!OllOlld. Den81ty and Dlmedlliolll (KCC 21A 12) ·Al Iola il!lll lllllllllhe den8lty and dfmelllilol11 ~ of Iha R-8 zone dwi'ialllon or lhell bo 1111 aholm on Iha lace of Iha approwxl pi\timiy lhorl aoodMl!on, whl:IMr II largor. Milar mleionl il Iha thort l1WdM8loo, lll!lch do not llllWII In llilalllll1IIII dlangaa and.lot do not cmte eddlllonsl loll 11111)' be IIPPIOWd at Iha dlaalllon ol lhe Depedrnlllt of OeYelopmenl and Erritronmenla S4Mcea. TIie eidellng 11ous8 on Iha a!te 1111111 be remowd prier il V111 finiil app<OYlll and ~- 81r161 T-(KCC 21A 161 • SWet bllllll 1h11 ba pro'll(led 18 !ololll (par KCR8 5.03 and KCC 21A 18.o&I~ A Tmnhall ba plrild al a 1119 of ooo ln!e lor ewry >IO leal of flonll!IJe llfcxll] SE 1112r,d Snit nl Iha pri'lata lmctv.!lenl It C1111 be 8CilCIIIIIIOdal. ~ 11111)' ba madfled lo illXIOlimxfale ~ dilBnc9 ~ for d!MIWl)l and JnlBmdiooiL e. TRIii 8hllll be kmld l'dlhln Iha anal l\'IH)l-way and planted ii illXiOlmlCll llllh Dm,iig No. 5-008 of Iha 1983 King County Road Stlll1danle, 1m11 King Coonty Depatimoot rJ TratllflOl lallon detoonilla 1hal nes ahoud ool be kxallid II Iha llmi~- c. W king Calllty delell!nl Ihm! Iha required mel M llilook! net be localld wllhl1 the ~. they lflall bl loc:at8d no 111C118llwl20111111 lrom 1ho anal ,ight-ol-way h. D. The lnlee llliall beOlll!Sd and malnlaJned bylhe~ lot-orthe homacMllalll 1Btiath1 orohr11111blllle Cllfl&lilllllloo Lllleaa lhe Coonty haa l!dapill!l a~ piOgllMII. Ollnelllip and mllkllinaJlal Iha! be nofad on 11111 face of Iha llnal rvconled plat. E. The 8l18dl6 oltreae al18ll be approwxl by DOES Jlocellid wlltm 1he riglU-¥,ay, snd &hall not rialKl8 popw, cdtonwolod, aott maples, gum, 811)' ~ treae, t1t any olhel bee or lhrub wlloee rocla 11n1 llll8ly to obslruct !l8lllla1y or llbm-. or that Is not C011!pllltie ll>ilh owd1elld utlllly llna8. F. The lllll)lk:aril ahal mn!t a GlllllJt 111111 plrin and bood qusrnlty &hell! fa' r8Yl6w and llfll)fOWI by DOfS prior il ~ plrin 8j)llltfi8I. o. The llllJlbnlahell oonlad Mello SerAce Planning at884-18221odeflimlnll ttSE 192nd S!reetlaona bus M Wltll a bus -1ho enet 1ree plan llhiall lllio be /ffll\\1ld by Mello. H. The llffllf!l flOOl liMI be lllllillGd and ililp!ICt8d, ore peilonllliOOll bond pcellld prior*> ~ of lhe plat. tt u pllltlnnanc8 bond Is pcieled, lhe alllei 1tela MUOI lie lflill1led and illSjllldBd wlihln ooo 1W of l800Rilg of Iha plat. Al lhe tkna of h l!p8Cllor, I Iha lreaa 819 foond lo be lrlllilled per the ljlflmWd plan, a maintenlml bond mual be IWbmltsd or Iha petfonnance bond replaced 'MIil a rnelnlllnanrce bond, and held fclr ona yoor. Mlrooo )'lll!f, lhe meillel11111C& bond lllllY ba releaaed * DllE8 hl8 0011ipl&led 8 8800lid ln8pedloll l!lld dlllemiJned that the lreeo hl!Y8 bean~ helilhy and l!rM~. 12. RlJQd fRllgalloll Payment S)'IIBnl • The epp11cantor11Jbeaqoont011neraha.'I CDnWwlih Road Mlllgatlon Payment S)lllinl (MPS~ ~ ComlyCade 1•.15, by~ Ille llqllnd MPS fee nlmlnlilnlllon fee a clailm*lld by~Coonty Oepaib111111tof T~ The BADll llill an opllon il either. A Pay Iha MPS fee atftnlll ml plat recoollng. Wilm opllon Iii <Jm;n, lhe fee paid llhlll be Iha fee ii effud at Iha lime of i.lO!lplal ~ and a ooieahll be~ onlhefaoo ollhasltorl plallhatraedl, 'Allllet!IIIQIPl bf King County code 14.76, MllfOiilan Paymant Syll!im (MPS) haw ooan pill!.' Or B. Pay Iha MPS lea at Iha tkna of buldlng pemit iseullrlce. tt fl1il Cjlllofl Is choeen, Iha fee pill! lihall be Iha amoont ii efllid 18 of Iha dale ot 1he bulldilll] pmt applk:allon. @ll!lli'~ A Pre1i1111111y epplOVIII ol lhla eppl!callo,1 does not fir.II Iha appllc&rih mlpOlidl/ll!y lo oblail Birf lllQIPl poontt or lkJenee frool lhe Stale or clhef ..-Y body. Thia lllll)' llduile, but ool lie lmllld ta, oblalnl~ a foll!9t ptadlce permit, an HPA perrnlf, bulclr(j permla, and ol,erl'JIA'llof~IIS~by~ B. The elYJlt llibdMelon ehllll oonbm to KCC 16.82 N1a1ir'G to gllllillg on ptMlle llftll)illly. C. ~llf 1118 IM>)IK:l property lllll)' l6QIBt ~ 'jjlh UJG Wllli1lniJIOO Slal8 ~ of Llcinlng, Rtal Ellate lllvl&lon /JENCHMARK: 1(/NG COUNTY BENCHMARK NO. 5809 toUND CONCRETE MONUMENT W/ TACK IN L£AD AT SOUTHEAST tORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 £AST, W.M. i.'LEVATION = 514.98 U.S. FEET SHAKES, ASPHALT SHINGLES, OR TILES DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET LEGAL DESCRIPTIONS: TAX PARCEL NO. 322305-9038 • ., 2•-3• 1/2" EXT. PLYWOOD COVER GABLE ENOS WITH 1/2" EXT. Pl YWOOD TRIANGLE -27"X16"X16" LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE: SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. SHEET /NJ).EX: 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN J EROSION CONTROL PLAN 4 STORM AND GRADING PLAN 5 ROAD IMPROVEMENTS/ STREET TREE PLAN 6 DETAILS SL-1 ILLUMINATION AND PAVEMENT MARKING PLAN SL-2 ILLUMINATION DETAILS 1 OF 2 SL-J ILLUMINATION DETAILS 2 OF 2 TC-1 TEMPORARY TRAFFIC CONTROL L 1. 0 TREE RETENTION PLAN ABBREVIATIONS BLC C CB Cl co BUILDING CORNER COMPACT CATCH BASIN CLASS cLE:AN our STORM DRAIN D DDCV DI DOUBLE DETECTOR CHECK VALVE DUCTILE IRON OS D/W EL ESMT FD FDC FF FHY FL H/C IE LF L/S DOWNSPOUT DRIVE:WAY £LE:VATION EASEMENT FOUNDATION DRAIN FIR£ DEPT. CONNE:CTION FINISH FLOOR FIR£ HYDRANT FLANGE JOINT HANDICAP INVERT ELEVATION LINEAR FEET LANDSCAPING LECEN.D: l)JJ:SCRIP:t!ON N.E!Y STORM SEWER SANITARY SEWER WATER AC PAVING CONG. SIDEWALK xx.xx ,,-- MH MJ OVHD PL R R/W s SQ FT S/W TC TP U.N.O. s w £ N NW SW NE SE SPOT ELEVATION.S CONTOURS PARKING ~--50-~ STORM CA TCHBASIN SANITARY SEWER MANHOLE WATE:R VALVE FIR£ HYDRANT UTILITY POLE D£CIDUOUS TREE CONIFER TR££ LIGHT POL£ GUY WIRE WATE:R METER BOLLARD SILT FENCE CLEARING LIMIT MANHOLE: MECHANICAL JOINT OVERHEAD PROPERTY LIN£ RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDE:WALk TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH Wi"ST £AST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST SXIS1'/N(J EX. STORM ---- [(;:.::::[ xx xx ,,-- ---50-- 0 llllll SIOEWALK SEE DETAIL DETAIL ..f'.._!!AX. OVERHANG EACH SIDE 6'-0" 4" X 4" WOOD POST 18" SECTION A-A 4" TYP. 10 BOXES MAX. FACE OF CUllB ELEVATION VARIES <(l 2'-0" 10'-o" • 'i' 1o SIDEWALK -VERTICAL OR ROLLED CURB miMAILBOX CWSTER [t1:11i~1:1ii:i:1mm VERTICAL OR ROLLED CURB - VERTICAL CURB I <,: ___i NOTES: 1. FOR THREE OR MORE MAILBOXES ON URBAN RESIDENTIAL ACCESS STREETS WHERE THE SPEED LIMIT IS 25 MPH. 2. MAILBOX HEIGHT VARIES ACCORDING TO THE 1YPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. 3. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX S1YLE AND METHOD OF ADDRESS IDENTIFICATION. 4. LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE REVIEWING AGENCY. 5. WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCf(. 6. FOR MAILBOX CLUSTER LOCATION IN SHOULDER SECTION SEE DWG. NO. 5-011 7. SEE SEC. 5-04. 8. OPTIONAL NEWSPAPER BOX STRUCTURES ARE SUBJECT TO APPROVAL OF REVIEWING AGENCY. DTL 1 /1. MAILBOX • NTS b ' I ,!; "' :::, ------------ Vici n it y M a p 11328 SE 192ND ST 98055 Soils Map SITE SOIL: AgB SE 192ND ST Notice Required Contractors shall notify operators who mafnto!n underground L1tillty Jines In the area of proposed excavation or blasting at Jeost two business days, but not more than ten working days prior to commencement of exca1,1atloh or demolition In accordance with RCW Titre 19. Nomes and telephone f\Umbers of the operators of underground utfllty lines In this project appear ~elow. These numbers shall also be used to serve In on emergency conditions as requlred. Phone SOOS CREEK WATER AND SEWER DISTRICT 253-630-9900 Sanitary Sewer SOOS CREEK WATER AND SEWER DISTRICT 253-630-9900 Water District Gos Company PUGET SOUND ENERGY 888-321-7779 Power Company Coll Before You Dig DIAL-A-DIG 1-800-424-5555 Notes 1. The Developer Is required to notify the Land Use Services Dlv!alcin, Lond Use Inspection Section (206) 296-6642, three days prfor to the beginning of construction for a preconstructlon conference and specifically n~quest Inspection before beginning: _ A. lnstalllng siltation and erosion control measures B. Clearing and grubbing C. Earth work D. lnstal!otlon of any underground utlllty E. Before placlng subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the offfce of the Resident Engineer, Washington State Deportment of Transportation, before any construction is started on any existing state route. 3. A Hydroullc Project Approval (HPA) Permit must be obtained from the Washington State Deportment of Fisheries prfor to any work when required. Bonding Information Restoration Bond Amount $ ------- Performance Bond Amount $ -----· -----------------------:_u_ Site Pl an Approval Approval of these plans is for construction of road 01Jd drainage improvements, site drainage & grading and temporary erosion control In unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed In any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township I 21 31 Range Tax Parcel Number ! 3 I 2 I Io I 5 I J31212l3IOl51 I 9 Io I 318 I Site Location Is within the --------drolnoge shed(s) Pro Rato Share Assessment(s) ore: D Required D Not Required from the site du~i to development for !ncrea::ied storm water runoff. Peak Runoff Assessment Rote($ ) per c.f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increaaes.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received Right-of-Way Use Permit Grading Bu lldlng/Structural Other _____________ _ Date Ernergency 911 Pol ice-Fire-Rescue RECOMMENDED FOR APPROVAL 3 -z :,,--<>ls Engineer .Supervisor Traffic & Planning Engineer E,& King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Date @) King County, Washington James H. Sanders, P.E. Development Engineer a; ..., __ o_u_R_D_E_v_s_l_N_GH _________ 425-271-6728 Q. 0 ..2e~Q.) " ..., " U) > C C: a Name Phone ~8~j~1~9~10~0:......:1~0~4T~H.;_cP~L~A~C~E~S~E~,~R~E~N~TO~N~,c...:.:W~A--'9~8~0~5~5--- 0 llll O Address and Zip Code .Q- iii " L. L. <I) " " ..., C C u, ;,: ;,: ::, 00~ IZJ D D A Partnership llll An Individual _G_U_R_D_EV_S_IN_G_H ________ 425-271-6728 Name Phone 19100 104 TH PLACE SE, RENTON, WA 98055 Address and Zip Code 00 A Corporation D A Partnership 0 An Individual ~C--'R_AM...:.E=R'--Nc.:Oc:.R.c.:TH.c..W...:E:.:S...:.T--'1--'N.::.C.'---~--253-852-4880 Name Phone 945 N CENTRAL KENT, WA 98032 o IX] Address and Zip Code • e-.. ~ ~ tr.i ~ ~ 0 I:.) 0 ... 0 a:: U) CD 0 -l • I.. (I,) ..0 E :::, z . :::;i ~ 1:-;' • V'.l ~:'11 -....ki . lo h "'-1 0 "' ~ I N Ii) "' r, "' Ii) N -..., ~ r,-j ~ o..;i:.:i~~ h~~E--. e:; C!, ak,~~ ~ a E--. i:xj • e:; V'.l tl:1 ~~ ~ C!, ,._ !<; C>-) ~ ~ P.i <;\l ::,. r,-j ~ ~ i:.q ti:j a Fil ~ V'.l c..i ~ E--. ~ C!, C!, !<; e:;~~~ aq . k, E-:1 <;\l h C>-) li~ aa ...:i h c..i ~ ~ O> 0 0 0 (/) I() g . . I.. 11.) .0 E ::, z >, ..... .... (.) ·-> .92., ·-..... 0 (.) I.. <( a. ti.I I.. Q) .0 o E z :::, .... z C Q) ~= ELL. a. >, o...., qi C > ::, Cl) 0 cu License/Seal EXPIRES Sheet 1 of 6 ---.. -...... .,,..,--.,··-·------------------------------------------------·-----------------.1.------------------,----..J-------------------.....I.--------' ---------------------------------------------------------------r----,·-111 HORIZONTAL CONTROL PLAN 7 0-1 I I I I I I I I I I I I I FOUND 1/t' REBAR W/ NO CAP I 0.51' S. &: 0.84' W. OF PROP. ~ I FOUND t/t' REBAR W/ NO CAP / I 0.66' S. &: 0.4J' W. OF PROP. CGR. I I I I " LOT 15 I / I I I I / I I I I I 80.62' LOT 2 / I OJ 5,659± SQ. FT. cli TRACT F ~ ~ ~ \u 588 '50 '36"£ 65.J4' LOTA K.C.L.LA. 1'0. 128X>2"1 I I I I I I I I I " LOT I ill /il 4,709± SQ. FT, -- I I I Ii 31'2030" Rac/=25.00' \ Arc=13.68' 36.12' ~-------------------/ 1 REC. NO. 9201220877 ,i 90 '00 // ~ Rad=25 ) / , Arc•39 c-----~------------------------ oo:~·3930· 00, Rarl=25.00' '21, Arc=25.60' -----. ' . el \!I CONCRETE V£RnCAL CURB FOUND CONCRETf MONUMENT W BRIISS DISK IN CASE (S. 1/4 CDR.} ~--+----- / ® ..,scc1fECCB,;;E""NC;;;H;;;,MA,?RK~·1t"""a--' Rt.\/ OF SEWER MN/HOLE EL.• 502.97 U.S. FEET CURVE TABLE: UN£ DELTA RADIUS Cl 89'J4'41" 25.00' C2 90"25'19" 25.00' ARC J9.09' J9.45' I I I I I I I I l'l lil i< "' " / I ~ / I I / ' FOR CURDEV SI.NCH LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON I I I I LOT 16 I I I I J J FOUND t It' REBAR WI NO CAP I I rv I I I I I LOTl7 FOUND 1 /2' REBAR W/ NO CAP & 0.47' W. OF PROP. COR. SB8 '50 '36'E 161.23' O.J5' N. &: 0.44' W. OF PROP. COR. :~ /O.t5'N. ' -------80.B2' ------------? LOT J " 5,659± SQ. FT. <XJ ill ,i; 'cf, \u (:/ ~ LOT2 ~ K.C.S.P. NO. 482001 ~ 24,/60± SQ. FT. LOT le> I(? 588 '50 '36 'E 65 .14 ' ~ i" ~ p " !!I p R] ffl ~ ~ \u 15.00' 15.00' "' " ~ S88 '50 36 'E 30.00' ~ ~ ~ ~ al LOT 4 4,72/lt SQ. FT. . .... P.A.T. 1,624± SQ. FT. \__ 0"' SfTE BENCHMARK • A" TOP CENTER BOLT ON F.H. fl.a 510.2J U.S. FEET 80.00' 39.40' 155.52' 12' TO BE OED/CA/ED UPON 8 RECORDING OF THIS SHORT PLAT !)j 134.0D' CURB CUT CURB CUT S.Ji,'. 192NlJ S7'. N88 '50 '36'!1 2624.84' (MEAS.) " OJ ,!:_ ---------------------? ' ' ' ' ' ' ' ' . --------- :g ' . : lil ' ' ' ' ' : ,.,.#~ REC. NO. 9201220871 (-------------2 655.75' ---- FOUND CONCREIE MONUMENT W TACK IN LEAD IN CASE (5.E. SE. COR.) --__j_ ---~~ ~ ----~ GRAPHIC SCALE 1" =20' "Iii -20 • 0 BASIS OF BEARINGS: 20 BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH BB'50'J6'' WEST AS Sr/OWN ON THE Pl.AT OF CHINQUAP/N RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: 'I LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SNORT PLAT RECORDED UNDER RECORDING NO. 8.303080870, RECORDS OF KING COUNTY, WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. 5B09 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION J2, TOWNSrl/P 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCr/MARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELEVATION = 510.23 U.S. FEET. SITE BENCr/MARK "B" RIM OF SEWER MANr/OLE ELEVATION = 502.97 U.S. FEET. CON'.rOUR INTERVAL: 2.00 U.S. FEET. LEGEND: Q FOUND REBAR W/ NO CAP AS DESCRIBED @ SANITARY SEWER MANHOLE 6, FIRE HYDRANT ~-+-------~===~~===,_-_,-J2 JJ N89 '29 '13"E 2663.03' ' ALUMINUM CAP W PUNCH ON. 1.5' SfC· + CALC'D CENTER OF SECTION (PER PLAT OF CHINQUAPIN RIDGE, + VOL. 159 PGS. 56-62 SUBDIVISION HELO PER TH£ Pl.AT OF CHINQUAP/N RIDGE, VOL. 159 PGS. 56-62 RECORDS OF KING COUNTY WASHINGTON. FOUND CASED CONG. MON. ~2-+---- 5 C W/ BRASS TACK VISITE:D ON 8-f-04 FOUND CASED CONG. MON. W/ BRASS TACK VISITE:O ON 8-4-04 ---_ S.:._lf. 19.ZNO ~T. _ --- NB8 '50 '36'1'1 2624.84 · /1£ASJ 2624.82' (PLAT) -----~JJ 5 4 PROJECT NAME: 5/NGH SP CRfATfO: Mon: '\ug 18 08:50:00 2004 PREV. PLOT: Thu Jun 14 15:-36:JO 20 PLOTffD: Tue., Mar. 18, 2008, 11:16:0 Delta1 ( I • ~ .; &.:' • 1:/J ~ ,~ .... r.:j !lei IQ r,j~ ~i~ ~ ::i:: e,.; ~ ~ ~ lir., ~~ fi3 Ce,.; ~ ~ ~{~i:i r.q .... C,J §!lei~~ ~ t.)r,j~~ ~~~8 ~ lir., e-; ~ ~ ~oij ~ ....... ~ Cl!" ~ e,.; Q) tt: ~~ 0~ '4 e-; t.:, ~ t:J "' 0 0 " ,-.. oj X ~ IJ • ... ..: ....., 0 I() :le Ill (/) 01 ' I-~ <i (l) I ~ (l) " w Ill C 00 ,... ·-,-.. <{ CJ) " "' c::, "' Ill C 0 " w 00 ....., 01 ---------------------------------------~_j __ _ w N s HOUSE (SCALE:D) E HOUSE: I mACT F TEMPORARY EROSION CONTROL SEED MIX % Weight % Purity % Germination Chewings or red fescue 40 98 90 Festuca. rubra. va.r. oommu.ta.ta or Festuca rubra 40 98 90 ~nnual or perennial rye Lolium mu.ltiflorum or lolium perenne 10 92 85 Redtop or colonial bentgrass Agrostis alba or Agrostis tenuis White dutch clover Tri.jolium repens LOT 15 LOT 2 5, 659± SQ. rT. • 18" APRICOT 10 r------, I I I GARAGE \ \ F.F.= 512.4± I \ (TD BE REMOVED) I I 98 LOT 16 LOT J 5,659± SQ. FT 90 HOUSE: (SCAL£D) I \ ,... , ~---,~ i-------..... . \ / ' I / " I V -----, \ I /,../ " \ GRAVEL / ', \ I /,y I LOT 2 ', \ I / ;'., K.C.S.P. 110. 482007 \ \ EROSION. CON1'ROL PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 17 SHED HOUSE (SCALE:D) LOT 18 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ,-----EQUIVALENT, IF STANDARD-~~ STRENGTH FABRIC USED FILTER FABRIC --- ~ MINIMUM 4"x4" TRENCH// BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5'/' WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 3/3, • SILT FENCE DTL NTS EX. CB'S #7, RIM=507.45 "' GENERAL N01ES 1. All construction shall be in accordance with the King County Code (KCC), King County Rood Standard, (KCRS), King County Surface Water Design Monuol (KCSWDM) and the conditions of preliminary subdMsion approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or voriotion from the obove requirements found In these plons. All corrections sholl be ot no additional cost or liability to King County. 2. The design elements within these plans hove been reviewed occording to the King County Deportment of Development and Environmental Services (DDES) Engineering Review checklist. Some elements moy have been overlooked or missed by the ODES plan reviewer. Any variance from odopted standards is not allowed unless specifically approved by King County prior to construction. 3. Approval of this rood, grading, ond drainage pion does not constitute an approval of any other construction (e.g., domestic water conveyance, sewer conveyance, gos, electrical, etc.). 4. Before any construction or development activity, o preconstruction meeting must be held between the ODES Lond Use Inspection Section, the Applicant, ond the Applicant's Construction Representative. 5. A copy of these approved plons must be on the job site whenever construction is in progress. 6. Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this Is 7o.m. to 10 p.m. on weekdays and 9 o.m. to 10 p.m. on weekends. 7. It shall be the Applicant's/Contractor's responsibility to obtain all construction easements necessary before initiating off-site work within the rood right-of-way. 8. Franchised utilities or other lnstollotlons that are not shown on these approved plans shall not be constructed unless on opproved set of plans that meets all requirements of KCRS Chapter 8 is submitted to the ODES Land Use Inspection Section three days prior to construction. 9. Datum shall be NAVO 1988 unless otherwise approved by ODES. 10. Groundwater system construction sholl be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed in accordance with Section 81 3.02 of the APWA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open cutting of existing roadways Is not allowed unless specifically approved by DOES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03(8)3. 14. The Contractor shell be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, ond safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right-of-way that may interrupt normal traffic How shall require ot least one flogger for eoch lone of traffic affected. Section 1-07.23, 'Traffic Control,' of the WSDOT Standard Specifications shall apply in its entirety. EROSION AND SEDIMENT CONTROL NOTES 1. Approval of this erosion and sediment control (ESC) pion does not constitute on opproval of permanent road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the opplicont/ESC supervisor until oil construction is approved. LOT A K.C.L.L.A. NO. 1285027 0 I \ / ' 24,160± so. FT. \ \\OBEREMOVW(. -------, \ -~ &,'>:ff -\ -~- S 1£=504.91 (12" ADS) E IE=504,g6 (12' RCP) NE IE=505.37 (6' PVC) 1/8. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N 1£=504.54 (12' ADS) 3. Tne boundaries of the clearing limits shown on this pion shall be clearly flogged by a continuous length of survey tape ( or fencing, if required) prior to construction. During the construction period, no disturbance beyond 1he clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. CLEARING LIMITS, TYP ( ( " LOT I 4,709± SQ. rT. 18" APPLE ~ t I ,tf~ff I I I I • ~ I I 11 1<r0' I I I I f I \ 11,.--I I I 7 ". """'' ,~-~ \ \ ' ~R PSE \ I I I I ~1 \ \ I I I I I \ I -I I I I I I T I \ I I I L ,-..J I I I --S.::::.:: .J I I I ~ lcl I I S; < ----------I ~ I k___ ·11 1W I I\'/, 10:s: I I '"'-'. Fr l~l"I LOT 4 4, 720± SQ. FT. r1 ~ I \ I I INLEr PROTECTION 1 I <! -~ '·-, I \ DTL 1/3 ,__-"s;::---:-:-~N.,...,..,...,.i,i~~~I=--~ '-... 1 f--.-I '~s00 ' --_-~r~l -. ~1~-~ so4-------:::;, / -;-\ \ --:,;I= -z:I -.;;;..,_ ------sos I V ---... CURB CUT URB ---'-" £XIRU0£0 CURB ---->lll/\1/\ I I #8 ----- HOUSE REC. NO. 9201220877 -----... EX. CONG. W 1£=504.37 (12" ADS) #9. RIM=500.40 E 1£=497.06 (12' ADS) W IE=497.06 (12' ADS) -t-SITE BENCHMARK '8" 279' SILTFENCE DTL 3/3 CONSTRUC ON ENTRANCE DTL 2/3 N88'50'36'W -t-6-55.75' ---- FOR ASPHALT EOG[ RIM OF SEWER MANHOLE EL.=502.97 U.S. FEET ~-' SSMH RIM=502.97 8" PVC E.-W. CTR. CHANNEL=489.72 EROSION CONTROL PLAN 1" =20' OVERFLOW POROUS BOTTOM / NOTE: THIS DETAIL JS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0,5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. DTL 1L3. • INLET PROTECTION NTS $89'04'1J'E 295.77' --- 0' " ~ '~ 0 \, !SP/IALT EDGE 87' SILT FENCE DTL 3/3 10' SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 ~I I I 4-6" Length may be modified by ODES inspector as site conditions warrant. DTL 2/3. CONSTRUCTION ENTRANCE ' NTS 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre-construction meeting. 2. Flog or fence clearing limits. 4. The ESC facilities shown on this plan must be constructed prior to or in conjunction with oil clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan ore the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events ond modified to account for changing site conditions ( e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities shall be inspected doily by the opplicont/ESC supervisor ond maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (Moy 1 to Sept. 30). 7. Any oreos of exposed soils, including roadway embankments, that will not be disturbed for two do)S during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 9. 11,c ESC faclllties on inactive sites shall be Inspected and maintained a minimum of once o month or within forti-·oight ( 48) hours following a storm event. 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 11. Stabilized construction entrances and roads shall be Installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that oil paved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility Is to function ultimately us on infiltration system, the temporary facility must be graded so that the bottom and sides ore at least ;three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied ot a minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones con be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch mop of those areas to be seeded and those areas to remain uncovered shall be submitted to the DDES Inspector. The DOES Inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. 3. Post Notice of Construction Activity sign with name and phone number of ESC super'lisor. 4. Grade and install construction entronce(s). 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Grode ond stabilize construction roads. 7. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control meosures In occordonce with King County standards and monufocturer's recommendations. 9. Relocate surface water controls and erosion control measures or install new measures so that as site conditions change the erosion and sediment control is olways in accordance with the King County Erosion and Sediment Control Standards. 10. Co'ler oil areas tho! will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 11. Stabilize all areas that reach final grade within seven days. 12. Seed or sod any areas to remain unworked for more than 30 days. 13. Upon completion of the project, oil disturbed areas must be stabilized and best management practices removed if appropriate. 'G COUNlY D.D.E.S. ,~ax. e.6-l -?frir ,:,8' ivi8 nijmeer ' Compieion Date @it.. D-pL ,-;f -a~ Seniof En eer Completion o\e JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Approval Dale Comments: ~ ~ i...1 0 ~ ~ C,,) ~ ~ l"/j 0 ~ • • (/) a::: w w z <.:) z w . ~ ~ e-..· ' CiJ ~~ ..... ~ • I.() e-..""1 ~ Ct:i t5 Q,, f-.1 ~ ~ .... ~~E-, R; C!, ~~~~ CiJ C) "" R; CiJ ~{~~ C!, ,._ :.::; C'.) :,..,· :;j i:.i C\l h ~ Ct:i f'.:i ~ ""1 b:j C) ~ ~ CiJ I;.) :::i "" ~ C!, C!, :.::; C) :.::; R;"-<h ~ C) t:::\ -~ £:r.1 C\l "" C'.) 23 :<; C) ~ ...:i "" (;, ;;j ~ ' z ,,..., If) C ~ 0 C> .2 ..... 0 ij I N If) 00 ,...., t<) If) N ~.~ ~ w :r: Vl L..--------------·--·---·-----------------------------------------------------------------------------------....._ ____ ___, ~ I N w /' E s *' NOTE: ELEVATIONS ARE GIVEN FOR THE CONDITON THAT NO ROLLED CURB IS PRESENT. SINCE THERE IS A CURB, THE TOP OF THE CURB WOULD BE .50' HIGHER HOUSE (SCALED) LOT A K.C.L.L.A. NO. 1285027 " -+---------PD" LO O~o <no,n HOUSE I TRACT F "' ,n 0 ,n m 0 ,n LOT 15 LOT 2 s,659± so. n. 25' T1 TYP. T2 T3 \ LOT I T 4,709± so. FT.. 25' JYP. 'io 10' TYP. U' ;;, I ' ., \ ' ~\ a=so6.~ a 1' ~; II T6 0' ~ "' LOT 16 -j-- 'io DOWNSPOUT 1 DISPERSION DTL 1/4 T7 lYP I T8 LOT 3 I 5,659± SQ. FT. T9 25' TYP. LOT 2 K.C.S.P. NO. 482007 24,160± SQ. FT. STORM & GRADING PLAN HOUSE (SCALED) FOR GURDEV SINGH SHORT PLAT' LOCATED IN THE S.E. 1/4, OF' THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, NEW HOME, TYP (APPROXIMATIE LOCATION AND SIZE) --..L_ J_ __ _ T T12 LOT 4 4.720± so. rr. LOT 17 I i SHE:D KING COUNTY, WASHINGTON HOUSE (SCAL£D) LOT 18 HOUSE 2 N W1 W2 W3 ROCK WALL INFORMATION TABLE LOCATION WALL EL. IFTl STATION & OFFSET TOP BOTIOM STA 9+80. 35 LT 502.5 500 STA 10+00, 35 LT 504.9 502.4 STA 10+00, 44 LT 506.25 506 EX. CB'S #7. RIM=507.45 S IE=504.91 (12' ADS) E IE=504.96 (12' RCP) NE IE=505.37 (6' PVC) #8, RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) #9, RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) W.M., notched grade board txt notches 18" o.c. 1k l_ . 0 l[) galvanized bolts • .... .... " • .... . ' O.D. end cap or plug clean out wye from pipe 4" or 6" perforated pipe laid flat/level type I CB w/solid cover (locking) D :_____.../k influent pipe (max design flow ~ 0.5 CFS per trench) clean out wye from pipe . pipe O.D. 1·-0 min flow to second di~f ersal trench 1 necessary t flow to other branching CB's as necessary type I CB w/solid cover ...,._ 18" o.c. I -----==--::1...j l-,.t--2'' CURB FLOW LINE .... ·'-·' .. ,.,... 2" X 12" pressure treated grade board T NEW ROCK WALL DTL 6/6 -_ ~- ASPHALT £DC[ W1 STA=9 93.67, 27.88' LT EL=501.50 (FL) STA 10+00 W3 ----- --~---+-1----- SITE BENCHMARK '8' RIM OF SEWER MANHOLE EL=502.97 U.S. FEET ~ _ N~'50'J6'W 624.84' (MEAS.) srA o+oo ( NSITE ACCESS)~ - STA 10+ 72.94 (SE 192ND ST) SSMH RIM=502.97 8" PVC E.-W. 7 \ 510 ~ 508 EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1993 KING COUNlY ROAD STANDARDS REC. NO. 9201220877 ~ EX. CONC. ( S 11 +56.34, 27.88' LT L=507.38 (FL) PROVIDE EXISTING CB WITH SOLID LOCKING LID STA 12+00 655.75' -t _EX.J.EWEll_ ______________ [$ - SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 4" x 4' support post • C . ·- (0 E filter fabric *15% max for flow control/water quality treatment in rural areas. [\ OD oV 4" or 6" perforated pipe laid flat clean ( <5% fine~ rvz -3/4 washed rock ~~©ti'O@if,!J ffe:,cffe:,, [Njtf'~ 2" grade board notches 2'' INl@'ir~®: 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. ALL NEW HOMES SHALL ROUTE ROOF RUNOFF THROUGH DTL 1 /4. CTR. CHANNEL=489.72 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT DTL 2/4. TRENCH WITH NOTCHED BOARD I 1/t -J/l' m!d mi ,r~~IN](Q;IHJ ~~~(Q;'iJj(Q)IN] INl'ir® slope-- small catch basin or yard drain j c::----------E 25-Foot vegetated': !: Flowpath Segment ::: :: __________ {700 sq. ft. Simple 10-foot trench Type I CB --------:: ;:; ~ ~ ::: ;:; ::: ;:; :; :; ::: >700 sq. ft. :::::----------.... ----------~ ~f-~o~;:;v~~~~~ ~ Flowpoth Segment ::: :::::-----.... ..-,-----..;.----------:::::--------------------:::.----------:.----------.--------------------Maximum 50-foot trench w/notch . . -board (see Figure C.2.1.D, p. C 33) lpl~lf!l %71Jm (Q)IF ~(Q)(Q)IF INl'ir® DTL t /4. DOWNSPOUT DISPERSION NTS STORM & GRADING PLAN 1 "=20' DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to DOES prior to the preconstruction meeting (KCC 9.04.100.D). 2. All pipe and appurtenances shall be laid on o properly prepared foundation in accordance with WSDOT 7-02.3(1). This shall include leveling and compacting the trench bottom, the tap of the foundation material and any required pipe bedding to a uniform grade so that the entire pipe is supported by o uniformly dense unyielding base. 3. Steel pipe shall be galvanized and have asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall hove solid locking lids (KCRS 7.05). 5. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019, or 2-020, and shall include the stamping 'OUTFALL TO STREAM, DUMP NO POLLUTANTs' and 'Property of King County' (KCRS 7.05). 6. All driveway culverts located within King County right-of-way shall be of sufficient length to provide a minimum 3: I slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope (KCRS 7.03(L), Drawing No. 2-001). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot, and must meet the following specifications: 4'-8'/40-70 % passing; 2'-4' rock/30--40% passing; and 2' minus rock/10-20% passing. Installation shall be in accordance with KCRS 7.02(8), Drawing No. 2-024. 8. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, drivewor-,, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwoter conveyance sr-,tem or to on approved outfoll location. b) Outlets on each lot shall be located with a five-foot-high, 2" x 4' stake marked 'storm' or 'drain'. The stub-out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdroin specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage sr-,tems designed to convey flows through individual lots. e) The Applicant/Contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to utilities (e.g., power, gas, telephone, television, etc.). f) All individual stub-outs shall be privately owned ond maintained by the lot homeowner. CB1 CB2 DISPERSION TRENCH LENGTHS TRENCH LENGTH [FTJ ! 12' TRENCHES PER DTL 2/4 I T1 10 T2 10 T3 12 T4 10 T5 10 T6 12 T7 10 TB 10 T9 12 T10 10 T11 10 T12 12 CB Sl~HEDULE TYPE RIM IN'IERT COMMENTS 1 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE 1 501.63 498.03 STA 9+94.67 (23.35' LT), 111TH LOCKING SOLID LIO " NTS PIPE SCHEDULE PIPE TYPE LENGTH SLOPE CB1 TO CB2 12" CONC 4' 4.50% .D.E.S. e .fi'. JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: .l -Z.t--P'f Completion Dote 3.,,1,r,, t1 i Completion Dote Approval Dote ~ ~ C.!) ~ q ~ ~ ~ ~ ii) • . ~ ~ ~ • liJ ~:al ,._ ki • lQ e-. k:i ='l Ct) ts i:i..r.;i~~ e-.~~~ ~ Cb ~~~~ • ~ II) ~~~~ Cb_ ~ C") ::,...· Cr) i:<i IN E-. ~Ct)~~ ~~~8 §e-..~Cb Cb~ c::, ~ ~ "-i e-. ~ c::, ~ • k, f<:I IN h C") ~~ c::, 0 ...:i e::: \,) ~ ~ 0 IX) IX) ... I <'I It) IX) ,..._ ,.., It) N .._, .... 0 ... Li; 0) "" - <C .i. ~a .. a >--"' Ol ·: zO ;l: z ..,: 00 a: 0 a.., 520 510 500 490 480 N s HOUSE (SCALED) LOT A K.C.l.L.A NO. 1285027 ------ NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT HOUSE: I 'TRACT F 0 "' LOT 15 LOT 2 5,659± SQ. FT. en 0 r r-1------I---- HOUSE (SCALED) T ROAD IMPROVEMENTS/ STREET TREE PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SE'CTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 16 HOUSE (SCALED) LOT 17 HOUSE (SCALED) --~+---~----2 I LOT J I 5,659± SQ. Fr LOTZ K.C.S.P. NO. 482007 24,160± SQ. FT. STA=0+87 .19 NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) SHE:D ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE OR THE FACE OF THE CURB ACCORDING TO THE 1993 KCRS REQUIREMENTS. LOT 18 EX. CB'S If/, Rlt.1=507.45 S IE=5D4.91 (12' ADS) E IE=504.96 (12' RCP) NE IE=505.37 (6' PVC) FIRE HYDRANT OR UTILllY POLE LUMINAIRE ---.. NOTE 1.---''---/ 15' MIN. SIDEWALK NEXT TO VERTICAL CURB I 10' MIN. 50' MIN. le ~ ii: PLANTING STRIP ~~ I 50' MIN. Cl ~o· MIN. I SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTIOM OF RAMP "' C , ./:',~ ,, I-:;--! ~ I ~ ROLLED CURB ~ DTL 7/6 r i HOUSE 1/8. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12" ADS) W IE=504.37 (12' ADS) NOTES: VERTICAL CURB LINE AT INTERSECTION NEW ROCK WALL DTL 6/6-... TAPER, 10:1 CURB DTL 5/6 -------- ------- ................ . ·.-::.::.:2 '..-···»~ - . 2% ..... ·.I·.·.·.·.·.·. .. . ..... .. '-: •... .'.'. -f °A:,(.' ... •.. 1:,24, !;q f(> .·.·.·.~-·.· ········ . '... . ·:.-::.1.,·f .. ····+ .·:·:,:;;,·:· ....... ' . .. " ·.· .... J. ~~~ I \ P.A.T. SECTION DTL 4/6 (PRIVATE) FRONTAGE IMPROVEMENTS / .---~ DTL 3/6 ___ s_TA_= 93.67, 27.88' LT STA 10+00 -------_ J____ _ ---EX. WATER---- "'----+-/ ---- SITE BENCHMARK 'B' N88'50'J6'W 624.84' (MEAS.) S.I. 19. · '11 S1'. STA 11+00 (PIUNf.l!'_,U, ..4R1'S.R.W, - IY/"'1!'\fiOII' 1'0 NORTH) ASPHALT [DG[ NOTE: PROVIDE FULL WIDTH OF 1" MIN. PAVEMENT OVERLAY IN SE 192ND ST ACROSS THE ENTIRE PROPERTY FRONTAGE RIM OF SEWER MANHOLE o ------------- EL.=502.97 U.S. FEET STA 0+00 ONSITE ACCESS)= STA 10+72.9 (SE 192ND ST) SSMH RIM=502.97 8' PVC E.-W. CTR. CHANNEL=489.72 ct 6' ROAD IMPROVEMENTS/ STREET TREE PLAN ' 1" =20 1 . ~~ --....::::::.------ 9+00 ;_ EXISTIN( I POSSIBLE. FUTU E @ NEW FLOW LINE STA 9+93.67 . ... L EL=501.50 . WEST PL ... _J,:. __ ~---~~ ---'.-~--:- STA 9+87.67 EL=50L2D WEST END OF. SIDEWALK. TRAN! TION 10+00 FLOW LINE PROFILE 1"=20' H, 1"=10' V GRADE LOW LINE -~ NEW GRAD! @ NEW FLOW L NORTH .SID OF. SE 192ND T ----~ --~ ~. -,-.,. - STA 10+72.94 EL=504,90 CL OF ONSITE CCESS 11+00 lE . LOI 4 4.720± so. Fr. PROPERTY CORNER STA 11+52.84, 42' LT #9, RIM=500.40 E IE=497.06 (12" ADS) W IE=497.06 (12' ADS) 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC • ,r-6 1/2' SIDEWALK, DTL 1/6 / CONTINUE TO AND MATCH EXISTING SIDEWALK C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1993 KING COUNTY ROAD STANDARDS 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO REC. NO. 9201220871 ~ EX. CONG. ST. 11+56.34, 27.88' LT PROVIDE EXISTING CB WITH SOLID LOCKING LID DTL NTS SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. 1 /5, ' STREET TREE STANDARDS SB9'04'1J'E 295.77' ----- ' -EX._2EWE:TA :+oo ____ 655.75' ___ --t -- '-b "' ASPHALT £DG£ STREET TREES ( 4 TOTAL) SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET AMUR MAPLE (OR AS APPROVED BY ONSITE INSPECTOR) 3" CALIPER DTL 1/5 STA 11 +56.34 EL=507.38 EAST .END OF IMPROVEMENTS r EXISTING FLOW .~~ --:-....... '-" I LINE STA 11+52.84 EL=507,30 FAST PL 12+00 SSMH RIM=512.54 8" PVC E.-W. CTR CHANNEL=498.14 540 530 520 510 500 490 2,200 SF MAX ALLOWED IMPERVIOUS SURF ACE FOR EACH LOT JXISTING .. G.RADE ........... . ... @ .. OAD .. C_ENTERUNE 1 ...... . . . .. PROI )SID GRADf ....... . .. ~ . @ ROAi CENT[RLINE l ....... . -' ....... U C, ·······<. .. -~' u ;;I ... '-' ·-~·· ·~······ ···~· ~1 ··. .. ·ii: . ' . ::.::: .. ' '-' ···~·· .. ~. !aj! 5 _o . ........ , .. -•···· ···O ·-~· ... c:,'."'.": .,001(.!., a 111 N lO O I.() OC> LO 00 •O •O •Cl • .. ·Q LO·· .. •" .. ·~ la(.) .. · · .g LO, .. ;,; LO·. + II + II + II + It ······<!::I · · · · · · · · · · · ·O · · · · · · ·O · · · · · -0 · · · · .. ~~···· ..... ~~. ~~ ,:,~ V') en Vl-l&-1 (/) ~ (/) w ·········••••\ r--. '\ ---_,. .... ,,...-- / 61"" · · · · · · · · · \ n sn, · · · · )(#,\ -----·oAl,·8%,• " ...... "<l-'"8 .. z o "1 ...... ~ ~·" .. Lu ............... . P.VC .0+42.00 ...... ~ ~ ELEV -505. ,:!; 11 C, ~ .... < ... ·::)" §i! u STA 0+27.88 · NEW ROW i;: u.J (AFTER DEDIC TION) e: G:J ·. FLOW.LINE.ELEV "· .504.9.0 ............. .. TQP OF CURB '1 !)/W C~. EU:V = 504.~~ (NEXT ,5' UPST, TION SHO.WN FLA ) ...... . 0+00 ACCESS ROAD (P.A. T.,) PROFILE 1" =20' H, 1" = 1 O' V 1+00 KING COUN~.D.E.S. ~--· ~~ ~ ~ •12, •~;t ZJ,ne~ 1 Se 1orEng'f:tr JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: l -2.r-"it Completion Date '2,,,1/ 't?l Completion Date Approval Date ~ . ~ ~ ~ E-,. ~ • v:i ~:«: ~ ..... r.:j • lt) E,..j E-, r.:i ~vit5 e-.. o.; r..i ~ ~ ~ E-, ~ ~ E-, ~ 0::: c.; ~ ~ r..~-~ v:i C) E-; 0::: v:i ('/J ~{~~ ~ ~ ..... i<; C") ~ ~r..i~h e,..; ;:.vi~~ ~ ~~~8 ~ :::i E-; ~ c.; C:l~c:,~ ~ 0::: .... E-, ~ C C) q . r.. [,.i ~ ~ E-; C") 23 ~ ~ C) C) ..;i ~ t.l c:i ~ 23 ~ ~ " a ;;:;- ~ t:_ >< (Q " • ... .._. f",,., (0~ co C) (/) l()ooa Lil ~;;:;-~ ~ 0:: ~ z::. ~z::. L.,J z I oO ,._ T- 1--l N " z l(} ·: w <( 00 > I-""w< ...J N I") o:: 0 ..._;) a.. "' Lil ON 00 ~ rn 0) ~ Q) Q) <{ " (Q ~ rkj 'il: .!:: E "- • -0 0 .... -<J z O • LI) w .:!:, 3; ,.Cl ~ (1) E t;j • 00 Q) -4,-) .,. -E Lu (/) 0 O c ::r: ~ 0:: -I '-(/) 'ii, -0 0 w~!::.: 0 >-t--. C (/) L.,J (/) 0 fJ -J .. z > o .... a ... co ..J >-('.I a::: _,.._.:.i:ccll ::::::> ~ J. :! c~ (/) t-I u.1 z LLl:::t::'' ~ w i... () ~ U O L&J < C) . ::r: u Zc, u (/) • s (/) Lil " 0:: ... g L.,J "' 0 L.,J 0 cd z 00 ~ <O (!) ... 0) ~ z I ") N -u L.,J Lil :a: I 00 "" ._, ..,. "' QC, Lil .. a N >-"' '-' m ·: zo 'il: z <"' a: 0 Cl-, PLANTING STRIP DUMMY JOINT ----:.;,. 1 / 4" ''V" GROOVE EXPANSION JOINT DUMMY JOINT @ MAX. 15' C-C EXPANSION JOINT ALONG CURB 1/4" ''V" GROOVE @ MAX. 5' C-C DUMMY JOINT B VERTICAL CURB & SIDEWALK EXPANSION JOINT SECTION 8-B NOTE: 1. 2. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. FOR INTEGRAL POUR CONSTUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. DTL 1 /6. CURB & SIDEWALK JOINTS ' NTS 4" CEMENT CONCRETE SIDEWALK AND RAMP NOTES: SECTION A-A 1, SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-007.) DTL 2/6, SIDEWALK TRANSITION NTS B DETAILS FOR GURDEV SINGH S'HORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, T'OWNSJIIP 23 NORTH, RANGE' 5 EAST, KING COUNTY, WASHINGTON 30'ROW 12' DEDICATION w !l NOTE: SLOPES OF 2 TO 1 ARE 27.88' r 7.12' I ALLOWED 'I/HEN IT IS NECESSARY TO AVOID GRADING ON NEIGHBORING PROPERTY. W.M., PROVIDE 1" MIN. PAVEMENT OVERLAY 1' PAVEMENT OVERLAY ,,_ 7 1'MIN. SIDEWALK, D1I. 118 '----OONC. 'IERT1CAI. CURB & W11ER, DlL !i/11 4.5' ASPHALT CONCRETE, Cl.ASS 8 4' ASl'HAL T TREATED BASE '---ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 OVER ENTIRE ROAD WIDTH FOR THE LENGTH OF THE FRONTAGE IMPROVEMENTS DTL 3/6. FRONTAGE IMPROVEMENTS w :z ::, ,._ u <( I= r- V, ;I,;! " NTS 4'-o" t-:z Lu ~ < Cl.. LL 0 ~ [;l CURB, DTL 5/6 !f7 ... ~ .. ·:o:.-.. 2" COMPACTED DEPTH CLASS B -----' ASPHALT CONCRETE 1 1/2" MIN, COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 30' -0' 22'-0" -Q.02 FT./FT. DTL 4L6, P.A. T. SECTION NTS NOTES: • EXPANSION JOINT 1'-6" * NOTE: TOP OF LIP AT DRIVEWAYS. \_ CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTIER 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. FOR INTEGRAL POUR CONSTRUCTION, 1 / 4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. DTL 5/6. CURB DETAIL NTS ' 41 -0" .... z w w "' z 's' ::, <( t- Cl.. u < LL I= 0 w r- "' ~ El 'bi\ 4 CHAIN LINK FENCE z ,,. "' 12" MIN. THICKNESS OF 2"-4" QUARRY SPALLS GRAVEL BACKFILL FOR DRAINS 2 •• ,, • ,d .. • ... . ' A ,4 '' ~· ' PERFORATED __ ...-- PIPE 6" MIN. FILTER FABRIC --" NOTES: 1. SEE SEC. 5.01. 4 2. WSDOT/APWA 9-03.12[4] 4'-6 .. PAY LIMITS EXCAVATION ONLY 1· SIDEWALK 3 KEYWAY 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 1 O' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER . >-.. :c 5: (!) GJ (!) :c g GJ :,: Ii lie w • ::a 0 w "' I "' ~ "' (.) 0 "' 2i DTL 6/6. ROCK FACING, CUT SECTION NTS • CURB 1 o" 2" ,-------< 0.02 FT./FT. 2 2'-0" CEMENT CONCRETE ROLLED CURB ' --1. ' 0 I DTL 7 /6, ROLLED, CURB DETAIL • NTS JOINT -.. t:: .. JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: ·--------------------------------------·------------·------------------------, 3-z..s-_.,,. r Completion Date 1-J.f 11 a Comple\ron Date Approval Date • -----------------'-- t'I.J ~ ~ ~ • ~ ~ i;..; • Vi ~~ -r.:i • lQ h r.:i ~vi~ Cl; [o(J ~ ~ h~~h ~ (..') ~~~~ -~ Vi :t1~~ ~ (..'),._ ~ c,;i :,..; ~ r.:i C\/ h ~vi~~ ~~~8 ;::jh~(..') (..')~C)~ ~i-..;f..,~ C) q • k, ~ "1 i;..; c,;i 2'3 ;a,; C)~ ...:i i;..; (.) ~ ~ 0 OJ ~ I N I() .$!, I') I() ~e ' I -- STA 7+0 STA 8+00 STA 9+00 PROPOSED TEMPORARY CONSTRUCTION EASEMENT (15'X30') TAPER, 10:I -- ASPHALT EOG£ REC. NO. ff0/220877 ' \ I I -----'-----'~---1 I I I I 18" APPLE I I~ 2 ~ ' SITE BENCHMARK •o• N88'5 ' , I I I I : : : > >:<.: > :-> > .-:-:-:-:-:-:-:-1-:<-:-:-:-:<-: ................. .... ·. :. 11:;:-r;::::. ·.·.·,·,·55J± 'i.{1.'-'f/.". • • • • ' • ' • ' ' ~ ' I • • • . . . . . . . . . ' . . . . . . ... , ............ . .. . . . . . . . .. . .. .. ........ ....... . ........ ....... . ............... ' ................. . . " ........... . . . . . . . . . . . . . . . . . (PRINCIPAL ARTERIAL " I 4,8.56± SQ. FT. RIM OF SEWER MANHOLE L ---- I ;;;5Q2 97 11 S FEET =,, W 2624.84' (MEAS.) STA 0+00= FY/42' ROFY TO NORTH)------------- STA 12+00 655.75' EX. SEWEfl --------------------~ " !l EXISTING DOUBLE YELLOW CENTER LINE __ _Li ASPHALT EDG£ TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE KING COUNTY ROAD STANDARDS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. FOR UTILITY LOCATION CALL 1-800-424-5555. 3. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES THROUGHOUT THE PROJECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 5. EXISTING LUMINAIRES SHALL REMAIN IN OPERATION AT NIGHT THROUGHOUT THE WORK. . 6. CONTRACTOR SHALL REPLACE EXISTING STRIPING IN ACCORDANCE WITH 2007 KING COUNTY ROAD STANDARDS WHERE OBSCURED OR DAMAGED BY CONSTRUCTION ACTIVITIES AS DETERMINED BY KING COUNTY. 7. CONTRACTOR SHALL NOTIFY KING COUNTY TRAFFIC ENGINEERING (206-296-6596) AT LEAST 10 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. POLE SCHEDULE POLE POLE ID POLE POLE CIRCUIT NO. NO. LOCATON OFFSET NO. 8 'I 0+40 37' LT 1 LAMP WATTAGE 200 LAMP TYPE HPS CONSTRUCTION NOTES 0 0 © © © REMOVE EXISTING JUNCTION BOX, CONDUIT AND WIRING. REMOVE EXISTING LIGHT STANDARD FOUNDATION TOA DEPTH OF AT LEAST 1' BELOW NEW SURFACE GRADE. DISCONNECT EXISTING ILUMINATION CIRCUIT WIRING INSIDE EXISTING JUNCTION BOX. CONNECT NEW WIRING TO EXISTING WIRING IN EXISTING JUNCTION BOX. AFTER PAVEMENT OVERLAY, REPLACE EXISTING PAVEMENT MARKINGS PER KING COUNTY ROAD STANDARDS DRAWINGS 6-001 AND 6-004. TURN OFF EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING ELECTRICAL SERVICE CABINET BEFORE WORKING ON CIRCUIT WIRING. DISTRIBUTION MOUNTING MAST BASE PHOTO- TYPE HEIGHT ARM TYPE CELL M-C-111 30' 6' FIXED YES WIRING SCHEDULE RUN NO. CONDUIT ffi 2" PVC (SCHEDULE 40) & 2" PVC (SCHEDULE 40) LEGEND EXISTING EXISTING TO NEW BE REMOVED o---0 o---0 ~x"" k::..J ---- CD ffi G) EXISTING WHITE EDGE LINE CONDUCTORS 2-#6, 1-#8 BARE 2-#10, 1-#8 BARE TYPE M-C-111 H.P.S. LUtv/lNAIRE, ARM AND ALUMINUM DAVIT STYLE POLE TYPE 1 JUNCTION BOX PVC CONDUIT (SEE WIRING SCHEDULE) POLE NUMBER WIRE NOTE CONSTRUCTION NOTE 20 scale VICINITY MAP N.T.S. 4' .,,_.s. @ PROJECT SITE ( rfu SE 192nd « PROPERTY ADDRESS: 11328 SE 192nd STREET RENTON, WA 98055 KING COUNTY D.O.T. TRAFFIC ENGINEERING DATE 3/~0!3 DATE 0 20 40 feet --~-----~-- f-LL , ' 00 0 I() .... r-- 0 .... . . 0 '"" NN a:i a:i I() I() NN '<I' '<I' z 0 f-CJ <( ell z ·: w > 1--w <( c,: Cl I<) 0 t.. C\j Q 11-, 2, ~ (/) w.:: ....I w <( w u ::c V) V) f--<o fr:'. t, u:: a -ozw 'It a.. -w "') '1-(/) z z ~ z z - <{<CO•• ll'. -' z 0 z !-ll.W "' 0 -, ----------------------- 5 STA 7+o0 STA8+00 STA9+00 PROPOSED TEMPORARY CONS1RUCTION EASEMEt-/T (15'X30') TAPER, 10:1 ASPHALT EDGE "' """ "' "' "' "' r-~ _3.Q'.. _ -- I :e I I REC. NO. f~0/220877 I C82 - CONCRE/E EXTRUDED CURB SITE BENCHMARK •s• RIM OF SEWER MANHOLE EXISTING DOUBLE YELLOW CENTER LINE __ _.LJ GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE KING COUNTY ROAD STANDARDS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. FOR UTILITY LOCATION CALL 1-800-424-5555. 3. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES THROUGHOUT THE PROJECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 5. EXISTING LUMINAIRES SHALL REMAIN IN OPERATION AT NIGHT THROUGHOUT THE WORK. 6. CONTRACTOR SHALL REPLACE EXISTING STRIPING IN ACCORDANCE WITH 2007 KING COUNTY ROAD STANDARDS WHERE OBSCURED OR DAMAGED BY CONSTRUCTION ACTIVITIES AS DETERMINED BY KING COUNTY. 7. CONTRACTOR SHALL NOTIFY KING COUNTY TRAFFIC ENGINEERING (206-296-6596) AT LEAST 10 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. POLE SCHEDULE POLE POLE ID POLE POLE CIRCUIT NO. NO. LOCATO~I OFFSET NO. 8 10+40 37' LT 1 LAMP WATTAGE 200 LAMP TYPE HPS CONSTRUCTION NOTES © 0 0 © ® REMOVE EXISTING JUNCTION BOX, CONDUIT AND WIRING. REMOVE EXISTING LIGHT STANDARD FOUNDATION TO A DEPTH OF AT LEAST 1' BELOW NEW SURFACE GRADE. DISCONNECT EXISTING ILUMINATION CIRCUIT WIRING INSIDE EXISTING JUNCTION BOX. CONNECT NEW WIRING TO EXISTING WIRING IN EXISTING JUNCTION BOX. AFTER PAVEMENT OVERLAY, REPLACE EXISTING PAVEMENT MARKINGS PER KING COUNTY ROAD STANDARDS DRAWINGS 6-001 AND 6-004. TURN OFF EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING ELECTRICAL SERVICE CABINET BEFORE WORKING ON CIRCUIT WIRING. DISTRIBUTION MOUNTING MAST BASE PHOTO- TYPE HEIGHT ARM TYPE CELL M-C-111 30' 6' FIXED YES 'I I 11 II .. : . . :':': :V.. I )< : : : : : :-: : 1 ·>:· · · · --1-t1 --r11: :::::\::~::f:: . . . . . . . . . . . . . . . . CURB FLOW LINE I I <:: :<i::::::::: 18' APPLE ••';{\" .• ...... ' ......... . ---- ---- wr 4 4,856± SO. FT ~ILBOX y1L 1/1 1 -ilfl c-=....7==___:_~--------- 1 CONC. 3 EXISTING WHITE EDGE LINE ----~.~~R--------- S..E. 192.NO S1'. ----------~;:~~~....;iiEi;;;;;;;;;--~~~--;~=~S~TA~12~+o!o ..... .....,-~~· ..... ._.....,,,_=-.....,...,.""""""""...,.--= (PRINC'IPA.l ..4!l_l'E.!U,U 655.75 --IY/42' HOIY'-1'0 NORTH)---------------~.SEWEfL ______________ -@ STA 0+00= WIRl~IG SCHEDULE RUN NO. CONDUIT & 2" PVC (SCHEDULE 40) £ 2" PVC (SCHEDULE 40) LEGEND EXISTING EXISTING TO NEW BE REMOVED o--0 o-0 ASPHALT EOG£ ' " TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET EXISTING WHITE EDGE LINE CONDUCTORS 2-#6, 1-#8 BARE 2-#10, 1-#8 BARE TYPE M-C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE TYPE 1 JUNCTION BOX PVC CONDUIT (SEE WIRING SCHEDULE) POLE NUMBER WIRE NOTE CONSTRUCTION NOTE 20 ~ scale VICINITY MAP 4' N.T.S. .# SE 192nd s• 7-:s-PROJECT SITE " I (2l PROPERTY ADDRESS: 11328 SE 192nd STREET RENTON, WA 98055 KING COUNTY D.O.T. TRAFFIC ENGINEERING DATE DATE J/; 9/@ D 20 40 feet I-LL ' ' 00 0 lO .... t-- 0 .... 0 ... C\I C\I ·: w <Xl co > 1-.. w< lO lO o:: a NN 'SI' '<I' ..., z 0 ,_ w ,=! ...IW <CW () :r en C/1 CJ <! d5 z ,_ -<o D'.'. o a:: C -Ozw 't lL -w ~ U) z z ~ z z - ···-~---------------·--------- ) I I I I 1 / ' + / w!) LO 2 \5,659 10. rr. \ I .fl 18" APRICOT \ ' ,,, __ / \ \ -,- 1022 ~ LOT 2 \ \ "' ROOT PROT£Cf/ON ZONE (RPZ) + i~ 1--\ I 1,wr J 5. 65ll SO. FT. // \" ~ \ I !/ t·~ IJ \' LOT 2 K.C.S.P. NO. 482007 24, 160± so. Ff. NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) LOT 3 '" + I '··' -\ \ I // ~::--t---- -;. ' IJ \' q, :r., "' I \ I LOT I .,.Jo----....· 4, 709± SO. FT. \ I+ I \ LOT I \ \ \ \ \ I '-"512--1--- I '" \ 508-·t---- 45 1 4 \ AT.- 18" APPL . ,.,21 so rr T2 .','' \ ,~f::~~:=-50-4--=oo155~,::,. =::==::Jt~~a_o-_'f~;~ ' . . . .,,.. • • 4 • • + I LOT 4 I \ • ..., 4 ~ 4 . I I --EX. WATER/ - / $E9(b ; ~ J_ -,1 _ _J --,---- EX. WATER ----/ I CD TREE RETENTION/REPLACEMENT PLAN GRAPHIC &CALE 0 20 40 I ~,J l 11111 ---1";20'-011 TREE RETENTION CALCULATIONS Tl * ~TJi TREE5 TO REMAIN " . Tl ~-TREES TO ElE REMOVED ;.; i' TJ4 !=X!ST!NC:i OIC;i;NIFICANT TREE TO 6E REMOVED, VERIFY WITl-l C!VIL DRAWING& JaXl&TING SIGNIFICANT TREE& 2 RETAINED SIGNIFICANT Ti<EES I 51GNIFICANT TREE PRESERVATION 10 TREE& PER ACRE, PLAT 16 .51 ACl<ES, GIVING REQUIRED 6 TREE&. ONE SIGNIFICANT TREE lUILL 6E RETAINED, 'FOUR" REPLACEMENT TREE& lUIU. 6E PROVIDED. 4 Ti<EE& TIME& 12 INCHES PER TRiaE GIVE& 4i> INCHES OF REPLACEMENT TREE&. 3" CALIPER AND LAR6ER REPLACEMENT TREE& COUNT DOU6LE, GIVING 48 REQUIRED INCHES DIVIDED 6Y b" FER TREE, GIVE$ e, REQUIRED REPLACEMENT TREE&. PROVIDED REPLACEMEtH TREE&•i> , ~PLACEMENT TREES, MUST MEET CALIPER SPECIFICATION, UPSIZE IN HEIGHT IF NECESSARY +---___~ \ 11.,, ::: -• - -;. " I/ \' PLANT SCI-JEDULE QUANT. :, J: AMELANCHIER AUTUMN BRILLIANCE AUTUMN 6RILLIANCE 5ERVICE6ERRY 3" CAL 3* PINUS CONTORT A SHORE FINE 8-S' S:>OME ADJUSTMENT IN LOCATION OF TREES MIGHT ElE NECESSARY TO ACCOMMODATE PROPOSED DEVELOPMENT. DO DON S:>PACE TREES CLOSER THAN le.' ON CENTER. VERIFY ALL INFORMATION WITf-J CIVIL DRAWINGS 3" CAL. 1021 SHED ' 0 / EX. CONC. CONSTRUCTION NOTES FOR SIGNIFICANT TREE REPLACEMEf'lTS: SEE SHEET L2 FOR PLANTING NOTES PROVIDED BY KING COUNTY. PLANTING WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON IF TREE 15 CLOSER THAN 4', HORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE SHAWTOUN INDUSTRIES SM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE NORTHWEST LANDSCAPE SUPPLY 1-800-303-'3325. SIGNIFICANT TREE RETEN1'I0N NOTES: l(CC 16.82.156 (S0-220) • Pursuant to KCC 16.82.156 an approved Significant Tree Retention Plan is required for the property as described on file with King County Department of Development and Environmental Services (DDES) Records Center, on sheet L 1 & L2 of the approved engineering plans Number ------, and Activity Number L06SR070 . Lots 1, 2, 3, 4 within this plat contain trees that must be retained per said approved Tree Retention Plan. Any proposed clearing, grading or construction activities that will (or may) impact a significant tree within said lots must be reviewed and approved by King County DDES Land Use Services Division and/or successor, for compliance with said Tree Retention Plan. The current landowner and future landowners shall maintain and protect said trees and secure permits as required to perform any maintenance and/or related activity such as hazard tree remediation. • The permit applicant shall determine that the final tree retention plan does not include significant trees unable to survive more than ten years after the date of project completion. • Significant Tree Protection: l. Prior to any clearing all trees to be retained shall be flagged. 2. Prior to grading and throughout construction, a temporary chainlink, wire or plastic net fence shall be used to identify the protected area ( drip line) of any significant tree designated for retention. The height of such fencing shall be adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the protected area. The size of the protected area around the tree shall be equal to one foot diameter for each inch of tree ttunk diameter measured four feet above the ground or at the drip line of the tree. • At no time during and after construction shall the following be permitted within the significant tree protection area: (a) impervious surfaces, fill, excavation, or storage of construction mate1ials (b) grade level changes, except in limited circumstances where proposed improvements using permeable materials are determined by an arborist to be non-detrirnental to the trees root system . • Significant Tree Maintenance: (a) All significant trees shall be maintained for the life of the project including monitoring. (b) All significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent primary limb failure. This requirement shall not be interpreted to allow: (1) topping of primary stems (2) p1uning that results in the loss of 20 percent of vegetative mass (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and/or acceptable by a certified arborist ( 4) With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other dead, diseased, damaged or stolen planting shall be replaced immediately or the next planting season if the loss does not occur in a planting season. • The Significant Trees to be retained as shown on the approved Significant Tree Retention Plan shall be maintained by the future owners of the proposed lots, consistent with KCC 16.82.156. Note: All tree's to be removed, pruned, or limbedfro111 public right of ways requires a l'ight of way use permitfro1n the appropriate public agency and needs to be secured and submitted to KC DDES prior to any clearing in these areas. (Contact Bernard Tho111pson for clearing in King County Right of Way at telephone nu,nber 206-296-0887 or e-mail bernard.thompson@metrokc.gov. O·. ..{;'''. ;:),#'\ tr.··,1 O' ·t· C"' ~, ". .i~ ,-,! ~4: ,,r·• !.: 1 I 1 \, 11\\: ··:;i ",., ' ' ~ ,'' '1ft, ' APPROVED SUBJECT TO ATT.l}~HED ,(;ONDjTIONS -··-t.1-f:l/9"£{{-----B=-l':f.a_2,po '7 Kt;/JG COUNTY LAND USE SEfNICcS DIV + A.ppRoutD fo"-S0g1f1tA,Ll'T !Rec r -0' 'Lu, I \ ( TEA( i LCf-.l lU. Bl__--------------------------------------------------------------------------------------1 REVISIONS BY This lan&c.ape pl.mis di,grammatic, all dimensiolll are iipproxirnate and must be field verified. © CHA Londscop• Arcl'lii•cls 2007 91 C.e!A Lancl•cap" Archll.,cl• 1417 NE 80th St. SEATILE, WA 98115 TELE 206.522.23:34 FAY. 206.526.5667 1lll~lfl\J~ll ~~n ml\J. i · /.J.NhOG ON\,\ · ,~oz ll ~ 1,mr 03l!\i3\0~t ' z :5 a.. I-z UJ I-~ <( UJ (.) _J <( ()_ <( . ..J ~ a.. w I-~ a:: ~-0:: zZ 0 :,Q I QI- (f) oz LI.I (.9 I- I z LI.I -~ 0 ~ w z +-'UJ CJ)~ -U) "O I- C: NI-> o,z T"'" <( w LI.I (.) 0 Cl) u: 0:: co-~~ ::::) (_') Y'"" - Y'"" Cl) -~@~ I~~ 1111 , --STATE OF WASHINGTON RECISTEREO lANDSCAPE ARCHITECT J~_B~-- N IL BUCHANAN CERTIFICATE No. 51:l L06SR010 TAX #3223059038 DATE: 6-21-07 SCALE: ON PLAN DRAWN: NB JOB: SHEET: LI of I SHEETS 2 ./ ~----- ru ru a, • ~ j PLANTING sJ1ECIFICATIONS FOR INDIVIDUAL TREES: PART I-PLANTING SPECIFICATIONS General Conditions . . . · · bl 'th· • Landscape contractor/Developer shall verify.t?at plant 1nstallation con~1t1ons are su1ta e w1 m the planting areas. Any unsatisfactory cond1tlons shall be corrected pnor to start of w~rk. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage . conditions, significant vegetation, or obstructions, the .landscape contractor/dev~l.oper shall notJfy KC DDES prior to planting. Beginning of work constitutes acceptance of cond1ttons as satisfactory. . . . . · d • Plants installed in undisturbed areas shall be integrated with existing native vegetatlon, an planted in a random, naturalistic pattern. LOCATE/STAKE/VERIFY PLANTING AREAS . . 0 Landscape contractor/Developer shall field locat~, stake, and. venfy planting areas and configurations prior to planting.This sha~l ~pprox1mate what 1s shown on the D~ES approved Significant Tree Retention plan. All rev1s1ons/changes shall be pre -approved by DDES and documented for recording at final plat approval. APPROVE PLANTING LOCATIONS AND SPACIN~ . . . . . . • Planting locations shown on planting plans are approximate, based ?n anttc~~ated site cond.itlons. Actual planting locations may vary from those shown due to fin~! site con~1t1ons ~nd !~cations of existing vegetation. Nevertheless, any variations from the planting plan will requtre pnor approwl by KC DDES. , • Significant tree spacing shall be a minimum of fifteen fe~t ( 15' for non-~treet trees or 40 on center for street trees) or as stated on the approved planting plan. Spacmg shall be adequate to allow significant tree's room to expand through the future years. PART 2-PLANT MATERIAL STANDARDS • • • • • • Landscape contractor/develper shall examine plant material prior to planting.. Any material no.t meeting the required specifications shall be immediately rei:noved from the site a~d replaced with like material that meets the required standards. Plant matenal sh~ll mee! the requ1re~ents of County, State and Federal laws with respect to plant disease and infestations. Inspection . certificates, required by law, shall accompany each and every s~ipment and sh~ll be submitted to the Landscape contractor/developer upon receipt ?fplant material. These certificates shall be made available to KC DDES as requested by the inspector. Plant materials shall be locally grown (Western WA, Western OR: or Western BC),. healthy, bushy, in vigorous growing condition, and be guaranteed n:ue to size, name and v_anety .. If. replacement of plant material is necess.ary due to co?~truct1on damage or pl~n~ failure w1th1.n three (3) years of installation, the sizes, species and quantities shall be equal to sp,.c1fied plants as indicated on the approved plans. . . Plants shall be nursery grown, well-rooted of normal growth anchab1t, an? free from disease or infestation. KC DDES reserves the right to require replacement or substitution of any plants deemed unsuitable. . Trees shall have uniform branching, single straight trunks and the central leader inta~t ~nd undamaged. Balled and burlapped stock shall have been root pn1ned at _lea:;t once w1th1n the previous two years, and the plant stock shall have been grown ma container for at leas! one.full growing season. Container stock shall be fully rooted but not root bound. Plant matenal with damaged root zones or broken root balls will not be accepted. Coniferous trees shall be nursery grown, full and bushy, and with uniform branching and a natural non.sheared form. Original central leader must be healthy and undamaged. Landscape contractor/developer shall submit a list of plant supplier na1:11es, addre~ses, phone numbers and storage/growing location of the material to KC DDES pnor to planting. I" WIDa SOFT RUEl6aR CHAIN LOCK TRaa Tia WRAF AROUND aACH 5 TAKa AND TRaa 2" DIA &TAKE& LAYER OF MULCl-1 FORM 2" WATERING BASIN AROUND TREE PEEL BURLAP BACK FROM TOP OF ROOTBALL BACKFILL FER PLANT NOTES TRaa FIT TO Ela T'4Raa TIME& THa DIAMaTaR OF R00T6ALL 5TAKE OUTSIDE OF ROOTBALL 5aT AT 5AMa GRADa A& GROllN IN NUR&aRY FIRM 6ACKFILL IN PLACE AND LUATaR IN WaLL /i\J \___'...T.'.-,:R','.:E:_.::E:__:::S__:_T:_A:_K:.:..I N:_:G.=_D=-:::::E:_T_A_I _L _______ N._T.5_. -V e,gCTION SUBSTITUTIONS Substitutions of specified plant species, size or condition will be allowed only with prior written approval from KC DDES. PART 3-PLANT INSTALLATION SOIL PREPARATION/ AMENDMENTS • ii • • • • Prior to installation of plantings, all construction debris and an~ other non -native 1:11aterial shall be removed from the mitigation area. Trees and shrubs shall be pit. planted ~s show? 1n the approved plan details. A soil moisture retention agent (polymer) shall be included 1n planting backfill per manufacturer's specification. In non-graded planting areas, planting pits shall be ?ack~lled with a 50/50 mixtu~e of imported, weed free topsoil and the native soil from the planting pit. ~n graded areas, plan~1ngs sh~ll be installed directly into newly placed topsoil. Imported~topso1l shall be a 3 way mix acquJred from an approved local supplier. . . . . SoilMoist, or equivalent, shall be added to the topsoil backfill of all planting pits. The S0Il~o1_st shall be hydrated before being added to topsoil backfi!L Manufacturers recommended application rates and usage shall be followed. Woody plantings shall be fertilized with a slow release (~ month) high nitrogen, low ph~sphorus granular fertilizer (21-3-7), with application rates as spcct~ed ?Y the manufactun'.r.' Fertilizer shall be applied after planting pit is backfilled, and prior to application of mulch. Fertilizer shall not be applied between November and March. Outside of wetland areas, a 3 inch layer of mulch (medium Doug Fir bark) sl~all be place~! around the base of each new tree to a 36" diameter for erosion, weed control and moisture retention. Existing natural or landscaped areas that are damaged during constn1ction shall be restored to their original condition, unless improvements or modifications are speci~e? for those areas. Landscape contractor/developer shall exercise care to pro~e~t from 1nJury to tru~(, roots, or branches of any trees or shrubs that are to remain. Any living woody plant that 1s damaged during construction shall be treated within 24 hours of occurren~e. Contractor shall prune wounded portions of plant immediately after damage occur~. InJure.d ~!ants shall b_e th~r.oughly watered and additional measures shall be taken (as appropriate) to aid 1n plant survivability. Grading: The duff layer and native topsoil shall be retained in an un~isturbe~ state to the maximum extend practicable. Any duff layer or topsoil.removed dur~ng grading shall b~. stockpiled on-site in a designated, c_ontrolled area n?t adJa~ent t? public reso~ces and critical areas. The material shall be reapplied to other portions of the site where feasible. Areas that have been cleared and graded shall have the soil moisture holding capacity r~stored to that .o~the original undisturbed soil native to the site to the maximum extent practicable. The soil in any area that has been compacted or that has had some or all of the du_ff layer or und~rlying topsoil removed shall be amended to mitigate for lost moisture holding capacity. 1he amendment shall take place betv1een May 1 and October 1. Replaced topsoil s~all be ~ minimu~ of 8 in~hes thick, unless the applicant demonstrates that a different thickness will prov_ide conditions equiva_lent to the soil moisture holding capacity native to the site. Replaced topsoil shall have an organic matter content ofba:ween 8 to 13 percent dry weight and a pH suitable for the proposed landscape plants. PLANTING • Plant trees per detail # 1 this sheet. Plant pit to be 3 times the width of the rootball. CLEANUP • Landscape contractor/developer shall be responsible for the removal of construction material and debris on the site following installation of plant materials. All debris must be removed to a legal landfill facility. PART 4-PLANT WARRANTY AND MONITORING Landscape contractor/developer's warranty shall include replac_ement of plants (~ame size and species shown on the approved plans) that prove either to be 1n1~located ~r unsmt~b.le as to plant material standards. Except for loss due to excessively severe chmatolog1cal cond1hons (substantiated by IO-year recorled weather charts), installed plant 1naterial are required to be guaranteed for three years against defects and unsatisfactory gro_wth. Plants replaced shall be reinitiated under plant guarantee conditions. The monitoring penocl shall be three (3) years from installation acceptance in writing by the DDES inspector. PART 5-FINAL ACCEPTAJCE • Upon completion of planting, the landscape contractor/developer shall provide the ODES Inspector with a set of clearly marked prints designating the actual locations of plantings within the mitigation area. Landscape contractor/developer shall keep a complete set of prints at the job site during construction for the purpose of 'red lining' changes or modifications to the approved plans and shall update said information on a daily basis. KC DOES shall approve planting locations as depicted on the approved replanting plan If items are to be corrected a punch list shall be prepared by the DOES Inspector and submitted to the Landscape contractor/developer for completion. After punch list items have been completed, DDES Inspector shall review the project for final acceptance of plan implementation. • ASBUILTSUBMITTAL ON PLATS Note: If revisions and/or changes have been made to the initial DDES approved significant tree retention plan submit an As-Built plan. If no changes/revisions have been made an As-Built Plan is not required. Prior to final plat inspection for the Significant Tree Retention Plan permittee shall submit an AS- BUILT Significant Tree Retention Plan to the DDES Inspector showing all plan revisions/changes and verifying that the DDES approved Significant Tree Retentiorplan (approved at the DDES Engineering Review.;tage)has been completed per plan requirements. This AS-BUILT plan shall be reviewed and approved by the Site Development Specialist/Forester that it conforms to S0-220 and can be recorded If approved the plan will be sent back to the DDES Inspector for final plat inspection processing. Mitigation monitoring for Significant Tree shall commence upon acceptance and approval of this AS -BUILT plan and last for 3 years or growing seasons PART 6--MAINTENANCE AND CONTIGENCY Note: If street tree's to be planted also qualify for significant tree's then the street tree maintenance and monitoring process shall be used. • Maintenance will be performed twice per year to address any conditions that could jeopardize the success of the mitigation area. Established performance standards for the project will be compared to the monitoring results to judge the success of the mitigation project. If there is a significant problem with achieving the perforrnance standards, the bond holder shall work with KC DDES to develop a contingency plan. Contingency plans can include, but are not limited to: regading, additional plant installation, erosion control, mediations to hydrology, and plant substitutions of type, size, quantity and location. Such contingency plan shall be submitted to the KC DDES Inspector by December 31 of any year when deficiencies are discovered. Contingency will include many of the items listed below and would be implemented if these performance standards are not met. Maintenarce and remedial action on the site will be implemented immediately upon completion of the monitoring event (unless otherwise specifically indicated below). • During year one, two and three replace all dead plant material. • Water all plantings at a rate of 1" of water at least every week between June-15 September 15 during the first year after installation, and for the first year after any replacement plantings (C & M) . • Replace dead plants with the same species or a substitute species that meets the goal and objectives of the enhancement plan, subject to KC DDES approval. • Re-plant area after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc). • Remove/control weedy or exotic invasive plants (e.g., Scot's broom, reed canary grass, Himalayan blackberry, purple loosestrife, etc.) by manual or chemical means as approved by KC DDES. Use of herbicides or pesticides within the ritigation area would only be implemented if other measures failed or were considered unlikely to be successful, and would require prior KC DDES approval. Trees and shrubs should be weeded to the dripline and mulched to a depth of3 inches. All non-native vegetation must be removed and dumped off site at an approved location. • Clean.up trash and other debris. • Selectively p1une woody plants to thin·and remove dead or diseased portion of trees. PART 7-PERFORMANCE BOND To assure the success of the mitigation, a performance bond will be posted with KC DDES by the Developer for the cost of implementing the mitigation plan to be monitored for three (3) years. It will be the Developer/ permittee responsibility to request a final inspection at the end of theltree (3) year monitoring period and to release the posted bond. PART 7-PERFORMANCE BOND II To assure the success of the mitigation, a performance bond will be posted with KC DDES by the Developer for the cost of implementing the mitigation plan to be monitored for three (3) years. It will be the Developer/ permittee responsibility to request a final inspection at the end of theltree (3) year monitoring period and to release the posted bond. i:,L_ _________________________________________ ____. REVISIONS BY Thi1 ~ape plan is diagrMlllliltlc, all dimffi&ioDS arc approxlomt and must be field verified. G:HA Lande.cape Archltecte 14!7 NE 80th St SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 z <( _J a.. I-z LU t--~ <( LU () _J <( <( 0.. s: 0: LU t--~ O'.'. ~-0::::: z z _J 0 ~Q~ IO 1-~- (f) () Z LU (9~0 I zLUO -o::z (.'.) ~ <( LU z +-'LUU) U) 0::: LU -(f) "O 1-1- ~1-0 > O') z z ._ <( (9 w LU(.) z 0 U) u:-0::::: 00 -I-zz ::) ~ ~:5 (.'.) ._ U) a.. STATE OF WASHINGTON REGISTERED -~:oc;x:~- .!.~L BUCf.Wl.AN CERTIFICATE No. 513 L06SR010 TAX #3223059038 DATE: 6-21-07 SCALE: ON PLAN DRAWN: NB JOB: SHEET: L2 of 2 SHEETS 2 \ C.i+'f c,~. Re-ro·h·.) n) . - LUH-·o<:,.. OJO SHORT PLAl NO. · L:85See~ KING COUNTY, WASHINGTON ing County,, DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS ANO AVEHUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC IIIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS ANO AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS ANO TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE 00 HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS Of THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS MID ASSIGNS AND ANY PEIISON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. I FURTHER, THE UNDERSIGNED OWNERS Of THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY ANO HOLD KING COUHTY, ITS SUCCESSORS AHO ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDl~lG ANY COSTS Of DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATlotl, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SIIORT SUBDIVISION OR UY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIH rHIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SIIALL NOT BE CONSTRUED AS RELEASING l<ING COUNTY, ITS SUCCESSORS OR ASSIGt~S, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCtSSORS, OR ASSIGNS. THIS SUBDIVISIOtl, DEDICATION, WAIVER OF CLAIMS AtlD AGREEMENT TO HOLD HARI\ILESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SA!D OWNERS. ,1BANK OF. AMERICA., ~'·r:;cq ue,\yf','c fl\ STATE Or WASHINGTON, COUNTY OF J<,,_,,it~1J--· I CERflFY ~HAVE SAflSFACJORY EVIDENCE T, IAT SIG~S 6E:~~1~1ND ACKNOWLEDGED IT TO BE~ER) FREE AND VOLUNTARY ACT FOR 1HE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ___ /,j ·;JtJ, {} 0 _ _ ~~~A~~Rtu~Cic ~~~1/1 r(f.t&) PRINTED NAME:'OF 1 NOTARY PUBLIC _ . /H/--',(_fl:f /c,/_{tj(ht MY APPOINTMENT EXPIRES _{!:_~ tj -o I_ STATE OF WASHINGTON, COUNTY OF ____ M'!l-sJ---- I CE~Ct rilf, SAT:'fi~CTOt/ ~JJ!?~T ·-------- SIGNED THIS DEDl~«ION AU# ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. .· , . ·. ...· / Ii ' /, . I ',, ' , DATED ~~/ti (~ . ',';/\ :\, . SIGNATURE, OF )·, L7 'i.{''<'Y\ NOTARY PUBLIC --· 3 f · d g ~-',·, ()\,'i PRINTED NAME OF 11_ L .. ·· li;) f,NOTARY PUBLIC tr1-lf7JrVN,1-~,k 1-~.,?, ~-?.: .. -L.tJ MY APPOINTMENT EXPIRES / 2, ,f tJ'f APPROVALS: ---------------------,..1-----··--~-.. l\ll-llZ=r~--W'--------=·c..,,·_............__, __ .,,... ______________ _ D[PARTMENT OF -A-SSESSMENTS I RECORDING NO. ·, VOL./PAGE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 00,,'0:t];}~S n DAY Of fa/qy<.,Jt\ , 20 e,q DIVISION DIRECTOR LAND USE SERVICES EXAMINED AND APPROVED THIS 2 7 DAY OF ;t,f ~ v "-t,J 20 c)C{ ' -- EXAHINED AND APPROVED THIS ~DAY OF ~i ,, , 20Q:L SCALE: N/A PORTION OF: S.E. 1 /4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. tJ~u)4t, ACCOUNT NUMBER _3_2_2_3_0_5_-_9_0~3_8_ DEVELOPMENT ENGINEER CITY OF RENTON: DEPARTMENT OF .Pl::ANNINS/8811::DINS/PlJBLIC WORKS EXAMINED AND APPROVED THIS 21 DAY OF M e{VC... l,y , 20~_'! G!fJRDEV SINGH SHORT PLAT LOCATED IN TJIE S.E. 1 /4, OF THE S .. E. 1 /4, _}J~ u)4{j -t'11 OF SECTION 32, TOWNSHIP 23 NOI,!TH, RANGE 5 EAST, W.M., CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS LOA OC,-"6(0·-SHPL L71D c1o-·0535 1-.lev.J '{Q~IC STATE OF WASHINGWN, COUNTY OF ti 12._l~B ___ _ ~ss. ON THIS_h2 __ DAY OF Defbbe( , 20...1)1_, BEFORE ME. THE UNDERSIGNED, A NOTAl~Y PUBLIC IN AND FOR TJ:!E STATE OF ~A31ilN(}Tt)N, DULY COMMISSIONED AND SWORN, PEfiSONALLY APPEARED ,lacq,11.U~() cw 'lorr... TO ME KNOW~/ TO BE THE A$ , 1 s,denl . OF _liX!L~i=:~IC)t CORPORATION, THE CORPORATION THAT EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID INSTRUMENT '!'O BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE USES ANO PURPOSES THEREIN MErlTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRSf ABOVE WRITTEN. ~__[~c/Q-~-- PRINT NAME-Gt1 A J(1c.htHU)5 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON f•J(W '{Ote,.(., RESIDING AT trftf: . MY COMM1ss1o"""N"""""'Ex>-<-P-IR-ES---.!!2],-~--=:«-, ,~~"o~,,...2------~- KI1VG COUNTY, WASHINGTON N.T.S. S.E. 192ND ST. VICINITY MAP NOTES: ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTEClJON ASSOCIATION STANDARD 1 JD SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL ::./PACT FEES SNALL BE ADDRESSED AT Tl/£ TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE TO KCC 2/A.43. Tl/IS SI/ORi PLAT IS SUBJECT TO KING CO'..JNTY CODE NO. 14. 75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS Tl-IE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPUCATION AT THE RATE IN EFFECT AT THAT TIME. TRACT n A" IS A PRIVATE ACCESS. TRACT INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, J AND 4. OWNERSHIP OF LOT 1, 2, J AND LOT 4 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE: OF FACILITIES WITHIN SAID TRACT. THE STREET TREES REQUIRED Pl':R KCC 21 A. 16 SHALL BE OWNED AND MAINTAINED BY THE ABU7TING LOT OWNE:RS UNLESS KING COUNTY HAS ADOPTE:D A MAINTENANCE PROGRAM. SINGLE FAMILY RESIDENCES AND OTr/ER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANTS AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH 1HIS SI/PULAT/ON MUSr BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE RE:vlEW WHEN APPL/CM/ON IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR Tl-IE LOT. THE r/OUSE ADDRESS SYSTEM FOR THIS Sr/ORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR Tri[ NORTH-SOUTH ROADS WITHIN THE RANGE OF N/A TO N/A ANO WJrHIN THE RANGE OF //JJO TO 11358 FOR THE EAST-WEST ROADS INDIVIDUAL ADDRESSES WILL B[ ASSIGNED TO Tr/£ PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. DIRECT V£r/lCULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS PROHIBITED. ACCESS TO SE 192ND STREET FROM 80TH SHALL BE FROM THE PRIVATE ACCESS TRACT. BUILDING PERMITS APPLICATION SHALL FOR ALL LOTS WITHIN THIS S/-IORT PLAT SHALL BE REVIEWED FOR COMPLIANCE WITH /NE APPROVED SMALL SITE ENGINEERING PLANS ANO OTr/ER DRAINAGE CONTROLS AS REQUIRED BY THE CITY OF RENTON OR 1HE KING COUN1Y SURFACE WA1ER CONTROL MANUAL. LOTS 1, 2, J ANO 4 OF THIS SHORT PLAT ARE LIMITED TO 2,200 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS THAT DO NO COMPLY ARE SUBJECT TO ADDITIONAL DRAINAGE REVIEW. SUBJECT TO: 1. AGREEMENr AND THE TERMS AND CONDITIONS THEREOF: BE1WffN: SOOS CREEK WATER AND SEWER DISTRICT AND: WILSON 2 X PARTNERS RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 OE:vELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMEN/5 ANO PROVISIONS CONTAINED AND/OR DELINEATED ON Tr/E FACE OF Tl-IE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8303080870. LtJ ('.) <( (L "' _J 0 > tJ c,j .... ;·~~',.';~::~f::~~~: ____ Vll ___ ,,__,,_IWIJiGWAiijim.loiililil !:,/ ·,/-': [i.,...-----··---!)...------------------------~.-------------------------------"T-------··--....---------------------..i.------.i Ri::-rnDncD•c rcDT1c1rAT>c CONFORMED COPY . FILE[ IN B 20090331900009 SL CITY OF RENTON SPM 113.00 PAGE001 OF 002 03/31/2009 14:56 KING COUNTY, WA \T ...... M ~ST OF MGR. SUPT. OF RECOf~DS SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN __________ Au_g~ 2008 __________ . ____ O~--~--~-------------- P.L.S. CERTIFICATE NO. 40016 ------------------ Cra1ner Northwest Inc. Surveyors Planners & 945 N. CENTRAL, STE. ff 1 04, KENT, (253)852-4880 (local) Engineers WA 98032 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ 1 METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. JJ2-IJ0-090. BY: O.B,/-1, S.E. 1/ 4, S.E. 1/ 4, SEC. J2, T. 2J NORTH, R. 5 EAST, W.M. DATE: JOB NO.: Mon., Aug, 25, 2008 2004-1 J9S SCALE: N/A SHEET: 1 OF 2 CREATED: Mon Aug 16 08:50:00 2004 ;PR(Y PLOT: /Jon Au,; 25 15:fi:54 20 ;IPLOr:W. Mon. Jug. 25, 2(Y'J8, 15:49: 15 C: Jahn '.s TM jubs 2004--1 J9 FINAL SP.pro c .. it-f o-'< '"Fi.e~;~--. _ ' Lt(f1 C:~7 ·· G(G SHORT PLAT NO. ·l:&55-HHB-9· KING COUNTY, WASHINGTON _____________________ ., _____ , _________________________ _ GUR'DEV SINGH S'.l:fORT PLAT' LOCATED IN THE S,.E. 1/4, O.F THE S.E. 1/4, RECORDING NO. SCALE: VOL./PAGE GRAPHIC SCALE 1'' =20' Kiflg Courity~ OF SECTION 32, TOWNSHIP 23 NOJ<TH, RANGE 5 EAST, W.M., KING COUNTY, WAS'IIINGTON , 1 inch = 20 FT. 0 20 L LI ft oq -C:., ! O-"Sfl flt_ ,y 1-/0USE ,y I (SCALED) I '-------------' PORTION OF: ; L:JlD 7-,0 --c, E; 3.5 rv I ry ;1.,· ; \ \ \ \ ' (\..J I S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. I I I I / / \ \ \ ' \ ' I ----L______ , I -----------, / / \ ' ' \ ', HOUSE ', I r-----------'( I I I NOTE: EXISTING IMPEr<VIOUS SURFACE ON PROPERTY = 5,0J2± SQ. FT. a------- HOUSE (SCALED) a------- LOTA K.C.L.L.A. NO. 1285021 I 1-/0USE I I I I I I I FOUND I /2" REBAR W/ -N"a CAP J I 0.51' S. d! 0.84' W. OF PROP. COR. 1 LOT /!5 / / / / / / / / / / / / / / / / / / / / / / / / ', (SCALED) ', ' ' ' ' '' '' J '' .,, ,,., LOT /6 ', "'/ I "\.' .," J '\ ,,,"" I ' / ' / ' ., \ / ' ; ' ., ' ., \ / ' / '-;; I I S88 '50 '36"E 161.23' (CALC V.) FOUND 1/2' REBAR W/ NO CAP O.J5' N. &-0.4-4-' W. OF PROP. COR. I LOT /7 I I I I HOUSE (SCALED) ,_ -----------c FENCE COR. IS 0.6' N. &: 0.2' E. OF PROP. COR. FOUND 1/7 REBAR W/ NO CAP 0.88' s. d! 0.4J' w. OF PRoPif. ~ci5ioRf°. --:--fl---'--H---".ao~.62;:;7"' -+r-----e-----11 ... ---#----··i;.;i.., .• _ 80.62' r, .. r, FOUND 1 't' REBAR W/ NO CAP 0.15' N. d! 0.47' W. OF PROP. COR. _ \------------------2 END OF FENCE IS 0.2' N=. -~ d! 0.5' W. OF PROP. COR. TRACT F \ ' \ I I • -----, LOT 2 5,659 SO. FT. S88 '50'36'E 65.14' . ~[8 [8[8 g Ri Ri '?; \lJ \.lJ -r;; -r;; LOT 3 !i,659 SQ. FT. S88 '50 '36"E 65.14' I I I I I I I SHED : LOT /8 1--------------------'( I I I I I I I I I I I I I I I HOUSE ~~....;;;15~.00.::..'--41~1:;a,;5.~00~' --0 ?i ~ S88'50'36.E 30.00' 1 ~ *_J_ __ -----------------~ .. LOT I 4,709 SO. FT. . 8 @ LOT 4 4,720 SQ. FT. I ;:,i :ii L,_ ~ lJ a_.,., ~LJ • -v;~ TRACT A: ~ t.u n.: PR/VA TE ACCESS c..., i':: 02: \ "[) 1,624 SQ. FT. ~ ~ ~ \ IJ". '7~ Ci""! // ' Aifre:.;;:~~ -9'. ~ ~ ~ ~ I o/' ,g, #" '?\ cl "Cb _, 0 ~ I 't;,-,,<1 '%, v'. • t;; I \" -~, , (5 ~ &j :_ _________________ ~\ 36 . .12' 80.00' 39.40' / ; / / 1 C'l REC. NO. 9201220877 .:~~::::::::--...:.::..1,;.;5B:;;_'J-9 -.30---.. -::::::.. ______ S88_._'50!'!:_:3fi~'E~l 55 -_ 52 -. ----=::::::-.----------t,J ,,----------------------..) ,.. -<'\ a. ·q, Arc=25.60' (\• <.. _,, , 'd>-vq;, · "I DEDICATfD TO THE PUBLIC FOR ROAD USE DEDICATION . ' 2 -----~ ----___________________ 0. ' ',~ _ _ _ PURPOSES UPON RECORDING OF Tlf/S SHORT PLAT 1,790 SQ. FT. ~ \ REC. NO. 9201220877 '."I , -----,,____ 134.00' ... ~_ _ ___ /r ---------------------· -2 '-~.C·Aec* 0 !0 ~ .)ogq D; ?:>J o o 23 o k:> __ ~/ ~ ~ -g ( FOUND CONCRETE MONUMENT W/ BRASS-DISK IN CASE (S. 1/4 COR.} I 0 : '2: I ~ I ,,(\ I I ~ : / ___ _ I ,, .... ---~-~--- 32 ~-f----------------SOUTH.E'AST 192ND STREET BASIS OF BEARINGS: BEARINGS SHOWN /-/£REON ARE BASED ON THE SOUT/-1 LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88"50'36" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: (PER STEWART TITLE SUBDIVION GUARANTEE ORDER NO. 200497497) LOT 2, S/-IORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8JOJ080870, RECORDS OF KING COUNTY, WASHINGTON. (SEE S/-IEET 1 OF 2 FOR "SUBJECT TO" ITEMS) NOTES: 1. MONUMENTS LAST VISITED ON 8-'4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM 0.0.E.S. WEB SITE. LEGEND: @ SCT 1/2" REBAR ANO CAP "CNW 4.0016" Q FOUND RfBAR AS DESCRIBED -{ }-WOOD FENCE ~ WIRE FENCE {CALC'O.) CALCULATED PER CHINQUAPIN RIDGE REFERENCE SURVEY & SECTION BREAKDOWN: 1. CHINQUAPIN RIDGE VOL. 159, PCS. 56-62. FOUND CONCRETE MONUMENI W TACK IN L£AD IN CASE SE SEC. COR. 655.75 (CALC 'O.) N88 '50 '36'-W 2624.84' (MEAS.) ---- w C.') <( [L "-_j 0 > ,--------------'------r----.. l-,---.---------------------!1.-----t Cra,mer Northwest Inc. Surveirors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (foll fnrn) (253)852-4955 (fax) E-MAIL: cni@cramernw.com PROJECT NAME: GURDEV SINGH SP C/0 RYAN N"u. CREAT[D: Mon Aug 16 08:50:00 2004 PREV. PLOT: Mon Aug 25 INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. S.E. 1/4, S.E. 1/4, Ste. 32, T. 2J NORTH, R. 5 EAST, W.M. DATE: JOB NO.: We(i,1 Aug, 27, 2008 2004-1J9S BY: SCALE: SHEET: 1 inct, = 20 FT. 2 OF 2 C: \John's TM jobs 2004 -139 FINAL SP.pro .. :,'!,· ,, I if =================================-======-===·---·__:____-----==============='------""==-----·-----------··-----------··-··-·----·--------~---=~ ---· ~-=========c....--,===========~==== . ,, . CONDITIONS' OF APPROVAL File Number. L05S0009 File Name: SINGH Short J'lot Complete Application Dote: Morch 10, 2005 J, DECISION: Proposed Short Pia! revised and received July 14, 2005 as described by Allachmenl j_of !his report is granled preliminary approval subjecl lo Iha following conditions of final approval: 1. The proposal shall Compliance wilh all platting provisions ofTitle 19A. oflhe King County Code. 2. ;\JI persons having an ownership inleresl in Iha subject property shall sign on the face of Iha final short subdivision. 3. All utilities wilhin proposed righls-of-way mus! be inciuded within a franchise approved by Iha King County Council prior to final short plat recording 4. 2005 King County surtace Water Design Manual (SWDM-The following are drainage conditions applied to this proposal: A. TARGETED DRAINAGE REVIEW The proposed short subdivision requires a Calegory #2 Targeled Drainage Review as outlined in Chapler 1.1.2.2 in Iha Surtace Waler Design Manual. The existing drainage syslem must be modified lo collect and convey drainage along Iha property fronlage. 8. ON-SITE BMP's The proposed on-sile improvemenls appear lo qualify for small sile drainage BMP's as ouUined in Appendix C of Iha Surtace Waler Design Manual. 5. 1993 King Counly Road Standards -Final short plat approval shall require full compliance with Iha provisions set forth in Iha 1993 KCRS, inciuding enginooring plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in Iha stale of Washington. ODES strongly recommends !hat lhe engineenng plans be submitted al least two years pnor to the expiration dale of Iha project. The following conditions.apply to !his short plat unless a variance pursuant to Iha variance procedures in KCRS 1.08 is obtained or olherwise approved by ODES: A. Frontage improvements along SE 192nd Street shall be designed to Urban Principal Arterial Standards per KCRS Section 2.02. These improvements shall extend along lhe entire fronlage of Iha site and make slandard connections to adjacent improvements. 8. Forty-two feat of Right-of-Way (ROW) width shall be dedicated north of Iha SE 192nd Streat RN/ centerline, along lhe fronlage of Iha site. C. Appropriate pavement tapers and pavement striping shall extend aasl and west of Iha project's frontaga. D. A Road vanance (KC File Number L05V0049) was granted for intersection spacing wilh lhe condition !hat Iha private access tract be located at Iha center of the property fronlage. Additionally, approval was granted for a reduced stopping sight distance. E. Rocl<enes, luminaires and uUlities located along Iha frontage of the site shall be relocated, redesigned or removed to match Iha ultimate roadway design of SE 192nd Streat wilhout creating roadside obstacles per KCRS Section 5. 11. F. The proposed Private Al;cess Tract (PAT) shall be revised to allow adequate access width (20 feet minimum, measured from the point of curve) to lols 1 and 4. This will requires shortening Iha langlh of Iha panhandle portion Lois 2 and 3. G. The PAT shall be constructed per KCRS Section 2.09.8. H. There shall be no direct vehicular access to or from SE 192nd Street from !hose lots which abut ii. A note to this affect shall appear on Iha engineering plans and final short plat. I. The following Noles shall be shown of Iha final recorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service the private access road conlained within or provide service lo the property described In Uils subdivision. (2) All private easemenls and or tracts to be mainlalned, repaired and/or rebuilt by Iha owners of the parcels having legal access !hare from and !heir heirs, assigns or successors, unless and until such roads are improved to King County Road slandards and are dedicated and accepted by King County for maintenance. 6. Health (KCC 13~ This project is exempt from further King County Heath Department review. However, if improvements are required from lhe Sewer and/or Iha Waler District, !hen venfication shall be required from said District(s) that the improvements have been bonded and/or inslalled, prior to final recording of Iha short plat. 7. Building and Construction Slandards (Title 161-The applicant shall comply wilh all applicable provisions of KCC 16.82. 8. Fire Code (KCC 17) -Section 902 of Iha 1997 Edition of Uniform Fire Code-The Fire Engineering approval is granted as proposed. 9. Qensity and Dimensions (KCC 21A.12) • All lols shall meal Iha density and dimensions requirements of Iha R-8 zone classification or shall be as shown on Iha face of Iha approved preliminary short subdivision, whichever is larger. Minor revisions lo lhe short subdivision, which do not result In substantial changes and/or do not create additional lots may be approved at the discretion of the Department of Development and Environmenlal Services. 10. The existing house on lhe site shall be removed prior to Iha final approval and recording. 11 Street Trees (KCC 21A.16l • Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): A. Trees shall be planted at a rate of one tree for every 40 feet of fronlage along SE 192nd Street and Iha private tract where it can be accommodated. Spacing may be modified to accommodate sight dislance raquiremenls for driveways and intersections . 8. Trees shall be localed wilhin lhe street right-of-way and planted in accordance wilh Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines lhal trees should nol be located in lhe street right-of-way. C. If King County determines lhal the required street trees should not be located within the Oght-of-way, !hey shall be localed no more than 20 feel from the street right-of-way line. D. The trees shall be owned and mainlained by Iha abutting lot owners or the homeowners association or other workable organization unless the County has adopted a mainlenance program. Ownership and maintenance shall be noted on Iha face of Iha final recorded plat. E. The species of trees shall be approved by ODES if located within Iha Oghl-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any olher tree or shrub whose rools are likely to obstruct sanitary or storm sewers, or !hat is not compatible wilh overtiead utility lines. F. The applicant shall submit a street tree plan and bond quantity sheet for re~ew and approval by ODES prior to engineering plan approval. G. The applicant shall conlact Metro Service Planning al 684-1622 to determine if SE 192nd Street is on a bus route. If It is a bus route, Iha street tree plan shall also be reviewed by Metro. H. The street lrees must be inslalled and inspected, or a pertormance bond posled prior lo recording of lhe plat. If a pertormance bond is posted, Iha street trees must be inslalled and inspected within one year of recording of Iha plat. Al the time of inspection, if !he trees are found to be installed per Iha approved plan, a maintenance bond must be submitted or Iha pertormance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined !hat Iha trees have been kepi hea/lhy and lhriving. 12. Road Mitigation Paymenl System -The applicant or subsequent owner shall comply wilh Road MiligaUon Payment System (MPS), King County Code 14.75, by pa0ng Iha required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option lo eilher: A. Pay Iha MPS fee at final short plat recording. If this option is chosen, lhe fee paid shall be Iha fee in effect at lhe time of short plat application and a note shall be placed on Iha face oflhe short plat that reads, 'All fees required by King County code 14,75, Mitigation Payment System (MPS) have been paid.' Or 8. Pay the MPS fee at the time of building permit issuance. If this option is chosen, Iha fee paid shall be Iha amount in effect as of lhe dale of lhe building permit application. Other Considerations ---- A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from lhe State or olher regulatory body. This may inciude, bot not be limited to, oblaining a forest practice permit, an HPA permit, building permits, and other types of entitlemenls as necessilaled by circumslances. 8. The short subdivision shall conform to KCC 16.82 relating lo grading on private property. C. Development of Iha subject property may require registration wilh Iha Washington Slate Department of Licensing, Real Estate Division . - BENCHMARK: KING COUNTY 8ENCIIMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LfAD AT SOUTHfAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 fAST, W.M. ELE:VATION = 514.0U U.S. FEET 2X4~"- SHAKES, ASPHALT SHINGLES, OR TILES 1/2' EXT, PLYWOOD COVER GABLE ENDS DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 CONTOUR INTERVAL: 2. 00 U.S. FEET LEGAL DESCRIPTIONS: TAX PARCEL NO. 322305-9038 • "' • 0 ,-&' IX ~ 1-----I . . I 2'-3~ 1----~-f.=-...'C..-....l C WITH 1/2' EXT. PLYWOOD TRIANGLE -27"X16"X16" LOT 2, SHORT PlAT NO. 482007, ACCORDING TO THE SHORT PlAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. -·' -r _ ,_ " SHEET INPEX: 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN 3 EROSION CONTROL PLAN 4 STORM AND GRADING PLAN 5 ROAD IMPROVEMENTS/ STREET TREE PLAN 5 DETAILS SL-1 ILLUMINATION ANO PAVEMENT MARKING PLAN SL-2 ILLUMINATION DETAILS 1 OF 2 SL-3 ILLUMINATION DETAILS 2 OF 2 TC-1 TEMPORARY TRAFFIC CONTROL L 1. 0 TREE RETF:NTrON PLAN ABBREVIATIONS BLC -BUILDING CORNER MH - C -COMPACT MJ - CB -CATCH BASIN OVHO - CL -ClASS PL - co -CLfAN OUT R - D -STORM DRAIN R/W - DDCV -DOUBLE DETECTOR CHECK VALVE s - DI -DUCTILE IRON SQ FT - 05 -DOWNSPOUT S/W - 0/W -DRIVEWAY TC - EL -ELE:VATION TP - ESMT -EASEMENT U.N.O. - FD -FOUNDATION DRAIN s - FDC -FIRE DEPT. CONNECTION w - FF -FINISH FLOOR E - FHY -FIRE HYDRANT N - FL -FLANGE JOINT NW - H/C -HANDICAP SW - IE -INVERT ELEVA TrON NE - LF -LINEAR FEET SE - L/5 -LANDSCAPING LECEN.D: P.ESC'RIPT/ON NEfY STORM SEWER . V SANITARY SEWER - . WATER .. ·AC PAVING j:,)/,:.,1 CONG. SIDEWALK f,. ... j '.to.I' .... xx.xx SPOT E:LEVATIONS r- CONTOURS 50 PARKING G) STORM CA TCHSASIN Ill SANITARY SEWER MANHOLE @ WATER VALVE: ~ FIRE HYDRANT \I' UTILITY POLE ..... DECIDUOUS TR££ CONIFER TREE LIGHT POLE GUY WIRE WATER METER BOLLARD SILT FENCE n CLfARING LIMIT ~ MANHOLE MECHANICAL JOINT OVERHfAD PROPERTY LINE RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST fAST NORTH NORTHWEST SOUTHWEST NORTHfAST SEE DET;JL SOUTHfAST - - I> I"--~ A ...__ --2 X 6 BOLTED I '----4 X 4 X 8' DETAIL 4" MAX, OVERHANG EACH SIDE v-4• X 4• WOOD POST 1s· 1 , ..... ~~;c:~~;<~:.~~-~.c.~~ ___JJ.' ·. ·~. ·.··. '···: .. ·: ,~·····::-..:•,::,.;~!:+';::, ~ L~ if'" \,1'.(. · .. •: • "/.t(lX7.¥IA'/<'(/ftl ·~~!( . ·"' ., .• ,· EXIST/NO EX. STORM SECTION A-A ---- EX. SEWER ---- ...fLWATER ,' :/:,I [::2:] , .. ' f(}\1 xx.xx ,,-- 50 G) 'll~+r:II~ 11:::ct:l:rln:il !:Tit:IJ:rl::cllb: 1t:11:ii::c lib It l=lrt II :c11:1:1±1::1 11r:1:o;IIJII IL II ·1 11 ,·11 L I I ·11 I 11_ 1-'o lllill @ EB -• I - 3" lYP. 1'-0" 4" lYP .. nnnnnnnnr1 ... I I • 10 BOXES MAX. v ~ * @ FACE OF CURB __________ .....:..:.====---------- J, ELEVATION IS! ®ll VARIES 1 o·-o· SIDEWALK jMAILBOX CLUSTER SIDEWALK VERTICAL CURB VERTICAL CURB VERTICAL CURB NOTES: 1. FOR THREE OR MORE MAILBOXES ON URBAN RESIDEfHIAL ACCESS STREETS WHERE THE SPEED LIMIT IS 25 MPH. 2. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. 3. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION. 4. LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE REVIEWING AGENCY. 5. WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCK. 6. FOR MAILBOX CLUSTER LOCATION IN SHOULDER SECTION SEE DWG. NO. 5-011 7. SEE SEC. 5-04. 8. OPTIONAL NEWSPAPER BOX STRUCTURES ARE SUBJECT TO APPROVAL OF REVIEWING AGENCY. DTL 1 /1. MAILBOX NTS • I~ 0 • I ;>; "' " Vicinity Mop N ~ 11328 SE 192ND ST 98055 Soils M SITE SOIL: AgB op 01 llffii SE 192ND ST Notice Required Contractors shall notify operators who mofntaln underground utfllty lines Jn the area of proposed excavotlon or b!astlng at least two business days but not more thon ten working days prior to commencement of excavation' or domolltton In accordance with RCW Title 19. Nome, and telephone numbers of the operators of underground utlllty l!nes In this project appear below. These numbers shall also be used to serve in an emergency cond!tfona 08 required. SOOS CREEK WATER AND SEWER DISTRICT Sanitary Sewer SOOS CREEK WATER AND SEWER DISTRICT Water District Gos Company PUGET SOUND ENERGY Power Company Call Before You 01g DIAL-A-DIG Notes Phone 253-630-9900 253 630 9900 888-321 7779 1-800-424-5555 1. The Developer Is required to notify the Land Use Services Division Land Use Inspection Section (206) 296-6642, three days prior t~ the beginning of construction for a preconstruct!on conference and specfficolly request inspection before beginning: A. Installing alltatfon and eroslon control measures B. Clearing and grubbing C. Earthwork D. lnstollatlon of any underground utility E. Before placing aubbase, base or pavlng surfaces F. lnsta!lation of any forms or placing ony concrete 2. A permit must be obtained from the office of the Resident Engineer Washington State Department of Transportation, before any construcllon !s started on any existing state route. 3. A Hydraulic Project Approve! (HPA) Pormlt must be obtained from the Washington State Department of Fisheries prlor to any work when required. Bonding Information Restoration Bond Amount $ ______ _ Performance Bond Amount $ ------- Site Pion Approval Approval of thes.e plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion contro! In unlncorporat?_d King County only. These plans do not authorize any .other utility approval or improvements proposed 1n any State right of way. Site plan approval Is void if the commercial building permit has not been obtained or renewed within two years of approval. Su_bdivision pion .approval Is void if the final plat is not recorded prior to the preliminary plat approval expiration. -i-----------------_J PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township I 21 31 Range Tax Parcel Number I 3 12 I Io Is 1 1312121310151 I 9 I O I 3 I 8 I Site Location Is within the drainage shed(s) Pro Rota Shore Assesament(s) ore: D Required D Not Requll"ed from the site due to development for Increased storm water runoff. Peak Runoff Assessment Rate($ ) por c.f.s. lncrecses.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. lncreases.(2 year, 2 hour storm) Preliminary Plat Approval Ordinance # Preliminary Map Approval Expiration Date: Other Construction Permits Received Right-of-Woy Use Permit Grading Bu I/ding/Structural Other ------------- Date Emergency 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL ' } I Date EngJfl}l r ):!an Reviewer c~~11/;jJ_~L-1~~~~~- Enc;/1n·eer I i{Jpervisor Traffic & Planning Engineer King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARl;MENT OF' DEVELOPMENT & ENVIRONMENTAL SERVICES Dote .9- -5; "' '-'-Q) "' Q) .... C C V> '< 3: :::, 00~ @) King County, Washington WI~/----- _G_U_RD_E_V_SI_N_GH _______ ~ 425-271-6728 Name Phone D A Partnership 00 An Individual _G_U_R_DE_V_SI_N_.::_GH-'--------425-271-6728 Name Phone 19100 104TH PLACE SE RENTON WA 98055 00 D Address and Zip Code 00 A Corporation D A Partnership D An Individual -o ._ ti; .......:Cc..:R.:..:AM::.:.E=R.:....:..:N..:.O:.:.RT:..:.H:..:.W:.::E_::ST.:.....:.:.IN:::C'.:.. ----253-852-488D ~ ~ " Name .... > .s Phone '-'-"' ~~0 ~_,9~4~5c..:N~C~E~N~TR~A~L~K~EN~T~.~W~A~9~8~D3~2e__ _____ _ • • (/) e::: w w z (!) z w z~ Ill C ... " "' .2 '-" K.C. O.D.E.". 0 .- 0 0::: ~ g L Cl) .0 E ::, z >, ..... '> ·-..... u <( Ol 8 0 Ul I() g .. L Cl) .0 E ::, z ..... u G.) ,-, 0 L a. Ul L G.) ..0 o E z ::, ...... z C Cl) QJ = Eu.. a. >, o ...... Q3 C > ::, Cl) 0 00 License/Seal -- D 00 Address and Zip Code ~ l.\mb-_...S_h_e_.e_t_,_o_f _6 __ .J I LOTA J<C.L.LA NO. /2~:11 I I I I 7 I I I I I I I I I I I I I I I I I I FOUND I It' REEl4R WI NO CAP I 0.51' S. & 0,114' W. Of PROP. COIi. I I I FOUND 1/2' REEl4R WI NO CAP I O.Bll' S. a 0.43' W. Of PROP. CCR. I I I I I I I I I I I I I I I I I I I I I TRACT F I I I I I I I / f 0-1 I I I I I I I I I I I I I I I I I I I LOT /5 / / / / / / / / / / / / / 80.62' tor 2 5,65ru: SQ, FT, / / / / / / / / / ~ r-----------------.... ~ 588 '50 '36'£ 55.14' r: ~ WT I 4, 70slt SQ. FT. -e / / / / / HORIZONTAL CONTROL PLAN FOR GURDEV SING!H LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., KING COUNTY, WASHINGTON I I LOT Jb I I I I I FOUND I It' REEl4R WI NO CAP I rv I I I I I I I I I I LOT /1 FOUND 111 REEl4R WI NO CAP 0.15' N. & 0.47' W, OF PROP. COR. 588'50'36'£ 161.23' O.J5' N. & 0,-14' W. Of PROP. CCR. / ~ 80.62' ------------------2 Ill 'Ji lo "' " ii; LOT 2 1, K.C.5.P. NO. ,ie,2001 <: 24,/60t sa. FT. -- LOT J 5,65ru: SQ. FT. 588 '50 '36"/: 65.14' LOT 4 4,72at SQ. FT. ~ ~ it /:l ls ~ I =I .. ~~.., -"' ~"' -<,j " "''" ia AAi ~~~ LOT /8 CURVE TABL [: LINE DE:LTA C1 89'J4' 41' C2 90"25'1 9• RADIUS ARC 25.00' J9.09' .25.00' 39.45' /,624± SQ. FT. ~ ts ls d 31'2030' Y" \__-' SITE BENCHMARK "A" ;;! Rad-25.00 • ,-TOP CENTER BOLT ON F.H. I;;_,~ \ EL= 510.2J U.S. FEIT '5 si ~a~· ~ -I- , ,,,'-~-----;E;, ~0~9;0~~;1--~n!lil.oooo~·~-,:;"Rad-25's;58j:'.!ii;:~~f.'.·.2""'--:8-. __ i:::;;; ______ ~ao~.007.155~·-::.52~' ____ .;::::::,,. ____ ....;3!J:9j..40£;':_ __ l,L\,-----------REC~NO. ;20122;;.,-7--( , ,-~~" Ar<-?.i.50 12' TO 8£ 0£DICATED UPON 8 = ). -' -~ lw-3927' ~ RECORD/NG Of 71/JS SHO/?i PLAT n; ', "< 12' DEDICATED TO KING COUNTY UPON RE:CORDJNG OF C-------------L --+-·--------------""7;:,-;:;-:------..... ------~"'--ll ' -THE: PLAT OF GHJNQUAPJN RIDGE:, VOL. 159, PCS. 56-62 --~; ~~J~A~E:~ ~0-:iN~ -c;u~; ~;o~ ;E:COR;;NG OF 134.00 ,.: ---------------------"( THE' Pl.AT OF CHJNQUAPJN RIDGE', VOL. 159, PGS. 56-62 : : lo FOUND CONCRETE MONUMENT 11'. BRASS DISK JN CASE (S. 1/4 COIi.) ! . ~ . i ~~ ~Icy~ FOU/10 CONCRETE MONUMENT -wJ TACK JN LEAD JN CASE (S.£. SE. COR.) ' S.E. t 92ND ST. ' . !,-t / l !~----· ----'---~1.c_ __ _ / ® tl;fcJ t-----5 ~ ...... -_ _j_ ---~~J V ----s 4 655.75'(CALCD) NBB '50 '361'/ 2624.84' {1,IEAS.) _,,S,,,JT£~8~£e,:NC=H"=MAll""K;.,,.,e" B'=c--'· RIM Of SDYER IW/HOLE EL= 502.97 U.S. FEIT I CITY OF RE:NTO/fl f----------------------------------------- !KJNG COUNfij ~ --------------------------------------1 f----------------l----------------------------1 E:XISnNG SOUTHERN E'DGE' OF RIGHT OF WAY CITY OF RE:NTON/KJNG COUNTY BO~E:~ ~E:-JO~ s~u: ~F ~J:T ~F-W:Y ~~:LJ~ ----------------- 1 i GRAPHIC SCALE 1" =20' ...... -... I ,, 20 \ 0 BAS}S OF BEARINGS: 20 BEJ,,~INGS Sf/OWN HERE:ON ARE: BASE:D ON THE SOUTH LINE: OF THE SOUTHE:AST QUARTER OF SE:CTION J2, TOWNSHIP 2J NORT~, RANGE 5 f:AST, W.M., BEING NORTH 88"50'J6" WE:ST AS SHOWN ON THE' Pl.AT OF CHINQUAPIN RIDGE, RE'CORDE:D JN VOLUME 159 OF PLATS, AT PAGES 56-62, RE:CORDS DF KING, COUNTY, WASHINGTON. LEf AL DESCRIPTION: LOT l2, SHORT PLAT NO. 482007, ACCOROJNG TO THE: SHORT PLAT RECORDED UNDER RECORD/NG NO. 8JOJOBOB70, RE:CORDS OF KING COUNTY, WASHINGTON. NqTES: 1. ¥0NUME:NTS I.AST VISITE:0 ON 8-4-04. 2, ~OME: SURROUND/NG HOUSES WE:RE: SCALE:D FROM Q.0.£.S. WE:8 SITE:. VERTICAL DATUM: NORTH AME:RJCAN VERT/CAL DATUM OF 1988. BENCHMARK: KJNLJ COUNTY BENCHMARK NO. 5809 FOU\/0 CONCRETE: MONUMENT W/ TACK JN LE:AD AT SOUTHf:AST CPRf/ER OF SE:CTJON 32, TOWNSHIP 2J NORTH, RANGE: 5 £AST, W.M. ELe'\ATJON ~ 514.98 U.S. FE:ET. SI'l;E BENCHMARK: I Sir£' BENCHMARK 'A' TOP ICE:NTER BOLT ON FIRE HYDRANT ELf:VATION = 510.2J U.S. FE:E:T. SITE BENCHMARK • B" RJM, OF SEWER MANHOLE: ELf/lATJON ~ 502.9 7 U.S. FE:E:T, I CO.VTOUR INTERVAL: 2.00 U.S. FE:E:T. LEGEND: 0, FOUND REBAR W/ NO CAP AS DE:SCRJBE:D @ SANITARY SEWER MANHOLE: *i FIRE: HYDRANT ~-+----11/J!J '29'J3"/: 2663.03' ' ALUMINUM CAP W PUNCH -JZ JJ DN. 1.5' SfC· + CALC'D CENTER OF SE:CnON (PE:R PLAT OF CHINQUAPIN RIDGE:, + VOL 159 PGS. 56-62 I ll,i I 81 ; SUBOIVISION HE:LD PER TH£ PLAT OF' CHJNQUAPJN RIDGE:, VOL 159 PGS. 56-62 RE:COROS OF KING COUNTY. WASHINGTON. r.; FOUND OOED CONG. MON. C W/ BRASS TACK VISITE:D ON 8-4-04 ~2-+--- 5 --_ 8.:._4'. f92N/J Sf, N88 '50'361'/ 2624.84 '0£ASJ 2624.82' (PLAT) FOUNO CASE:D CONC. MON. W/ BRASS TACK ~ "l ~I ~I ~ I I I I ,,. /:l .., l' ~ VISITE'D ON 8-4-04 I ~~---~JJ 5 4 I • ~ Iii: E-;' • ill ~ "~ .... r.:j G.i lQ r,j~ ~ie cS ~~ C!> ~ ~ Ii., ;ti~ rij Q &,.; ~ ~ ~{~: r.i .... I';.) §r.j~~ ~ C!> r,j f!1 ~ §~~8 ~ r;.. &,.; ~ ~ ~~ij ~ ~ ~~ &,.; 0, b:: ~~ '4~ I:) ~ ~ co c:, c:, "J ,... ~f )( 0 • .,_ ._, co 0, C) Lil ~:, Lil <c q; ~ ~ m 'I' ~ .. ' Q) I co Lt i,.....,t Q) N Lil .. • : L,J C: IX) > I-·-,... w <( 0) N "> et: Cl "' Lil ..+,,,:> C: ON l,J co '-' fl) m ...... Q.) <( ~ <o ~ 3:: .t; E ~ <Id ._:" -0 -0 z O • "J ,.Cl L,J .::.. 3: :,.: C .:.: "' L. • IX) ~ w ..+,,,:> 'I' -E w 0 0 0 :i: ~ ~ -I I.. v, ~ ..... @ . 0 Q) • Lil -:r: C LJNccn t-~u. C (,f)O Q. z o .... a 0 J IX) _, >-"J a.. < I:;;: "' II 0: --:.E Cl It I-I -z w ~ •• ~ w L. u ::'.l U O w <( (1) . :i: u ~ z,... u Ill Lil 0 s 0 'I' 0 >-m .2 ....., Q) 1: 0 co <Xl ::J ~ 0, ~ (/) I /<) N ~ u Lil <J I 00 L,j ... ,... "' i,.: c:, Lil .. c:, N >-"J ._, cc ·: 0 Zz 3:: <( "' I "'0 a.., I N EROSION C10NTROL PLAN FOR GURDEV S'TNGH SHOR1 1 PLAT LOCATED IN THE S.E'. 1 /4, OF THE S.E. 1 /4, -------------~------------- GENERAL N01ES OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 1. All construction shall be in accordance with the King County Code (KCC), King County Road Standards (KCRS), King County Surface Water Design Manual (KCSWDM) and the conditions of preliminary subdMslon approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to King County. 2. The design elements within these plans have been reviewed according to the King County Department of Development and Environmental Services (DOES) Engineering Review checklist. Some elements may hove been overlooked or missed by the ODES plan reviewer. Any variance from adopted standords Is not allowed unless specifically approved by King County prior to construction. s HOUSE: (SCALED) LOT A K.C.LLA. NO. 12Bo027 CLEARING LI~ITS, TYP INLET PROTECTION "' 0" --,---------J"'o~ I[} 0 CQ <no HOUSE: I TRACT F "' 0 "' 0 "' "' LOT 15 LOT 2 5,659± SO. FT. 15• APRICOT \ r-----, \ I I GARAGE \ I F.F.~ 512.4± I \ (TO BE: REMOVED) I \ WrJ 5, 6591 SQ. FT. r---, ~ -,, HOUSE (SCAL£0) \_ .J 1 ---- I \ / ' \ / ' I / '\ I V .,....----..., \ TREE PROTECTION FENCE 9' RADIUS MIN. \ I /,I ', ', ~fil / \ I _ Iv, I LOT 2 \ \ I // ~ K.C.S.P. NO. 41!2007 \ \ SEE SHEET Ll F~~\ MORE INFORl,';\TION ':'. '\ U,160± SQ. FT. \ '\ \0 8£ REJ./OVED( ______ 1 \ LOT 1 4,709± SQ. FT. 0 -~ ,t,}<;l'i' I _II I 1 Ji cf.l,., '/1<:s. 1 \ 11 I ~<.,·~ \ I \ \ I <? I I I \ 1~--I I 'I'-, m aER~•mt C'~~ I I I t!_( R PSE I I \ \ \ ~1 \ · I I l \ I l T \ \ I \ I I I j \ \ \ I I L-<_-_r-I I I I I S;<"-1: \ -~ ~1 I I /, FT. :~f!i\ Jti! I \ I I 18• APPLE (TO 8£ REJ./01/fD) lit DTL 1/3 /--"s;:----:-:--~~~..-.\i~ ...... ,.....ii:.-- f1ii-~ , I I LOT 4 4,720± SQ. FT. LOT 17 SHED HOUSE: (SOOED) LOT 18 1/0USE: JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ~----EQUIVALENT, IF STANDARD -~-.. STRENGTH FABRIC USED FILTER FABRIC--- ~ MINIMUM 4"x4" TRENCH _// BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5'/' WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT DTL NTS EX. CB'S #7, RIM=507.45 S IE=504.91 (12' ADS) E IE=504.95 (12' RCP) NE IE=505.37 (6' PVC) #8, RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) g9. RIM=500.40 E IE=497.05 (12' ADS) W IE=497.06 (12' ADS) 3/3. SILT FENCE NOTE: A DEMOLISHING PERMIT IS REQUIRED TO DEMOLISH THE EXISTING HOUSE ON-SITE. 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (e.g., domestic water conveycnce, sewer conveycnce, gas, electrlcol, etc.). 4. Before any construction or development activity, a preconstruction meeting must be held between the DDES Land Use Inspection Section, the Applicant, ond the Applicant's Construction Representative. 5. A copy of these approved plans must be on the job site whenever construction Is In progress. 6. Construction noise shall be limited In accordance with King County Code (Section 12,88); normally, this Is 7o.m. to 10 p.m. on weei<days and 9 a.m. ta 10 p.m. on weekends. 7. It shall be the Applicant's/Contractor's responslblllty to obtain all construction easements necessary before initloting off-site work within the road right-of-way. 8. Franchised utilities or other Installations that ore not shown on these approved plans shall not be constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 Is submitted ta the DDES Land Use Inspection Section three days prior to construction. 9. Datum shall be NA VD 1988 unless otherwise approved by ODES. 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed In accordance with Section 81 3.02 of the APWA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open cutting of existing roadways Is not allowed unless specifically approved by ODES and noted on these approved plans. Any open cut shall be restored In accordance with KCRS 8.03(8)3. 14. The Contractor shall be responsible for providing adequate sofeguards, sofety devices, protective equipment, flaJgers, and any other needed actions to protect the life, health, and safety of the public, and ta protect prop•1Y In connection with the performance of work covered by the contractor. Any work within the traveled right-pf-way that may Interrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1-07.23, 'Traffic Control,' of the WSDOT Standard Specifications shall apply In Its entirety. EROSION AND SEDIMENT CONffiOL NOTES 1. Approval of this erosion and sediment control (ESC) plan does not constitute on approval of permanent rood or drainage design (e.g., size and location of roods, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities Is the responsibility of the applicant/ESC supervisor untU all construction Is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, If required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior to or In conj.mctlon with all clearing and grading so os to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan ore the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified ta account far changing site conditions (e.g., additional sump pumps, relocation of ditchos and sUt fences, etc.) .. 6. The ESC foti:!ties sholi be Inspected daily by the applicont/ESC supervisor and maintained to ensure continued prOjler functioning. Written records shall be kept of weekly re~ews of the ESC facilities during the wet season (Oct. 1 to Apri 30) and of monthly re~ews during the dry season (~oy 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., saeding, mulching, plastic covering, etc.). 8. Any areo 11eeding ESC measures not requiring Immediate attention shall be addressed within fifteen (15) days. '\ '\ ~ -L I\ --> 2:-: 711* -- ('---~""------t~~~(l::~~:;::=:=::======='"'.~=-~'--.::::__:=Lt: ~ --w ~':_"-7'-'---'l' ~;;;;';;;E;;X,;;;C~ON;;;C:;-;;, ,R-£C_. _l/0_. _'~'\ " I CURB cur 508/ I ~ !R! UR8 ---- • "'a "' 0 -2 FOR CHINQUAPIN RIDGE PLAT 9. The ESC facilities on Inactive sites shall be Inspected and maintained a minimum of once a month or within forty-eight ( 48) hours following a storm event. 10. At no tinla shall more than one (1) foot of sediment be allowed ta accumulate within a catch basin. All catch basins ,and conveycnce lines shall be deaned prior to paving. The cleaning operation shall not flush sediment-laden water Into the downstream system. -----EX. WATER 2.i? SILTFENCE DTL 3/3 ---- PROVIDE EXISTING CB WITH SOLID LOCKING LID SHOWS 12' DEDICATION TO KING COUNTY (NOTE, SAME NUMBER IS ALSO SHOWN WEST OF SITE) 11. Stabilized .construction entrances and roods shall be lnstalied at the beginning of construction ond maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that oil paved areas ore kept clean for the duration of the project. 12. Any permanent flaw control foclllty used as a temporary settling basin shall be modified with the -~-SITE BENCHMARK 'B' RIM OF SEWER l,';\NHOLE EL=502.97 U.S. FEET • 655. 75' -----' ----_EX.j_EWEfl_ _____________ _ -t--necessary erosion control measures and shall provide adequate storage capacity. If the facility Is to function ultimately as an Infiltration system, the temporary facHlty must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. \\here straw mulch for temporary erosion control Is required, It shall be applied at o minimum thickness of 2 to 3 Inches. ASPHALT £DC[ 'b 0 SSMH 'f, RIM=502.97 " ~-----. a· PVC E.-w. j CITY OF RENTON\ CTR. CHANNEL=489.72 ~----~- !KING COUNTY I ~ EXISTING SOUTHERN EDGE OF RIGHT OF WAY EROSION CONTROL PLAN 1" =20' / CATCH BASIN ~ GRATE 11 I I I I I I I I I I I I • ,,,---,=T -111 OVERFLOW SOLID WALLS= NOTE: THIS DETAIL IS ONLY SCHEMA TIC. ANY INSERT IS ALLOWED THAT HAS A MIN. FILTER MEDIA FOR DEWATERING - 11, I Il I i' I DTL NTS POROUS BOTIOM 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 1 /3, INLET PROTECTION 87' SILT FENCE DTL 3/3 CITY OF RWTON / KING COUNTY BORDER LINE 30' SOUTH OF RIGHT OF WAY CENlER LINE 10' SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 d;I I I 4-6" Length may be modified by DOES inspector as site conditions warrant. DTL 2/3, CONSTRUCTION ENTRANCE NTS '------------------------------·---···-"-·••""-"""-·-·-···--·-···-----·-·-------··---------··-·--·---·----- 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT 14, Prior to the beginning of the wet season (Oct. 1), oil disturbed areas shall be re~ewed to Identify which ones con be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the ODES inspector. The DDES inspector can require seeding of additional areas In order to protect surface waters, adjacent properties, or drainage facilities. TEMPORARY EROSION CONTROL SEED Chewings or red fescue Festuca rubra var. oom.mutata or Festuca rtm"a ~nnual or perennial rye LoHum mt<lt\florum 0'1' lo!ium pi1'tmno . Redtop or colonial bentgrass Agros«s albt> or Agrostis tmuis White dutch clover Trtfo!ium ropims RECO~~ENDED CONSTRUCTION SEQUENCE 1. Pre-construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. Grode and install construction entrance(,). 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Grode and stabilize construction roads. 7. Construct surface water controls (Interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 9. Relocate surface water controls and erosion control measures or Install new measures so that as site conditions change the erosion and sediment control Is always In accordance with the King County Erosion and Sediment Control Standards. I 0. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 11. Stabilize al_l areas that reach final grade within seven days. 12. Seed or sod any areas to remain unwarked for more than 30 days. 13. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. % Weight % Purity 40 98 40 98 10 92 10 98 ... MIX % Germination 90 90 85 90 5 q -'/re-p~ Competlon ato u.7-/!Ji Completion Dote ~-11..-Db Approval Date .. ------- • ~ i.; e-.· • I,) ~:s: ... "'i ~ i.i ~ e-. • Iii;:! ~ ~ liJ ~ ~~~~ e-. ~ E-, ~ s!l c3 ~~~-~ ~ • ~ !i'i ~~~~ ~ ~ ... ~ O') t" ~ i.i C\l c:..) ~rti~~ ~ ~~~8 :::i e,; ~ s!l rj3 ~~c~ ~ .... e-. C CR • ~ r.., ~ c,i e,..; O') t]~ c~ ...:i e,..; c..i ~ ~ • ~ Cl) • (/) s a::: w w co z -(.!) ~ z u w ti Lu :c 1/1 ·. '""r'''".•.-·,., N w E s HOUSE LOT 15 LOT 18 HOUSE: (SCALED) STORM & GRADING PLAN FOR GURDEV SINGH SfIORT PLAT LOCATED IN THE S.E. 1 /4, OF T'HE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, LOT 17 KING COUNTY, WASf!INGTON HOUSE: (SCALED) M WI W2 W3 ROCK WAll INFORMATION TABLE LOCATION WAll EL. fFTl STATION & OFFSET TOP BOTTOM STA 9+80 35· LT 502.5 500 STA 10+00, 35 LT 504.9 502.4 STA 10+00. 44' LT 506.25 506 W.M., O.D. end cap or plug clean out wye from pipe flow to second di~persal trench 1f necessary 1' NOTE: ELEVATIONS ARE GIVEN FOR THE CONDITON THAT NO ROLLED CURB IS PRESENT. SINCE THERE IS A CURB, THE TOP Of THE CURB WOULD BE ,50' HIGHER ------~ ----notched grade board t x 2" notches 18" o.c. 4" or 6" perforated pipe laid flat/level t I LOT 2 5,659± SQ. FT. DOWNSPOUT .,.___,,, 25' Tl 10' 1 DISPERSION DTL 1/4 T7 10' l type I CB w/solid cover (locking) type I CB w/solid cover .,.._ HOUSE (SCALED) LOT A K.CLL.A. NO. 1285027 NEW ROCK WAL! DTL 6/6 -t-- . "'a "' 0 - ASPHAU EDGE TRACT F STA=9 93.67, 27.88' LT EL=SO 1.50 (FL) TYP. TYP. T2M-~- T3 \ \ <.J' ~ "' TYP TYP. NEW HOME, TYP LOT 3 T8 (APPROXIMATE I 5,659± SQ. FT. LOCATION AND SIZE) T9 25' TYP. LOT 2 K.C.S.P. NO. 482007 24,160± SQ. FT. ~I ,...,,. __ --I LOT I Tf 4,709± SO. FT. EL=506.~ ; I'~~ \I STA=Ot87.19 EL=507.24 Tl -J_ 'in 'in T 25' JYP. T5 CURB FLOW UNE . ' . '; ,..: . . ,' ' . . ---- EX. WATER ----------- STA 10+00 --+-1---- T6 (EDGE OF --,,.-1,1_.!l,ASPHALT) •• 25' T12 r---l-4---s10---!ll-~--.4=c,;---i,;:25;,..' ~----!~ 508-b'--.L ' ............. ~. ·. •· •· ........ •1· ............ •· / ->; 64r· Az(>i/J ..•. Z.-~Q .... ,. "' "" ....... . ................ . . " ........ . . . . .. . .... " .. ........... • .. • i:5> ........... ···•· ,..._,," .. ·:.· ............... "-- . '" ............ "" .'. ::. ::::::: :::: 0 . .5:. TII I \ 510 508 LOT 4 4,720± SQ. FT. ·• . .. ·... 4 ' ,I .. ....:... ....:.. . . --= ---..:_ 4:..:..:..:..:.:.: ~ ~ -. <ll.t I rx.sTORW -------- -------_J______ I #8 STA 11+00 SITE BENCHMARK '8' NB8'00'J6"W 624.84' (IIE:AS.) SHW LOT 18 HOUSE: EX. CB'S fl. RIM=507.45 S IE=504.91 (12' ADS) E IE=504.96 (12' RCP) NE 1£=505.37 (6' PVC) #3. RIM=507.80, (SOUD UD) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) /19. RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1993 KING COUNTY ROAD STANDARDS REC. NO. 9201220877 ~ EX. CONG. 11+56.34, 27.88' LT L=507.38 (FL) PROVIDE EXISTING CB WITH SOUD LOCKING LID FOR CHINQUAPIN RIDGE PLAT SHOWS 12' DEDICATION TO KING COUNTY (NOTE, SAME NUMBER IS M.SO SHOWN WEST OF SITE) ---· --- RI~ OF SEWER MANHOLE --STAOtOO NSITE ACCESS);;-- EL=502 ·97 U.S. FEET. STA 10+72.94 (SE 192ND ST) S.Jf. fQJINJ) si.x. WATER"-------_±::_J (PR!Nf!J:_..a .AR1'.ifJUN,--- '/f/-M'v/O'/f 1'0 NOR1'H) --SB9'04'1J"E295.77' ----- ~ ' STA 12+00 655.75' -t EX. SEWER ---- ------------ ~ ~ o' ASPHALT EDGE SSMH ~ RIM=502.97 ,.. ~---- SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL,=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 " 0 L() . A D:1---" influent pipe (max design flow ~ 0.5 CFS per trench) clean out wye from pipe PLAN NTS galvanized bolts min 4" x 4' support post filter fabric *15% max for flow control/water quality treatment in rural areas. pipe 1'-0 min O.D. 4" or 6" perforated pipe laid flat clean ( <5% fines) 1''/2 -3/4 washed rock SECTION A-A NTS flow to other branching CB's as necessary 1s" o.c. I --...:::~:::::i ~ 2" T 2" grade board notches 2" NOTES: 1. This trench shall be constructed so as ta prevent point discharge and/or erosion . 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. 8' PVC E.-w. I CITY OF RENTON j CTR. CHANNEL=489.72 '-· -----'· 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT DTL 2/4. I TRENCH WITH NOTCHED BOARD ALL NEW HOMES SHALL ROUTE ROOF RUNOFF Tl/ROUGH DTL 1 /4. slope --small catch basin or yard drain j ~----------I:: 25-Foot vegetated:: ; ~~£.0~ },:9~_:'1~;:: {,700 sq. fl. Simple 10-foot trench Type I CB ,..,. ,-;...,------------------------>700 sq. ft. ::----------::.----------..:.--------------------= :: 25-Foo\ vegetated= : Flowpoth Segment ::: ::----------~--------------------------------::----------:.;.----------.--------------------Maximum 50-foot trench w/notch board see Fl ure C.2.1.D . C-33 ( g • p ) PLAN VIEW OF ROOF NTS DTL 1 /4, DOWNSPOUT DISPERSION NTS !KING COUNTY I ~ DISPERSION TIRENCH LENGTHS TRENCH LENGTH tFTI I 12' TRENCHES PER DTL 2/41 EXISTING SOUTHERN EDGE OF RIGHT OF WAY STORM & 1" =20' BMP NOTES: CITY OF RENTON / KING COUNTY BORDER UNE 30' SOUTH OF RIGHT OF WAY CENTER UNE GRADING PLANi A. THE FINAL SHORT PLAT SHALL INCLUDE THE RECORDING OF APPUCABLE DOCUMENTS FOR IMPLEMENTATION OF STORM WATER BMP'S AS DESCRIBED IN APPENDIX C OF THE KING COUNTY DRAINAGE MANUAL FOR REDUCED IMPERVIOUS SURFACE, PAGE C-71/74 AND BASIC DISPERSION, PAGE C48-52. A DECLARATION OF COVENANT AND GRANT OF EASEMENT 111TH THE REQUIRED TEXT OF INSTRUCTIONS SHAll BE RECORDED TO ADDRESS THE PROPOSED UMITS FOR IMPERVIOUS SURFACE 'MTHIN EACH LOT AS SHO\\N ON THE ENGINEERING PLANS. B. THE FOLLO'MNG NOTE SHALL BE SHO\\N ON THE FINAL RECORDED SHORT PLAT: 'SINGUE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREA TED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANTS AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPUANCE 111TH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMlmD FOR DRAINAGE REVIEW 'M-IEN APPLICATION IS MADE FOR A SINGLE FAMIL y RESIDENTIAL BUILDING PERMIT FOR THE LDT.' TYPE CB1 1 CB2 I Tl 10 T2 10 T3 12 T4 10 T5 10 T6 12 T7 10 T8 10 T9 12 T10 10 T11 10 T12 12 NOTE: DISPERSAL TRENCHES ARE TO BE INSTALLED UNDER THE INDIVIDUAL BUILDING PERMITS. CB SCHEDULE RIM INVERT COMMENTS 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE 501.63 498.03 STA 9+94.67 (23.35' LT), 'MTH LOCKING SOLID LID PIPE SCHEDULE PIPE TYPE UENGTH SLOPE CB1 TO CB2 12' CONC 4' 4.50% .. -----.. ·------------------------------------ DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to DDES prior lo the preconstruction meeting (l(CC 9.04.100.D). 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-02.3(1). This shall include leveling and compacting the trench bottom, the top of the foundation material and any required pipe bedding to a uniform grade so that the entire pipe Is supported by a uniformly dense unyielding base. 3. Steel pipe shall be galvanized and have asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall hove solid locking lids. All drainage structures associated with o permanent retenlion/detention facility shall hove solid locking /Ids (KCRS 7.05), ~~c~~.c~~~ s~~~~l;;oi;~;:~ c;~f;;E~~.K~~!t~;ln~0~~~~~~~~3,.fr~~:~y 2~0~~~g o~0~~~}0, and shall (KCRS 7.05). 6. All driveway culverts located within King County right-of-way shall be of sufficient length to provide o minimum 3: 1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections ta match the side slope (KCRS 7.03(L), Drawing No. 2-001). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a, depth of 1 foot, and must meet the following specifications: 4' -8' /40-70 r. passing; 2'-4' rock/30-40 % passing; and 2' minus rack/10-20 % passing. Installation shall be in accordance with KCRS 7.02(8), Drawing\ No. 2-024. 8. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for Infiltration by King County. Stub-outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to ser,ice oil future roof downspouts and footing drains, driveways, )'Jrd drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved slormwoter conve)'Jnce system or to on approved outfall location. b) Outlets on each lot shall be located with o five-foot-high, 2' x 4' stoke marked 'storm' or 'drain'. The stub-out sholl extend above surface level, be visible, and be secured to the stoke. c) Pipe material shall conform to underdraln specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements ore required for drainage systems designed to convey flows through individual lots. e) The Applicant/Contractor Is responsible for coordinating the locations of all stub-out conveyance lines with respect to utilities (e.g., power, gos, telephone, television, etc.). f) All individual stub-outs shall be privately awned and maintained by the lot homeowner. ~~b t r CJ-IP-f,?' ~ Completion Date ~2/,9i C pldtion Oote q _ /?_.. :{}_fj Approval Dote ~ ~ ~ ....: ~ ~ ~ ~ ~ ~ Ct) • () (/) 0:: ~ w z 1---i z j +-> 0.. w. Cl) ~ ~ ~ +-> V) ~ 0:: 0 0 >-w z > e::: ::> V) ~ C) • V) s 0:: w w cd z c., ~ z Lu u • ~ ~ e-;' . (/) z~ ..... r.:j • l() .... "'1 ~ tti ~ ~~~~ .... ~ E-, ~ t'.!) ~~~-~ -~ Clj ~z~~ t.!) ..... ~ (,J ~ Clj ki C\l ::.. tti ~ ~ ~~~8 :::;e-.~~ t'.!) ~ 0 ~ ~ ..... E-, 0~ • r.., ~ C\l e-; O') ll~ c~ .... e-; C,) ~ ~ lX) 1' ~~ co LC) t'I N 'x' ~ii' " ... ._. 1' (0 .. (!) 1/) ~~~ 1/) 1' LC) lX) ~ s:. ~.:.::. I CO"""'""' N " 1/) • : L,J IX) > I- N~ w< tt) II) Q:; 0 ON IX) ...., "' ....... ~ £ E <o .... • -0 Q I--u z O • -;, w..::, ~ :.:: "' E td • IX) Q) .,.. -E L,J o o e :i: :'ii, I u Cl) i'ii 0 • N -~ L,J,...,c~ I-O U Cl) • ~ .:.J :;.: 0 J'-'::;j:IJl~ ~ .,!. :E Q~ I-I L,J z wJ ~ •• L,J .. u~ U O L,J<( :i: u Zc, u (/) 1/) " ..... " "' ..S! ...., 0 IX) ~ IX) ..... ~ I N .... II) :.,: + C() ....... ~a tt) 1/) "a N >-N ..._,, co •• • zo 3:Z ~ a, Q Sl ,, ; j' seo 510 500 490 480 N s HOUSE: (SCALED) LOT A K.C.LLA. NO. 1285027 NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT HOUSE: I TRACT F LOT 15 wr 2 5,659± SQ FT . .,_,. \ \ -0 ,-,...------1-- LOT I 4, 709± SQ. Ff. T \ HOUSE: (SC/lUD) J ROAD IMPROVEMENTS/ STREET TREE PLAN FOR GURDEV S'INGH SHORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT J I 5,659± so. n. LOT 2 K.C.S.P. NO. ,f82007 24, 160:I: SQ, FT. HOUSE: (SCAL£D) NEW HOME, T'IP {APPROXIMA T£ LOCATION NW SIZE) LOT 17 SH£D HOUSE: (SCALED) 2 ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE'. OR THE FACE OF THE CURB ACCORDING TO TH£ 1993 KCRS REQUIREMENTS. LOT 18 Ex. cs's fl. RIM=507.45 FIRE HYDRANT OR UTIL/TY POL£ NOTE 1.---'---" 15' MIN. SIDEWALi< NEXT TO VERTICAL CURB ! 10' MIN. 50' MIN. 50' MIN. ~ PlANTING STRIP r~~ I 10' MIN. I SIDEWALK TRNlSITION DTL 2/6 'II/ 5' ASPHALT PAD AT BOTTOM OF RAMP t STA=-0+87. 19 ROLJ.ED CURB DTL 7/6 HOUSE: S IE=504.91 (12" ADS) E IE=504.96 (12' RCP) NE IE=505.37 {6' PVC) NOTES: .E.1.e.t:J VERTICAL CURB LINE NEW ROCK WALL DTL 6/6 TAPER, 10:1 • -"a "' Q ~ CLRB DTL 5/6 I I 2 : : . ·.<· ....... <<·:··· 2%', :·<.· .. ·:·:·:·::<·:·:I:::<<<·:·:· ' ·.' ·: ,:.t.:,: : ... '1:/21 · $(). ii.< / <:<~'. ·::<<:: { . • ......... ~ •. ···•·•·•·•· ~ . I· .. . ~---:. ' ·::: ... ::: '' ·,. .... '' .;, ' . . .. . ·, ..... ; .. · .. ' . ... --.-• \ ' --- PAT. SECTION DTL 4/6 (PRIVATIE) ..... .. • ' <4 •• • .. ·.~ ;..... ~ LOT 4 4,720± SQ. Ff. .. ~ .. -.; n. sro~w -----"l'1 ,=;en""',-. "'"'"' I ~ ~ oe- FRONTAGE IMPROVEMENTS -----------·-------_J__ ____ EX. WATEri-----_[:;i t';'l~ ~-t-DTL 3/6 ___ STA_" 93.67, 27.88' LT· STA lOtOO S.I. 19J!ND SI'. ~ \.:.. ---+-1--------+·-,-.--1-_STA 11+00 _ ;>- I I I [X CONC . PROPERTY CORNEil STA 11+52.84, 42' LT 6 1/2' SIDEWALK. DTL 1/6 CONTINUE TO AND MATCH EXISTING SIDEWALK f,. RIM=507.80, (SOUD UD) (ASSURE LOCKED STATUS) N IE=504.5'f (12' ADS) W IE=504.37 (12' ADS) #9. RIM=500.40 E IE=-497.06 (12" ADS) W IE=497.06 (12' ADS) EX. LIGHT POL£ &: FH ARE TO BE RELOCATED PER THE 1993 KlfG COUNlY ROAD STANDARDS REC. NO. 9201220877 ';:! 1 +56.34, 27.88' LT FOR CHINQUAPIN RIDGE PlAT PROVIDE EXISTING CB WITH SOUO LOCKING LIO SHOWS 12' DEDICATION TO KING COUNTY (NOTE, SAME NUMBER IS ALSO SHOWN WEST OF SITE) DTL NTS 1 /5, i 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. AT INTERSECTION PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTE-1 OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL SE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS, MIN, CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDEN1)AL OR 8 FEET IN BUSINESS DISTRICTS. · 3. ON BUS ROUTES, PLANS SHALL BE 'i:;ooRDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC, 5.03 . STREET TREE S(['ANDARDS SITE BENCHMARK "B' NB8'5a'J6"W 624.IH' (MEAS.) (PRIM~~ ..dR1'8.llW. RIM Of SEWER MANHOLE ~ -EL=502.97 U.S. FEET STA o+oo t NSITE ACCESS)= T/,1,1 '011' !'() NO.R!'/1) -Sl!9'(),f1J"E:29°s:77' ----- STA 10+72.94 (SE 192ND ST) 'b 'b \ -EX. _2EWER s: :+oo -~--655.75~ --------t -- ASPHALT WC[ NOTE: PROVIDE FULL WIDTH OF 1" MIN. PAVEMENT OVERLAY IN SE 192ND ST ACROSS THE ENTIRE PROPERTY FRONTAGE ~ ~ ~ o> ASPHALT [DG[ SIT£ BENCHMARK "A" TOP CElffi'.R BOLT ON F.H. EL=510.23 U.S. FEET SSMH 'b RIM=5D2.97 " ---- 8' PVC E.-W, [ CITY OF RENTON [ CTR. CH,1NNEL=489.72 '-· ---...J. !KING COUNTY J ~ EXISTING SOUTHERN EDGE OF RIGHT OF WAY STREET TREES { 4 TOTAL) AMUR MAPLE (OR AS APPROVED BY ONSITIE INSPECTOR) 3 CALIPER DTL 1/5 CITY OF RENTON / KING COUNTY BORDER UNE 30' SOUTH OF RIGHT OF WAY CENTER UNE ROAD IMPROVEMENTS/ STREET TREE PLAN ' t "=20' . ' ' .... . . ' . . ' . ' . ' ' .. ' 9t00 . . :_. EXISTIN( GRADE . . . 0 Nf:/1 LOW LINE . . .~ NEW GRADi O NEW.FLOW L lE ..... . . NORTH .SID OF ..... . SE 192ND iT . . . . . POSSIBlE'FUTU E .. .. : : / FLO.W UNE : : : : : · · · STA 9+93.67. . ..... _ ~·--~ -~~-+-'-~-:-:----'--' .. EL=501.50 -·-: ~ WEST'PL... . ...... _ . .,_ ____ ------. ' ~-----1"~ . . . . . ..... --~ .. - STA 9+87.67 · EL=501:20 · · WEST END OF SJDEWALK . TllAN: TION . 10+00 FLOW LINE PROFILE . 1 " '. · ? n' ~I ' " -·-1 ()' Tf STA 10+ 72.94 EL=504'90 · · CL OF ONSfTE. , :CESS 11+00 STA 11+56.34 EL=507J~ .. EAST END OF IMPROVEMENTS -EXISTING FLOW / .. UNE STA 11+52.84 EL=507,30 · · EAST PL .. 12•00 SSMH Rli.1=512.54 6' PvC E.-W. CTR CHANNEL=498, 14 540 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT . JXl~ONG .. GRAD~. . . . ... . . · · · · · · · o ~~i 1E~l~r ···· ············· · s· .... ~. . ' ' "' ' ' ' ,,,,,,,,,,,,,,,@, OAD,C,ENTERLINE , .. "'"" ""'" '""""""""" """" 530 < "'""""""'d' ""''' ' ....... "-' ,s;; ,::: 0 ~ ,.,,,,,,' ' · N~ ················~ '' '' ···~ '~ '''' ' '' ' '' ' " ' ' ··~ ~. ' .. ,, ~. ' \ + cJ .. a:: .... 0 ............................ , ........ "o ,H ...... , " 520 ' ' '5 ,,,,,,,,,,,,,,,,,., ·~ ' e3' ""' ' .. ' ..... ,,. ··~ ~· '' ' ~ --1il '' "'"·g.,; " .. ~~ ·~:ii ~iri''' ''8' ' ,:;1il ' ~1il ':;:is;i ;:t;~ ' "'" ""'" . . .. . ;,!; JI. ....... ;,!; JI ... 6 1.1 ... c:5 JI ........... i JI . .. ... .. ... . .. .. . . .......... .. ................ ~~.,, ...... ~~· , .. t;~ .. ~~ .. "''"""'"''lt~ "~·· •. ~ ... ~·~-,--:~ -7~·-.~.~.~-~ 510 ,,.,,,,,,,,,,,,,,,." ..... ~,,.....-:.'.'..-:'.°.~.'" ' ' \ n•M • ·~···· • · · , ,:.;.:·..:.;_·:.:;.·.:..:.._ · ,;A/'. B%-6.1 % '"""'"'" ........... V''" "'0 .......... .. ' ' ''" ' ""'' ' ',,,,, .. g;' ... 15 ~· · · .. · · · · · .. · · ~~~v°!1ai~. ·····~ ~···· i ~ · 500 STA0+27.88 ················ · r~io~EDIC TION} ~ § .... ···~ ~13 . FLOW.LINE.ELEY ;;.504.90..... . ..... ... .. .. . . ......... . . . . . . .. .. G3 s;i.rE ..... 490 m~f~lUuR{sr~tlitsHLo~E~; f:9:4·~~ :: I :: : t~i\ i:: T : : : ~ ~i: O•OO !tOO ACCESS ROAD (P.A. T.) PROFILE 1" =20 1 H, 1 11 = 1 O' V ~ • ~ ~ lit: e..· ~ • ti) ~~ ... r.:j ~ • IQ E-. "'l ~ r,j ~ e,., Cl;~~~ ~ E-. ~ ..;, r:i:: \:.!> ~ ~~~-~ • r:i:: Ii} 1:/J ~~~~ ~ ~ ... "'~ t;j r..i "1 I:.:; ::.. r,j e:: ~ ~ kl ttj O ~~Ii}~ ~ !::le,.;~~ ~!c;O~ ::-,;;: r:i:: ...; E-. C 0~ • ~~~ ~ 23 ~ ~ 0~ ...:i e,..; ~ ~ ~ a ~ ~ \ D l .. ,--------.~-------vl'/,,1--------,-..__ ~" PLANTING STRIP >---DUMMY JOINT ----:::> 1 / 4" 'Y" GROOVE EXPANSION JOINT NOTE: DUMMY JOINT @ MAX. 15' C-C EXPANSION JOINT ALONG CURB 1 / 4" 'Y" GROOVE @ MAX. 5' C-C DUMMY JOINT B VERTICAL CURB & SIDEWALK EXPANSION JOINT 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 1/4" EDGED GROOVE MAY REPUICE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. DTL 1 /6. CURB & SIDEWALK JOINTS • NTS . . ' ' SECTION A-A NOTES: 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 2. SEE SECS. 2.02 ANO 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 ANO 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB ANO SIDEWALK JOINTS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATIERN. (SEE FIG. 3-007,) DTL 2,!_6, SIDEWALK TRANSITION ' NTS B DETAILS FOR GURDEV SINGH SHOJ~T PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 30' ROW 12' DEDICATION 27.88' 7' 7.12' w i---------------------'--~1----'-'~----15 REMOVE SHOULDER & \ REPLACE WINEW PAVEMENT SECTION -!--'--!-'1c.:' S"-"AW"-'C"'-UT'- ~---!i4.W@4!i/!J..--~ @FOG LINE WIDTH VARIES 1' PAVEMENT OVERLAY ~ ~ Cl. 2% 1' MIN. SIDEWALK, DTL 116 '---CONC. VERTICAL CURB & GUTIER, DTL 5/6 4.5" ASPHALT CONCRETE, CLASS B 4" ASPHALT TREATED BASE '----ADDITIONAL TREATMENT IIAY BE REQUIRED DEPENDING ON SOIL CONDlllONS SEE SEC. 4.02 NOTE: SLOPES OF 2 TO 1 ARE ALLOWED \\\-IEN IT IS NECESSARY TO AVOID GRADING ON NEIGHBORING PROPERTY. PROY1DE 1" MIN. PAVEMENT OVERLAY OVER ENTIRE ROAD 1'.1DTH FOR THE LENGTH OF THE FRONTAGE IMPROVEMENTS DTL 3/6, FRONTAGE IMPROVEMENTS w :z: ::l >-u < le!: >-~ NTS 41-011 >-i':'i ~ < 0.. i's ~ El CURB, DTL 5/6 J.·, ',~ 2' COMPACTED DEPTH CLASS B -----' ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDl110NAL TREATMENT IIAY BE REQUIRED DEPENDING ON SOIL CONDl110NS. SEE SEC. 4.D2 30'-o' 22'-o' -0.02 FT./FT. DTL 4L6, P.A. T. SECTION ' NTS EXPANSION JOINT * NOTE: TOP OF: UP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTTER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. DTL 5/6. CURB DETAIL NTS 4'-0 11 >-~ w ~ :z: ::l >-< u a. g i's ~ t::; El iS ',~ J.1 # --------------- 4 CHAIN LINK FENCE 12" MIN. THICKNESS OF 2"-4" QUARRY SPALLS 4" ,.' · 1"' ' .. . . , . . • 4 .. ~· . . • 6 SIDEWALK J GRAVEL BACKFILL FOR DRAINS 2-~-! PERFORATED _ __,,- PIPE 6" MIN. Km/AY FILTER FABRIC _ _,.-- NOTES: 4'-6'" PAY LIMITS EXCAVATION ONLY 1, SEE SEC. 5.01. 2. WSDOT/APWA 9-03.12[ 4] 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER. 6/6. I DTL ROCK FACING, CUT SECTION NTS CURB ' ~ EXPANSION JOINT 10" 2" 3 1/2"~-~ I ~I~ 1"' ""'· '-·~ .. _ .. r .•••.. ~: : _.·.~./FT;_. -.-~ 0 02 2 ,..._ o ··: . ;,: ', : . .; •. · .•. ··;: __1 C .·. '!-/FT. n"" .. · .. 1>~, ·<_-.;, •. ' .. ,._. .. ,_. . R , , ' ' , " ' ' , ',i ,', ' , l',iJ i• : It -s-.. ~ ... t"::~·>~.~.~··.:~·.,;: ... : .. :·,1~·.:>_~:.:t,·:.:· ~/· ... :· <r • • ' ••••• ' .. t\ • , • . • ~ <.O • • • ..... • • • . ;, • ;• • ~ . ,· ...... ,, . ', .... ·,:· •• ••. f . · ....... , • ·. . • , ,.. .. . ; .•.. , · · CEMENT CONCRETE · . , · 1 • ·· ',\ · ·; · . · · .. ,. ·" • · • ·, .. · SIDEWALK DTL NTS ..... ," ~ ... ·· :_ ·:· :; . "\50 . ' . •• 12" '---OPTIONAL FOR INTEGRAL POUR CEMENT CONCRETE ROLLED CURB 7 /6. ROLLED CURB DETAIL ----------_I ~ ~~ Q.) • E (/) s ~ L,.J L,.J ro z -0 ~ z u w 0 ij ill I fil "' .... IO I 00 iii ... ~ t~ --CQ •• ci Zz -.. ~m Cl~ --··,-------------:"-----------------------------------------------------------'--------------------------===========::::::======~~~----=.:J ,I, \ I I -- I I I I I I I '\• -1 ,,, I I I I I I I I I I ~' c· + I I I+ I I rn, LC 2 / \ / \ \5,659 SQ. Ff. "'--" I I fr, 18" APRICQf \ \ WI I · 4.709± SQ. FT I I \ \ \ '" (_',\ -\ I LOT I I ' ' \ \ 1022 LOT 2 + \ I I/LOT J 5, 6:>:!± SQ. FT. '-If \' LOT 2 K.C.S.P. NO. 482007 24, 160± SQ. FT. ROOT PROTECTION ZON[ (RPZ) \ \ r-t----510-tr---~~ 508---t----- 45 1 4 .A f: '/.p \ 18" APPL . l,o24 SQ .. FT. \ T2 . . . ... _"' '- NEW HOME, TYP (APPROXIMATE LOCATIOM ANO SIZE) LOT 3 I \ 1 ,, ~:: ---+--- -;; ' IJ \ ' LOT 4 + I - 504 ' =so5 I I "S:"::'==::===r\505~~~~. --==~~5,:;,]0~---------------:;::__---=-soa-------------'-512,. • ~· ,· • • ·-4-" • 4 . ' /4,i ~-.. --,-. · · · · · · · ·.·:-·5 '6'-: ·. -------r----· S.E. 192#1) Sl'. . EX, STORM---- / fjf§}i --EX. WATER/ -----T --- I #2 _l__ -1-~ _J EX, WA1ts ----/ I (i) TREE RETENTION/REPLACEMENT PLAN (;,RAF'HIC $CALE' 0 h 20 40 1/11 -=-111 =20 1 -!Z'" TREE RETENTION CALCULATIONS Tl * .rJ; TREES TO REMAIN Ji,;. Tl ~TJ< TREE0 TO ElE REMOVED - +--.-..__----------- \ I 1~ .:, ~ • -;; ' If \' EXINING 51GNIFICANT TREE TO ElE REMOVED, VERIFY WITH CIVIL DRAWING& EXISTING. SIGNIFICANT TREE& l RETAINED SIGNIFICANT TREES I SIGNIFICANT TREE FRE5ERVATION 10 TREE& FER ACRE. FLAT 15 .!>I ACRES, C.IVINC. REQUIRED 5 TREES. ONE 51C.NIFICANT TREE WILL 6E RETAINED, 'FOUR" REPLACEMENT TREES WILL ElE PROVIDED. 4 TREE& TIME5 ll INCHES FER TREE GIVE& 48 INCHE5 Oi= REPLACEMENT TREE&. 3" CAL IFER AND LARGER REPLACEMENT TREES COUNT DOU6LE, GIVIN6: 48 REQUIRED INCI-IE5 DIVIDED 6-Y r&'' PER TREE, GIVES 8 REQUIRED REPLACEMENT TREE&. PROVIDED REPLACEMENT TREE5•8 , REPLACEMENT TREES, MUST MEET CALIPER SPECIFICATION, UPSIZE IN HEIGHT IF NECESSARY PLANT SCI-IEDULE QUANT. 5" AMELANCHIER AUTUMN ElRILLIANCE AUTUMN ElRILLIANCE 5ERVICEElERRY 3'' CAL 3" PINU& CONTORT A &HORE FINE 8-'3' SOME ADJUSTMENT IN LOCATION OF TREES MIGHT ElE NECES$ARY TO ACCOMMODATE PROPOSED DEvELOFMENT. DO DON SPACE TREES CLOSER THAN I!;' ON CENTER. 3" CAL VERIFY ALL INFORMATION WITf--1 CIVIL DRAWINGS 1021 SHED ' ' EX. CONG . CONSTRUCTION NOTES FOR SIGNIFICANT TREE REPLACEMENTS: SEE SHEET L2 FOR PLANTING NOTES PROVIDED BY KING COUNTY. PLANTING WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST Ti-lEIR FIRST GROWING SEASON IF TREE IS CLOSER TI-IAN 4', HORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" SI-IEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCI-I LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE SHAWTOWN INDUSTRIES SM-20 SI-IEETING OR SIMILAR PRODUCT, AVAILABLE NORTI-IWEST LANDSCAPE SUPPLY l-800-303-'cl325. \ SIGNIFICANT TREE RETEN'l'ION NOTES: KC~ 16.82.156 (S0-220) • Pursuant to KCC 16.82.156 an approved Significant Tree Retention Plan is required for the property as described on file with King County Department of Development and Environmental Services (ODES) Records Center, on sheet LI & L2 of the approved engineering plans Number ______ , and Activity Number L 06 SRO IO . Lots 7, 2, 3, 4 within this plat contain trees that must be retained per said approved Tree Retention Plan. Any proposed clearing, grading or construction activities that will (or JUay) impact a significant tree within said lots must be reviewed and approved by King County DDES Land Use Services Division and/or successor, for compliance with said Tree Retention Plan. The current landowner and future landowners shall maintain and protect said trees and secure permits as required to perform any maintenance and/or related activity such as hazard tree remediation, • The permit applicant shall determine that the final tree retention plan does not include significant trees unable to survive more than ten years after the date of project completion. • Significant Tree Protection: 1. Prior to any clearing all trees to be retained shall be flagged. 2. Prior to grading and throughout construction, a temporary chainlink, wire or plastic net fence shall be used to identify the protected area ( drip line) of any significant tree designated for retention. The height of such fencing shall be adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the protected area. The size of the protected area around the tree shall be equal to one foot diameter for each inch of tree trunk diameter measured four feet above the ground or at the drip line of the tree. • At no time during and after construction shall the follinving be permitted within the significant tree protection area: (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited circumstances where troposed improvements using perrneable materials are determined by an arborist to be non-detrirnental to the trees root system . • Significant Tree Maintenance: (a) All significant trees shall be maintained for the life of the project including monitoring. (b) All significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent primacy limb failure. This 1requirement shall not be interpreted to allow: (1) topping ofprimaiy stems (2) pruning that results in the loss of20 percent of vegetative mass (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and/or acceptable by a certified arborist ( 4) With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other dead, diseased, damaged or stolen planting shall be replaced immediately or the next planting season if the loss does not occur in a planting season. • The Significant Trees to be retained as shown on the approved Significant Tree Retention Plan shall be maintained by the future owners of the proposed lots, consistent with KCC 16.82.156. Note: All tree's to be removed, pruned, or limbed front public right of ways requires a right of way use permit from the appropriate public agency and needs to be secured and sub,nitted to KC DDES prior to any clearing in these areas. (Contact Bernard Thon1pson for clearing in King County Right of Way at telephone number 206-296-0887 or e-mail bernard.thompson@metrokc.gov. APPRO\/ED SUBJECT TO A TT iy;:HED ,(;ONDiTIONS -···t.1-e-we-l::l-----B.:_t.';f-o.?..DD I K!:IJG COUNTY LA~lD USE SERVICES DIV. * ~ffRD\JcD 0iK S!J~U0tA.t(( !Rec Rte IE:;/...{IL.Of..t OfJL y . • aL---------------------------------------------------------------------------------...!-..~~-i--l...-J REVISIONS BY This landscap( plan fa diagrammAtic, all Wnsioru m approximate and mu$t k fi~ld verified. © G!-lil Landscape At~hit•ds 2007 ... Gl-lA Land,cdpe Archltecle 1417 NE Both St. SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 1-l~Olf;\'.Jij~ ~~n ml\./ - · /J.Nt100 \lil\,I tooz \l ii Nnl' (fi:ll/\13\ 0'2/A ~ z ~ 0.. I-z w I-~ <( w u _J <( ::S 0... s: c.. w I-~ 0::: ~-et:: zZ 0 ::> Q I QI- U) uZ (.') ~ I zw -0::: G ~ w z ..... w (/) 0:: -(J) "'O I- C: C\J I-> O') z ~<( w WU 0 Cl) u: 0:::: co- C\J z :) CV) CD G T"" - T"" Cl) '7clJ@~ /~~II "'-1111 -1 STATE OF' WASHINGTON REGISTERED lANOSCAPE ARCHITECT -~_5~-- N IL BUCHANAN CERTIFICATE No. 51J L06SR070 TAX #3223059038 DATE: 6-21-07 SCALE: ON PLAN DRAWN: NB JOB: SHEET: Ll of I SHEETS 2 I ' ___ , ------- --------- . -:·/ PLANTING SPli'CIFICATIONS FOR INDIVIDUAL TREES: PART 1-PLANTING SPECIFICATIONS General Conditions • Landscape contractor/Developer shall verify that plant installation con~itions are suitable within the planting areas. Any unsatisfactory conditions shall be corrected pnor to start ofw~rk. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage . , conditions, significant vegetation, or obstructions, the ~andscape contractor/dev~l.oper shall notify KC DDES prior to planting. Beginning of work constitutes acceptance of conditions as satisfactory. • Plants installed in undisturbed areas shall be integrated with existing native vegetation, and planted in a random, naturalistic pattern. LOCATE/ST AKENERIFY PLANTING AREAS • Landscape contractor/Developer shall field locate, stake, and verify planting areas and configurations prior to planting.This shall approximate what is shown on the DDES approved Significant Tree Retention plan. All revisions/changes shall be pre -approved by DDES and documented for recording at final plat approval. APPROVE PLANTING LOCATIONS AND SPACING • Planting locations shown on planting plans are approximate, based ?n antic~~ated site cond_itions. Actual planting locations may vary from t~o~e shown due to fin~l site con~itlons ~nd !~cations of existing vegetation. Nevertheless, any vanations from the planting plan will require pnor approval by KC DDES. • Significant tree spacing shall be a minimum of fifteen feet (15' for non-street trees or 40' on center for street trees) or as stated on the approved planting plan. Spacing shall be adequate to allow significant tree's room to expand through the future years. PART 2-PLANT MATERIAL STANDARDS • Landscape contractor/develper shall examine plant material prior to planting.. Any material no.t meeting the required specifications shall be immediately removed from the site and replaced with like material that meets the required standards. Plant material shall meet the requirements of County, State and Federal laws with respect to plant disease and .infestations. Inspection . certificates, required by law, shall accompany each and every shipment and shall be subrnitted to the Landscape contractor/developer upon receipt of plant material. These certificates shall be made available to KC DDES as requested by the inspector. • Plant materials shall be locally grown (Western WA, Western OR, or Western BC), healthy, bushy, in vigorous growing condition, and be guaranteed tr:ue to size, name and v.ariety .. If. replacement of plant material is necessary due to construction damage or plant failure w1th1n three (3) years of installation, the sizes, species and quantities shall be equal to specified plants as indicated on the approved plans. • Planis shall be nursery grown, well-rooted of normal growth andlabit, and free from disease or infestation. KC DDES reserves the right to require replacement or substitution of any plants deemed unsuitable. • Trees shall have uniform branching, single straight trunks and the central leader intact and undamaged. Balled and burlapped stock shall have been root pruned at .least once within the previous two years, and the plant stock shall have been grown in a container for at least one full growing season. Container stock shall be fully rooted but not root bound. Plant material with damaged root zones or broken root balls will not be accepted. • Coniferous trees shall be nursery grown, full and bushy, and with uniform branching and a natural non-sheared form. Original central leader must be healthy and undamaged. • Landscape contractor/developer shall submit a list of plant supplier names, addresses, phone numbers and storage/growing location of the material to KC DDES prior to planting. I" WIDE $OFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE Z" DIA. 5TAKE5 LAYER OF MULC!-t FORM Z" WATE;RING BASIN AROUND TREE PEEL BURLAP BACK FROM TOP OF ROOTBALL BACl<".FILL FER PLANT NOTE& TREE PIT TO BE THREE TIME$ THE DIAMETER OF ROOTBALL ST AKE OUTSIDE OF ROOTBALL $ET AT SAME GRADE A5 GROllN IN NURSERY Flf'S"I 6ACKFILL IN PLACE AND WATER IN WELL (;'\I ~T~R~E:::;E_S=-T_:A_:K~IN_:G:::_~ _,::D_:E=-T'-A-'l.=L ______ :,:;,N,T=.$,'----v SECTION SUBSTITUTIONS • Substitutions of specified plant species, size or condition will be allowed only with prior written approval from KC DDES. PART3-PLANTINSTALLATION SOIL PREPARATION/AMENDMENTS • Prior to installation of plantings, all construction debris arid any other non -native material shall be removed from the mitigation area. Trees and shrubs shall be pit planted as shown in the approved plan details. A soil moisture retention agent (polymer) shall be included in planting backfill per manufacturer's specification. • In non-graded planting areas, planting pits shall be backfilled with a 50/50 mixture of imported, weed free topsoil and the native soil from the planting pit. In graded areas, plantings shall be installed directly into newly placed topsoil. Imported-topsoil shall be a 3 way mix acquired from an approved local supplier. • SoilMoist, or equivalent, shall be added to the topsoil backfill of all planting pits. The SoilMoist shall be hydrated before being added to topsoil backfill. Nlanufacturers recornmended application rates and usage shall be followed. • Woody plantings shall be fertilized with a slow release (8 1nonth) high nitrogen, low phosphorus granular fertilizer (21-3-7), with application rates as specified by the manufacturer. Fertilizer shall be applied after planting pit is backfilled, and prior to application of mulch. Fertilizer shall not be applied between November and March. • Outside of wetland areas, a 3 inch layer of mulch (medium Doug Fir bark) shall be placed around the base of each new tree to a 36" diameter for erosion, weed control and moisture retention. • Existing natural or landscaped areas that are damaged during construction shall be restored to their original condition, unless improvements or modifications are specified for those areas. • Landscape contractor/developer shall exercise C<\re to protect from injury to trunk, roots, or branches of any trees or shn1bs that are to remain. Any living woody plant that is damaged during construction shall be treated within 24 hours of occuiTence. Contractor shall prune wounded portions of plant immediately after damage occurs. Injured plants shall be thoroughly watered and additional measures shall be taken (as appropriate) to aid in plant survivability. • Grading: The duff layer and native topsoil shall be retalned in an undisturbed state to the maximum extend practicable. Any duff layer or topsoil removed during grading shall be stockpiled orrsite in a designated, controlled area not adjacent to public resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Areas that have been cleared and graded shall have the soil moisture holding capacity restored to that of the original undisturbed soil native to the site to the maxirrntm extent practicable. The soil in any area that has been compacted or that has had some or all of the duff layer or underlying topsoil removed shall be amended to mitigate for lost moisture holding capacity. The amendment shall take place between May 1 and October 1. Replaced topso:l shall be a minimum of 8 inches thick, unless the applicant demonstrates that a different thicknes:; will Rroyide conditions equivalent to the soil moisture holding capacity native to the site. Replaced topsoil shall have an organic matter content ofbaween 8 to 13 percent dry weight and a pH suitab1e for the proposed landscape plants. PLANTING • Plant trees per detail # 1 this sheet. Plant pit to be 3 times the width of the rootball. CLEANUP • Landscape contractor/developer shall be responsible for tho removal of construction material and debris on the site following installation of plant materials. All debris must be rernoved to a legal landfill facility. :.. PART 4-PLANT WARRANTY AND MONITORING Landscape contractor/developer's warranty shall include replacement of plants (same size and species shown on the approved plans) that prove either to be 1nislocated or unsuitable as to plant material standards. Except for loss due to excessively severe climatological conditions (substantiated by 10-year recorled weather charts), installed plant material are required to be guaranteed for three years against defects and unsatisfactory growth. Plants replaced shall be reinitiated under plant guarantee conditions. The monitoring period 3hall be three (3) years from installation acceptance in writing by the DDES inspector. PART 5-FINAL ACCEPTLNCE • • Upon completion of planting, the landscape contractor/developer shall provide the DDES Inspe~t?r ~ith a set of clearly marked prints designating the actual locations of plantings within tl:e mit1.gat10n area. ~andscape contractor/developer shall keep a complete set of prints at the job site dunng construction for the purpose of 'red lining' changes or modifications to the approved plans and shall update said information on a daily basis. KC DDES shall approve planting locations as depicted on the approved replanting plan If items are to be corrected a punch list shall be prepared by the DDES Inspector and submitted to the Landscape contractor/developer for completion. After punch list items have been completed, DDES Inspector shall review the project for final acceptance of plan implementation. • ASBUILTSUBMITTAL ONPLATS Note: If revisions and/or changes have been made to the initial DDES approved significant tree retention plan submit an As-Built plan. If no changes/revisions have been made an As-Built Plan is not required. Prior to fi.nalylat inspection for the Significant Tree Retention Plan permittee shall submit an AS- BUILT .si?niftcant Tree Retention Plan to the DDES Inspector showing all plan revisions/changes and ~en£rmg \ha~ the DDES approved Significant Tree Retentiorplan (approved at the DDES Engin 7enng Reviewstage)has been completed per plan requirements. This AS-BUILT plan shall be reviewed and approved by the Site Developrnent Specialist/Forester that it conforms to S0-220 ~nd can. be recorde? If approved the plan will be sent back to the DDES Inspector for final plat inspection processing. Mitigation rnonitoring for Significant Tree shall commence upon acceptance and approval of this AS -BUILT plan and last for 3 years or growing seasons PART 6-MAINTENANCE AND CONTIGENCY Note: If street tree's to be planted also qualify for significant tree's then the street tree maintenance and monitoring process shall be used. • • • • • • • • '."1ainte~ance will be performed twice per year to address any conditions that could Jeopardi,?.e the success of the mitigation area. Established performance standards for the pro~ ect will be compared to the monitoring results to judge the success of the mitigation project. If there is a significant problem with achieving the performance standards, the bond hold~r~hall work with KC DDES to develop a contingency plan. Contingency plans can mc.lu?e, but are not limited to: regading, additional plant installation, erosion contr.ol, n1ed1atlons to hydrology, and plant substitutions of type, size, quantity and location. Such contingency plan shall be submitted to the KC DDES Inspector by December 31 of any year when deficiencies are discovered. Contingency will include many of the items listed below and would be implemented if these performance standards ~re not .met. Maintenarce ~nd remedial action on the site will be implemented ~~ediately upon completion of the 1nonitoring event (unless otherwise specifically indicated below). During year one; two and three replace all dead plant material. Water all plantings at a rate of 1" of water at least every week between June-15 September 15 during the first year after installation, and for the first year after any replacement plantings (C & M). Repla~e dead pbnts with the same species or a substitute species that meets the goal and objectives of the enhancement plan, subject to KC DDES approval. Re-plant area .afo:r reason for failure has been identified ( e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc). R~move/control weedy or exotic invasive plants (e.g., Scot's broom, reed canary grass, Himalayan blackberry, purple loosestrife, etc.) by manual or chemical means as approved ?Y KC DDES. Use of herbicides or pesticides within the ritigation area would only be implemented if 6,ther measures failed or were considered unlikely to be successful, and would require prior KC DDES approval. Trees and shrubs should be weeded to the dripline and mulcped to a depth of3 inches. All non-native vegetation must be removed and dumped off S\te at an approved location. Clean-up trash ancl other debris . Selectively prune ~oody plants to thin,and remove dead or diseased portion of trees . ' \ PART7-PERFOI~IANCEBOND i, • To assure the success of the mitigation, a performance bond will be posted with KC DDES by the Deve)oper for the cost of implementing the mitigation plan to be monitored for three (3) years. It will be the Developer I permittee responsibility to request a final inspection at the end of theltree (3) year monitoring period and to release the posted bond. PART7-PERFORMANCEBOND • To assure the success of the mitigation, a performance bond will be posted with KC DDES by the Developer for the cost of implementing the mitigation plan to be monitored for three (3) years. It,wi\J be the Developer/ permittee responsibility to request a final inspection at the end -of eltree (3) yedr monitoring period and to release the posted bond. \ \\ \ \ ~ B \ -~·<' L----------------------------------------------------·---\·----~~Q:i30Q_J \ REVISIONS BY Toii laooscap(' plan is diagnmnuttic, all dimensio!lli are approxlrna!e and mllll be fit Id verified. © (;1-JA Lana',cap, Arehi!1tcl1 2007 C,HA Land>cape Architect• 1417 NE 80th St. SEATILE, WA 98115 TELE 206.522.2334 FAf.. 206.526.5667 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT _')LO Ji~"-- .!~L 8UCHANAN CERTIFICATE No. 513 L06SRO/O TAX #3223059038 DATE: SCALE: ON PLAN DRAWN: NB JOB: SHEET: 12 of 2 SHEETS 2 GURDEV SINGH SHORT PLAT RECORDING NO. VOL./PAGE ·ngCounty SHORT PLAT NO.L0550009 KING COUNTY, WASHINGTON SCALE: GRAPHIC SCALE 1 inch = 20 FT. 20 0 20 I}' HOUSE I}' I (SCALED) I L-------------1 .. 'l. <"', PORTION OF: (V I I rv ;L ,. ' ' ' ' ' ' ' ' ' rv I S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. I ----~-----------------~ I : NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5,032± SQ. Fr. c-------. HOUSE: (SCALED) ~------ LOTA ____ K.CilA NO. l:2!>50Z1 I I I I I I I I I I I I I I I I I 1 HOUSE: : I I I I I I I I I ______ ., FOUND 1/:l' REBAR WI NO CAP 0.51' S . .t 0.84' W. OF PROP. COR. FOUND 112" REBAR WI NO CAP 0.88' S. ct 0.4.J' W. OF PROP. COR. TRACT F LOT 15 / / / / / / / / / / / / / / / / / / / / / / / / / / / ' ' ' ' ' ' I ', HOUSE ', J ', (SCALED) ', 1 ', ', I ', ', I ', /'I ', /' I I Lt?T 16 ', .-"' I ' "., I ' ,. ' , ' .. ' .. ' .. ' .. ' .. ' ,. ' ,. ',. .. I I I I I I FOUND 1/2" REBAR W/ NO CAP I / S88 "50 '36 "E J61.23 ' (CALC D) O.J5' N. ,k 0.44' W. OF~ r, r, ! r, "' . 80.62' END OF FENCE IS 0.2'± N. rk 0.5'± W. OF PROP. COR. LOT 2 5659± SQ. FT. r:!t-------=::"::::":::'::""'.~-------~ S88'50'36"E55.14' !JJ ~ ~ 80.62' FENCE COR. IS 0. 6'± N. 4' 0.2'± £ OF PROP. COR. LOT J 5659± SQ. FT. _/. LOT /7 .-----------i! I I I I I I I I I I I I I I I I I I HOUSE (SCALED) ,_ -----------~ -------------------? SHED LOT 18 r-------------------~ I I I I I ! I I I I I I I I I HOUSE LOT 1 4709± SQ. Fr. LOT 4 4720:t SQ. FT. ~~· -------------( ~ ~c; ~~;-,s o.B'± Q W. OF PROP. UN£ (.J [q --J r:!:~ TRACT A: PR/VAT£ ACCESS d) , 1624± SO. FT. ~ -"'· • t,.\. <1 ~ ,,., _,d'<~ ~ "t ~ ~ ;s I <(f' # ~ • . ~.. .::i._-•t".2.. C) , "L \ ~'v',.;;. p / \ I;>~--~. ~ 1-36.12' cr.i /1 ~-----;£~ ~o~ ;;;07i~;7----J~~~===~~=::-~r.-...::::::.. ____ -:S88=:'50::oo~'3i:·oo:"E:..· 155 ....... .!52:--.----..::~-....... --_..;39~.4~0:_· ---l,,---------------------.:) / / ~ ~!'16_..:'b. "' . C. ") .,. '\Y 't::> .., DEDIC4TED TO THE PUBLJC FOR ROAD USE DEDICATION ' C -----~~ -------------_________ ~-• ', .... _ _ PURPOSl:S UPON RECORDING OF THIS SHORT PLAT 1790± SQ. rr. ~ \ REC. NO. 9201220877 ~ ,,_ ~~r--................................... ..;...:....:.:....:.:.:.:.:.:.:.::.:..:.~~;;:.:..;:.:::.:..... ....... ~~.::...:::.:.:.:_ ..... ~ ...... --1- FOUND CONCRETE MONUMENT ( W/ BR4SS DISK IN CAS£ ~ -~~- ___ , 134.00' : ----------------------( ' I SOUTHEAST 192ND STREE'T : ~ : . it :~~ I !;\I I , .,_, : ~ I I ~ I ~ : ,' 1 ,,, BASIS OF BEARINGS: BEARINGS SHOWN Hl:REON AR£ BASED ON TH£ SOUTH LIN£ OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50'36" WEST AS SHOWN ON THI: PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME: 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: (PER STEWART TITLE SUBDMON GUARANTEE ORDl:R NO. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 830J080870, RECORDS OF KING COUNTY, WASHINGTON. (SE£ SHEET 1 OF 2 FOR ·suBJECT TO" ITEMS) NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOM£ SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. LEGEND: 8 SIT 1/2" Rl:BAR AND C4P • CNW 40016" Q FOUND Rl:BAR AS DESCRIBED -{ }-WOOD FENCE ~ WIRE Fl:NCI: (CALCD) CALCULATED PER CHINQUAPIN RIDGE REFERENCE SURVEY: 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. 3 &(S. 1/4 COR.) 5 '··-::/}Ir> \,:_\., N88 '50 '36"'11 2624.84' (1>£AS.)- / I ,' ,.--- ----1.. .cLI '---____ 655.75 (CALC DJ w c., cf. ASPHALT EDGE ASPHALT EDGE Cramer l\Jorthwest Inc. Surveyors Plcmners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com .......... _j 0 > INSTRUMENT USED: GEDO/MITER 600 AND/OR m1MBL£ 5600DR200+ METHOD: TRAVEf1SE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-IJ0-090. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. J2, T. 2J NORTH, R. 5 EAST, W.M. DRAWN BY: T.E:.C. CHECKED BY: 0.8.H. DATE: Wed., Apr. 9, 2008 SCALE: 1 inch = 20 FT. JOB NO.: 2004-1J9S SHEET: 2 OF 2 CF(EATED: Mon Aug 16 08:50:00 2004 PREV. PLOT: Wed Apr 09 1 J:45:05 200 PLOTTED: Wed., Apr. 9, 2008, I J:45: 11 C: John's TM jobs 2004-1J9 FINAL SP.pro ·-------------------~---------------~------r ·ngCounty ~ ,' l-.; SHORT PLAT NO. L05 1 0009 KING COUNTY, WASHI GTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS Of INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES ·EXAMINED-AND-APPR"<M:D THIS __ -oAr-or--------;-20-- _DIVISION-DIRECTOR l.Af.iln1sE-SEIMCES EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ SCALE: ASSESSOR N/A DEPUTY ASSESSOR ACCOUNT NUMBER 322305-9038 PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION Of THE SHORT SUBDIVISION t-o----------------------..-•---------------------------------------------------------"""" MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE Of THE PUBLIC FOREVER C/ rt o,F l(etvr~ 1 Vt' fA1t.:rr1~ ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE 8<Jfc.,.J);,vtjj'()J3t.,;,:; t.YO/UO:::_j USE THEREOF fOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE , GURDEV SINGH SHORT PLAT . THEREOF fOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES fOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING Of SAJD STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE Of THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PL.AT fOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTJfJED AND fOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS or THE LAND HEREBY SHORT SUBDIVIDED WAJVE fOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE Of' ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CL.AIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY, FURTHER, THE UNDERSIGNED OWNERS Of' THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS ANO ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CL.AIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS or THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURF'ACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE or THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER or CL.AIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH BANK OF AMERICA STATE OF WASHINGTON, COUNTY OF ------- SURJlf KAUR jss. I CERTIFY OR HAVE SATISFACTORY E.VJDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT · TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF ------- DATED---------- SIGNATURE OF NOTARY PUBLIC------- PRINTED NAME OF NOTARY PUBLIC------- MY APPOINTMENT EXPIRES ---- jss. I CERTIFY OR HAVE SATISFACTORY E.VIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOWNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------- SIGNATURE OF NOTARY PUBLIC -------- PRINTED NAME OF NOTARY PUBLIC ------- MY APPOINTMENT EXPIRES ---- RECORDER'S CERTIFICATE .................. .. FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF .. QW.1;!':l..~: .. !i!l-.~~\ .. e~~-- SURVEYOR'S NAME MGR. SUPT. OF RECORDS "/:'°,i"ovet:7 -r-//fl __ oJ: LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, {M11r,.,;f4J ~--'.rr~/:.........---------·----·F SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., L,j vi -I 0.. -.____.12.oai KING COUNTY, WASHINGTON STATE OF WASHINGTON, COUNTY OF ------- ON THIS __ DAY OF , 20 __ , BEFORE ME, THE UNDEF:SIGNED, A NOTARY PUBLJC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SW1)RN, PERSONALLY APPEARED ---------------------·-TO ME KNOWN TO BE THE OF CORPORATION, THE CORPORATION THAT EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID I 'ISTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO 8'.ECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPO:iATION. WITNESS MY HAND AND OfflCIAL SE.AL HERETO AFFIXED THE DAY AND "EAR FIRST ABOVE WRIITTN. PRINT NAME -------------- NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING Ar ------------- MY COMMISSION EXPIRES --------- N.T.S. S.E. 192ND ST. NOTES: VICIN/7Y MAP (3 f t,{)1,,J ~ ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 1 JD SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES SHALL BE ADDRESSED AT TH£ TIM£ OF BUILDING PERMIT APPUCATION IN ACCORDANCE TO KCC 21A4J. THIS SHORT PLAT JS SUBJECT TO KING COUNTY CODE NO. 14.75, KING COUNTY ROAD MFTIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAJD AT THE TIME OF BUILDING PERMIT APPUCATION AT THE RATE IN EFFECT AT THAT TIME. TRACT •A" /S A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRAINAGE AND UT/UT/ES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, J AND 4. OWNERSHIP OF LOT 1, 2, J AND LOT 4 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A•, AND AN EQUAL AND UNDNIDED RESPONSIBIUTY FOR THE MAINTENANCE OF F.~-C1LITJ£S W!:.'-1/N SAID TR'.CT. THE STREET TREES REQUIRED PER KCC 21 A. 16 SHALL BE OWNED AND MAINTAJNED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. ON FILE WITH KING COUNTY DEPARTMENT OF DEV£LOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WIU.. REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF N/A TO N/A AND WITHIN THE RANGE OF 11JJO TO 11J58 FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TD THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.0B. DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS PROHIBITED. ACCESS TO SE 192ND STREIT FROM BOTH SHALL 8£ FROM THE PRNATE ACCESS TRACT. BUILDING PERMITS APPLICATION SHALL FOR ALL LOTS WITHIN THIS SHORT PLAT SHALL BE REVIEWED FOR COMPLJANCE WITH THE APPROVED SMALL SITE ENGINEERING PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY KING COUNTY SURFACE WATER CONTROL MANUAL LOTS 1, 2, J AND 4 OF THIS SHORT PLAT ARE LIMITED TO 2,200 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS THAT DO NO COMPLY ARE SUBJECT TO ADDITIONAL DRAINAGE REVIEW. SUBJECT TO: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SOOS CREEK WATER AND SEWER DISTRICT AND: WILSON 2 X PARTNERS RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTRICTIONS, CONDFTIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. BJOJOBOB70. SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES Cramer 1'rorthwest Inc. INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.AC. JJ2-1J0-090. IN ----~_&~~ ~ ~--~----· P.L.S. CERTIFICATE NO. ___ 4_0_0_1 _6 Surveyors Planners & Engineers INDEXING DATA: S.E. 1/4. S.E. 1/4, SEC. J2, T. 2J NORTH, R. 5 EAST, W.M. 945 N. CENTRAL, STE. #104, KENT, (253)852-4880 (local) WA 98032 1-(800)251-0189 (toll free) {253)852-4955 (fax) E-MAIL: cnl@cramernw.com DRAWN BY: T.F.:.C. CHECKED BY: 0.8.H. CREATED: I.Ion Aug 16 08:50:00 2004-PREV. PLOT: Thu Apr 10 09:-44:22 200 PLOITED: Thu., Apr. 10, 2008, 10:02:19 DATE: Thu., Apr. 10, 2008 JOB NO.: 2004-1J9S SCALE: N/A SHEET: 1 OF 2 C: John's TM jobs 2004--1J9 FINAL SP.pro i :.1 .1 :1 ~ I I I I ·1 I I w 510 500 490 460 N s HOUSE:: (SC'.',LED) LOT A K.C.LL.A. NO. 1285027 NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT N 0 st --t--------1'."'0~ "' 0 "' <oo "1 0 HOUSE: J mACT F OJ 0 "' "' LOT 15 LOT 2 Ii _, ''"'"" ~,\ \h \ 0 r HOUSE: (SCALED) ---\----:-1 LOT 1 L r LOT J ---·-~,- ROAD IMPROVEMENTS/ STREET TREE PLAN FOR GURDEV SINGH SHOJ~T PLAT LOCATE'D IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 16 HOUSE:: (SCAJ.£0) J __ / ' LOT 17 HOUSE: (SCALED) 2 I 5,659± SQ. FT. NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) LOT 2 K.C.S.P. NO. 482007 24, 160± SQ. FT. STA=Ot87.19 SHE:D ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE OR THE FACE OF THE CURB ACCORDING TO THE 1993 KCRS REQUIREMENTS. LOT 18 EX. CB'S #7, RIM=507.45 FIRE HYDRANT OR UTILITY POLE LUMINAIRE --... NOTE 1.--"'--~ 15' MIN. SIDEWALK NEXT TO VERTICAL CURB ! 10' MIN. 50' MIN. I 50' MIN. ?;: PLANTING STRIP- ~~~ [§ I 10' MIN. I SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTTOM OF RAMP 4,709± SQ. FT. ~ _ 1 : ROLLED CURB ~ DTL 7/6 r HOUSE: S IE=504.91 (12' ADS) E IE=504.96 (12' RCP) NE IE=505.37 (6' PVC) /j8. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) NOTES: VERTICAL CURB LINE AT INTERSECTION NEW ROCK WALL DTL 6/6 TAPER, 10:1 CURB Dtl 5/6 ..._ ___ "'"'""_'" . . . 2% .... · ... · .·•·•·•·.·.·.·.·.!·.·.·•·•·•·•·•·• . . . . . . . . . . . . . . . . . ----- P.A. T. SECTION DTL 4/6 (PRIVATE) LOT 4 4,720± SQ. FT. --rx. STORM --------"' l""'s,t- "\il"' I a 12 B ~ I EX. WATER ----------------..L "' . cj iS FRONTAGE IMPROVEMENTS ----------------EX. WATER" ---------~ i5 ,;i ·~-t-DTL 3/6 ___ STA_= 93.67, 27.88' LT STA lO+OO S.I. 19.el/J} ST. ,-~ --1-I ----STA 11+00 ~ ,_ -• ' ----ct--.--+----+--L--1.-+---SITE BENCHMARK B __ NB8'50'J6"W 6:.~·84'.!_MEAS.) __ _ _ (PIUNf!l!_.ll, JIR1'8.R/.ll, PROPERTY CORNER STA 11+52.84, 42' LT 6 1/2' SIDEWALK. DTL 1/6 CONTINUE TO AHO MATCH EXISTING SIDEWALK W IE=504.37 (12' ADS) #9, RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1993 Kl~,G COUNTY ROAD STANDARDS PROVIDE EXISTING CB WITH SOLID LOCKING LID FOR CHINQUAPIN RIDGE PlAT SHOWS 12' DEDICATION TO KING COUNTY (NOTE, SAME NUMBER IS ALSO SHOWN WEST OF SITE) DTL NTS 1. TREES SHALL GENERALLY BE PLAlffED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFf.TY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTE~ OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. 8. TREES SHALL BE STAKED If.: A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC . C. IN CASE OF BLOCK-OUTS, l.llN. CLEAR SIDEWALK W!DTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. 1 /5, STREET TREE STANDARDS I RIM OF SEWER MANHOLIE STA 0+00 NSITE ACCESS)= 'll'/4.ll'\/?01' TO NO.R!'H) EL.=502.97 U.S. FEET STA 1 O+ 72.94 (SE 192ND ST) "a ASPflALT EOG[ S89'04'1J'f: 295.77' ------- \, -EX. SEWER STA 12+00 _---655.75' _____ -t __ SITE BENCHMARK 'A' NOTE: PROVIDE FULL WIDTH OF 1" MIN. PAVEMENT OVERLAY IN SE 192ND ST ACROSS THE ENTIRE PROPERTY FRONTAGE g <5' SSMH "a RIM=502.97 ~ 8' PVC E.-W. '"'"I C-ITY_O __ F __ R_EN-TO-,N I CTR. CHANNEL=489.72 ~--~ IKING COUNTY I ~ EXISTING SOUTHERN EDGE OF RIGHT OF WAY "'o O' ASPHALT EDGE STREET TREES (4 TOTAL) TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET AMUR MAPLE (OR AS APPROVED BY ONSITE INSPECTOR) 3 CALIPER DTL 1/5 CITY OF RENTON / KING COUNTY BORDER LINE 30' SOUTH OF RIGHT OF WAY CENTER LINE ROAD IMPROVEMENTS/ STREET TREE PLAN " 1 II =20' 9+00 · . · . POSSIBLE . FUTU E . : / FLOW LINE : : : . . ~ EXISTIN GRADE . 0 NEW lOW LINE . . ,..,. NEW GRAD! @ NEW FLOW I tlE · . NORTH . SID OF. . SE 192ND 3T . ·---.......... l--. . . .,._,.. -~---~ ~ --:--,..__ :...._; . ----. li STA 9+93.67 EL 501.50 · . . . WEST'PL ,;-~----------,.....--. .:-·--·-· ... .. ' ::""""'-. ---- .. STA 9+87.67 · EL=501:20 · · WEST END OF S.IDEWALK . TRAN HON . 10+00 STA 10+ 72.94 EL=504,90 · · CL OF DNSffE. , /,;GESS 11+00 STA 11+56.34 EL;;507.38 EAST END OF IMPROVEMENTS ,-EXISTING FLOW I . LINE STA l1 +52.84' EL=507,30 · EAST PL 12+00 SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 540 530 520 510 500 490 ..... 0 Cl .. " .. < 0 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT .... ~ .... ~.... N~ "' 0 ,-.. .. ,q::; .. ;, : ~ : ::::::::::::::::::: \: i ~.::.· u ............. ,al '-' ··~·····~·········································~~·· ~ ..... ..-0 r--, · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·~ i?l· · 8 1ri g3 :fl · 8 ~ · · · · ............. gilt ....... ~g. ··Pi:is .. ;,j:is. . ,-.:"" ....... ..... ..... . ... . ........... 6 .II..... 6 .II.. . 6 I.I ... 6 .II. ............. i .II .. . . . . . ......................................... . ... ············~~······· 1~ ···~~··ti~·· ~~~---.::_~,;.: = .... ,(('\-;;; ... -~~=" ~ ... v->-::,-.-:-:-.:.... ... .. ... \ n<n< ...... ~ ..... .. . . . . .. . .. . . .... /'.')/ e,% 6.\ • · · .. · · · · ..... · ·b r----0, ······~ ~···· 15 cii'' STA 0+27.88 ·. · FLOW LINE ELEY ,a .504.90 ........... .. TOP Of CURB JI 0/W CL {LEV ;; .59.4 .. ~~. (NEXT .5' UP~T TION .. SHOWN. FLA ) 0+00 ~~~v 0i1ai~ · 1 ii ! a · ACCESS ROAD (P.A. T.,) PROFILE 1 11 =20' H, 1"=10' V 1+00 r~· D ~ -117-Pg Completion Date , Approval Date ~ ~ ~ ~ e,.. ~ ~ ('/J '>-~ ~ ~ ~ C ~ ~ ~ c§ ~ ~ (1.) • Vl s a:: L,J L,J co z - ~ (..') z u w ' ::ii ~ .... - ' t'tJ ~:<Ii ... r.:j • I.Q .... r.:i ~ti)~ o.;~~~ e,., ~ e.:; Ck; (.!> ~~~-~ Ck; Ct.] :t:~~ ~ Cj ... ~ c,;i ~ rii ~ ~ ::.. ti)~~ §~~8 :::; e,.; ~ (.!> c.,~c~ ~ "-i e-. C f:l • ""' Er,i ~ e,..; c,;i c'.'.J~ 0~ ..:i e,.; C.J ~ ~ 0 0:, tt,) 1 ~ N ,.. t2 :a: ,l. -;;;-ti: 0 -~-:,: ~ ~ m 'I zO 3: z FLOW LINE PROFILE 1"=20' H, 1"=10' V -" "_..,_,_.,, ________________________ _:_ ______________ ......, ________________ , <( "' ~o Q.., ---------------------------------------·__:====:::::========::..i...:~~---~·-' I I I CONDITIONS O.F APPROVAL File Number: L05S0009 File Name: SINGH Short Plat Complete Application Date: March 10, 2005 J, DECISION: Proposed Short Plat revised and received July 14, 2005 as described by Attachment 1 of this report is granted preliminary approval subject to the following conditions of final approval: 1.The proposal shall Compliance with all platting provisions of Ti tie 19A. of the King Counly Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. 3. All utilities wilhin proposed rights-of-way musl be included within a franchise approved by lhe King County Council prior to final short plat recording 4. 2005 King County Surface Waler Design Manual (SWDM-The following are drainage conditions applied to this proposal: A. TARGETED DRAINAGE REVIEW The proposed short subdivision requires a Category #2 Targeted Drainage Review as outlined in Chapter 1.1.2.2 in the Surface Water Design Manual. The existing drainage system must be modified to collect and convey drainage along lhe property frontage. B. ON-SITE BMP's The proposed on-site improvements appear to qualify for small site drainage BM P's as outlined in Appendix C of the Surface Water Design Manual. 5. 1993 King County Road Standards -Final short plat approval shall require full compliance with the provisions set forth in the 1993 KCRS, including engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the stale of Washington. ODES strongly recommends that Iha engineering plans be submitted at least two years prior to the expiration date of the project. The following conditions_apply lo this short plat unless a variance pursuant lo the variance procedures in KCRS 1.08 is obtained or otherwise approved by DOES: A. Frontage improvements along SE 192nd Street shall be designed to Urban Principal Arterial Standards per KCRS Section 2.02. These improvements shall extend along the entire frontage of the site and make standard connections to adjacent improvements. B. Forty-two feel of Right-of-Way (ROW) width shall be dedicated north of the SE 192nd Sue et fl/W centerline, along the frontage of the site. C. Appropriate pavement tapers and pavement striping shall extend east and west of the project's frontage. D. A Road Variance (KC File Number L05V0049) was granted for intersection spacing with the condition that the private access uact be localed at the center of the property frontage. Additionally, approval was granted for a reduced stopping sight distance. E. Rockeries, luminaires and utilities located along the frontage of lhe site shall be relocaled, redesigned or removed to match lhe ultimate roadway design of SE 192nd Street without creating roadside obstacles per KCRS Section 5. 11. F. The proposed Private Access Tract (PAT) shall be revised to allow adequate access widlh (20 feet minimum, measured from the point of curve) to lots 1 and 4. This will requires shortening the length of the panhandle portion Lots 2 and 3. G. The PAT shall be constructed par KCRS Section 2.09.B. H. There shall be no direct vehicular access to or from SE 192nd Street from those lots which abut ii. A note to !his effect shall appear on the engineering plans and final short plat. I. The following Notes shall be shown of lhe final recorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service the private access road contained within or provide service to the property described in !his subdivision. (2) All private easements and or tracts to be maintained, repaired and/or rebuilt by the owners of the parcels having legal access there from and their heirs, assigns or successors, unless and until such roads are improved to King County Road standards and are dedicated and acoepted by King County for maintenance. 6. Health {KCC 13). This project is exempt from further King County Heath Department review. However, if improvements are required from Iha Sawer and/or the Water District, then verification shall be required from said Districl(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 7. Building and Construction Standards (Title 16)-The applicant shall comply with all applicable provisions of KCC 16.82. 8. Fire Code (KCC 171 -Section 902 of the 1997 Edition of Uniform Fire Code-The Fire Engineering approval is granted as proposed. 9. Density and Dimensions (KCC 21A.12)-AII lots shall meet the density and dimensions requirements of the R-8 zone classification or shall be as shown on Iha faoe of the approved preliminary short subdivision, whichever is larger. Minor revisions to lhe short subdivision, which do not result in substantial changes and/or do not create additional lots may be approved at the discretion of the Department of Development and Environmental Services. 10. The existing house on lhe site shall be removed prior to the final approval and recording. 11 StreetTrees (KCC 21A.161. Slreet trees shall be provided as follows (per KCRS 5.03 and KCC 21A 16.050): A. Trees shall be planted at a rate of one tree for every 40 feet of frontage along SE 192nd Street and the private tract where it can be accommodated. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. B. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of lhe 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. C. If King County determines that lhe required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street nght-of-way line. D. The trees shall be owned and maintained by the abutting lot owners or lhe homeowners association or other workable organization unless lhe County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat E. The species of trees shall be approved by DOES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. F. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by ODES prior to engineering plan approval. G. The applicant shall contact Metro Service Planning at 684-1622 lo determine if SE 192nd Street is on a bus route. If ii is a bus route, the street tree plan shall also be reviewed by Metro. H. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one yearof recording of the plat. At the time of inspection, rr the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has completed a second inspection and determined that the trees have been kept healthy and thriving. 12. Road Mitigation Payment System -The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as delermined by King County Department of Transportation. The applicant has an option to either: A. Pay the MPS fee at final short plat recording. If this option is chosen, the fee paid shall be lhe fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid." Or B. Pay the MPS fee at the time of building permit issuance. If lhis option is chosen, the fee paid shall be the amount in effect as of the date of the building permit application. Other Considerations A, Preliminary approval of this applicalion does not Ii mil the applicant's responsibility to ob lain any required permit or license from the Slate or other regulatory body. This may inciude, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entiUements as necessitated by circumstances. B. The short subdivision shall confom1 to KCC 16.82 relating to grading on pnvate property. C. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estele Division BENCHMARK: KING COUN7Y BENCHMARK NO. 5809 FOUND CONCRETE MONUMl:NT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANG£ 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET 2 X 4 SHAKES, ASPHALT SHINGLES, Oft TILES DATUM: NORTH AMERICAN VERTICAL DA TUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEIT LEGAL DESCRIPTIONS: TAI< PARCEL NO. J22J05-90J8 LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUN7Y, WASHINGTON. SHEET INOEX: 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN J EROSION CONTROL PLAN 4 STORM AND GRADfNG PLAN 5 ROAD IMPROVEMENTS/ STREET TR££ PLAN 6 DETArLS SL-1 ILLUMINATION AND PAVEMENT MARKING PLAN SL-2 ILLUMINATION DETAILS 1 OF 2 SL-3 ILLUMINATION DETAILS 2 OF 2 TC-1 TEMPORARY TRAFFIC CONTROL L 1.0 TR££ RETENTION PLAN ABBREVIATIONS BLC C CB CL co D DDCV DI BUILDING CORNER COMPACT CATCH BASIN Cl.ASS CLEAN OUT STORM DRAIN DOUBLE DETECTOR CHECK VALVE DUCTILE IRON DOWNSPOUT DRIVEWAY ELEVATION EASEMENT FOUNDATION DRAIN FIRE DEPT. CONNECTION FINISH FLOOR FIRE: f/YDRANT FLANGE JOINT MH MJ OVHD PL R R/W s SQ FT S/W TC TP U.N.O. s w E N MANHOLE: MECHANICAL JOINT OVERHEAD PROPER7Y LINE RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWrSE SOUTH WEST EAST NORTH NORTHWEST • ., • 0 -.I OS D/W EL ESMT FD FDC FF FHY Fl H/C IE HANDICAP INVERT £LEVA TION LINEAR FEET LANDSCAPING NW SW NE SOUTHWEST NORTHEAST SOUTHEAST SEE DETAIL LF L/S SE DETAIL 2'-3" 1/2" EXT. PLYWOOD COVER GABLE ENDS WITH 1/2" EXT. PLYWOOD TRL'INGLE -27"X16"X16" ""---2 X 6 BOLTED '---4 X 4 X 8' 4" MAX. OVERHANG EACH SIDE 6'-o" 4" X 4" WOOD POST L.EC.EN.D: 18" I L~~~·~..:;-;::~~"~T..·· E· ·3 .. ·==· -~'.;:,;,T-~~·,;W~;:u,~,;,". . .. . . . -~>;~ ... ·. • ·.·~· ,· ... ~. '· ~ ...... .:~-:.· ·,:•c; ::·:,· ·.· . .-.: ;•::,, .. ,·;.·•·•.•·,,.' '.,,,, ··~-~:§;; .. ~~_:;:"';'; ,', .\ DESCRIPTION STORM SEWER SANITARY SEWER WATER AC PAVING CONC. SIDEWALK SPOT EL.EVATIONS CONTOURS PARKING STORM CATCHBASrN ',01\NITARY SEWER MANHOLE WATEF( VALVE FIR£ HYDRANT UTILl7Y POLE DECIDUOUS TR££ CONIFER TREE LIGHT POLE GUY WIRE WATER MITER BOLLARD SILT FENCE CLEARING LIMIT NE»' xx.xx ~ 50--- EXIST/NC EX. STORM EX. SfWER -~-- xx.xx ~ ------50--- 0 !llill SIDEWALK -VERTICAL OR ROLLED CURB NOTES: ·' ,•' 3" 1YP. c:: VARIES .MAILBOX CLUSTER VERTICAL CURB SECTION A A 10 BOXES MAX. FACE OF c1Jr{B ELEVAJIQ.t:I <{l 2'-0'" z ;; • 0 I "' 10'-0'" ' SIDEWALK VERTICAL OR ROLLED CURB 1. FOR THREE OR MORE MAILBOXES ON URBAN RESIDENTIAL I\CCESS STREETS WHERE THE SPEED LIMIT IS 25 MPH. 2. MAILBOX HEIGHT VARIES ACCORDING TO THE lYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DUIWiG PLAN REVIEW. 3. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX SlYLE AND METHOD OF ADDRESS 1DENTIFICA1ION. 4. LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE REVIEWING AGENCY. 5. WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCK. 6. FOR MAILBOX CLUSTER LOCATION IN SHOULDER SECTION SEE DWG. NO. 5-011 7. SEE SEC. 5-04. 8. OPTIONAL NEWSPAPER BOX STRUCTURES ARE SUBJe:CT TO APPROVAL OF REVIEWING AGENCY. DTL 1 /1. MAILBOJ( NTS • 0 -I ;... b . I ;;!; ;,, ::, Vicinity Mop --,, ~L ___ _ -~Li 11328 SE 192ND ST 98055 Soils Map SITE SOIL: AgB SE 192ND ST Notice Required Contractors shall notify operators who maintain underground utility Hnes In the area of proposed excavation or blasting at least two business days, but not more than ten working days prior to commencement of excavation or demolltlon In accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility !Ines In thls project appear below. These numbers shall also be used to serve In an emergency conditions as required. SOOS CREEK WATER AND SEWER DISTRICT Sanitary Sewer SOOS CREEK WATER AND SEWER DISTRICT Woter District Gos Company PUGET SOUND ENERGY Power Company Call Before You Dig DIAL-A-DIG Notes Phone 253-630-9900 253-630-9900 888-321-7779 1-800-424-5555 1. The Developer is required to notify the Land Use Services Olvlston, Land Use Inspection Section (206) 296-6642, three da)IB prior to the beginning of construction for a preconstructlon conference and spec!flcolly request Inspection before beginning: A. lnstalllng siltation and erosion control measures 8. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before piecing subbase, base or paving surfaces F. lnstallatlon of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Deportment of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Deportment of Fisheries prtor to any work when required. Bonding Information Restoration Bond Amount $ -------- Performance Bond Amount $ -------- Site Plan Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not <1uthorize any other utility approval or improvements proposed in any State right of way. . Site pion approval is void if the commercial building permit hos not been obtained or renewed within two years of approval. Subdivision pion approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. PRO RA TA SHARE ASSESSMENT ANALYSIS (County Use Only) section Township I 21 31 Range Tax Parcel l312121310j51 Number Io I 51 I 9 I o I 3 I BI Site Location Is within the -------drainage shed{s) I'm Roto Share Assessment(s) are: D Required D Not Required '/rom the site due to development for Increased storm water runoff. Po,1k Runoff Aesessment Rate($ ) per c.f.e. lncreaoes.(10 year, 2 hour storm) P~ok Volume Asaessment Rate($ ) per Ac, Ft. lncreoaea.(2 )IBOr, 2 hour storm) l I I I I I AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received Right-of-Way Use Permit Grading Bu ii din g/Structurol Other _____________ ~ Date Ernergency 911 Pol ice-Fire-Rescue RECOMMENDED FOR APPROVAL Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer King County Conservation District Structural Review Engineer tAPPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES / @)) King County, Washington l Date GURDEV SINGH James H. Sanders, P.E. Development Engineer 425-271-6728 ------------------ Nome Phone 19100 104 TH PLACE SE, RENTON, WA 98055 Address and Zip Code D A Partnership IXJ An Individual ~G_U_R_D_EV~S_IN_G_H~~~~~~~~-425-271-6728 Name Phone 19100 104TH PLACE SE, RENTON, WA 98055 Address and Zip Code IXJ. A Corporation D A Partnership D An Individual ~C_R_A_M_ER~N_O_R_TH_WE~S_T~IN_C_·~~~~-253-852-4880 Name Phone 945 N CENTRAL KENT, WA 98032 Address and Zip Code L OS • 0 ,... 0 a:: (/) <O 0 ...I • I.. Q) .0 E ::, z >, .... ·s: ·-.... 0 <( (/) a::: w z z :5 a. (/) a::: 0 >-w > a::: :J (/) . • z,...., (/) a::: w w z c., z w ~ 8 C7I .2 Ol 0 0 0 (/) II) 0 ...I .. I.. Q) .0 E ::, z .... 0 .~ 0 I.. a.. '-' 0 co ~ I i;j co ,...., "' Ill "' .._, (/J I.. Q) .0 o E z ::, ..... z C: Q) Cl)= Eu.. 0. >, o .... Qi C > ::, Q) 0 Q(.) Lie en se /Seal EXPIRES Sheet 1 of 6 )-., . I I ii I I I I I rv I I I I I I I I I I I I I I I I I I FOUNO 112' REBAR WI NO CAP I 0.51' S. ,t 0.84' W. OF PROP. COR. I I I FOUND 1/2' REBAR W/ NO CAP I O.BB' S. .I: 0.43' W. OF PROP. COR. I I I I I I I I / ry I I I I I I I I I I .... LOT/!; / / / / / / / / / / / / / B0.62' LOT 2 / I "l I ill 5,659± SQ. Fr. LOTA K.,.LlA. NO. 12~21 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TRACT F I:: ~ iJ.l it S88 '50 '36"£ 65.!4' ~ ~ ~ Ml LOT 1 lb 4, 709± SQ. FT -- d 31 '20'30' flld;2'3.00' ~------------------- \ Arc;: 13.68' 36.12' I / REC. NO. 9201220877 . / " flld;2'3.DO' Rad=i!.iOO', 8 -~ Arc•3927' Arca25.60 / 2 -----"-;_,_ ---------- d 90'0000:~·39 '.'JO' ------------------I FOUND CONCRETE MONUMENT W BRASS 0/SK IN GAS£ (S. 1/4 COR.) ~--+----- ' CONCR£T£ VfRnCAL CURB / @ SITE BENCHMARK 'Ff ""R~IMecOcieF"'s°'EW"'FR=MAN"'H"'O~LE,,_., EL.= 502.97 U.S. FEET CURVE TABLE: LINE DELTA RADIUS C1 89'34'41' 25.00' C2 90'25'19' 25.00' . iil ARC 39.09' 39.45' / / / / / / / / / / IQ ~ fil i" ~ / / / / HORIZONTAL CONTROL PLAN FOR GURDEV SINGH LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 16 FOUND t/2' REBAR WI NO CAP I I I I I I I I I I I rv I I I I LOT/1 FOUN S88 '50'.36'£ J6J.23' 0.35' N. ,t 0.#' W. OF PROP. COR. /~ 0.15' V 1/2' REBAR W/ NO CAP ~N. ,t 0.47' W. OF PROP. COR. --------------? ------80.62' LOT 3 Iii S,659± SQ. FT. ill ill cJ. ~ ~ iii LOT 2 ~ K.,.5.P. NO. 482001 ~ 24,160t 56/. FT. LOT te K: ~ Ln S88 '50 '36"E 65.!4' ~ i" ~ "' ~ ~ ill ~ !// ~ 15.00' 15.00' ; " ~ 5lJ8 '50 '6"£ 30.00' iii ~ ~ ~ iil -- P.A.T. 1,624± SQ. FT. ~ v"' 80.00' 155.52' 12' TO BE OEOICATEO UPON RECORDING OF THIS SHORT PLAT 134.00' CURB CUT S.E. I 92Nf) SJ'. NB8 '50 36"/<I 2624.84' (/IEAS.J LOT 4 4,72Qt SQ. FT SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.= 510.23 U.S. FEET 39.40' . 8 ~ CURB CUT .... "l ~ ---------------------2 REC. NO. 9201220877 ~ -------=? ------------2 ' ' ' ' ' ' • ' . :g ' . : iil ' ' ' ' J # .... -~-- " FOUNO CONCRETE MONUMENT W TACK IN WJJ IN CASE (S.E. 5£ COR.) __ 655_ .75· _____ -t ---~~J ----wst __ , .--J-~I --· CALC'D CENTER OF SECTION GRAPHIC SCALE 1" =20' .... Fl I 20 0 20 BASIS OF BEARINGS: SEARINGS SHOWN HEREON ARE 8ASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50'311" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTt, WASHINGTON, LEGAL DESCRIPTION: -, LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTt, WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2, SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTt BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST · CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELE:';4TION = 510.23 U.S. FEET. SITE BENCHMARK • B" RIM OF SEWER MANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: Q FOUND RE8AR W/ NO CAP AS DESCRIBED @ SANITARY SEWER MANHOLE 6, FIRE HYDRANT NB9 '29 '13"E 2663.03' ' ALUMINUM CAP W PUNCH -32 33 ON. 1,5' (PER PLAT OF CHINQUAPIN RIDGE, + VOL. 159 PGS. 56-82 SUBDMS/ON HELD PER THE PLAT OF CHJNQUAPIN RIDGE, VOL. 159 PGS. 56-62 RECORDS OF KING COUNTY WASHINGTON. I I • • I !lj ~11 ~ .,. ~ p I!: I ;:: ~ i ~ I I FOUND CASED CONC. MON. FOUND CASED CONC, MON. W/ BRASS TACK I V/5/TE:D ON 8-4-04 ~2-+--- 5 I W/ BRASS TACK f,. VISITED ON 8-4-04 S..l/. 192ND ST. ---------------~JJ N88 '50 '36'1i 2!;24,84 '(>EASJ 2624.82' (PLAT) 5 4 PROJECT NAME: SINGH SP CRE:AffD: Mon Aug 16 08:50:00 2004 PREV. PLOT: Thu Jun 14 15:36:JO 200 PLOTTED: Fri., Aug. 17, 2007, 12:56:13 ~ ~ ~ ~ CJ ~ ~ ~ ~ • ~ Q) Q) C ·-0) C Lu • ~ !It h ~~ ~ i.i IQ fll~ r..!i !.!; ~~~~ ~~~m flj ~ flj ~~~~ ~~ ~-i:Jg ~ c,j ~ ::5 ~~ffj8 .. £,;;~~ c!ie~ ~~ E,.j O') ~~ ~~ ~ ~ Q I() I() en ~ I ~ ~ N l'J I') I() ON CX) ~ en <o k 0 I ti N s HOUSE: (SCALE:D) LOT A K.C.l.LA. NO. 1285027 CLEARING LIMITS, TYP INLET PROTECTION HOUSE I TRACT F TEMPORARY EROSION % Chewings or red fescue Festw:::a. rubra vcir. aommutata or .Fsstuca rubra ~nnual or perennial rye Lolium mu.ltiflorum or lolium perenne Redtop or colonial bentgrass Agrostis alba. or Agrostis tenuis White dutch clover Trifolium repens 0 '" LOT 15 LOT 2 5.659± SQ. FT. ' 18" APRICOT LOT 1 4,709± SQ. FT. u, 0 18" APPL£ • CONTROL Weight 40 40 10 10 SEED MIX % Pur-ity % 98 98 92 98 LOT 16 LOT J 5,659± SQ. FT. Germination 90 90 85 90 HOUSE (SCALE:O) EROSION CONTROL PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1 /4, OF T.f!E S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 4 4,720± SQ. FT LOT 17 SHED HOUSE (SCALE:D) LOT 18 HOUSE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR 6' MAX. / POST SPACING MAY BE INCREASED TO 8' 11" WIRE BACKING IS USED ~----EQUIVALENT, IF STANDARD--~ STRENGTH FABRIC USED FILTER FABRIC---to- ~ MINIMUM 4"x4" TRENCH // BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5"/ WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT DTL NTS EX. CB'S #7. RIM=507.45 S IE=504.91 (12" ADS) E IE=504.96 (12' RCP) NE IE=505.37 (6' PVC) #8, RIM=507.80, (SOUD UD) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) #9. HIM=500AO E IE=497.06 (12" ADS) W IE=497.06 (12' ADS) 3/3, • SILT FENCE z ::;; • N ~ GENERAL NOTES 1. All construction sholl be In occordonce with the King C-OUnty Code (KCC), King County Rood Standards (KCRS), King County Surface Woter Design Monuol (KCSWOM) ond the conditions of preliminary subdivision opprovol. It sholl be the sole responsibility of the opplicont ond the professional ciVll engineer to correct ony error, omission, or variation from the above requirements found in these plans. AU corrections shall be at no odditlonal cost or lioblllty to King County. 2. The design elements within these plons have been reviewed according to the King County Deportment of Development ond Environmental Services (DOES) Engineering Review checklist. Some elements may hove been overlooked or missed by the DDES pion reviewer. Any variance from adopted standards Is not allowed unless specifically approved by King County prior to construction. 3. Approval of this rood, grading, ond drainage pion does not constitute on opprovol of any other construction (e.g., domestic woter conve)Once, sewer conve)Once, gos, electrical, etc.). 4. Before ony construction or development activity, a preconstruction meeting must be held between the DDES Lond Use Inspection Section, the Applicant, and the Applicant's Construction Representative. 5. A copy of these approved plans must be on the job site whenever construction Is In progress. 6. Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this Is 7o.m. to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. 7. It sholl be the Appllcont's/Contractar's responsibility to obtain ali construction easements necessary before initiating off-site work within the rood right-of-way. 8. Franchised utilities or other lnstollotions tho\ ore not shown on these approved plons sholl not be constructed unless on approved set of plons tho! meets oli requirements of KCRS Chapter 8 Is submitted to the DDES Land Use Inspection Section three doys prior to construction. 9. Dotum shall be NAVD 1988 unless otherwise approved by DDES. 10. Groundwater system construction shall be within a right-of-way or appropriate droinoge easement, but not underneath the roodwoy section. All groundwater systems must be constructed in occordonce with Section 81 3.02 of the APWA Stondord Specifications. 11. All utility trenches shall be backfilled ond compacted to 95 percent density. 12. All roodwoy subgrade sholl be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open cutting of existing roodwoys is not allowed unless specifically approved by ODES ond noted on these approved pions. Any open cut shall be restored In accordance with KCRS 8.03(9)3. 14. The Contractor shoii be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, ond ony other needed actions lo protect the life, health, ond safely of the public, ond to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right-of-woy tho\ may interrupt normol traffic flow shall require ot leost one flogger for eoch lone of traffic affected. Section 1-07.23, "Traffic Control." of the WSDOT Standard Specifications shall opply in its entirety. EROSION AND SEOIMENT CONTROi. NOTES I. Approval of this erosion ond sediment control (ESC) plan does not constitute on approval of permanent road or droinoge design (e.g., size ond location of roods, pipes, restrlctors, channels, retention foclllties, utilities, etc.). 2. The implementation of these ESC plans ond the construction, maintenance, replacement, ond upgrading of these ESC focilitles is the responsibility of the oppiicont/ESC supervisor until all construction is approved. 3. The boundaries of the clearing limits shown on this pion shall be clearly flogged by a continuous length of survey lope ( or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the opplicont/ESC supervisor for the duration of construction. 4. The ESC focillties shown on this plan must be constructed prior to or In conj.mctlon with all clearing ond grading so os to ensure \hot the transport of sediment to surface woters, drainage systems, ond odjocent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for ontlcipoted site conditions. During the construction period, these ESC facilities sholl be upgraded os needed for unexpected storm events ond modified to account for changing site conditions (e.g., odditionol sump pumps, relocation of ditches and snt fences, etc.). 6. The ESC fociliaes sholl be inspected doily by the opplicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet seoson (Oct. 1 to AprH 30} ond of monthly reviews during the dry season (Moy 1 to Sept. 30). 7. Any areos of exposed sons, including roodwoy embankments, that will not be disturbed for two days during the wet seoson or seven doys during the dry season shall be immediat~y stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any oreo nee\ling ESC measures not requiring Immediate attention shall be addressed within fifteen (15) days. ' 9. The ESC facilliles on inactive sites sholl be inspected ond mointolned o minimum of once o month or within forty-eight ( 48) hours following o storm event. DTL 1/3 /--'s;;:------:::~~~¥'\l!",~~~- 10. At no time sholl more \hon one (1) foot of sediment be allowed to occumulote within o catch bosin. All cotch bosins one conve)Once lines shoii be cleaned prior to poving. The cleaning operation sholl not flush sediment-laden woter Into the downstream system. ASPHALT EOG£ FOR DTL NTS -----EX. WATER ------ 279' SILT FENCE DTL 3/3 I I #8 _.l_ _____ ~ CONSTRUC ON ENTRANCE EX. WATER ---------1 / DTL 2/3 S.I. 19. .· '/J S1'. / ----- NB8'50'J6"W PROVIDE EXISTING CB WITH SOLID LOCKING LID ____ 65S.!5' ___ _ SITE BENCHMARK '8' RIM OF SEWER MANHOLE EL.=502.97 U.S. FEET 624.84' (MtAS.) -(PRIHf!~.41, .ARl'IRl,4/, ---t----+- 1'/.U'\flOlf 1'0 NORl'H) S89"04'1J"E 295.77' ----- 0' \ EX. SEWER ------------------- SSMH RIM=502.97 8' PVC E.-W. CTR. CHANNEL=489.72 EROSION CONTROL PLAN 1" =20' CATCH BASIN ~GRATE 1 1 1 1 1 1 1 • i • • 1 ,,.--,,,,,.,..,.. OVERFLOW POROUS BOTTOM~ NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. ~ ~ (;>\ 87' SILT FENCE DTL 3/3 ASP/-1/11 T [DGF SITE BENCHMARK "A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 11I I I 4-6" 50' Length may be rnodified by DOES inspector as site conditions warrant. l1' 1 /3, INLET PROTECTION ' DTL 2/3, CONSTRUCTION ENTRANCE NTS -t- 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre-construction meeting. 2. Flag or fence clearing limits. 11. Stabilized construction entrances ond roods sholl be lnstolled ot the beginning of construction ond molntoined for the duration of the project. Additional measures, such os wash pads, moy be required to ensure tho\ all poved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin sholl be modified with the necessary erosion control measures ond sholl provide adequate storage copoclty. If the foclllty Is to function ultimately os an lnfiltrotion system, the temporary foclllty must be graded so tho\ the bottom and sides ore ot leost three feet obove the finol grode of the permanent facility. 13. \\tiere strow mulch for temporary erosion control Is required, it sholl be applied at o minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet seoson (Oct. 1), oil disturbed oreas sholl be reviewed to Identify which ones con be seeded In preporotlon for the winter roins. Disturbed oreos shall be seeded within one week of the beginning of the wet seoson. A sketch mop of those oreos to be seeded ond those areas to remain uncovered sholl be submitted to the DDES inspector. The DDES inspector con require seeding of additional oreos in order to protect surface woters, odjocent properties, or droinoge facilities. 3. Post Notice of Construction Activity sign with nome and phone number of ESC supervisor. 4. Grode ond install construction entrance(s}. 5, Install perimeter protection (silt fence, brush barrier, etc.). 6. Grade ond stabilize construction roods. 7. Construct surface woter controls (interceptor dikes, pipe slope droins, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 9. Relocate surface woter controls ond erosion control measures or install new measures so thot os site conditions chonge the erosion and sediment control is olwoys in accordance with the King County Erosion ond Sediment Control Standards, 10. Cover oll oreos \hot will be unwori<ed for more \hon seven doys during the dry seoson or two doys during the wet seoson with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 11, Stabilize oll oreos \hot reach final grode within seven days. 12. Seed or sod any oreos to remain unworked for more \hon 30 doys. 13. Upon completion of the project, oil disturbed oreos must be stobllized ond best monogement practices removed if oppropriote. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dale Completion Date Approval Date ~· ·-· --------- ~ c3 ~ ~ 8 ~ ~ C ~ • ' ~ l;t; ~ ' !"I) .z :'11 .... r.:j r..i lQ ... . ~!"!)~ ~~~~ .. ,~ ... ~ ~ ~~~~ l i:t; i,j :t:~~ ~ ~) ~ .... Cl') >-,' ~lr..i~ ... ::,. t/j ~ § ~~~8 :::i e,.; ~ ~ (.!) ~ C) ~ R;...; ... C) l:\ ' I:.:, £t:l ~ e,.; '°') ~~ C)~ ...:i e,.; c..i ~ ~ I I "' "' "' ~ "' ~ -.... 8 :I: VI l ............ ~=..,=-===---·------------------------------------ N w E s " --/--------~"a" l.{)oco HOUSE co a OJ coo en \ LOT 15 HOUSE: (SCALED) STORM & GRAD.fNG PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF TfIE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, W1.tSHINGTON LOT 17 HOUSE: (SCALED) B W1 W2 W3 ROCK WALL INFORMATION TABLE LOCATION WALL EL (FT) STATION & OFFSET TOP BOTTOM STA 9+80. 35' LT 502.5 500 STA 10+00, 35· LT 504.9 502.4 STA 10+00, 44 LT 506.25 506 W.M., 0.0. end cap or plug clean out wye from pipe flow to second di~persal trench 1f necessary " NOTE: ELEVATIONS ARE GIVEN FOR THE CONDITON THAT NO ROLLED CURB IS PRESENT. SINCE THERE IS A CURB, THE TOP OF THE CURB WOULD BE .50' HIGHER I notched grade board t x 2" notches 18" o.c. 4" or 6" perforated pipe laid flat/level t HOUSE: (SCALED) LOT A K.C.LL.A. NO. 1285027 NEW ROCK WALL DTL 6/6 -- TRACT F W1 T3 WT 1 T 4,709± SQ. FT. 25' TYP. U' ~, j ' 'in EL=506.~ B "~I II T6 CURB FLOW LINE W3 510 508 DOWNSPOUT DISPERSION DTL 1/4 l'(p LOT J I 5,659± SQ. FT. 25' TYP. LOT 2 10' TYP. TBl(l-...__ T9 K. C.S.P. NO. 482007 24,160± SQ. FT. STA=0+87.19 EL=507.24 T1 (EDGE OF ASPHALT) •• 25' TYP. T11 . .'.".':-:-:. , ........ _ .. .:-6; .' ..... :.:--- ----508 f/ ·. ~ -~.-.·.· ' ~ -~-a .. ,o.: ·.-.-,:. -:~: ~~~·~'ca:--1~~,mat~=-~1-~~~:-.:.:s:::---===506~~i==-:_j A ASPHAL r me[ ..i' ~· .· .. • #9 STA=9 93.67, 27.88' LT EL=501.50 (FL) EX. WATER . ----------- STA 10+00 I- SITE BENCHMARK '8' RIM OF SEWER MANHOLE EL=502.97 U.S. FEET --..._ 0' °o 624.8~' (MEAS.) ------------ STA o+oo NSITE ACCESS)= STA 10+72.94 (SE 192ND ST) SSMH RIM=S02.97 8" PVC E.-W. CTR. CHANNEL=489.72 NEW HOME, TYP (APPROXIMATE _ LOCATION AND SIZE) -J_ 'in "' T T12 WT 4 4,720± SQ. FT. 508 I I I I SHED ALL NEW HOMES SHALL ROUTE ROOF RUNOFF THROUGH DTL 1/4. STORM & GRADING PLAN -------------- I 1/t -J/( rm.d rl/i TRENCH X-SECTION NTS slope-- small catch basin or yard drain j ~----------~ 25-Fool vegetated:: =~~£,a~_S,:g~~~;: goo sq. fl. Simple 10-fool trench Type I CB ..... :---------.... -------------------->700 sq. ft. ::-------------------------------:::---------:::: :: 25-Foot vegetated:: :: Flowpath Segment ;:: :::; ::. ::. ::: ::. ::. ::: ::: ::. ;:. ::: ::::---------.... :----------------------------------------------------Maximum SO-fool trench w/notch board see Fi ure C.2 .. D . C-33 ( ) g 1 ' p PLAN VIEW OF ROOF NTS DTL 1 /4. DOWNSPOUT DISPERSION NTS 1" =20' DRAINAGE NOTES 1. Proof of liability Insurance shall be submitted lo DDES prior to the preconstruclion meeting (KCC 9.04.100.D). 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-02.3(1). This shall include leveling and compacting the trench bottom, the top of the foundation material and any required pipe bedding to a uniform grade so that the entire pipe is supported by a uniformly dense un~elding base. 3. Steel pipe shall be galvanized and hove asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not localed within a traveled roadway or sidewalk shall hove solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids (KCRS 7.05). 5. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019, or 2-020, and shall include the stamping 'OUTFALL TO SIREAM, DUMP NO POLLUTANTS' and 'Properly of King County' (KCRS 7.0S). 6. All driveway culverts located within King County right-of-way shall be of sufficient length lo provide a minimum 3: 1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections lo match the side ~ope (KCRS 7.03(L), Drawing No. 2-001 ). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 fool, and must meet the following specifications: 4'-8'/40-70% passing; 2"-4" rock/30-40% passing; and 2' minus rock/10-20 % passing. Installation shall be in accordance with KCRS 7.02(8), Drawing No. 2-024. 8. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service oil future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b) Outlets on each lot shall be located with a five-foot-high, 2' x 4' stake marked 'storm" or 'drain'. The stub-out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdrain specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage systems designed to convey flows through individual lots. e) The Applicant/Contractor is responsible tor coordinating the locations of all stub-out conveyance lines with respect lo utilities (e.g., power, gas, telephone, television, etc.). f) All individual stub-outs shall be privately owned and maintained by the lot homeowner. 2 LOT 18 HOUSE: EX. CB'S #7. i,IM=507.45 S IE=504.91 (12' ADS) r: IE=504.96 (12' RCP) NE IE=SOS.37 (6' PVC) #8. r,iM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) 'II IE=504.37 (12' ADS) #9. RIM=S00.40 t IE=497.06 (12' ADS) W IE=497.06 (12' ADS) EX. LIGHT POLE & FH ARE TO BE f<ELOCATED PER THE 1993 KING COUNl'/ ROAD STA!,OARDS REC. NO. 9201220877 ~ srrE BENCHMARK "A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=51'.!.54 8" PVC E.-W. CTR CHANNEL=498.14 -t-- l . 0 L{) galvanized bolts z" X 1 z" pressure treated grade board .s E 4" x 4' support post . . C ·-(0 E filter fabric ..... • .... . ' • D:~ influent pipe (max design flow < 0.5 CFS per trench) PLAN NTS pipe 1'-0 (:. 0 0 oV clean out wye from pipe 0.0. 4" or 6" perforated pipe laid flat clean ( <5% fine~ 11/2 -3/4 washed rock *15% max for flow control/water quality treatment in rural areas. SECTION A-A NTS flow to other branching CB's as necessary type I CB w/solid cover ..,._ 1 s" o.c. I v--..:..~.::i k-2" T 2" grade board notches 2'' NOTES: 1. This trench shall be constructed so as to prevent point discharge and/or erosion . 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT DTL 2/4. TRENCH WITH NOTCHED BOARD DISPERSION TRENCH LENGTHS TRENCH LENGTH (FT) j 12' IRENCHES PER DTL 2/41 T1 10 T2 10 T3 12 T4 10 TS 10 T6 12 T7 10 TB 10 T9 12 T10 10 T11 10 T12 12 CB SCHEDULE TYPE RIM INVERT COMMENTS CB1 1 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE - CB2 1 501.63 498.03 STA 9+94.67 (23.35' LT), 'MTH LOCKING SOLID LID j NTS PIPE SCHEDULE PIPE TYPE LENGTH St.OPE CB1 TO CB2 12' CONC 4' 4.50% KING COUNTY D.D.E.S . Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Date ~ C,!) ~ ~ ~ ~ ~ ~ C'/J • H <l) . s~ co z H '.;t uw ~ ~ E,.' • CIJ ~~ ... r..:j • I.Q h~ ~eri~ ..;~~~ h~ .... ~ I;.!) ~~~~ ~ CIJ ~!~ f;] ~ C') >-.' ~~"1.-.. ::,.. eri ~ ~ ~~~8 t:::i h ~ ~ ~~o~ Ile; ..... h 0 i:::i • k, ~ C\! e,.;C') (3~ 0~ ...:i h (.J ~ ~ z~ "' " -t " "' .2 .._, ... 0 ... I. I 520 I I I 510 ' I I ' i i ' 500 490 480 N s HOUSE (SCALED) LOT A K.C.L.L.A. NO. 1285027 NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT HOUSE I 0 "' LOT 15 LOT 2 ~ 5,659± SQ. Fl. r/ ' ' ' ' TRACT F \ LOT I 4,709± SQ. FT t-·~ r HOUSE (SCALED) r I LOT 3 ROAD IMPROVEMENTS/ STREET TREE PLAN FOR GURDEV SINGH S'l!ORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORT'H, RANGE 5 EAST, W.M., KING COUNTY, WASF!INGTON LOT 16 HOUSE (SCALED) LOT 17 HOUSE (SCALED) / 5,659± SQ. FT J--/ t--NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE OR THE FACE OF THE CURB ACCORDING TO THE 1993 KCRS REQUIREMENTS. i\ LOT 2 K.C.S.P. NO. 4112007 24, 160± SQ. FT. SHED LOT 18 -------~ EX. CB'S #7, RIM=507.45 S IE=504.91 (12' ADS) E IE=504.96 (12' RCP) NE IE=505.37 (6' PVC) FIRE HYDRANT OR UTILITY POLE LUMI NAIRE ----. NOTE 1.---'--_, 15' MIN. SIDEWALK NEXT TO VERTICAL CURB 50' MIN. l, PLANTING STRIP ;~~ 0:: 50' MIN. Q I 10' MIN.~ SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTIOM OF RAMP --:--1 t: ~ STA=0+87 .19 ROLLED CURB ~ DTL 7/6 r t HOUSE #8. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12" ADS) W IE=504.37 (12' ADS) NOTES: VERTICAL CURB LINE AT INTERSECTION NEW ROCK WALL DTL 6/6 TAPER, 10:1 /19 .. ' . • CURB DTL 5/6 ' • 411 • • " --'• --- 2% .. .· · .. ·.· ·.· 1 ·>·.·.·.·. --~·:. ·:::i· AT . ·.·.· ,. 1:,2< soil> .......... ' ........ · ........ . ..... · .,,· ><·_ . ·_·. . ·:. ,.+ .... _·_ ._·._· .0 ....... . . " ....... . . . . . . I . . .. ·: ..... .'' /.;, -..._~ \ • ~ --------- LOT 4 4,720± SQ. FT. P.A.T. SECTION~ DTL 4/6 \ (PRIVATE) , ·• ·' -·-. [X. CONC PROPEflTY CORNER STA I 1 +52.84, 42' LT 6 1 /2' SIDEWALK, DTL 1 /6 CONTINUE TO AND MATCH EXISTIMC SIDEWALK #9. RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12" ADS) EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE I 9'j3 KING COUNTY ROAD STANDARDS REC. NO. 9201220877 ;:' 2 ,,....... ...:..... -- . -~/~,~····... ~_>> 50 .. ' ... . . . < .• .,r. 7 -=rys. ~1 56 314 27 88' LT I --~······-"",_ ... _ .. , .... ___.:... .... . . 'fl+ • I • $\Ft:f', / b coal-#8 DTL 1 /5, ' 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS • 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONC 684-1622. 4. SEE SEC. 5.03. STREET TREE STANDARDS EX.ST0Rf.f -----~ CD k EX. WATER ----------------_ _l_______ "' ;':I tj~/ FRONTAGE IMPROVEMENTS / EX. WATER ------~ -d PROVIDE EXISTING CB --~ DTL 3/6 ___ sr_A=-I 93.67, 27.88' LT STA 10+00 S.I. 19. .· 'D ST. ~ WITH SOLID LOCKING LID NTS ~ --+-I ----------+---+-_STA 11+00 ~ ~ STA 12 '00 -~ -,_, 650_·.15· ___ --t--SITE BENCHMARK "B' __ NBB'50'J6'W 624.84'_(1.11:AS.) _ _ (PRI.M~-rp.41, AR1'A'Rl.4L \__ RIM OF SEWER MANHOLE EX. SEWER STA 0+00 ONSITE ACCESS)= Y,/,1,t aor TO NORTH') -S89'04'13"E295.77' ---------------------EL.=502.97 U.S. FEET /' ~· , ASPHALT EOG[ NOTE: PROVIDE FULL WIDTH OF 1" MIN. PAVEMENT OVERLAY IN SE 192ND ST ACROSS THE ENTIRE PROPERTY FRONTAGE \ '1c, 0 STA 1 O+ 72.94 (SE 192ND ST) 't,;-"'o SITE BENCHMARK "A" . _______ ',_____ '\ ASPHAU EDGE TOP CENTER BOLT ON F.H. SSMH RIM=502.97 8' PVC E.-w. CTR. CHANNEL=489.72 El.;510.23 U.S. FEET STREET TREES ( 4 TOTAL) AMUR MAPLE (OR AS APPROVED BY ONSITE INSPECTOR) 3" CALIPER DTL 1/5 ROAD IMPROVEMENTS/ STREET TREE PLAN • 1" =20' -----· 9+00 ~ EXISTIN( I POSSIBLE FUTU o I @ NEW FLOW LINE S.TA 9+93.67 EL=501.50 WEST PL . --- _,.._ __ ---... ------· ~- STA 9+87.67 · EL=501:20 · WEST END OF SIDEWALK . TRAN TION 10+00 FLOW LINE PROFILE 1"=20' H, 1"=10' V GRADE LOW LINE ----- STA 11 +56.34 EL;5Q7.38 r NEW GRAD! @ NEW FLOW L E EAST END OF IMPROVEMENTS NORTH .SID OF. SE 192ND T ,-EXISTING FLOW -----.__--' I LINE --~ h ~--. ' ' . STA 10+ 72.94 STA 11+52.84 EL=504,90 EL;507.30 · CL OF ONSITE 1 ~CESS EAST PL 11+00 12+00 SSMH RIM;512.54 8" PVC E.-W. CTR CHANNEL;498.14 540 530 520 510 500 490 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT .......... JXISTlNG .. GRADE ..... . @ OAD CENTERLINE~ . PRO OS{D GRAPE ••..•••........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ·~ @ ROAi CENTER UN E l . . . . . . ... . . ... ... · I· . ':.J .. U ... S! ... ~ c..l ....... ~ u ... ···~ ~ U') ...... ···~ ····~·· ....... ·o,: ... -t5 ... ... ,,: .... <( .. ~ .e:! ~ 5 -:is .... · · · ··~· ····~"'-· 8ifi fg(t; ......... §g ...... ~g .. g:is ;;;:is . ..... 2; .1!. . . . 2; I! . 2; 1.1. 2; I! . " .. ' ~ ~ . " ... " ·~ ~ ... -~ ~ . ~ ~ .. ...... \ ..... ..... ' . " ...... " .... lo ..... g·· .... ,...:~. ,o II .......... + .... o> ... :;;: ~ a.w ..... ' i..-_ ... --..... .,-... 1------. A( 8% 6.\ ¥. ......... ..,.. ... '"Cl ....... g ~-. ~ .. ,-. ... · · · · · · · · · · ~~fv 0:4loi~ · ~ ~ · · · · ~ · · · ·~· · · · STA 0+27.88 · · FLOW. LINE ELEV " . 504. 9.0 ... TOP OF CURB Cl D/W CL ELEV= .50.4 .. 98. . . . . . . . 1 .... . . . . . . . . . .... 1 ... (NEXT ,s: UPSTI noN SHOWNFLA ) 30.00' C . . . . . . . I K=5.3 ' 0+00 ACCESS ROAD (P.A. T.) PROFILE 1"=20' H, 1"=10' V 1+00 .......... KING COUNTY D.D.E.S. Review Engineer Senior Engmeer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Date Approval Dote ::.::; . ~ ~ a,,; ..;- ~ • r,, z'.'l! ,-. kl ~ • I.Q e... r..i ~ r,j ts E.... a.; r.:i ~ ~ ~ e...~~e... ii:: i:.; ~ ~r.,~~ r,, 0 E-. • ii:: r,, t/J ~z~~ ~ i:.; ,-. ~ C<) ::,..· f;j i:.:i C\l e... e-.; ::.. r,j e:: ~ ~ ~~~8 ~ :::i E-. ~ i:.; C!l~o~ ~ ii:: ..... e... t;;j Oq • 0 r., ~ C\l ~ E-. "J ~~ ~ oO ,..:i e::: I;.) q ~ ~ ~ ~ " ~ l() ,..., ~ X <o C • ... ._, " to' (.Q C) V) ,,.,~~o 0::: I[) " l() ~ ~ en,.._~-w st '-."' " z loo-- 1--t ,.... . . z It) • : L&J j co > ... ,..., w < N I") a::: C -+-'> a. "' I[) ON 00...., r:n Cl> ....... <I) <( e <o ~ ~ ~ ... E ~ • -0 0 ... -" z2· l() ~ uJ '-' )I: :.: "' E .. t;:; • co .. -+-=> -t -E uJ V) 0 0 o ::c ~ 0::: -I ._ 1/) ... _" 0 w~~"" 0 >-._,,_CV) w v,0<.>-J .. z > 0 •• "O • co ..J >-"' 0::: _,...,;;:mu :::> g.!.fe~ V) z L,J~·· ~I uJ ... 0~ 0 O uJ < ::c 0 <I) z~ 0 1/) • V) I[) 0 8 0::: "t u Cl> !:! w ..., w 0 "° z 00 t2 eJ (.!) 0, ~I z I "l N -w I[) .,: I u co ~ -, '<j- I') o_O I[) .. o N >-"' ~ ..., m ·: zO ~z <"' 0:: 0 0.., ~-------.--------y/'/,/j-------.--- ~'-: PLANTING STRIP 1/4" 'Y" GROOVE EXPANSION JOINT NOTE: DUMMY JOINT @ MAX. 15' C-C EXPANSION JOINT ALONG CURB 1 /4" 'V" GROOVE @ MAX. 5' C-C DUMMY JOINT B VERTICAL CURB & SIDEWALK EXPANSION JOINT '•;, ... :~·.; .. ,/· ... :~ ~-~·~--. ii,.,.· . • • /, 'I, ;,(, /"'(/.("<-::.;;.;· .. :.:··.• /).»; ... : •' .. ,.· .. "' •'< ·'"' '"' .,'<.,'< SECTION B-B 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 1 / 4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. DTL 1 /6, CURB & SIDEWALK JOINTS " NTS 4" CEMENT CONCRETE SIDEWALK AND RAMP NOTES: SECTION A-A 1. SEE SEC, 3.02 FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS, 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATIERN, (SEE FIG. 3-007.) DTL 2/6, SIDEWALK TRANSITION NTS ' - B DETAILS FOR GURDEV SINGH S'HORT PLAT LOCATED IN THE S.E. 1 / 4, OF THE S.E. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WAS'J-f!NGTON 30' ROW 12' DEDICATION 27.88' 7' 7.12' w f------------'--------f----'---l~--'-'-"'----15 REMOVE SHOULDER & \ REPLACE WINEW PAVEMENT SECTION 1' SAWCUT --1--;-.c--===-~ 1---~~\'@~[_ _ __:__I @FOG LINE WIDTH VARIES - 1' PAVEMENT OVERLAY 2% ~ 15: 0 0:: a. L__ CONG. VERTICAL CURB & GU Ii ER, DTL 5/6 4.5" ASPHALT CONCRETE, CLASS B 4" ASPHALT TREATED BASE ~-ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 NOTE: SLOPES OF 2 TO 1 ARE ALLOWED \\HEN IT IS NECESSARY TO AVOID GRADING ON NEIGHBORING PROPERTY. PROVlDE I" MIN. PAVEMENT OVERLAY OVER ENTIRE ROAD l'ilOTH FOR THE LENGTH OF THE FRONTAGE IMPROVEMENTS DTL 3/6, FRONTAGE IMPROVEMENTS • w z :a f-u < g; f- ~ NTS 4'-o" f-:z w ::,; ',!;! < 0.. ~ w "' El CURB, DTL 5/6 .J.·; ,,~ 2• COMPACTED DEPTH CLASS B -----' ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.D2 30'-o' 22'-o" -0.02 FT./FT. DTL 4/6, P.A. T. SECTION NTS EXPANSION JOINT • "' -0.05 FT./FT. 2 1'-6" * NOTE: TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUUER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTIER TO MATCH POSITIVE SUPERELEVATION. CEMENT CONCRETE SIDEWALK 3. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. DTL 5/6, CURB DETAIL NTS 4'-o" ------ f-:z w w ::,; :z ',!;! :a < f- 0.. '-' ~ g w f- "' en El "5 ,,, fl!' ti:·, '<i' ------------·--------------------·- 4 CHAIN LINK FENCE N 12' MIN. THICKNESS OF 2'-4' QUARRY SPALLS . '' . • ,4 .. ~· • • GRAVEL BACKFILL FOR DRAINS 2 --- PERFORATED--~ PIPE 6" MIN. FILTER FABRIC --"' NOTES: 1. SEE SEC. 5.01. • 2. WSDOT/APWA 9-03.12[4] 4'-6" PAY LIMITS EXCAVATION ONLY 6 SIDEWALK 3 KEYWAY 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 1 O' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEEf OR GREATER. ... ~ ~ "' Gl "' J: ~ Gl :i: ffi el • I 'i' "' 'ix, ~ 2i DTL 6/6, ROCK FACING, CUT SECTION NTS I CURB EXPANSION JOINT 3 1/2" I G i ,_ ______ 2_·-_o_" ____ _J '---OPTIONAL FOR INTEGRAL POUR DTL NTS CEMENT CONCRETE ROLLED CURB 7 /6. ROLLED CURB DETAIL • KING COUNTY D,D,E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: • ~ (J) s ca Completion Doto ~ Completion Dote u Approval Date • (/) a:: Lu Lu z (!) z Lu z~ LO 0 st " m .2 ...., 0 co co st I N LO OJ ~ t('J LO N ...., .... 0 <D t .... :c C/) ~ 0, "'l - <! + a: 0 •. 0 t':1 zo 3: z <( a, 0:: 0 c-, PROPOSED TEMPORARY CONSTRUCTION EASEMENT ( I 5'X30') TAPER, 10:1 /. / ,, " " " " r _""-. _30' __ _ • I ::2 I I REi..' .. 1,,-.--.. ~. ::··:.,··cc-:. :./.ti.[,.;-·.,~·· ....... . /8" APPLE ,I}; I I I I I I ' I I I .... · ..... :cc:. :r: . I > > :< : 1>»: :< I <<<·:·>:·•·><LO~; ... ... . .. ... " . . . . . . . ...... . I ............... .. :-:• •••••· :•::: i ••••• :•:•:•:•:: . . . . . .... ' . " ... · · · · • t '.1·-t.::::. · ·-:->:<J~rl:: :6'f/-//-:-. . . " .. ~ I Wf 4 4,856± SQ Ff. · · ·«: ,µ~e cu.f : . . . : . <·>. . .......................... . ·~·L .. -- CONC. STA 7+0 ======,=====STA9+(m=r====c= STA 8+00 STA 9+00 -- EX: WATER-_ _ ____ -0~.l-=~=--=~<1<~<1<~=-::::::-.:f.-=-:~=-=:-=~·~ .. ~ .. ~· ·~:. ·=-:.·=· ·:·=; ::-.uR=.B=cu:--=: . =·· .·=_:._=· <=-·: ·=· :::-'~·: .;::·:··~ .. i=-~@=3~(_-~E=X~I S~TI NG WHITE ED GE LI NE SITE BENCH::--:-.. 8-.s_w_:"'f_O'~OO=~=· =/;~3ij~~'~,W~26~24~.8~4'](M~£~AS5.)~~~S'.~.li'.~~Pa~~~:~~:~~:~~~:~:~·XR~;~,:~T'RE~~RT-'A~L~~~~==-..:~~~--=;:~=~S!!T·-A:1~2-+;00~::::::~::75:' ::::::::~~:::::::::~= RIM OF SEWER MANHOLE· ------------1' '"'· " ASPHALT WGE EXISTING DOUBLE YELLOW CENTER LINE __ _Li EL . .a502.9I U.S. .. FEET ---. =-::_;;,·~----/'H,----srAST~o~;~~:===fY/=4=2='=R=O=fY=71=0 =M=O='R=J'H=')=--,::----~=~~~~EX~. ~SE~WE~R ~~~·~·iici, ______ -0-=_ ______ _ ASl'HALT EOG£ TOP CENTER BOLT ON F.H. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE l<ING COUNTY ROAD STANDARDS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. FOR UTILITY LOCATION CALL 1-800-424-5555. 3. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES THROUGHOUT THE PROJECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 5. EXISTING LUMINAIRES SHALL REMAIN IN OPERATION AT NIGHT THROUGHOUT THE WORK. 6. CONTRACTOR SHALL REPLACE EXISTING STRIPING IN ACCORDANCE WITH 2007 KING COUNTY ROAD STANDARDS WHERE OBSCURED OR DAMAGED BY CONSTRUCTION ACTIVITIES AS DETERMINED BY KING COUNTY. 7. CONTRACTOR SHALL NOTIFY KING COUNTY TRAFFIC ENGINEERING (206-296-6596) AT LEAST 10 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. POLE SCHEDULE ·"' POLE POLE ID POLE POLE CIRCUIT NO. NO. LOCATON OFFSET NO. 0) 10+40 37' LT 1 LAMP WATTAGE 200 LAMP TYPE HPS CONSTRUCTION NOTES © 0 0 0 REMOVE EXISTING JUNCTION BOX, CONDUIT AND WIRING. REMOVE EXISTING LIGHT STANDARD FOUNDATION TO A DEPTH OF AT LEAST 1' BELOW NEW SURFACE GRADE. DISCONNECT EXISTING ILUMINATION CIRCUIT WIRING INSIDE EXISTING JUNCTION BOX. CONNECT NEW WIRING TO EXISTING WIRING IN EXISTING JUNCTION BOX. AFTER PAVEMENT OVERLAY, REPLACE EXISTING PAVEMENT MARKINGS PER KING COUNTY ROAD STANDARDS DRAWINGS 6-001 AND 6-004. TURN OFF EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING ELECTRICAL SERVICE CABINET BEFORE WORKING ON CIRCUIT WIRING. DISTRIBUTION MOUNTING MAST BASE PHOTO- TYPE HEIGHT ARM TYPE CELL M-C-111 30' 6' FIXED YES WIRING SCHEDULE RUN NO. CONDUIT ffi 2" PVC (SCHEDULE 40) & 2" PVC (SCHEDULE 40) LEGEt~D EXISTING EXISTING TO NEW BE REMOVED of-----() o--0 CD & G) EL.=510.23 U.S. FEET EXISTING WHITE EDGE,LINE CONDUCTORS 2-#6, 1-#8 BARE 2-#10, 1-#8 BARE TYPE M-C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE TYPE 1 JUNCTION BOX PVC CONDUIT (SEE WIRING SCHEDULE) POLE NUMBER WIRE NOTE CONSTRUCTION NOTE \ l ' i l I . ' ,, 20 scale , VICINITY MAP N.T.S. $£ tOOna ~t q ~5' ff PROJECT SITE ( 6 PROPERTY ADDRESS: 11328 SE 192nd STREET RENTON, WA 98055 0 20 40 feet f-u.. I I 00 0 LC) ~ t,.. o~ o~ N N •:w COCO>f- • • L,J < I.() I.() a:: 0 NN '<t '<t ,,., z 0 O'. 0 :J. /1 z <( :,: - 0 (t'. z w -w z z z - <( CJ ..J z i-a.w Ole (\j C) II -~~ ~~ <( L,J (J :,: Vl Vl (Q 0 -"' ,,., "' ~ 0 z CD 0 -, ,----- JOB NO.: K0434106 r r C s:: -z ~ -0 z "'O 0 r m 0 m -I }> -r CJ) MIRA! ASSOCIATES, INC. 11410 NE 122ND WAY, SUITE 320 KIRKLAND, WA 98034-6927 DRAWN BY: JTH/80 CHECKED BY: DH[ 425.820.0100 -T 425.821.1750-F SCALE: NTS REV.: SHEET: SL-2 OF 3 DATE: 12/05/06 OF ~ ::, ~ . ::, I m II ' ~ ::, Ul --\ I 'J) 0 ::, .,., -I> ::, 0 )> I s:: 0 :i .,., ;u (D (XJ\f: ' ~ }> fTl ~ }> 0 gi~ I z§:2 0 < rri ..... O r z fTl z--...... 6 ~ 0 0 co ..,.,-,;;oz fTl C Oz N < -I CG)X[Dril -fTl CXl )> Z Ul .i,. 0 0 ~--I> z o o~c.n ~I U) 2:'.i~ ,c.n-1 oI ;u 0 '-..... X ri1 fTlO (./)-fTl zo "TI --.J 0 z -I> [11 -\"TI }> C '-I> r fTl (./) oCD - .. ' ;u fTl }> ;u UJ}> 0 ;u fTl ~ -I (./) 0 (X) r---: z '1 0 C z 0 ~ t,J ~ ~:gr r I :r: ;;o Ct,, 0 J> ---i 0 i't Tl z U) 'I $'. 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CD :,, :,, C '. co (/] ::j C fTi CD ::j S:: ~ C fTi r ::;;: -I 0 ::j fTl ;"' (/] <:."r..._____.,.,---1 ri'i O 0 rrn 0--< ::,: (/) -ic ICD :;;:: u fTl fTl ;;o ;;o G) ,:: fTl ::,,0 Z:,, fTl :;u ~o rnu }> ;;o oo ;>;0 I fTl C C/l u (/) :;u z G) co fTl C) :;u 0 C z 0 ~ r C (/] I L ~ I < )> )> {/) aJ ---, ZI:t> fTl 0 )> (/] ;u I ""'l fTl )> 0 :-:-, r ;;o "TI co )> c;;:, 0 )> r1 r U1 •. -1I •• -1 0)> (/] )> s:: -I (/] 7 --\l- s: N )> N :,, t,J I I • Ul --.J t,J C) N 0 ;;o. --.J }> DC) fTl ;u )> Ulo 0 fTl Ul 0 ::;;:lz C (/] 0 (/) 0 -I fTI 0 -100 (J) (/) [;l~ r ;i; 0 r "'TI zZC/l }> o--\_ rn )> fTlz ::Ooo J> o r (J) 'C u ..,,0 f'Tl !; X fTl fTlo "'TI Zo c..CDO Q I )>z 1 ~ (/)--\ rrl O' fTl:r (J) QC/l zc.n ~I 'fTI ~~ 0 00 0~ zUJ oUJ ;u ~~ rr,O u 0 ' fTl U) u r C) '1 (; )> -~, 0 z U) C (/] fTl 0 -I> 0) 0 '1 ~ -X rrl ui 0 z rn 0 J> r C (J) 0 fTl fTl 0 0 u z 0 r -I rri I (/] (J) (/] I fTl ~ U) I 0 C r 0 fTl ;;o 0 ;;o (/] 0 fTI ~ r :,; ILLUMINATION DETAILS I '1~~ 25 ---! :;e:: I .'., -I ;2 0) O fTl z "TI (/] 0 @ --\ )> -I>-"TI Ul ..,,~~ ~ N • ~.._, . I. O I :;e:: I~ om -I r t,J ' 0 fTl z ""D l,') 0 0 0 @ ;i; (D "TI q --. ..... ~ -I>-0, .._, ' Io o-r? fTl (/] (/] fTI fTI < fTl ::;;: (X) ' 1 of 2 FOR GURDEV SINGH LOCATED IN THE S.E. t/4, OF THE S.E. z U) 0 fTl [11 fTl -I 0 )> ~ ' r (./) 0 I m c5 -\-\ :;u co z J' G) ~ ~~ ,, c-l>-";, ::j .._, (/] 0 I -I> 0 u u fTl ~~ I I • 0~ m Oz )> 0 u (/) 0 ;;o fTl ::,: 0 rrl -I )> r 0 ..,, X fTl 0 CD 2n fTl 0 z ~ R' f:;; ::,:~ :t>r c.n- Iz fTl G) ;;oz c.nc -I (/] ' ~ N ~ ' ~ _,.SC: ' ~ c,),; X -I> 0 X -I> ;;:: IO • fTl C ·-z 0 C) -I 'I - --\ z C) --... co m I I m m ' ~ ~ N 0 . I I 0 0 ' ' -I> I m ' co I 0 ' < [11 ~ ~ r c.n ~~ ..,, X fTl 0 §:; (/) fTl 0 z ~ ~ SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 KING COUNTY, WASHINGTON 1/4, EAST, W.M., -<l 4271<1 <;;:i ~ 'fl~ 't'-t'c1srEl:l'i,; G'~.,. ~12-05-06 C:\Janet's Folder\Projects\K0434106 SE 192n<i-Renton\Submit 2006-12-06\K0434106 details 1.dwg, 12/6/2006 2:54:57 PM, 1 :1 N I m ' m I 0 ' -I> 0 I 0 ' c.o $ ' ~ ~ co m . I I I m m m ~ ~ ~ Ul N 0 I I I 0 0 0 ' ' ' t,J Ul I 0 ' (X) -~ 0) ' 0-1 ..,., 0 u "TI OR' r fTl CD uo ~~ [11 :;;:: co 0 ~ 0 ? + $ om ..,, ' G)I :;u 0 or c' -I 0 ::;;: u :,,- oz :;u II N 0, $ ' 0 fTl ~ fTl ;u -I> I m co I 0 ' 0 i'l -I )> ' 0 co 0 ~ 0 :;u 0 r fTl ~ co 0 '-', (/] fTl fTl 0 ~ r 0 ' N I m m I 0 ' t,J Ul I 0 (X) -~ °', t ~ ~ co . I I m m ~ ~ U1 N . I I 0 0 ' ' t,J 0 I 0 ' co ' (/] (./) -I O 0 fTlOc ::,: ;;or )> 0 r fTl ;,;; ;;o m I m ~ 0 I 0 ' -I> I m co I 0 ' 0 :;u fTl 0 --\ 0 z 0 ..,., --\ :;u )> ..,, ..,, 0 j N I J> 0) 0) I CD 0 ' t,J 0 I () 0 oCD co . }> ' oUJ . fTl C) ~ }> 0 C C) fTl ~ t,J '1 ~ ' ~ CD N . ~ () ' ~ _,.-c: --1 ' ~ c,),-)> z ' 0 X I -I> 0 0 ;u ' X CD -I> 0 ' ~ (_ (/] I rri ~rri (D ..,,~ Oo ::uo ..,, --\ Cu, ;;o --\ -I}> Iz fTlo ;;o }> 0 ;;o fTl 0 --\ "TI :t>, ,)> Ylz r C :;;:: z }> ;;o fTl }> ;;o :;;:: "TI 0 r fTl CD }> U) fTl "TI ~ fTl "TJ I ::,: +>. Oo--\ • ::Or IX fTl -G"l-~m ;u z '~ o I " C ~-: z ' t,J T ~ 11 ----/~ 1 OX 7 )> z oz G) N 0 ' --\ }> I :;u "TI 0 :;;:: -or ~ j -I> N r _! t,J ' (/] 0 I . -I> -.J 0 ,::s- u ' u fTl ll,s ~t]rri / "TI "TI fTl ~r ' l"'l IZ ! ~ (D 00 r1 oOo ..,, 0 fTl AC) ..,., ::,: ;u :;u-fTl 0 (!) fTI zfTl --\:;u 0 <oo ---\C fTI)> z ::;;: --\ -I QfTl z;;o I 1j 'r ~fTI ·z G) --\ I ' "'T] :::0 0 z -I < rrl ~ UTJUTY CONFLICT NOTE I< rrl ~ rrl THE CONTRACTOR SHALL BE RESPONSIBLE FOR vrn1FY1NG THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UT/UT/£$ ANO SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSffiUCTION. THIS SHAU INCLUDE CALLING UTILITY LOCAT£ 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATION OF Nf:W UTILITY CROSSINGS TO PHYSICAUY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SA!D UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTffD AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR I EXPIRES 8/18 /°' I [ ExP1R[S 9/5/07 SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ~=------~-~-----···--.--·----·--· -···---·· 4-m o DIAMOND PATTERN N SEE NOTE 2 LEVEL WITH THE PAVEMENT 1 1 2" LID • MIN. : o ' N <D PVC CONDUIT . ' ' l() 3" MAX. @ A C E 2 SEE NOTE ..., 2 TOP VIEW _j 1 1/4" GAP (TYP.) FOR HOOK RrLEASE ~ 1" . ---, . -- JUNCTION BOX DIMENSION TABLE "" BOX TYPE "' <( ~ A B C D E F ITEM OUTSIDE LENGTH OF JUNCTION BOX OUTSIDE WIDTH OF JUNCTION BOX INSIDE LENGTH OF JUNCTION BOX INSIDE WIDTH OF JUNCTION BOX LID LENGTH LID WIDTH CAPACITY N CONDUIT DIAMETER LID SUPPORT LID FRAME LID~ 1 /8" WELD BEAD N CENTER ON THE SLOT ' TYPE 1 HPE 2 ----~ 22" 3:l" 17" 22 1/2" 18" N 19" . .c::::....:.::.-' -·=-- 29' 1" :50" . - 13" "" 14" 18 1 /2" '" 19 1 /2" 17 5/8" 2fi 5/8" 12 5/8" 18 1/8" 6" 12" HOOK ~ 1" 1 /8" WELlJ BEAD N CENEli AT THE HOOK LID FRAME GROUND STUD " SEE NOTE 4 BONDING JUMPER N SEE NOTE 6 FRAME SLOT MARK CD LID HOOK MARK Q1 HOOK 5 16" ' " GRAVEL PAD WELUED WIRE REINFORCEMENT (WWH) 4x4-W2.9xW2.9 (6 GAGE) ~ SEE NOTE 9 WELDED WIRE HOOP W2.9 (6 GAGE) -SEE NOTE 9 BONDING JUMPER N SEE NOTE 6 GRS CONDUIT SYSTEM IDENTIFICATION DETAIL F:o I " ( TYP )1 f--F:o1" (TYP. 1 TS f INTELLIGENT TRANSPORTATION SYSTEM COMM COMMUNICA TIOfl SYSTEM LT LIGHTING SrSTEM SECTION 0 TS TRAFFIC SIGNAL SYSTEM TEL_ TELEPHONE SYSTEM JUNCTION BOX DETAILS ' NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. The lid thicknesses are minimum. The diamond pattern shall be 28% minimum of overall thickness. 3. Lid support members shall be 3/16" minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20NC x 3/4" S.S. ground stud shall be welded to the bottom of the lid; include S.S. nut and flat washer. 5. Bolts and nuts shall be liberally coated with anti-seize compound. 6. Connect a bonding jumper to steel conduit bushing for GRS conduit; connect to equipment grounding conductor for PVC conduit. Bonding Jumper shall be #8 min. x 4' of tinned braided copper. , 7. The System Identification letters shall be 1 /8" line thickness formed by engraving, stamping, or with a S.S. weld bead. Grind off diamond pattern before forming· letters. See System Identification Detail. . 8. The Junction Box Type 2 shall be provided with a 12" deep extension when specified in the Contract. 9. See the Standard Specifications for alternative reinforcement and class of concrete. LID FRAME N 1"x1"x1/4" I> SECTION 3/16 "37 1"6,t-;;-TYP. LID ® 3/16 ---~3'-r.-c1 6cl-)-< TYP. LID SUPPORT N SEE NOTE 3 HOOK N L 1· x 1· x 3/16", 1'' LONG, TWO PER LID I' I \ l -::;i ~ C\l ,-; ~VJ ~ "'-'<I! -kJ . '<) C\l kl I . kl VJ'-) I <~ VJ ~ •r. c3 ~- ::r::E-.~G ~ '-) k, :r:: ~ ~ ~OE-.::C: ii VJ ~ VJ ~ :,. {~ ~ 11 ~ kl- Cl "'J :,.,· :1 ~ ' C\/ E-. ' < :::;ikl ~ I <:.'.> vi :?:; :3 ' ! C) kl ::r:: C) h ~ :r:: ~J lJ ' ~ k. E-. ~ '-) "" ~ < C) < ...., E-. ~ ~ Cl -::3 ~M -..::i G< ;::l a a '-1 h lJ kl VJ k, a . <o I 0 I'--f-LL 0 u N N ~ 11 (") OJ z '-'? 0 0 0 1 I w 0 lfl " -f-'1" T" I'-"' --(") 0 -,-i I en ::J 0 0 ,- w (f) co N N ·:W OJ co co > >-I->-<{ lfl lfl w <( <( ~s N N 0: 0 -q--q-") -u 00 0 "- 0 zz "'0 ~ ::5 II "> en I ,-:,,:'. ' -J en w 0:: -(/) <( z :,,:'. w~ -' w 0 <( w -,-UI ~ -q-V) V) ,- ,--Cl :E [JJ i'';! t; a >- :;;..: [D '°o zw z ~ij 0 <(W 0:I Ou ... ,1 CJ <il z ... (0 Q'. (') Q'. 0 0 z w ,,. [L -w ") .,. (/') z z 0 ,:'. z z - <l <l "' Q'. _J z 0 z t-a.w CD 0 -, I I I ' CONDITIONS OF APPROVAL File Number: L05S0009 FIie Name: SINGH Short Plot Complete Application Date: Murch 10, 2005 J. DECISION: Proposed Short Plat revised and received July 14, 2005 as described by Attachmentlof this report is granted preliminary approval subject to the following conditions of final approval: 1.The proposal shall Compliance with all platting provisions of Tille 19A. of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. 3. />JI utilities within proposed rights-of-way must be lnciuded within a franchise approved by the King County Council prior to final short plat recording 4. 2005 King County Surface Water Design Manual ISWDM· The following are drainage conditions applied to this proposal: A. TARGETED DRAINAGE REVIEW The proposed short subdivision requires a Category #2 Targeted Drainage Review as outlined in Chapter 1.1.2.2 in the Surface Water Design Manual. The existing drainage system must be modified lo collect and convey drainage along the property frontage. B. ON-SITE BMP's The proposed on-site improvements appear to qualify for small site drainage BMP's as outlined in Appendix C of the Surface Water Design Manual. 5. 1993 King County Road Standards -Final short plat approval shall require full compliance with the provisions set forth in the 1993 KCRS, inciuding engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the state of Washington. DOES strongly recommends that the engineering plans be submitted at least two years prior to the expiration date of the proiect. The following conditions.apply to thisshort plat unless a variance purauant to the variance procedures in KCRS 1.08 ls obtained or otherwise approved by DOES: A. Frontage improvements along SE 192nd Street shall be designed to Urban Principal Arterial Standards per KCRS Section 2.02. These Improvements shall extend along the entire frontage of the site and make standard connections to adjacent improvements. B. Forty-two feet of Right-of-Way (ROW) width shall be dedicated north of the SE 192nd Street R/W centerline, along !he frontage of the site. C. Appropriate pavement tapers and pavement striping shall extend east and west of the project's frontage. D. A Road Variance (KC File Number L05V0049) was granted for intersection spacing with the condition Iha! the private access tract be located atthe center of !he property frontage. Additionally, approval was granted for a reduced stopping sight distance. E. Rockeries, luminaires and uulities located along !he frontage of the site shall be relocated, redesigned or removed lo match the ullimate roadway design of SE 192nd Street without creating roadside obstacles per KCRS Section 5.11. F. The proposed Private Access Tract (PAT) shall be revised to allow adll<luate access width (20 feet minimum, measured from the point of curve) to lots 1 and 4. This will requires shortening the length of the panrnindle portion Lots 2 and 3. G. The PAT shall be constructed per KCRS Section 2.09.B. H. There shall be no diroct vehicular access to or from SE 192nd Street from those lots which abut ii. A note to this effect shall appear on the engineertng plans and final short plat. I. The following Notes uhall be shown of the final recorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service Iha private access road contained within or provide service to the pro~rty described in this subdivision. (2) />JI private easements and or tracts to be maintained, repaired and/or rebuilt by the owners of the parcels having legal access there from and their heirs, assigns or successors, unless and until such roads are improved to King County Road standards and are dedicated and accepted by King County for maintenance. 6. Health (KCC 13)-This projact is exempt from further King County Heath Department raviaw. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said Dislrict(s) that Iha Improvements have been bonded and/or installed, prior lo final recording of the short plat. 7. Building and Construction Standards (Title 16)-The applicant shall comply with all applicable provisions of KCC 16.82. 8. Fire Code (KCC 17) ,Section 902 of the 1997 Edition of Uniform Fire Code-The Fire Engineering approval is granted as proposed. 9. Density and Dimensio<1s IKCC 21A.12) -f.J1 lots shall meet the density and dimensions requirements of the R-8 zone classification or shall be as shown on tl10 face of the approved preliminary short subdivision, whichever is larger. Minor revisions to the short subdivision, which do not result in substantial changes and/or do nol create additional lots may be approved at the discretion of the Department of Development and Environmental Services. 10. The existing house on the site shall be removed prior to the final approval and recording. 11 Streel Trees (KCC 21A.16) • Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): A. Trees shall bu planted at a rate of one tree for every 40 feet of frontage along SE 192nd Street and the private lract where it can be accommodated. Spacing may be modified lo accommodate sight distance requirements for driveways and intersections. B. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King Couniy Road Standards, unless King County Department ofTransportation determines that trees should not be located in the street right-of-way. C. If King County determines that the required street trees should not be located within the righl-of-way, they shall be located no more than 20 feet from the street right-of-way line. D. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other worl<able organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. E. The species of trees shall be approved by ODES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary orstorm sewers, or that is not compatible with overhead utility lines. F. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior lo engineering plan approval. G. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 192nd Street is on a bus route. If itis a bus route, Iha street tree plan shall also be reviewed by Metro. H. The street trees must be Installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found lo be installed per the approved plan, a maintenance bond must be submitted or the ~rtormance bond replaced with a maintenance bond, and held for one year. After one year, Iha maintenance bond may be released after DOES has completed a second inspection and determined that the trees have been kept healthy and lhn~ng. 12. Road Mitigation Payment System -The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Code 14.75, by paying the required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: A. Pay the MPS fee at final short plat recording. If this option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of !he short plat that reads, 'PJI fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid.' Or B. Pay the MPS fee at the time of building permit issuance. If this option is chosen, the fee paid shall be the amountin effect as of the dale of the building permit application. other Considerations A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other ty~s of entitlements as necessitated by circumstances. B. The short subdivision shall conform to KCC 16.82 relating to grading on private property. C. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division BENCHMARK: KING COUNTY 8£NCIIMARK NO. 5809 F'OUNO CONCRETE M<JNUM£NT W/ TACK IN LEAD AT SOUTHEAST CORNER OF S£CnON J2, TOWNSHIP 23 NORTH, RANGE 5 £AST, W.M. ELEVATION = 514.98 U.S. FEET 2 X 4 SHAKES, ASPHALT SHINGLES, OR TILES DATUM: NORTH AMERICAN Vflff/CAL DATUM OF 1988 CONTOUR INTERVAL: 2.00 IJ.S. FEET LEG.!IL DESCRIPTIONS: TAX PARCEL NO. 322305-9038 LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE: SHORT PLAT RECORDED UNDER RECORDING NO. B3DJ080870, RECORDS OF KING COUNTY, WASHINGTON. SH.E.ET !NO.EX: 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN 3 £ROS/ON CONTROL PLAN 4 STORM ANO GRADING PLAN 5 ROAD IMPROVEMENTS/ STREET TREE: PLAN 6 DETAILS SL-I ILLUMINATION ANO PAVEMENT MARKING PLAN SL-2 ILLUMINATION DETAILS 1 OF 2 SL-J ILLUMINATION DETAILS 2 OF 2 TC-I TEMPORARY TRAFFIC CONTROL U.O TR££ RETENTION PLAN .A.BBR.EVIATIONS BLC C CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLE'AN OUT STORM DRAIN DOUBLE DETECTOR CHECK VALVE DUCTILE IRON DOWNSPOUT DRIVEWAY ELEVATION E'ASEMENT FOUNDATION DRAIN FIR£ DEPT. CONNECTION FINISH FLOOR FIRE HYDRANT FLANGE JOINT MH MJ OVHD PL R R/W s SQ FT S/W TC TP U.N.O. s w E N MANHOLE MECHANICAL JOINT OVERHEAD PROPERTY UN£ RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST £AST NORTH NORTHWEST • ., • 0 -I -:.. D DDCV DI OS D/W EL £5MT FD FOG ff FHY FL H/C IE HANDICAP INVERr ELEVATION LINEAR FEET LANDSCAPING NW SW NE SOUTHWEST NORTHEAST SOUTHE'AST SEE DETAJL LF L/S 5£ DETAIL 2'-J" 1/2" EXT. PL'rWOOO COVER GABLE ENDS WITH 1/2" EXT. PLYWOOD TRIANGLE -27"X16'X16" "--2 X 6 BOLTED "----4 X 4 X 8' 4" MAX. OVERHANG EACH SIDE e'-o" 4• X 4" wuOD POST LECEND: ~ ,..----,"'", . •., ..... '·.·~·.,,··· ~ .. ; .. , •. • 1 ==· .. , . . , ..... -~C~H~i,~"4-<:,JS\. ~...,..,,_., ;::~<·,.·,:~•:,'1,:'•,,'~,'.'•,,:f.,,':_,•1,I•','' , ,,.h • ·~ O.ESCRIPTION STORM SEWER SANITARY SEWER WATER AC PAVING CONC. SIDEWALK SPOT ELEVATIONS CONTOURS PARKING STORM CA TCHBASIN SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT UTILITY POL£ DECIDUOUS TR££ CONIFER TREE LIGHT POL£ GUY WIRE WATER METER BOLLARD SILT FENCE CLE'ARING LIMIT xx.xx r------ ---,50-- .EXIST/NC EX. STORM ---- EX. SEWER ---- xx.xx r------ ---50-- 0 IIIll SIDEWALK -VERTICAL CURB NOTES: •' . '• . ., ,, ~~CTION A-A 10 BOXES MAX. FACE OF CURB <(l VARIES 2' -0' 1 O' -0' .----="""---r1,-~-- • 0 I "' miMAJLBOX CLUSTER i ;11:)1 ):,:1 :11 );!] :11 :1:i:1 :11 ):!- VERTICAL CURB SIDEWALK VERTICAL CURB - 1. FOR THREE OR MORE MAILBOXES ON URBAN RESIDENTIAL ACCESS STREETS WHERE THE SPEED LIMIT IS 25 MPH. 2. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. 3. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION. 4. LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE REVIEWING AGENCY. 5. WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCK. 6. FOR MAILBOX CLUSTER LOCATION IN SHOULDER SECTION SEE DWG. NO. 5-011 7. SEE SEC. 5-04. 8. OPTIONAL NEWSPAPER BOX STRUCTURES ARE SUBJECT TO APPROVAL OF REVIEWING AGENCY. DTL 1 /1. MAILBOX ' NTS • 0 • I~ "' :> Vicinity Mop 11328 SE 192ND ST 98055 SO i 1 8 M O p s1rr so1L: A9s LU lfmi I SE 192ND ST Notice Required Controctors shall notify operators who maintain underground utilfty lines ln the orea of proposed excavation or blastlng at least two buaJness days, but not more than ten working days prior to commencement of excavation or demolition In occordonce with RCW Title 19. Names and telephone numbers of the operators of underground utility llnes In this project appear below. These numbers shall also be used to serve In an emergency cond!trons ae required. Phone N ~ SOOS CREEK WA T£R AND SEWER DISTRICT 253-630-9900 -------'------San It a r y Sewer SOOS CREEK WA T£R ANO SEWER DISTRICT Water District Gae Company PUGET SOUND ENERGY Power Company Call Before You Dig DIAL-A-DIG Notes 253-630-9900 888-321-7779 1-800-424-5555 1. The Developer ls required to notrfy the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and speclficolly request Inspection before beginning: A. Installing slltatlon and erosion control measures 8. Clearing and grubbing C. Earth work D. lnstallotlon of ony underground utility E. Before placlng subbase, base or paving surfaces F. lnstallatlon of any forms or placing any concrete 2. A permft must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction ls started on ony exlst!ng state route. 3. A Hydraulic Project Approvol (HPA) Permit muet be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Amount $ -------- Performance Bond Amount $ -------- I I .I I I I Site Plan Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval Is void If the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section I 3 1 2 I Township I 21 31 Range Io I 51 Tax Parcel Number 1312121310151 I 9 I o I 3 I 8 I Site Location ls within the drainage shed(s) Pro Rota Share Assessment(s) are: D Required D Not Required frorn the site due to development for Increased storm water runoff . Peak Runoff Assessment Rote($ ) per c.f.s. lncreoses.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. lncreaees.(2 year, 2 hour etorm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received Right-of-Way Use Permit Grading Bu ilding/$tructural Other _____________ _ Ernergency 911 Pol ice-Fire-Rescue RECOMMENDED FOR APPROVAL Date 0 ) Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES {8 King County, Washington Date James H. Sanders, P.E. Development Engineer ,9, {i " ... ... " " " .., C: C: Cl) 3: 3 2 0 0 f- lZJ D GURDEV SINGH Name 19100 104 TH PLACE SE, Address and Zip Code GURDEV SINGH Name 19100 104TH PLACE SE, Address and Zip Code -o ._ ._ CRAMER NORTHWEST INC. " 0 Q) ~ ~ -~ Name RENTON, RENTON, t'. r: CTI j Ji 15 t.5 945 N CENTRAL KENT, WA 98032 D 00 Address and Zip Code 425-271-6728 Phone WA 98055 D A Partnership 00 An Individual 425-271-6728 Phone WA 98055 00 A Corporation D A Partnership D An Individual 253-852-4880 Phone • 0 ... 0 0::: (/J c.o g • I.. Q) .0 E :, z >, -'> ·--(.) < (/} et:: 0 >-u.J > et:: ::) (/} • (/} e::: LJ.J L,,.J z (.!) z u.J a, 0 0 0 (/J tO 0 ....J .. I.. Q) .0 E ::, z -(.) .~ 0 I- 0.. 0 O'.) O'.) st I N If) a) '""' I') If) N ...., ~ L,.J ::c 1/) -Lu 0, "1 -:.::+ 0:0 "0 >-"' DJ ·: zo ;;: z <m a:: 0 C-, (/) I.. Q) .0 b E z :, -z C Q) Q) ::: Eu. a. >, o-al C > :, Q) 0 Cl (.) License/Seal Sheet 1 of 6 LOTA K.Cl.l..A. NO. 12U021 I 7 I I I I I I I I I I I I I I I I I I FOUND 112" REBAR WI NO CAP I 0.51' S. 4< 0.84' W. OF PROP. COR. I I 1 FOUND 1/2" REBAR WI NO CAP I 0,88' S. 4< 0.43' W. OF PROP. CDR. I I I I I I I I I I I I I I I I I Tl<ACT F I I I I I I I I I I I I I I I I I I I I I I I I I I / ~ ry I I I I LOT IS / / I I I I / / I / / / I 80.62' I LOT 2 5,659± SQ. FT. / I I I / / / / / I / I ------------- HORIZONTAL CONTROL PLAN FOR GURDEV SINGH LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 1 1 1 LOT 16 1 1 1 1 FOUND / It' REBAR WI NO CAP 1 rv I I 1 1 I I I I 1 LOT 11 0.35' N. 4< 0.44' W. OF PROP. COR. 1 1 588 '50 '36'£ 161.23' FOUND //2" REBAR W/ NO CAP 0.15' N. i. 0.47' W. OF PROP. COR. !fl ~ fu ~ i1i LOT 2 0 K.C.S.P. NO. ~2001 « 24,/60; 5a. FT. 80.62' LOT 3 5,659± SQ. FT. ' -----------------2 LOT 11, ~i----------fu S88 '50 '36'£ 65.14' I!.? r----------------1!!] CURVE TABLE: iii ?l ~ . LOT 1 4,709± SQ. FT. ~ lil i" "' :"r i1i ~ ~ 15.00' 15.00' S88 '50 :61: 30.00' P.A.T. 1,524± SQ. FT. ~ . ill \Ii fu ; i1i ~ SJ 588 '50 '36'£ 65.14' " LOT 4 4,72Qt SQ. FT. I ::; "' ~ "!:."' "' -"' -...;_ L,J (3 -"'" ~ kl ct:: l,,J./~=-== i:S ~ I'.') "-" LINE DELTA RADIUS ARC C1 89'J4'41' 25.00' 39.09' C2 90'25'19" 25.00' 39.45' ~s~ ,i 31 '20'30" <:,", (\ SITE BENCHMARK "A' ~ ~ ~ P'1<1=2fi.OO, ,-TOP CENTER BOLT ON F.H. In'" <.J \ Arc=13.68' EL.= 510.23 U.S. FEET ili il, t/l /,,L-----;E~ ;o~a;D~2~8;7--~ -9()-;'QO::~'-;il558ir·i:~~i1~~---:.~---=:::.------l:B20-~~~=';-;_52;';.",----.::::::::.-----3~9i:.:·4!1l0.:.· __ .Ju__ --~ .) I/ ~ flil(/=2500' Rad=2fi.OO' ~ 12' TO BE DEDICATED UPON \ --------REC~NO. 9201220877 --(. 2-_ ---"'--:_' ________ -i-' ________ Arc=:3927' ___ Arc•2fifiO'r. RECORDING OF THIS SHORT PLAT ~ \ ~ tH2E' DEDICATED TO KING COUN7Y UPON RECORDING OF FOUND CONCRETE MONUMENT W BRASS DISK IN CASE (S. 1/4 COR.) ~--t----- L ->1 ,, PLAT OF CHINQUAPIN RIDGE, VOL. 159, PGS. 56-62 12 DEDICATED TO KING COUN7Y UPON RECORDING OF 134.00' 9'/ ----------------------( THE PLAT OF CHINQUAP/N RIDGE, VOL. 159, PGS. 56-62 i SITE BENCHMARK "£1' RIM OF SEWER MANHOLE EL= 502.97 U.S. FEET / S..i'. f 92N£J S7'. NBB '50 '36 "W 2624 .84 ' (MEAS J : fu r. ~ ~ i ~~ ~ ! ~ ' . ' ' ~~ : : ,:. ____ _ ' 655.75' (CALC !J) FOUND CONCRETE MONUMENT W TACK IN LEAD IN CASE (S.E. S£ COR;} --+ ---~~3 --·· 5 4 f -------------------!CJ7Y OF RENTON! --;---------------------------------- jKING COUND'J ~ ----------1 f----------------l~~-~-:~:~:,---~::;.~~,:-:.~-,,-,,,~ ~~~-~-~~~-.:.,-----------------1 --------------------------------~-----_, ------ CALC'D CENTER OF SECTION GRAPHIC SCALE !'' =20' ~ .... . .. ++-F z: ~ 20 0 20 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50'36" WEST AS SHOWN ON THE PLAT OF CH/NQUAPIN RIDGE, RECORDED IN \/OWi.iE 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUN7Y, WASHINGTON. LEGAL DESCRIPTION: LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. BJOJ080870, RECORDS OF KING COUNTY, WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. VE.ltTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988, BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE: MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: Slff BENCHMARK 'A" TOP CENTER BOLT ON FIRE HYDRANT ELEVATION = 510.23 U.S. FEET. SITE BENCHMARK "a" RIM OF Sf.WER MANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: Q FOUND REBAR W/ NO CAP AS DESCRIBED @ SANITARY SEWER MANHOLE .. FIRE HYDRANT NB9 '29 'J3 "E 2663 .03' ' ALUMINUM CAP W PUNCH -32 33 ON. 1.5' /PER PLAT OF CHINQUAPIN RIDGE, + VOL. 159 PGS. 56-62 SUBDIVISION HELD PER THE PLAT OF CHINQUAP/N RIDGE, VOL 159 PGS. 56-62 RECORDS OF KING COUNTY. WASHINGTON. I I FOUND CASED CONC. MON. FOUND CASED CONC. MON. W/ BRASS TACK I VISITE:D ON 8-4-04 C W/ BRASS TACK VISITED ON 8-4-04 ~2--+---- 5 ---_ S_:!. 192N.D ~ _ --- I -----~33 ----;c;' ,f N88'50'36'W 2624.84'(1,£ASJ 2624.82' (PLAT) p,,;;;:().Ji;CT NAME: $,IN(J.J..! SP c::;:fATf.O: Mon Ai.19 16 08:50:00 2004 PR£V, PI_OT: Th1,1 Jun 14 15:J6:JO 200 PLOTTED: Fri., Aug. 2Z, 2008, 14:49:4·9 ~ ~ ~ ~ t..) ~ ~ ~ ~ • ~ (I) (I) C: ·-0) i: L.,.J • ~ • e,.; :,,t' fll ~~ liq IQ r,j~ ~~ ~~i~ ~ r..., ;ti~ ~QE,.i~ b,. :,,t' ~ ~ 11.1 ~ §r,q~~ t.') l%i !:!:I ~ ~~~8 r:... E-i ~ ~ ~~~ ~~ ~Cl') ~~ ~ e::: t;,) ~ ~ w N s HOUSE (SCAI..£()) LOT A K.C.LLA. NO. 12B!i027 CLEARING LIMITS, TYP E HOUSE I TRACT F LOT 15 LOT 2 5,659± SQ. FT. 18" APRICOT r------, I I I GARAGE \ I F.F.= 512.4± I (TO BE REMOVED) I I I LOT 16 LOT J 5,6591 SQ. FT. HOUSE (SCALED) ;-~,~ /,--------,, \ / ' I / \. V ---\ I "'( "/... .... ' ' \ TREE PROTECTION FENCE 9' RADIUS MIN. \ SEE SHEET L1 F~~\ MORE INFORMATION ':". I GRAVEL \ // ' \ I h I LOT 2 ', \ I / ~ K.C.S.P. NO. 4/!2007 \ \ \. f \ 24,160± SQ. FT. \ \{_08£R£M0V£D( ------, \ LOT 1 4,709± SQ. FT. 0 -~ /~1,' I -\ I II 11 \,i1:~ I II \ I I~-~ \ I I 'I',-JO UEIINWI I ~ ~'S I I ! r!.,( R PSE I I I I I ~1 \ I i-\ II : I 1 ·1 1 I I I I _..J I I I I I L -<..::::_ _r I I ) S;< 1,cl '1 ~~ ~ " ~~I I I /, FT. / ~ ili I I I 18" APPL£ (To BE REMOVW) ~ 1 ~ I \ I I INLET PROTECTION { I 1§ -~ ~ , I I EROSION G'ONTROL PLAN FOR GURDEV S;INGH SHORT PLAT LOCATED IN THE S.E'. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUN'J'Y, WASHINGTON LOT 4 4,720± SQ. FT. LOT 17 SHED HOUSE (SCALED) LOT 18 HOUSt" JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD -~~ STRENGTH FABRIC USED 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED FILTER FABRIC-----110- ......________ MINIMUM 4"x4" TRENCH _// BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5'/' WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT DTL NTS EX. CB'S #7. RIM=507.45 S IE=504.91 (12' ADS) E IE=504.96 (12' RCP} NE IE=505.37 (6' PVC) #8, RIM=5D7.80, (SOLID LID) (ASSURE LOCKED STA'fUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) #9, RIM=500.40 E IE=497,06 (12' ADS) W IE=497.06 (12" ADS) 3/3. • SILT FENCE NOTE: A DEMOLISHING PERMIT IS REQUIRED TO DEMOLISH THE EXISTING HOUSE ON-SITE. GENERAL NOTES 1. All construction shall be In accordance with the King County Code (KCC), King County Rood Standards (KCRS), King County Surfoce Water Design Monuol (KCSWDM) ond the conditions of preliminary subdivision opprovol. It shell be the sole responsibility of the applicant and the professional civil engineer to corr91:t any error, omission, or variation from the above requirements found In these plans. All corrections shall be at nu additional cost or liability to King County. 2. The design elements within these plans have been reviewed according to tho King County Department of Development and Environmental Services (DOES) Engineering Review checklist. Somo elements may hove been overlooked or missed by the DOES pion reviewer. Any varlonce from adopted standards is not allowed unless specifically approved by King County prior lo construction. 3. Approval of this rood, grading, and drainage pion does not constitute on approval of any other construction (e.g., domestic water conveyance, sewer conveyance, gos, electrical, etc.). 4. Before any construction or development activity, a preconslrucllon meeting must be held between the DOES Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. 5. A copy of these approved plans must be on the job site whenever construction is In progress. 6. Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this Is 7a.m. to 10 p.m. on weekdays and 9 o.m. to 10 p.m. on weekends. 7. It shall be the Applicant's/Contractor's responsibility to obtain all construction easements necessary before initiating off-site work within the rood right-of-way. 8. Franchised utilities or other lnstollotlons thot ore not shown on these approved plans shall not be constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 Is submitted to lhe DOES Land Use Inspection Section three days prior to construction. 9. Datum shall be NAVO 1988 unless otherwise approved by DOES. 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but nol underneath the roadway section. All groundwater systems must be constructed in accordance with Section Bl 3.02 of the APWA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrode shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open culling of existing roadways is not allowed unless specifically approved by DOES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03(8)3. 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions tr1 protect the life, health, and safety of lhe public, and to protect property In connection with the performance of work covered by tho contractor. Any work within tho traveled right-of-way that may interrupt normal traffic flow shall require at least one flogger for each lone of traffic affected. Section 1-07.23, "Traffic Control,' of the WSDOT Standard Specifications shall apply In Its entirety. EROSION AND SEDIMENT CONTROL NOTES 1. Approval of this erosion and sediment control (ESC) pion does not constitute on approval of permanent rood or drainage design ( e.g., size and location of roads, pipes, reslrictors, channels, retention facilities, utilities, etc.). 2. The implementation o'f these ESC plans and lhe construction, maintenance, replacement, and upgrading of these ESC facilities Is the responsibility of the opplicont/ESC supervisor until all construction is approved. 3. Tho boundaries of the clearing limits shown on this pion shall be clearly flogged by a continuous length of survey tape ( or fencing, If required) prior lo construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the opplicont/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior to or in conjmction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties Is minimized. 5. The ESC fac'lities shown on this pion ore the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and slit fences, etc.). 6. The ESC facilities shall be Inspected doily by the oppliconl/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (Moy 1 to Sept. 30). 7, Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (a.g., ,eeding, mulching, plastic covering, etc.}. 8. Any area needing ESC measures not requiring Immediate attention shall be addressed within fifteen (15) days. DTL 1/3 r ... -_-"'a"'o,---:R=Ec:\"sNO?i'. ~~22"'00""11~~.+~J:.,-,-~ I -,\ -~1~ --rslo ~. ROGKEf/'r' rl~I I \~ REC. NO. 9201220877 " i:----=--=-~~~~R~~~=::::'-======~;;::=----=--:::.--=J-t1 -1\ --.,)-z:t =~"~~Ll~~~[Xi. ~CO:;;;NC.~--~:-------2 CURB cur sos I I -.::: URB ,,----' 9. The ESC facilities on inactive sites shall be Inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within o catch basin. All catch basins and conve)llnce lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. FOR CHINQUAPIN RIDGE PLAT SHOWS 12' DEDICATION TO KING COUNTY 279' SILTFENCE DTL 3/3 ----- I -J_ _ ---EX. WATER' --- I #8 NLET PROTECTION DTL 1/3 (NOTE, SAME NUMBER lo ALSO SHOWN WEST OF SITE) CONSTRUC ON ENTRANCE DTL 2/3 S.S. fllJ!N.D S1'. -----/. PROVIDE EXISTING CB WITH SOLID LOCKING LID ASPHALT [DC[ SITE BENCHMARK 'B' RIM OF SEWER MANHOLE EL.=502.97 U.S. FEET - NB8'50'J6'W 824.84' (MEAS.) --------- SSMH '{, RIM=502.97 ? ,-------, 8' Pvc E.-w. I c1TY OF RENTON I CTR. CHANNEL=489.72 -· -----· !KING COUNTY I ~ EXISTING SOUTHERN EDGE OF RIGHT OF WAY EROSION CONTROL PLAN 1" =20' / CATCH BASIN ~ GRATE 11 •••••••••••••• i I i OVERFLOW SOLi D -.J--' WALLS = POROUS BOTTOM / NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0,5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. DTL 1 /3, INLET PROTECTION ' NTS 87' SILT FENCE DTL 3/3 _,..._ __ -r- -S89'04'1J"E 295. 77' --- \_ "'a '\ ASPHALT EDGE CllY OF RENTON / KING COUNlY BORDER UNE 30' SOUTH OF RIGHT OF WAY CENTER UNE 655. 75' --------EX. SEWER ------------------- SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 e!J I I I 4-6" 50' Length may be modified by ODES inspector as site conditions warrant. !1' DTL 2/3, CONSTRUCTION ENTRANCE ' NTS -t- 2,200 SF MAX ALLOWED IMPERVIOUS SURF ACE FOR EACH LOT RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre-construction meeting. 2. Flog or fence clearing limits. 11. Stabilized construction entrances and roads shall be Installed at the beginning of construction and molnloined for the duration of lhe project. Additional measures, such as wash pods, may be required to ensure that all paved areas ore kept clean for lhe duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility Is to function ultlmalely as on infiltration system, the temporary focility must be graded so that the bottom and sides ore at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, It shall be applied at o minimum thickness of 2 to 3 Inches. 14. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones con be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch mop of those areas to be seeded and those areas to remain uncovered shall be submitted to the ODES inspector. The DOES inspector can require seeding of additional areas in order to protect surface waters, odjocent properties, or drainage facilities. TEMPORARY EROSION CONTROL SEED MIX % Weight % Purity % Germination Chewings or red fescue 40 98 90 Festuca rubra. va.r. commutata. or Festuca ru~a Annual or perennial rye Loi-Lum multlflor1.1,m or lolium perenne 40 98 90 Redtop or colonial bentgrass Agrostis alba or Agrostis tonuis 10 92 85 White dutch clover 10 Tri/oliu.m repens 98 90 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. Grode and install construction entronce(s). 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Grode and stabilize construction roods. 7. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control measures In accordance with King County standards and monufoclurer's recommendations. 9. Relocate surface waler contrrns and erosion control measures or install new measures so that as site conditions change the erosion and sediment control Is always In accordance with the King County Erosion and Sediment Control Standards. 1 O. Cover all areas that will be unworked for more than seven days during lhe dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 11. Stabilize all areas that reach final grade within seven days. 12. Seed or sod any areas to remain unworked for more than 30 days. 13. Upon completion of lhe project, all disturbed areas must be stabilized and best management practices removed if appropriate. D.E.S. Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: .f. CJ-,v~~'e~i Completion a e Completion Date Approval Date . ~ ~ ..... • t/J ~~ ..... i:.j ~ i:.i l(,) ~ t,j ts ~ Q;~~~ .... ~, .... c3 ~ ~ ~~~~ ~ !ti ~ Cl, :t:{~ ~ ~ ~ ..... <>J ~ ~ i:.i C\l Co) ::.. Ct:i ~ ~ ~ ~~~8 i:::ie,..;~~ ~ ~~o~ ~ i-.; .... 0 ~ ~ C\l. ~ ~in ~~ 0~ ...:i E-i c..i ~ [:; • I;; L,J :c VI I I ~ N w E s " NOTE: ELEVATIONS ARE GlvEN FOR THE CONDITON THAT NO ROLLED CURB IS PRESENT. SINCE THERE IS A CURB, THE TOP Of THE CURS WOULD BE .50' HIGHER HOUSE: I LOT 15 t LOT 2 -r 5,659± SQ. FT. I/ HOUSE (SCALED) STORM & GRADING PLAN FOR GURDEV SINGJJ SHORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON LOT 17 HOUSE (SCALED) 2 # W1 W2 W3 ROCK WALL INFORMATION TABLE LOCATION WALL EL. (FT) STATION & OFFSET TOP BOTTOM STA 9+80 35' LT 502.5 500 STA 10+00, 35 LT 504.9 502.4 STA 10+00, 44 LT 506.25 506 W.M., O.D. end cap or plug clean out wye from pipe 4" or 6" perforated pipe laid flat/level flow to second di~f ersal trench 1 necessary t 25' Tl 10' DOWNSPOUT DISPERSION DTL 1/4 TYP notched grade board 2" x 2" notches 18" o.c. l type I CB w/solid cover (locking) type I CB w/solid cover ..,._ HOUSE: (SCALED) LOT A K.C.LL.A. NO. 1285027 NEW ROCK WALL DTL 6/6 TRACT F "' 0 U) TYP. TYP. T2lr'l--•L \~ \ ~ c; I I LOT 1 T4 4,709± SQ. FT. 25' rYP. T5 El.=506.~ ;''~i II T6 LOT J I 5,659± SQ. FT. T9 \ 25' TYP. LOT 2 K.C.S.P. NO. >/82007 24,160± SQ. FT. STA=Ot87.19 EL=507.24 T10 (EDGE OF 512--f--J,£-.8.,ASPHALT) " NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) I -J_ 1n 1n T 25' T12 25' 510'""Ji---7'-----i~---\;;:;,...~~li!I---. 1r-+-s108-l-,L--L TYP. T11 LOT 4 4,720± SQ. FT. CURB FLOW LINE W3 / .. .......... ' . . ' ' . . ' ' " . . . .... r .... '.k .. so .. '. .............. ··.···.+· ... · .. ··.·.·.· ... S:, .. ' ... · , ...... __ 1 ' \ SHED LOT 18 HOUSE EX. CB'S #7, RIM=507.45 S IE=504.91 (12" ADS) E IE=504.96 (12' RCP) NE IE=505.37 (6' PVC) #8. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12" ADS) #9, RIM=500.40 E IE=497.06 (12" ADS) W IE=497.06 (12' ADS) : ." :: ·" .. '.' .". ' ." ." .. .' .... ..,:ss·. ~~~l~::--===~;:::::_j •......... .'.'. --· -,5a " 0 5/0 508 ~I EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1993 KING COUNTY ROAD STANDARDS - -~- ASPHALT. EOG[ ---- STA=9 93.67, 27.88' LT EL=501.50 (FL) .4 .. 4. " . .i,, · .... ,q,. 4 " 0 4 ·, · · . . . ·. . ~ : .. . ..-'."""" ;-:;-.-...:. ........ ·~ ... .••.. ' ~· • . 4 R£C. NO. 9201220877 ~ [X. CONG . • -----#.~50 ,, c _:_ _ · 17 SJ 11+56.34, 27.88' LT I U:.s@i.r ---------V_EL=507,38 (FL) _ _L I #8 FOR CHINQUAPIN RIDGE PLAr SHOWS 12' DEDICATION TO KING COUN1Y (NOTE, SAME NUMBER IS ALSO SHOWN WEST OF SITE) ------ STA 1 o+oo S.JI'. 19. 'lJ ST. WITH SOLID LOCKING LID ----EX. WATEif --------~...J PROVIDE EXISTING CB --....... / ----STA 11+00 RIM sg: ::iRH:fH~~; _ N88'50'J6"W 624.B4'!..ME:AS.) ---+-(.,-:P._'.Rl._W, .... 'q.!P,1/, AR!'IR/"1,--_ STA 12+~_ ---65~s· ___ -_ ---t --- EL.=502.97 U.S. FEET --.. STA 0+00 NSITE ACCESS)= T/,1.f!'\/lO'lf ro NOR!'H) --S89'04'1J"E: 295.77' ------EX j_EWEfL STA 10+72.94 (SE 192ND ST) "' \ , " g ~. '5a SITE BENCHMARK A a> ASPHALT EDGE TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET 'bo SSMH 'b RIM=502.97 "' SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 " 0 L() • A D :I-------" influent pipe (max design flow ~ 0.5 CFS per trench) clean out wye from pipe PLAN galvanized bolts 2" X 12" pressure treated grade board 4" x 4' support post • C " ·-(!) E filter fabric NTS min 0 0 Co 0 0 G '1 *15% max for flow control/water quality treatment in rural areas. pipe 1'-0 min (', 0 0 0 '1 0 0 0 0 0 '1 . O.D. 4" or 6" perforated pipe laid flat clean ( <5% fin es) 11/2 -3/4 washed SECTION A-A NTS rock flow to other branching CB's as necessary 18" o.c. I --....::::~~ i-..-2" T 2" grade board notches 2" NOTES: 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. 8' PVC E.-W. ICJTY OF RENTON/ CTR. CHANNEL=489.72 '-------'· 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT DTL 2/4. TRENCH WITH NOTCHED BOARD ALL NEW HOMES SHALL ROUTE ROOF RUNOFF THROUGH DTL 1 /4. ---------- slope --small catch basin or yard drain _j :;----------: 25-Foot vegetated:: _ Flowpath Segment :: .... ---------- goo sq. n. Simple 10-foot trench Type I CB -----------::::;--------->700 sq. ft. -::: ::: ::: ::: ::: ::: ::: ::: ::: ::: -----------:::::----------------------:: 25-Foot vegetated:: :: Flowpath Segment :: ==~--------- .... -------------------------------- ;:' _________ --------------------~---------- Maximum 50-faot trench w/notch board ( see Fl ure C.2.1.D g ' p . C-33 ) PLAN VIEW OF ROOF NTS 1 /4. DOWNSPOUT DISPERS'ION DTL ' NTS' !KING COUNTY) ~ EXISTING SOUTHERN EDGE OF RIGHT OF WAY STORM & 1" =20 1 BMP NOTES: CfTY OF RENTON / KING COUNTY BORDER LINE 30' SOUTH OF RIGHT OF WAY CENTER LINE GRADING PLAN A. THE FINAL SHORT PLAT SHALL INCLUDE THE RECORDING OF APPLICABLE DOCUMENTS FOR IMPLEMENTATION OF STORM WATER BMP'S AS DESCRIBED IN APPENDIX C OF THE KING COUNTY DRAINAGE MANUAL FOR REDUCED IMPERVIOUS SURFACE, PAGE C-71/74 AND BASIC DISPERSION, PAGE C48-52. A DECLARATION OF COvENANT AND GRANT OF EASEMENT WITH THE REQUIRED TEXT OF INSTRUCTIONS SHALL BE RECORDED TO ADDRESS THE PROPOSED LIMITS FOR IMPERVIOUS SURFACE l\1THIN EACH LOT AS SHOWN ON THE ENGINEERING PLANS. 8. THE FOLLOl\1NG NOTE SHALL BE SHOWN ON THE FINAL RECORDED SHORT PLAT: 'SINGLE FAMILY RESIDENCES ANO OTHER IMPROYEMENTS CONSTRUCTED ON THE LOTS CREA TED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANTS AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPUANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMIHED FOR DRAINAGE REVIEW l'IHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT." " NTS I 12' TRENCHES PER DTL 2/4 I DISPERSION TRENCH LENGTHS TRENCH LENGTH (FT) TYPE CBt 1 CB2 1 Tl 10 T2 10 T3 12 T4 10 T5 10 T6 12 T7 10 TB 10 T9 12 T10 10 T11 10 T12 12 NOTE: DISPERSAL TRENCHES ARE TO BE INSTALLED UNDER THE INDIVIDUAL BUILDING PERMITS. CB SCHEDULE RIM INVERT COMMENTS 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE 501.63 498.03 STA 9+94.67 (23.35' LT), WITH LOCKING SOLID LID PIPE SCHEDULE PIPE TYPE LENGTH SLOPE CB1 TO CB2 12' CONC 4' 4.50% DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to DDES prior to the preconstruction meeting (KCC 9.04.100.D). 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-02.3(1). This shall Include leveling and compacting the trench bottom, the top of the foundation material and any required pipe bedding to o uniform grade so that the entire pipe is supported by a uniformly dense un~elding base. 3. Steel pipe shall be galvanized and have asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids (KCRS 7.05). 5. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019, or 2-020, and shall include tile stomping 'OUTFALL TO STREAM, DUMP NO POLLUTANTS' and 'Property of King County' (KCRS 7.05). 6. All driveway culverts located within King County right-of-way shall be of sufficient length to provide a minimum 3: 1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall hove beveled end sections to match the side slope (KCRS 7.03(L), Drewing No. 2-001). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot, ond must meet the following specifications: 4" -8' /40-70 % passing; 2' -4" rock/30-40 % passing; and 2' minus rock/10-20 % passing. lnstallotian shall be in accordance with KCRS 7.02(8), Drawing No. 2-024 . 8. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so os to service all future roof downspouts and footing drains, drlvewa,s, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwater conveyance s,stem or to an approved outfall location. b) Outlets on each lot shall be located with a five-foot-high, 2' x 4' stake marked 'storm' or 'drain'. The stub-out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdrain specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage s,stems designed to convey flows through individual lots. e) The Applicant/Contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to utilities (e.g., power, gas, telephone, television, etc.). f) All individual stub-outs shall be privately owned and maintained by the lot homeowner. .E.S. 4;~?+-~~:=....,.J·~~·C Cf-1P-FJ' ng,neer Completion Date Senior Engineer JAMES R. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Approval Date ~ ~ ~ ~ i &d ~ ~ ('/) • • ~ ~ h" ' t/J ~:'11 ""~ r..:i ~ ~ Vl ts R.;~~~ h ~ ..:. A:; ~ ~~~-~ 'A:; (/j ;c:~~ ~ ~ ,-. ~ C'? >-,' ri3 r..:i t\l h :,.rt)~~ ~~il:jo ~ (/j ',) §e-;~~ ~~o~ A:; '"-j E-, Oq • ~ £:<1 t\l e-; C'? (3~ 0~ '"4 e-; ',) ~ ~ Zc II') 0 -t " (I) .S! ...... 0 IX) ~ I N II') ~ I') II') ~ 520 510 500 490 480 N s HOUSE (SCALED) LOT A K.C.L.l.A. NO. 1285027 NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT " --,--------lo,. "1 0 CO '° 0 co <no '0 0 "' HOUSE I "' 0 "' TRACT F LDT 15 \ \ U' 0 I r HOUSE (SCALED) r I 0' I ? ,., I I ROAD IMPROVEMENTS/ STREET TREE PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1 / 4, OF THE S.E. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LDT 16 LOT 3 J 5,659± SQ. FT. LOT 2 K.C.S.P. NO. 482007 24, 160± SQ. FT. HOUSE (SCALED) NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) LOT 17 SHED HOUSE (SCALED) 2 ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE OR THE FACE OF THE CURB ACCORDING TO THE 1993 KCRS REQUIREMENTS. LDT 18 EX. CB'S (I. RIM=507.45 S IE=504.91 (12" ADS) E IE=504.96 (12' RCP) FIRE HYDRANT OR UTILITY POLE LUMINAIRE -~ NOTE 1.-~-~ 15' MIN. SIDEWALK NEXT TO VERTICAL CURB 50' MIN. l;c PLANTING STRIP·, i ~r--~ 50' MIN. Cl I 10' MIN. I SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTIOM OF RAMP LOT I t 4,709± SO. FT. ' ~ ~ ~ STA=0+87.19 ROLLED CURB DTL 7/6 #8. I HOUSE NE IE=505.37 (6' PVC) RIM=507.80, (SOLID LID) NOTES: VERTICAL CURB LINE AT INTERSECTION NEW ROCK WALL DTL 6/6 TAPER, 10:1 CURB DTL 5/6 . <2' > · .. '' .. .·.·.·.· 2% > > I < • >• ~ ffezi4'strr {/. -ij>( I.;, \ ~ P.A. T. SECTION DTL 4/6 (PRIVATE) LOT 4 4,72M SQ FT. ( PROPERTY COHNER STA 11+52.84, 42' LT 6 1/2' SIDEWALK, DTL 1/6 CONTINUE TO '.ND MATCH EXISTING SIDEWALK #9. (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1993 KING COUNTY ROAD STANDARDS 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED !N A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO ~ -A I -~ ~J = <\ ............... . ~ --+---,,-L--l-,,.L-----2 SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. REC. NO. 9201220877 ~ '4 " ... EX. CONG. ' . DTL 1 /5. STREET TREE STANDARDS FOR CHINQUAPIN RIDGE PLAT SHOWS 12' DEDICATION TO KING COUNTY (NOTE, SAME NUMBER IS ALSO SHOWN WEST OF SITE) n.s@,;r-----...... -------- FRONTAGE IMPROVEMENTS --7------- --~ DTL 3/6 ___ s_TA_= 93.67, 27.88' LT STA 10+00 s.z. 192ND sr. '---+-1----STA 11+00 SITE BENCHMARK 'B" _ N88'50'J6"W~624.84'!_ME:AS.) _ -+-r-(.,-'P._'.Rl._'M+-~'P.AL-.AR.+-1:-:4:-'Rl,U,-- RIM OF SEWER MANHOLE . , - FEET STA o+oo ( NSITE ACCESS)= ff/-111 DO'lf 1'0 NOR1'..V') -SB9'04'1J'E295.77' -----EL.=502.97 U.S. ,,. a. \ STA 12+00 555.75· -t ----------EX. SEWER ______________ --- ASPHALT EDGE STA 10+72.94 (SE 192ND ST) '1,, ,-N-O-TE-:---,,-PR,,_O-V-cc:ID:-cEc-::FUc-::L"'."L---,:-:Wl:::D=TH=,::::;O,::F,:C1;ii",::;M~l~N::::, =,\ 0 ·------\----'\::~SSSSMMHH---~~'b~----;,,~oi ___ ___::,, ____ -/-------,s~o&~A~SP~HA1cI_lT~£0'0:Gf_ 'b RIM=502.97 ,,. ,-----~ SITE BENCHMARK 'A' TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM=512.54 8" PVC E.-W. CTR CHANNEL=498.14 NTS PAVEMENT OVERLAY IN SE 192ND ST ,., a'P'/CE.-w. 1c1TYOFRENTONI STREETTREEs(4 ToTAL) ACROSS THE ENTIRE PROPERTY FRONT AGE )1 __________ ...::.CT:::,R·_:C:.::HAN:.::.N::.:EL:.._=_48:.::9~·7.::..2 .:::-=======-+-,------~A~MU~R~MA~PFLEj(O:!!:R.!_AS~AP~PR~OV~EDl_!B~Y _9!0N~Sl~TE~IN~SP~EC~TO~R)~ __ J;( ' 3 CALIPER 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT 9+00 I KING COUNTY I ~ EXISTING SOUTHERN EDGE OF RIGHT OF WAY DTL 1/5 CITY OF RENTON / KING COUNTY BORDER LINE 30' SOUTH OF RIGHT OF WAY CENTER LINE ROAD IMPROVEMENTS/ STREET TREE PLAN ' 1" =20' ----- r EXISTIN< I POSSIBLE FUTUI E I @ NEW FLOW LINE ' STA 9+93.67 . EL -501.50 WEST PL -..:.-·---~ L ------... -;-- STA 9+87.67 EL=50L20 WEST END OF. SJDEWALK. TRN-1 HON 10+00 FLOW LINE PROJ?ILE 1 " = 2 0' H, 1 " = 1 0' V GRADE LOW LINE ~ NEW GRADE @ NEW FLOW l E NORTH .SID OF. SE 192ND ;r ' ---~ -~--:-:-:---,....,.___ '--' ----- STA 10+72.94 EL=504,90 CL OF ONSITE 1 CCESS 11+00 540 530 STA 11+56.34 EL=507.38 EAST END OF IMPROVEMENTS ~ EXISTING FLOW I LINE 510 STA 11+52.84 EL=507,30 500 EAST Pl 490 12+00 ... " ........... JXISTING GRAPE .. . ........... @. OAD CENTERUNE , .... . ... .PRO! ~SEO GRAPE . . .... . . . . . . . ·~ .. 4.l ROA[ .c.ENTERUNE ~ ...... . ::;; \ .. d. ···1';· ... ~ .... ; .... ] ;· ••y 00 •O C?~ IX!~ ... 3~. 0 ~-.. ..~ ~ .. ··.a ~ · ro ~.. .. .. · ·o ~ .. · \ 1 .... d L() "' .. -~ I,('.),. . g LO. -~ u,.. I ~ .... ~ •. .. .... 6 .I! -...... -6 .If -"~ ! .. ! !· · .. --· --· i ! · · · · · 1---·. ·_· ·_·. ·_· ~_,· . f-~-·. ·_·_·. ·_· ~-'>~.._J·. _·. _·tn..,,~s:--· t;,-t· _ti3·-t· _·. ·_· ·-==·. ·,.,.· ._ .. ·~·~"'fti3-'f~C.-· _·. _·. -I-. -_-_--1-· -1-c-,-'i<'Cll-"/'-.-+ ... _-_=_· _·_· -1-\ '""""'""' ----- STA 0+27.88 · · · · FLOW. LINE. ELEV =s 504.90 . "'··· 'I,-·...,.----\ n<r1• · ··· x-$<,. -Ai ...... B%-6.i( ~ . . ............... 3 · ..-.... .... g ~--. m. --· c-.J~ 0 ~ r---. . < . ·::,·. ELEV = 505. i!:; II iE u ........... PVC .0+42.00 r:rTE~0irnrc TION) ~I§ · · · ~ ~ 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,-... "' i:!: . . . " ... ' . TOP Of J~~a Cl D /1'1 c~ {LEY = :)Ot~B (NEXT .5' UPSTI noN SHOWN FLA ) .... . ,,,,,,,,, .. , ............... , .. , .. ,,, ~II~ ... ·1········ 36.rio;·<_c···· ····1······· ... ~ ; > ... . K;,;5,3 .. .. . ... .. to, ~g 1 • 0+00 ACCESS ROAD (P.A.T.) PROFILE 1"=20' H, 1"=10' V 1+00 Senior Engineer JAMES R. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: 9-1p--PJ> Completion Dote Completion Date Approval Date ~ ~ ~ ~ e-.. ~ ~ ~ ~ E,... ~ ~ ~ 0 ~ ~ ~ a ~ • • ~ ~ .... · • V'.l ~="I .... ~ • lQ .... r..i ~r,j~ ll;F><~~ .... ~ .... ~ s!l ~~~-~ '1:1:; lij ~~~~ ~ .... "'~ ~ r.i C\1 :,.. ti)~~ ~~~8 :::i .... ~ I:.!> s!l~o~ ~ "-i .... 0~ ' k, ~ C\1 .... cYj 23 ~ 0~ ...:ie..; (.) ~ ~ L() ti L.J ::t: V) PLANTING STRIP DUMMY JOINT --~;,.. 1 / 4" ''V" GROOVE EXPANSION JOINT DUMMY JOINT @ MAX. 15' C-C EXPANSION JOINT ALONG CURB 1 / 4" ''V" GROOVE @ MAX. 5' C-C DUMMY JOINT B VERTICAL CURB & SIDEWALK EXPANSION JOINT SECTION B-B NOTE: 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. DTL 1 /6. CURB & SIDEWALK JOINTS • NTS 4" CEMENT CONCRETE SIDEWALK AND RAMP " . ' NOTES: SECTION A-A 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 2, SEE SECS. 2.02 ANO 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4, SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATIERN. (SEE FIG. 3-007.) DTL 2/6, SIDEWALK TRANSITION NTS B DETAILS FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHilvGTON 30'ROW 12' DEDICATION 27.88' 7' 7.12' w ~----------------+-----'-----l------''-=-----l5 REMOVE SHOULDER & ) REPLACE W/NEW PAVEMENT SECTION -+-t-'-1'~SA=W~C~UT~ 1---_g;&/@ljjifil. __ _'.__j @FOG LINE WIDTH VARIES i a:l "- 2% 1' MIN. SIDEWALK, DTL 1/6 1' PAVEMENT OVERLAY '---CONC. VERTICAL CURB & GUTTER, DTL 5/6 4.5" ASPHALT CONCRETE, CLASS B ~---4" ASPHALT TREATED BASE c___ ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 NOTE: SLOPES OF 2 TO 1 ARE ALLOWED \\HEN IT IS NECESSARY TO AVOID GRADING ON NEIGHBORING PROPERTY. PROVlDE 1' MIN. PAVEMENT OVERLAY OVER ENTIRE ROAD 1'11DTH FOR THE LENGTH OF THE FRONTAGE IMPROVEMENTS DTL 3/6, FRONTAGE IMPROVEMfl)NTS " w z ::J I-u ""' g, I- V, ~ NTS 4'--oH f- i':5 ~ < "- "-0 ~ 63 CURB, DTL 5/6 ~., o;\ 2' COMPACTED DEPTH CLASS B ----' ASPHALT CONCRETE 1 1/2' MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1 /2' MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 3o'-o' 22'-0' -O.OZ FT./FT, DTL 4/6. P.A. T. SECTION " NTS EXPANSION JOINT 6' •., 1'-6" * NOTE: TOP OF UP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTIER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTIER TO MATCH POSITIVE SUPERELEVATION. CEMENT CONCRETE SIDEWALK 3. FOR INTEGRAL POUR CONSTRUCTION, 1 / 4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. NTS 5/6. " CURB DETAIL DTL 4'-0" f- i':5 w ~ z ::J ~ f-"'' ;1 u < g, ~I f- V, < w I o;\ ~., I --·---- CHAIN LINK FENCE 4 z :§ "' 12" MIN. THICKNESS OF 2"-4' QUARRY SPALLS 4"' .: . o1;1• . . " ' 4 4" ~· ' . PERFORATED~~" PIPE 6' MIN. FILTER FABRIC _ ___,, NOTES: 1. SEE SEC. 5.01. 2. WSDOT/APWA 9-03.12[4] 4 1-6" PAY LIMITS EXCAVATION ONLY 6 SIDEWALK 3 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 1 O' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER. DTL 6/6, ROCK FACING, CUT SECTION NTS DTL NTS CURB 12" 21-011 EXPANSION JOINT C OPTIONAL FOR INTEGRAL POUR CEMENT CONCRETE ROLLED CURB 7 /6. ROLLED CURB DETAIL flt>{G COUtj_T{ 9.,j).~_ S. LA~~ .fl,i:. Re¥w Engineer ' Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: 9 -JP-17!? Completion Date Completion Date Approval Dote ("/) ~ ~ ~ q • • ~ ~ e,.;' '1%1 ~~ ..... Pa::i 'lQ E-, i:.. ~ v:i ts ~~~~ E-, ~ ... i:t; ~ ~ ... ~-~ (/J O E-i J~ (/J !:t:~~ ~ ~ ..... Cry g ri3 r..i (\I ~ v:i ~ t::i ~~~8 t::i E-i ~ I;.) l;,.)~o~ i:t; ...; E-, 0~ . "<, ~ (\I E-i Cry ~~ oO ...:i E:: C,) ~ [3 0 IX) ~ I N I() ~ t,') I() ~