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HomeMy WebLinkAbout00D1596DECISION: MINES 7) Mitigation required pursuant to this project r west to comopiollool prior to final approval. If this is not possible, due to seasonal The preliminary plat of SUNSET MEADOWS as revised and received on October 22, 1998, is APPROVED, subject to the followili conditions of roquirom nts or other circumstances beyond the applicant's control the applicant may post a performance bond that guarantees ®o plot approval: required mitigation measures will be completed within one-year of plot construction. coinal ` ♦ 1. Compliance with all platting provisions of Title 19 of the Kiag County Code. 8) Upon, satisfactory completion of the final monitoring inspection, DDES staff sholl release the rnointarionce bond. If the project has not met the established performance standards at the card of the monitoring the applicant shell be responsible for the 'T+Cparotion and 2. AN persons having an ownership interest the subject property shah sign on the face of the final plat a dedication, which includes the period, entation of a contingency plan to remedy the situation. longuocle set forth in King County Cowicill hf~ No. 2. °.. 15. The fpwing notes shall be shown on the final engineering plan and recorded pleat: 3. The pl I comply with base density and/or minimum density requirements of the R-1 zone Classification. All of the lots shall meet RESTRICTIONS FOR SENSITIVE AREA TRACTS AND the minimurtai` ensional requirements of the R-1 zone classification and shall be generally as shown on the face of the approved SENSITIVE AREAS AND BUFFERS preliminary plea, except that minor revisions to a plat that do not result in substantial changes may be approved at the discretion of the Department of Development and Environmental Saar ' Dedication of a sensitive area tract/sensitive area and buffer conveys, to the public a beneficial interest in the land within the 4. The applicant must obtain final the King County Health Deportment. opprovalsafety tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that ` . t the p heaith, and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. 5. Ail construction and g of public and roads shall be done in accordance with the King County Road Standards established The sensitive area tract sensitive area and buffer imposes on all resent and future owners and occupiers of the land subject to the / P�+� �' p p � and adopted by Ordinance No. 11187 as am ( 3 KCRS). tract./sensitive area and buffer the obligation, enforcaiWeon behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be out, prwwd, 6. A 30-foot ingrelfst/egress easement exists along the north property line. The portion of the easement extending east of the rood covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental connection with 130th Avenue SE shall be vacated prior to final plat recording. The provisions allowing utilities within the easement may agency, it Services or s successor a b 9 Y' unless otherwise provided y law. - remain as currently recorded. The remaining existing 30-foQt tesoment extending east of tax lot 186 to the road connection with 130th The common boundary between the tract/sensitive area and buffer and the area of development_ activity must be marked or otherwise Avenue shall be amended or vacated to eliminate provisions which ofloya, veWcular access and road construction. flogged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity vo a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal 7. The applicant must obtain the of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main, and activities in the vicinity of the sensitive area ore completed. fire flow rds of Chapter 17.08 of than King County Code. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 8. Final plat illwovol shall require full cornpttarme with drainage provisions set forth in King County Code 9.04. Compliance r'noy result in 16. A homeowners' association or other workable organization shall be established to the satisfaction of DDES, which provides for the reducing the mainber and/or location of tvts as shown on the preliminary approved Wit. Preliminary review has identified the following ownership and continued maintenance of the recreation tract and sensitive area tract. conditions of approval, which represent portions of the *oinage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SMfDM) muist afto be satisfied during engineering and final review. 17. The applicant shall delineate all on -site erosion hazard areas on the final engineering plans (erosion hazard areas ore defined in KCC 21A.06.415). A DOES geologist shall approve the delineation of such areas. The requirements found in KCC 21A.24.220 concerning erosion a. drainage plans all a** ii * King County Surface Water Design Manual and applicable updates adopted by King ho2ord areas that shall be met, including seasonal restrictions on clearing and grading activities. County. DDES approval of the drainage a" r y plans is required prior to any construction. 115. Suitatale recreation space shall be provided cansi°stent with the retirements of K'CC 21A.14.180 and KCC 21A.14.190 (tat., sports court, b. Current standard pion notes and ESC notes, as established by DDES Engineering Review, shall be shown onthe engineering plans. ch' 's play equipment, picnic tables, benches, etc.). c. The following notes shall be shown on the final record" t: a. An overall .conceptual recreation space plan shall be submitted for review and approval by bDES, with the submittal of the engineering "All buAding downspouts, footing drains and drains from all impervious surfaces such as patios and driveways shall be connected to the plans. This piton shall include location, area calcutrations, dimensions, and general improvements. The approved engineering pkans shall be pornument storm drain outlet as shown on the approved construction'drawngs '# - - - - - - - - - - - - on file with DOES and/or the King County consistent with the overall conceptual plan. Department of Transportation. Atie pilen srftetN be gabrinitted will) the application for any building permit. All connections of the drains must be constr and approved prior to OW final building inspection approval. For those lots that are designated for individtWi tat infiltration b. A detailed recreation space plan (i.e., landscape specs, equipment specs, etc.) consistent with the overall conceptual plan, as detailed in systems, rtems shall be constructed at the time of the building permit and shall comply with plans on file." item a., appeal be submitted for review and approvool by OKS and King, County Parks prior to or concurrent wi'tf't the subriiiii1ttel of tRe final plat documents. d. Core Requirement Nb. 3: Runoff Control: Storm water runoff control shall be provided using desi n standards specified in the Soos Credo Basin Plan (see page 108). The release rate c. A performance bond for recreation space improvements shall be posted prior to recording of the plat. for new onsite retention/detention (R/b) facilities in the Soosette Basin shall be 70 percent of the predeveloped 2-yeor rate. The detention vollume shall be designed for the 1t3 -gnat, 24-hour storm using the SCS curve -number method- As determined by DDES, alternative R/Ddeow 19. Street trees shall be provided as follows: standards inert bee welMiolt p resource protection. recommended an the downed artiafthe rip -rap shall be installed of the downstream end the curt beneath a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along 132nd Avenue SE unless, otherwise approved by the City 13 a water in 132nd Avenue SE. In addition, the outfall pipe from rite proposed detention pond shall be located to discharge water in e:e with rg of Kent. In addition, spacing may be modified by King County to accommodate sight distance requirements for driveways and intersections. sensitive area code KCC 21A.24.370. For work within or adjocent to the stream corridor, a permit from the Washington St a b. Troes shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Wildlife/Fisheries Department may be required. Standards, unless King County Department of Transportation determines that trees should not, be located in the street right-of-way. Biofiltration of storm water is also required for water quefty enhancement. The runoff control facilities shall be located in a separate tract and dedicated to King County unless portions of the drainage tract are used for required recreation space in accordance with KCC c. If King County determines that the required street trees should not be located within the right-of-way, they shaft be kmotod no more 21A.14.180. than .20 feet from the street right-of-way line. e. Special Requirement No. 9: 100-Yieew ain: d. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless Wetlands Streams are located on the property, therefore, a floodplgin analysis shall be performed. The 100- year floodplain boundaries the County hos adopted a maintenance program. This shill be nosed on the face of the final recorded plat. shall be on the final engineering plans and recorded plat. e. The species of trees shall be approved by DDES if located within the ritght-of-way. The species shall not include poplar, cottonwood, soft 9. The proposed subdivision shall comply with the 1"3 King County Rood Standards (KCRS) including the following requirements: maples, gum, any fruit -bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or overhead utility lines. a. During prelimirwy review the apo0i submitted a road variance application regarding intersection spacing along 132nd Avenue SE (File Me. L96). The proposed road occoes to the praott occurs on adjacent streets owned by the City of Kent. The variance received f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by bDES prior to engineerring plan approval. conditional approval of July 24, 19", pro' Me applicant complies with the City of Kent access standards. Prior to King County approval of the final engineering plans, the appificant sholl obtain permit approval from the City of Kent for access on 132nd,,Axenue SE and applicant sholl contact Metro Service Plonnir«g .at (206)664-1622 to determine if South 296th Street is on a bus route. If South 130th Avenue SE. th is a bus route, the street tree plan shall also be reviewed by Metro. b. 132nd Avenue SE shall be improved along the frontage of the property as an urban principal arterial including provisions for bike lanes. h. The street trees must be installed and inspected, or 'a performance bond posted prior to recording of the plat. If a performance bend is The final road width, traffic lone striping, bus zones, and tranakions to the existing pavement shall be reviewed and approved by the City of 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 Kent• are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced -wwith a rinainteriance bond, and held for one year. After one year, the rmointerionce bond may be released after DDES has completed a second c. Twenty feet of additional right -of -may the east property line shall be dedicated to the City of Kent. inspection and determined that the trees have been kept healthy and thriving. A Landscape inspection fee shall afro be submitted prior to 0 * plat recording. The inspection fee is subject to change based on the Current County fees. d. SE 28 reet shall be improved as an urban sub -access street. 20. Clearing and Grading: e. Tract X shall be improved as a private froinor access street per KCRS Section 2.03 to serve lots 15, 16, and tax lot 186; provided that, if tax lot 186 is not to be served by Tract X, joink use standards may be used for designing the facility. The serving lots shall hove a. The applicant has the option to clear the individual building envelopes during construction of the roads and utilities or upon approval of undivided ownership of the tract and be responsible for its maintenance. Drainage control shall include a curb or thickened edge on one the individual building permit. If the building envelopes are to be cleared during road and utility construction, t% individual btAding envelopes side. A note to this effect shall be Shown on the engineering plans and final plat. shall be shown on the engineering plans and limited to the following maximum area (1991 Soos Creek Community Plan, page 148): f. Joint use driveways for trots 1-14 shalt also be oved in accordance with KCRS Chapter 3. The serving lots shall have undivided 1) Last Size (in sq. ft.) Building Envelope ownership of the driveways and be respon for maintenance. A note to this effect shall be shown on the engineering plane and final plot. 5,000 - 9,000 45% of the lot size _ 9,001 - 15,000 33% of the lot size g. As required by KCRS 5.03, street trees should be included in the design of all road improvements. _ Greater than 15,000 5,000 square feet h. Street illumination shall be provided at intersections with orlerials in accordance with KCRS 5.03. 2 The clearin limits for each building envelope shod be clear) marked or flagged on each lot and inspected tar to clearing. 9 9 � Y 99e sP 1�• � 9• i. ficaations to the above road conditions may be considered by Kin County pursuant _ the variance procedures in KCRS 1.08. 21. Seasonal Clearing Restrictions; The applicant shall demonstrate compliance with KCC 16.82.150.D prior to engineering plot approval. luded within a franchise approved by the King County Council prier to final plat 10. All ut- '" d within proposed rights -of -way must be inc ORDERED this 21 st day of December, 1998. - recording 11. The applicant or subsequent owner shah carriply with King County Code 14.75, Mtitigcation Payment System (MPS), by paying the required TABLE OF CONTENTS MPS fee and administratioa fee as determined by the applicable fee ordinance. The applicant has the option to either: 1) pay the MPS fee U.S.P.S• MAILBOX LOIbATION at final plat application, or 2) pair the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be - the fee in effect at the time of plat application and a riate shill be placed on the face of the plat stating: "All fees required by King APPROVAL SHEET' No. TITLE County Code 14.75, � been paid". If the second option is chosen, the fee paid shall be the amount in T effect as of the date of building permit � 1 of 11 COVER SHEET 3/'�7 ` i LL t,. f 12. Lots within this subdivision are subject to King County Cade 21 A.43, which imposes Impact fees to fund school system trrgarovements needed to serve new development. As a condition of final aWGvd, fifty percent (50%) of the impact fees due for the ptat shall be assessed and collected immediately prior to recording, u ' fee schedules in effect when the plat receives final approval. The balance 2 of 11 EXISTING CONDITIONS PLAN of the assessed fee shall be allocated evenly to the dwenin units in the pleat and shall be collected prior to building permit issuance. 13. On -site Wells: 3 'of 11 HORIZONTAL CONTROL PLAN NOTE: A welf curt ty in operation exists netIP' the SW corner of the property and serves water to a house just south of the site, The following -KING COUNTY APPROVAL OF THIS PLAN SET conditions erning on -site wells apply to this project: IS FOR WORK LY V#I 4 of 11 STREET AND STORM PLAN ' a. The engineviing plans .for this project sitaN Willintify the location of any wells on the site and provide notes which address the requirements for well protection or proce*xes to abandon the well pursuant to requrements outlined in the Washington Administrative Code (WAC 173-160). 5 of 11 STREET AND STORM PROFILES AND SECTION b. A minis 100-foot radius mall be odhered to ssirrounding the well. The radius prohibits structures animal grazing, and septic or sanitary Sewer lines. 6 of 11 NOTES AND GENERAL DETAILS c. The final plat sholl include provisions for well water rights and a maintenance easement for any properties that the welt ently serves. "C" 7 of 11 RETENTION/DETENTION. POND, 1310-FILTRATION PLAN AND DETAILS 14. Preliminary platreview has identified the following isewea, rich apply to Sensitive Areas Tract of this project. In addition, the applicant shall address any other requirements applicable to sensitive areas. .. 8 of 11 T.E.S.C. AND TREE RETENTION PLAN a. Wetk+andis/Streams: 1) The C4 tland shall have a buffer width of 50-feet, measured from the wetland edge. Buffer averaging may be employed, so long Went 9 of 11 T.E.S.C. DETAILS as the tot of the buffer area on site is not reduced and better resource protection is achieved. 2) The Class 2 Stream shall have a buffer wkft of 100-feet measured from the ordirtory high water mark (OHWM). 10 of 11 OFF -SITE STREET IMPROVEMENT PLAN, PROFILE, SECTION AND DETAILS 3) The wetlands and stream aind their respective buffers shall be placed in a Sensitive Area Tract (SAT). 11 of 11 STREET TREE PLAN, LIGHTING PLAN, AND SIGNAGE PLAN 4) A minimum bw#dMq setbot ite of 115-howl shelli be required from the edge of the SAT. /� LEGAL DESCRIPTION 5) The wetland and sensitive area tract shall be do and signed in accordance with the KCC 21A.24.160. The sign shall be shown on the engwaarortng plans. LOTS 1, 3 AND 4 OF KING COUNTY SHORT PLAT 6) The proposed subdivision shall comply with the Sensitive Areas Ordinance as outlined in KCC 21A.24. Permanent survey marking and signs No. 581091R - 8206040407 EXCEPT SE. 282nd WAY as specified in KCC 21A.24.160 shall atso be addressed prig' to final plot 12proyal. Temporary markings of sensitive areas and their buffers (e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are MERIDIAN/CBBRDINATE SYSTEM completed. - LAMBERT/STATE PLANE b. Urban Protection Requirements / Sensitive Area District Overlay (SO-220): Per the Urban Stream Protection District Overlay, the following rivelopment standards shall be applied to the Proposed Plat of Sunset Meadows: WASHINGTON NORTH ZONE 1) The applicant shod dermanstrate overa" compliance with SO-220 prior to engineering plan approval. �NeAD 83-91 g g r�r�r j �/^r �p 2) As required by the SEPA M NS (refer to Section D) and to further implement the protection and separation of urban streams from >t #J'�r�'iw7r�7 & P)t C EL NO, development, A split rW famo sltaN be p1loced all" V* edge of Tract C's buffer (sensitive area tract) and shall be shown ore the 28201 132nd AVE. S.E., KENT, WA 98042 engineering plans. The edge of Tract Cs bta!lVtr has been established as the southern facing property boundaries of any lots Wicated south 332(�+�-9015, 9185, & 9187 of SE 282nd Street. 3) Clearing is limited to and development shalt be clustered an 30% of the site. Parcels adjacent to streams or wettonds shall place structures as for as feasible from streams and wetlands. 1 femaining 70% of the site shall be placed in a contiguous permanent VERTICAL DATUM open -space or sensitive area tract retaining the native vegetation. CITY OF KENT 4) The applicant shall submit as roforesbKion plon far reOm and approval by DUES Wetland Biologist prior to engineering plan approval. The BENCH MARK: reforestati"should focus primarily oloOWthe stream corridor and the wetland buffer. %U CITY OF KENT SANITARY SEIMER ry MANHOLE JJ160 @ END OF 5) The maxi impervious surface area shall tie 8% of the gross acreage of the site. Impervious surface roads shall next be counted towards the allowable rnpervious area. The io►n of the allowable impervious area among individual parcels shall be recorded on the 130TH AVENUE S.E. CUL-DE-SAC face of the plat. This condition may be r acidified by the director only as necessary to accommodate unusual site access conditions. INVERT EL.- 364.0 6) Keeping or grazing of livestock st•tmlll be prohibited. CONTOUR INTERVAL: 2 FEET Vicinity Map Solis Map N.T.S. > SE 7h PLPL I th PL 27 SE 2 78TH ST SE 280TH ST SE 280th ST t cn cn ka N J N W Q T SE 282nd ST SE 2&2nd ST w w 0 w Q srm M SE 285TH ST t N N r> SE 288th S Scale 1"-2000' 0 MO r r-• kC Ai l G - . Age' Eau Ad u. 34 Evc Ma 1*0 No L L w I1aC • - f" O • ACC - • Ago IVY f 1 • - P� Arne -- A,98 ' C.11hi o j}.V�I a sS �• '♦ �• �O sAgB Ago L -No Eve •� _- �- -- ---7 ---- - Inc RaC csae ABC PwE J f Tu • • • ••� .. AgD OVARR +- -No * "% • l EV9 Notice Required Contractors shoal# notify operators who maintain underground utility lines in the area of proposed excavation or blasting at least two business days, but not more than ten working days prior to commencernent of excavation or demolition in accordance with RCW Title 19. Names ar4 telephone nu of the operators of underground utility lines in this project appear below. These numbers shall also be'used to serve in an emergency caridli6ons as required. Phone CITY OF AUBURN 253-931-30lqO Sanitary Sewer WATER DISTRICT No. 111 253-631-3770 Water District PUGET SOUND ENERGY 425-455-5120 Gas Company PUGET SOUND ENERGY 425--455-5120 Power Company Call Before 'You Dig DIAL -A -DIG 1-800-424- 5 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 • of construction for a flreconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. InstalilallIllon of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Washington State Department 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 Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Performance Bond Amountii � Site Plan Approval Z . Approval of these plans is for' construction of road and drainage > improvements, site drain"e & grading and temporary erosion z > control in unincorporated King County only. These plans do not - r? a authorize any other utility rival or improvements proposed L 0 �' (n in any State right of way, F- T I W ) /Se Site plan approval is void if the commercial building permit has m z z „ Z 0 not been obtained or rec,#_-wed wR*irftwo years of approval. O. O X cr Z � � Z w Z J Subdivision plan approval is void if the feral t is not recorded -3: : prior to the preliminary plat approval expiration. z T n O V) 0 CJ 0 PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) r Section Township Range Tax Parcel Number J o Q 0 ° z` O T 0 0 Site Location is within the - - - - - - - - - - - - - - drainage shed(s) IZ C Pro Rota Share Assessment(s) are: ❑ RequiredQ ►totResquired from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm) AGREEMENTS, PLAN, REFERENCES, PERMITS ETC. Date Preliminary Plat Appr6°iiiiicil DEC. 21, 1998 Ordinance # Expiration iDolll : Preliminary Map Approval Other Construction Permits Received Right -of -Way Use Permit Grading Building/Structural Other Date Emergency 1 Po ice 'Fire -Rescue RECOMMENDED FOR APPROVAL ELn neer_PIW Reviewer E Supervisor Traffic & Planning Engineer King County Conse' rvation District Structural Review Engineer Other APPROVED FOR D 'T R • TIO NPARTMENT OF DEVELOPMENT & EW ENTAL SERVICES King County, Washington Ch pip - v� Da e ignature '"4 '" z Q SCHNEIDER HOMES, INC. (206) 248-2471 . C: Q�` �, Name Phone u') o � a 6510 SOUTHCENTER TUK A WA. 98188 -4-0 _BLVD., _� ❑ ®❑ Address and Zip Cade - C ® A Corporation U 0 ❑ A Partnership Q - - 0- C ❑ An Individual SCHNEIDER HOMES, INC. (206) 248-2471 D 4) �. Name Phone y�A €'3 O h- 6510 SOUTHCENTER BLVD., TUKMMIt_A, WA. 98188 Q ®❑ Address and Zip Code M A Corporation F 132)8 p A Partf►ert• s C An Individual DALEY-MOR-POBLE.TE, INC. (253) 333-2200 u 0 0 EXPWS JAN. 9, 2DC�2 Name Phone '-- NOT toad 726 AUBURN W" NORTH, AUBURN, WA 98002 U all o w E Address and Zip Code 0 0 D ISIS •..1+ h, I 1 1460 s VAO asswoen - %,vat l it STA. +56.59, 6.65' T r RNLI = 3 t I. 4.00 (E . C EX. AkM7 Y SEWER STUE 'ib I' W --------------- w 174, S.P. SEM 3�6 ` RE o. 62 032 I IV p ull_ IN 370 CN 1 i 1 --------- ---- S 45of 366 174. rl— _ \ d J \ I \ 1 (J') \ rr-- i i i 1 ' 1 ,O " BCU► DAWR -, \zoo y , R\ ( +:\ AL \\ 1 ( liL I � , \ ---- • \\ tX }✓ \ NOTES: '0 BE REMOVED 376 374 372 370 368 `1 Pl.i`4G GARBAGE PIT ANO 47 -I, OVEDTA ------------- W— X. SHEt f' M ROOT CELLAR OO S.E. 2q2nd ST. r- CL X _ . II _ I li I III III I II I II 1 i II LEI. •I / I I 1 I I I I III I I F- I M > L` 0 w / 292.67"1 (i i I / I- Lj O \\ I I I W2 i 00 Z 00 Il xl Lx l ►7, p I I U) ,.95 W a I I 1 i r cxxv 20 00 I IE + ft _______________________- r - G#VPHC 50 SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND EXISTING O SANITARY SEWER E 0 GUARD POST 0 FIRE HYDRANT D4 WATER VALW UTILITY POLE ❑ TELEP"ONIE RISER ® CATCH BASIN a SIGN .,,�►^ AA � . • ._ r a• ovdl DEVELOPMENT Comments: ---------------- CONSULTANT REVIEW TO THE, BEST OF MY KNOWLEDGE, THIS PLAN HAS SEEW ItEV101i FC C' bMPLIANCE WITH KING COUNTY CODES AND ORD . �I A/ `. AME SWa w DATE PHONE CASEY ENGINEENNIG FIRM NOTE: KING COUNTY APMVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING COUNTY. My AVO. 9ATIE gnaw DALEY-MORROW-POBLETE, RHOMM , l A726 AUBURN WAY NORTH 6510 SOUTWCENTER BLVD., WITUKLA, WA. 9&1 .� Sy F AUBURN, HINGTON 98002 PHONE: (253)333--22 FAX: (253)333-2206 PHONE No. (206)248-247I Avorfcir 13 ENGINEERING - SURVEYING EX*n lt4G C s%NAGQL LANPLANNING incorporated SrLlvi SMf 1>' 50' 01 96345E r� EXPIRES 9 JAN 2002 P2752-vASTAMP NOT VALID UNLESS SIGNED do DATED MD �' MAY 25, 2000 96345 s t / _ I o oo10C3— 6 113 Li 102 111 10 at x—�t O. ' r n I CL I N / a 1206.42 11S �_1G�'r,� r __r>_�__ —�-- 0 — — — — — — - ___—-------------- S88'S0'45"E - _ _ _ i�I PW f t / \LAJ — — — — — — — — — — — - — --- — —.Now""" • _ •aYiiia�— a. — -0 r ------_---T -----------1---------------� \ 1 174.00' - - - 30' --- -LINE EhSEt NT_PER_ REC. o.L8807Q60271_ � I P.S.P.L. EASEMENT I I I I ------ - ---- ------------- ----- 1 REC. No. 8210130320 *I I atp0 r\ ^------------ w \r- \\ I LOT OLV LOT------ .► ) 26 00 LINE (?Yt') TACT "8' I I r- t, \ �� TK)NAL SPACE CV r 13 �Y \ \ \ y V oLP LOT TRACT "A" I �'` rJT Q. L IC U TIES ESM T. \LI N� CT") R/D FACILITIES y. I e _ I 1 -----, MONUMENT (TYP.) - of / �� �� =174' w o r - of o $ ' \�, ._ �,\ ( _ _-- - - - , w GRAPHIC SCALE dr \ I j o N �I .___ .___ \ erg, o C3\ \s -150' in e o I 25 I TRACT - Ftt1E RMY ( IN FEET ) 1 inch = 50 ft. SENSITIVE ----- ----_ - - - - - - .�—LQ — ——L` _ I EX. PVMT. CL� WETLAM) - I Ict) \ y4e� �I 3 EXIS R/W 1 BUFFER------ \ \� e _7S �' w /2, I 10' PRi TE ST M �_ _ o R250' _6.Z- 85 PUBLIC TILITIES�> FF _ - 1 p 15 .. _. ....... _ r �_ _ iii \ - - E -\ \ 174. o 24 00 o1Cj_ ,, I I v 3 8 v 4 4. vro.- 1 _ � � opQ \ \ . � \ \� �� \ FED �. ♦/ .,,.>t61 •1 I WETLANID BUFFER ( IzOf oP� g TRACT ' C'— �o� 1 \ \ im , oyR SENSITIVE AREA (S.A.T.) - (8008 CREEK WETLAND IE 41) ,, _-, /UPLAND�C\1� _E�UNOgRy \ N \\ \\\` rL <'\ TRACT 'C' -" - _ \ \\,' .� lam► o tclw. i�� \V�. 'R-1' \� ------ �' ` 1 1 545,497 sq.ft. , \ e .. �.`"`." \ CIi'f I \ 9 EXIST. WELL ' 0 BOUtyDARY' . \---, . ,.. �� \ FQ o z � TO REMAIN 1 jj & c ---------------- \ IL ri \\ UPLAND // \ ,--------- — — /------------ +++FFF -- J \ / S88'45' 50"E 292.67, I' 1 ! !A II, \ .� M o ILI T O j \\ , , ©1 p I D', `--------- TRACT C bI � --- 87 \ m SENSITIVE AREA (S.A.T.) .- 1 (800S CREEK WETLAND # 41) 0 r N .. � 1 1 I Iaarrr_ rtiriIilr _ arr_ rra ar arm _ wr aai .ib _ arrr r _ NOTES: 1. PER CONDITION 6, THE PORTION OF THE 30' EASEMENT ALONG THE NORTH PROPERTY LINE EXTENDING EAST OF THE ROAD CONNECTION NTH 130th AVENUE SE., SHALL BE VACATED PRIOR TO FINAL PLAT RECORDING. THE ,. PROVISIONS ALLOWING UTILITIES WITHIN THE EASEMENT SHALL REMAIN AS CURRENTLY RECORDED. THE REMAINING MS11NG 30-FOOT EASEMENT EXTENDING EAST OF TAX LOT 186 TO THE ROAD CONNECTION WITH 130th AVENUE SE: WILL BE VACATED TO ELIMINATE PROVISIONS WHICH ALLOW VEHICULAR ACCESS AND ROAD CONSTRUCTION THROUGH LOT 13 AND 12. 2. ENTERING SITE DISTANCE GREATER TH#M+I 620' TO THE NORTH & SOUTH. KINO"PlCO NTY evievwer C mpl tion Date r/3v1UJ ni ngineer Completion Date C ��o Im J H. 3 ANDERS, P.E. Ap rov I Date DEVELOPMENT ENGINEER Comments: CONSULTANT REVIEW TO THE BEST OF MY KNOWLEDGE, THIS PLAN HAS BEEN REVIEWED FOR COMPLt NTH KING COUNTY CODES AND ORDINANCES. NAME f" •FX (425) 204-8182 DATE PHONE CASEY ENGINEERING FIRM -— — — — — — — — — — — — — — -- I �F VASE F Q z c � F 10Nk EXP? s 9 JAN 2002 STAMP NOT VALID UNLESS SIGNED & DATED I I II Ir 2 , i I II_X2AW I I i I I i� 22+00 1 20 00 NOTE: KCMG COUNTY APPROVAL OF THIS PLAN StT IsWOW ONLYVWPM I . REV yp. DATE DESCRIPTION DALEY—MORROW-POBLETE, INC. CLEW— SCHNEVER HOWS, INC. 726 AUBURN. WAY NORTH &5-1`0 SOUTHCENTER BLVD., TUKWILA, WA. 98188 AUBURN, WAStiINGTON 98002 PHONE No. (206)248-2471 PHONE: (°2! )333-2.?00 FAX: (253)333-2206 ENGINEERING - SURVEYING F4C4:WZ<X4TAL SIT Q L LAND PLANNING ncorporat�d D1 '"" ja °Y ,JCS/ASP �"£ 1 " = 50' """v6 96345EI�G 3 �� Mp IF MAY 25, 2000 AW 96345 w__ __ PX75 &X/+ aiDDi3 � f .r 97 / '51 6 EX. KEN STA. +56.59, 6.65' T. RIM = 3.20 I. 64.00 (E CT .) / to EX. SEWER STUB — r -----_._--_...I ..__....-- --- L Ce No. 4— TYPE II v. W/ THROUGH CURB INLET STA. 8+05.31, 13.25' LT. 1 GR.= 372..ft -� I.E.= 369.21 ;1 26.5LF 12" OW _ ■ O�YO 13 12 � EL.= 374.5 MIN. r EIS:.= 374.5 MIN. 1t IN, \10, N \ LE.= 370.48 z9 EL.- 372.5 MIN. a r L>rI cS1 IN / ° 10' PRIVA`IE STORM & \ ° ° 'S tr 00 \ \ /�C\ \ \p �/a EL.= 375.5 MIN. Pl�B1.,I�C UTIL. ESMT. (TYP.\N� 4 \ �, i 1 ' � 5 \ \ EL.= 373.0 MIN.*ill' ... � A^o 6= 373.5 MIN. ,, .'' . — f f { C 4 CCU // \ EL.= 375.0 MIN. 7 \ ,, EL.= 374.5 .,' O \ \ \\372 am MEET \ \ \ 3 70 \ \ \ / ��p i OJT .an .� \ - tt� .� ' •� 368 \ \ \ 0 o�o � � / i G� / / / 1 I.E. { g .4- \ \\ ,,— �� ALE. ' \ \ , , Uj , D ASE ll \ \ A �S./�.T.) '\ i �� 000 E VATION = 1:40 f I A /' /. (S S CREEK WETLAND 41 �E3 E: OT INST��.L ,� \ �A / RIPRAP STREAI�D ,6p CM0. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A LEGEND PUSENSITIVE BLIC A BENEFIC ALNTEREST EA TRACT/SENSITIVE A N THE I AWn WITHIN THETRACT/SENST CONVEYS AND BUFFER IVEAREA ATHE AND PROPOSED RIPRAP PROTECTION C ROCK CHECK DAM — o CHAINLINK FENCE — c — SPLIT RAIL FENCE VIC VERTICAL CURB POLICED CURB ■ CATCH BASIN TYPE I ® CATCH BASIN TYPE II # CLEAN OUT ROOF DRAIN BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL EXISTING PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MA*#TOANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANOML HASITAT. THE TIVE AREA TRACT/SENSITIVE 0 SANITARY SEWER AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE ERS AND OCCUPIERS MANHOLE OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL c GUARD POST'" TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSIRVk ;AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, FIRE HYDRANT COVERED BY FILL, REMOVED OK DAMAGED WITHOUT APPROVAL IN WRtTKG FROM THE KING COUNTY DERARTMENT OF DEVELOPMENT AND EN RONMENTAL SERVICES OR ITS M WATER VALVE SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. UTILITY POLE THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE C1 TELEPHONE RISER SATISFACTION OF KING COUNTY PRIOR TO ANY CtWING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELMMENT ACTIVITY -A LET SUBJECT TO THE SENSITIVE ® CATCH BASIN AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKNG OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE b S1GN ,, SENSITIVE AREA ARE COMPLETED. 9 NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REOIRED 15—FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. NOTE: 1. MW AND FOOT94G DRAINS MALL HAVE 1% MNWJM SLOPE AND SHALL BE 6" 0 UNLESS OTHERWISE SPECIFIED. MATERIAL SHALL BE PVC OR CPEP. 2. CATCH BASINS 1-11 & 14 SHALL HAVE VANED GATE. .." PVC` PIPE SHALL BE SQR 35 OR THICIKER AND - SHALL MEET REQUIREMENTS OF ASTM D3034. PVC PIPE MAIL MEET BEDDING MATERIAL REQUIREMENTS OF SECTION 9-03 OF WSDOT/APWA STANDARD SPECIFICATIONS. 4. SEE SHEET 10 FOR 132ND AVE. SE. CONSTRUCTION. 5. ALL CAT04 DASM SHALL HAVE LOCK04G UDS, KING C TY Re iew EnqlFeer C4mph6tion ate ,3 u 0-3 Completion Date for ngneer App oval ate 'AhH. 0,ANr)ebs, P.E. DEVELOPMENT ENGINEER Comments: CON57ILTANT REVIEW TO THE BEST OF WY KNOWLEDGE, THIS PLAN HAS BEEN REVIEWED FOR COMPLIANCE MATH KING COUNTY CODES AND ORDINANCES. IV. NAME loor *I .S"-•9G— ZA (425) 204-8182 DATE PHONE CASEY ENGINEERING FIRM 30 r r0� �FG Ffs�o ECG\ EXPIRES 9 JAN 2002 ^ ' UNDERGROUND POE LOCATION BASED ON SURFACE FEATURM,. ACTUAL s� CATION MAY VARY. THA REFLECTM ACTUALLY tD ACCURA78.Y EXMTM rl" UC'1'N�i BY OR VNDER.'MY Dff BCT SillER NOTE: KING COUNTY APPROVAL OF THIS PLAN SET GRAPHIC SCALE IS FOR WORK ONLY WITHN KING COUNTY. 0 15 30 120 ( IN FEET ) 1 inch = 30 ft. DALE Y- ,, ' Y-POB.EEM, NC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 FAX: (253) 333-2206 REV. NO. DATE I DESCRiPRDN APPRO 'D et,ENT SCHNEIDER HOMES, INC. 6510 SOU LATER BLVD., T "LA, WA. 91119198 PHONE No. (206)248-2471 PROJECT SUNSET MEADOWS —SURVEYM STREET AND STORM PLAN IL LAND PLANPANG incorporated "C m"'" ®r LM/JCS ' 1" = 30,DRASM 9I 345ENG �Z ".MLD a4TE MAY 20, 2000 /t IA A It l" r h\ ACT AIFAMWLgS :9F34.5FNh %x s r4mr. cv —7>6 t. 25 a L.P. ELEV = 373.04 L.P. STA = 8+05.31 PVI STA = 7+85.22 PM ELEV = 372.8'0 I A.D.=2.`i `} �i K = 47.44 135.22' VC 9 ILL. i H.P. ELEV 374.74 H.P. STA = 6+21.26 PM STA = 6+50 PVI ELEV = 375.10 A.D. _ -2.59 K = 52.11 135.22' VC PM STA = 2+29 PVI ELEV = 371.96 ` t I A.D. - -6.79 V - nA AA 370�_.. _ w". G.Y6 qp �- -6-o-frLF 12" PVC + 254LF 12" PVC ®g-5$% 4 tL' Q0 i i i L.P. ELEV = 3+1.09 LAP. STA = 0+40.71 PM STA = 0+79 VI ELEV = 360.65 A.D. = 8.54 K --� _11 r 71 . --; 100.00' VC ®LJ .. CB No. - TYPE I O 9Z., I.E. 362. STA. 7+*22 13.25' Imo•. CB No. 6- TYPE II, 48" T p .= 37.3&3Z STA. 4+70.71, 12. 43' R T. ,:ELF 12 �C GR.= 373.4S50 CB No. 3- TYPE I 6w I � ING II +! �370 O In Lu O am + O J V) N + r Ei) Z o N N M z NLL- O > •i r ::D p 0 (n w i J Z-'. w 0 w w w w N> > z x LLI m m O w Q! W > C6 6 40 J / 2�LF 12 PVC 71 1fM CIJf 11'�i.ET w 3�S" 7SCU STA. 8+05.31, 13.25' RT. @ 14.6 CS No. 11- TYPE II, 48 I.E. TO PIOND= 3623� 81 1" GR.= 372.78 7Z CB No. 7- TYPE I Z.DG% STA. 3+11.81N 12.40 RT. !02' _ .82 I.E.= 369.69-ZZ(w) STA. 4+70.71, 13.25' LT. I „ _ _ 26.5LF 12 PVC _ _. _ � ._ 3� 9. /7 f 5&1 ___-___.___ GR.- 373.4& - I.E. (N�}= 383.1 _ CB No. 9 TYPE I ® ��9% o.Ysgo I.E.= 370.4-8z9 LE. (SE,i -}= .►+ 7o�(r� STA. 1+65.45, 13.25' RT. Z7 / G.�SIa CB No. 4- TYPE I (w) = 3".5Z 12" PVC GR.= 366.fr&&GO ;12 PVC ®9 5� W/ THROUGH CURB INLET .r7LF 17 I.E.= 363.-5W8 Z519 FROM BIOSWALE 26 5LF 12" PVC STA. 8+05.31, 13.26' LT. CB No. 8- TYPE t W/ LOCKING LID CB No. 10- TYPE I o.gs�o CB No. 14- TYPE I.E.= 3b9. y STA. 3+11.81 13.25' LT. STA. 1 +65.45 13.25' LT. W/ THROUGH CURB INLET Get.= 372.24 GR.= 366. Z- STA. 25+38.259.33.25, LT. .........__... I.E.= E. I . E 3 7v _ -42 I.E.= 3�• �C�►) N L0 N c0 • IM O LO co40 v- CO fl- c0 M 00 DO'- tri d CD (0 r- DO LO M .0 CO . N s 0) M Ln 0) 0) � In M r 004 � 'f « 4 r0 � 4 M-i � M M'i 00 N CO N 0- r- DO � ,f) CV C-4�- r0 M � M M M M M M � +) M M M M M 9+00 8+00 7+00 6+00 5+00 SE 282ND ST. PROFILE SCALE: I" = 30' HORIZ. 1 ' = 3 VERT. 1" LIP WITH 2: 1 SLOPE - 3/8" EXPANSION JOIINT, FULL DEPTH 5' MIN. SIDEWALK S2R JA g" lWW 2" COMPACTED1" LIP MATH DRIVEWAY 5/8' M"jS 2:1 SLOPE 1.5' CRUSHED ROCK, A 3/8" EXPANSION JOINT COMPACTED SEE NOTE /6. SHALL BE PLACED ROADWAY LONG! Y AE. BALLAST OR SYMMEVICALLY AT SECTION X-X -l". MAX. WT€RV LS, NOT TO SCALE NOTE; 1 -Apow ' DRIVEWAY WIDIIH 'A' AT BACK OF SIDEWALK CONCMAETE CLASS 3000 WITH 5% AIR ENTRAINMENT WITH SHALL B€ PER DETAIL STDW-3. BROOM PARALLEL TO CURB LINE. ** MAY BE ZERO (0) IF DRIVEWAY THROAT IS 5' TO PROPERTY LIME. 2) MIEN DR}VEIKMI°I' OPENING IS TO BE CONSTRUCTED WHERE CURB MAY BE ONE (1) IF DRIVEWAY THROAT IS 6' TO PROPERTY LINE. EXISTS, THE ENTIRE CURB 8c• W1TRR SECTION SHALL BE REMOVED MAY BE TWO (2) IF DRIVEWAY THROAT IS 7' TO PROPERTY UK. 1 $iIPAN'SION JOINT ON EACH SIDE OF THE OPENING AND 3) W51PECTION IS REQUIRED BEFORE PLACING CONCRETE. 7) RESIDENTIAL DIRPOWNY4, SERVING LESS THAN 4 LIVING 4) AS $ITE CON "41S DICTATE. AN ALTERNATIVE DESIGN MAY BE UNITS, SHALL BE r IWWX WITH NO REINFORCEMENT SAMITUD FOR APPROVAL BY THE ENGINE-M. AMY UNAUTHORIZED OrOATION FROM THIS DETAIL SHALL BE CAUK fft RE&CUIN OF REQUIRED. CURB T* BE POURED SEPARATE FROM DRIVEWAY WITH FULL DEPTH EXPANSION JOINT MATERIAL W'MfiNL WATCH EXISTING CONDITION WRIEN DQIECIM BY THE ENGINEER. BETWEEN BACK OF CURB AND DRIVEWAY. 5) ALL 11011, *MALL COMPLY WITH THE CITY OF AUBURN STANDARD 8) DRIVEWAYS SERVING 4 OR MORE LIVING L"TS SHALL BE CONSTRUCTED AS A COMMERfOAL/I"M AL C0N51i0."UCTMBN sPEtarMeATIc,►Ns ORr4EWAYS. 6) CRUSHED ROCK TO BE PLACED WNW BADE IS UNSTABLE AS DIRECTED BY THE ENGINEER. RESIDENTIAL DRIVEWAY DETAIL (STDW-lB) N.T.S. 4+00 o✓ 25 1' 5' 5' ? , LNDSCP. 2� 1' UNDER OLND PME LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS DETERMWED Y ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:,T�%G'/ KING C0jJ Ty D. Review gin C mp tion Date v n' r Co pleti n Date 8 fl' H. S NDERS, P.E. A prov I Date DEVELOPMENT ENGINEER Comments: CU ULTANT REVIEW TO THE BEST OF ANY KNOWEDGE, Tf*S PLAN HAS BEEN REVIEWED FOR COMPLIANCE WITH KING COUNTY CODES AND ORDINANCES. 'L9 NAME S-ui •t (425) 204-8182 DATE PHONE CASEY ENGINEERING FIRM 3+ 00 o✓ (4J 3" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 3" MIN. COMPACTED DEPTH CSTC 4 `GRAV'EL BASE Rti GRAVEL) 2+ 00 3 o- 5. 5! 1' P) 2N NOTE: SUBGRADE TO BE COMPACTED TO 95% Or MODIFIED PROCTOR (ASTM D1557) N A -A ROADWAY SEC'nON S.E. 282nd STREET N.T.S. 1 �k 1+00 NOTE: 350.00 0+ 0'0 1. PVC PIPE SHALL BE SDR 35 OR THICKER AND SHALL MEET REQUIREMENTS OF ASTM D3034. PVC PIPE SHALL MEET BEDDING MATERIAL REQUIREMENTS OF SECTION 9-03 OF WSDOT/APWA STANDARD SPECIFICATIONS. 2. CATCH BASINS 1 - 11 AND 14 SHALL HAVE VANED GRATES. 3. ALL CATCH BASINS SHALL HAVE LOCKING LIDS. NOTE: KING COUNTY A` T IS FOR WORK ONLY VArrM KM 0«`51634 S</.NSLT Ml;40CW \ aF +45LT 3 GENERAL NOTES 1. ALL CONSTRUCTION SMALL SE IN AMQ " t "Pf# THE KING COUNTY CODE (KCC COUNTY ROAD STAN>QAft (KCRS), "AND THE KING COUNTY COUNCIL 'S C S OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPON TY OF .THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIAYMN FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL C SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE 1S WVW DOM PLOM NOAC MW REVIEWED ACCORDING TO KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. 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 ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTNER CONS1RUCTION (e.q., DOMESTIC WATER CaONAYANCE..SEWER CONVEYANCE, GAS, MCTRtCAL, ETC.). 4. BEFORE CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PfRECONSTRUCT10% MEETING, MUST BE HELD BETVIIIEM THE DDES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONTRUCTK)N R1E'PRESEN TATI VE. 5. A COPY OF THESE APPROVED PLAITS MUST BE ON Tfk JOB SITE WHENEVER CONSTRUCTION IS I1 PROGRESS. 6. CONSTRUCTION NOSE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88}; NORMALLY, THIS IS 7 A.M.. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. 014 WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN,.,ALL CONSTRUCT40114 EASEMENTS NECESSARY BEFORE "TIATING OFFSITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANC UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPRO PLANS .SHALL NOT BE CONS1Wtl3C.TEL? UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF' KCRS CHAPTER 8 IS SUBMITTED TO THE ODES LAND USE INSPECT" SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. IDAIIUIM SHALL BE NAtID 19M UNIL€: APPOOWD BY DDES 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE 118TMIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUND'MIIIIIATER SYSTEMS MUST IE CONSTRUCTED IN ACCORDANCE WITH SECTION 61 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 ,.. PERCENT DENSITY. 12. ALL RO Y SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENS,*-(WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOVOW UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE NTH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL K RESPOi FOR PROVIi ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY Pitt CONTRACTOR. ANY WORK WITHIN TME TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SMALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07:23; „TRAFFIC CONTROL," OF THE WSDOT STANDARD SPEC11FICAPONS SHALL APPLY IN ITS ENTIRETY. wt STRUCTURAL NOTES 1) THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS ORMES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY DDES PRIOR TO CONSTRUCTION (KCC 16.04, 16.70, 14,20). 2) ROCKERIES ARE CONSIDERED TO BE A METHOD OF MINK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL WTJW CONSTRUCTED TO SERVE AS RETAINING ALL ROCKERIES IN COUNTY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTER fft(C DANCE WITH KCRS DRAWING NUMBERS 5-004, 5-005, o ° a ° a SIDEWA K c4- d ° n VERT. CURB MAILBOX CLUSTER LNDSCP. 32" FRONT C 1O 0 0 0 0 0 0 O 0 0 a 0 0 0 0 0 0 PLAN VIEW 1 _ 16" 18.5" TOP _ 1 _ 60" BOTTOM AK_ 6" Ll FRONT SECTION NOTES: CLUSTER BOX 1. MAILBOX CLUSTERS ARE DESIGNED TO UNIT DETAIL SERVE 8, 12, OR 16 UNITS. 18" 2. INSTALLATION OF N.D.C.B.U. 1, NCLUDING CONSTRUCTION OF BASE) WILL BE DONE SIDE SECTION BY U.S. POSTAL SERVICE. 3. CONTACT POSTMASTER PRIOR TO INSTALLATION. LBOX MOUNTING CURB TYPE LOCATION N TS SEGMENTAL RETAINING WALL UNITS (100 OR 200-SERIES PER MANUFACTURERS SPEC'S.) 4• WALL BATTE FREE DRAINING GRANULAR FILL1 REINFORCED SOIL_ BACKFILL EOSYNTHETIC ENFORCEMENT w C' NOTE: HEIGHT OF moss.; C c" WALL VARIES o (SEE PLAN SHT. 4) c� X W 5-1 , AND 5- ROCKERIES OUTSIDE OF RDA& RIGHT-OF-WAY SHALL BE 8" MIN CONSTRUCTED IN ACCORDANCE WITH THE U11110FORM BUILDING CODE. 200-SERIES UNIT FOR 6" BASE COURSE (TYP.) DRAINAGE NOTES COMPACTED GRANULAR ~6" 4"0 PERFORATED PVC PIPE FOOTING ON T TO STORMDRAIN 3 LOP, p MIMINIMUM1. PROOF OF LIABILITY INSURANCE SHALL BE SUNTTED TO DDES SJ PRIOR TO THE PRECON'STRUCTION MEETING (KCC 9.04.10"1 TYPICAL SOIL REINFORCED CORNERSTONE 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE- PARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1>. THIS SHALL SEGMENTAL RETAINING WALL SECTION DETAIL INCLUDE LEVEL04G AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY RE TO A UNIFORM N.T.S. GRADE SO r#WTHE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING B 1 /2"* NOSE: AREA MAY GRADED TO 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 MATCH EXISTING GRADE. OR BETTER INSIDE AND OUTSW (KCRS 7.03). V 4. ALL DRAINAGE. STRUCTURE'S, SUCH AS CATCH $AS1NS AND MANHOLES, 11Mb'T LOCATED UTHM A IPAVE= ROADWY OR =nX&( 'SMALL HAVE SOLID *NOMINAL DIMENSIONS 4 4 LOCKING LIDS. ALL DRAINAGE STRUCTURES AS ATED WITH A PERMANENT ® RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCNG LIDS (KCRS 7.05). IKI1 =� 12 +�-.. RAMP TEXTURE DETAIL 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE ST G "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING 3/8" EXPANSION JOINT COUNTY" (KCRS 4" 7.05). FLUSH (NOT TO EXCEED 1/2") 0.02 /FT. 3/8" EXPANSION JOINT (TYP.) ..• 6. ALL DR Y CULVERTS LOCATED WITHIN KINGF- . COUNTY RIGHT-O WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FMN THE EDGE 0E THE DRIVEWAY TO THE 9OTTOW OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE CURB RAMP ALTERNATE 18" (KCRS 7.03(L), DRAWING NO. 2-001). SECTION 7. ROM FOR EROS101114 PROTECTION OF 00ADWY WHERE RE- QUIRED, MUST BE OF QUARRY ROCK, ti TO A DEPTH OF 1 FOOT, THICKENED EDGE TO OF AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-S'/40-707 PASSING; Fib, -SBAEN TP9T CURB RB 2"-4" ROCK/30-40% PASSING; AND 2" MINUS ROCK/10-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(e) DRAWING No. 2-024. CEMENT CONCRETE SIDEWALK AND APPROACH DETAILS Specifications: Size 48" wide by 24" high Material: .125 rrvin. d koni nam Face: Non reffective vinyl or 3 coats outdoor enamel (sprayed) Lettering: sffk screen enamel where possible, or vinyl letters Face Colors: Beige background with teal letters Type Face: Hetvef ca condensed: Title 3"; Sub title 1 1 /2"; Text 1" Border: Outer 'border- 1 /8" distance frorn edge: 1 /4", all text 1 3/4" from border Posts: Pressure treated 4x4, beveled tops 1 1/2" higher than sign face Installation: Secured to chain link fence. Placement: Fact sign in direction of primary visual or physical access. Place at least 6' from perkn+tter of site. Do not block any access road. Do not place within 6' of structural facilities, e.g. manholes, birdcages etc. 48" Stormwater This pond is in our care. ' Storage Runoff is stored and slowly released from ' this pond. This helps prevent `\ Pond downstream flooding and erosion and „ helps improve water quality to Puget 24 Sound. for more information or to report r, littering, vandalism and other problems, call: Department of Natural Resources, Facilities Maintenance at 296-8100 �f F O�e Refer to Tract "A" a Plat of Sunset Meadows CHAIN LINK - t FENCE s. `SECURE SIGN TO ,CHAIN LINK FENCE YK wx 18" tYP v �' , h X " N A u` ;\ Y k F , X J \ i SEE POND SIGN LOCATION ' SHEET 7 PERMANENT SURFACE WATER CONTROL POND SIGN N.T.S. S. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH N.T.S. IINDIYMAL LOT, EXCEPT FOR THOSE LOTS APPI11111111011140 FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONVIIIIIIIIII1110M TO THE FOLLOWING: A) EACH 01 SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ONTHt LOT, SO -AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS L`' 6" AND FOOTING DRAINS, DRIVEWAYS, YARD DRAWS. AIMS ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR 1I1" INTENDED USE. EACH OUTLET NAVE FREE -FLOWING, POSITIVE o TO AN APPROVED STOR~TEft CONVEY S1SW-M OR TO AN- -' 5 APPROVED OUTFALL LOCAT". CO B) OUTLETS ON EACH LOT SHALL BE LOCATED NTH A FIVE -FOOT -HIGH, 2% 4" STAKE MARKED "STORM" OR "DRAIN." THE S"--OUT SHALL EXTEND SLOPE 0.05 FT. ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. /FT. d C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAMN -SPECIFICATIONS Al 4. s0 DESCRIIIIIIIIIED MN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR d e OTTER ACCEPTABLE DETECTION. . ° D) DRAIN AG � M£NTS ARE REQUIRED FOR DRA04AGE SYSTEMS DESIGNED TO CONVEY FLO „ THROUGH IN€ 4MOUAL LOTS. V-6" E) THE APPLICANT/CONTRACTOR IS RESPORSWE FOR C006ONATING THE LOCATIONS OF ALL STUB -OUT COW10EYANCE LINES WITH RESPECT TO UTILITIES NOTE: (e.g.. POWR, GAS, TELEPHONE, TELEVISION). - TOP CURB 0 DRIVEWAYS F) ALL INDIVIDUAL STUB -OUTS MALL BE TELY - OMMNED AND MAIN- CEMENT CONCRETE TAINED BY THE LOT HOME OWNER. VERT. CURB & GUTTER N. T. S. 10' - 0" 0. C. (TYP.) Notice Board Con tion Specifications: NOTICE OF PROPOSED The notice beard shall be constructed with 4' x 4' x 1 /2" pilywrledt, exterior grade, -good sufone side. Professionally prepared plastic b C O N STR 1. T10 N ,permanently affixed to the board are permissible. The notice board . oy ACT+ the information as shown' in the figure and as if4d at pm - the ive-t King County n meeting. Notice boards may be reused but they must be clean and show no Deportment of Development evidence of former wording. & Environmental Services 900 ❑akescli Ave SW 1. Lettering styte:' Helvetica or similar standard typeface. Renton WA 98055-1219 2. Lettering size: Title should be 3" capital letters (NOT11i OF CONSTIRUCT ACTIVITY). lett+l stb bt 2'" Type Action: letters. See illustration above for use of capital and 48" Project No: lowercase letters. Description: Project Completion Date: 3. Lettering; Black (permanent ink or silk-screen) 4. Background Color:- Rite Hours of Construction: 5. Logo: King County emblem, in black King County's Contact Person: - Phone Number: The applicant/developer shall erect the notice board by slightly t' ' 4" x 4" posts 12 to 24 inches into the ground: or structurally attach0l* to an Developer's Contact Person: existing building. Post length sht11 be at least 7 feet above ground. Two 2" x Phone Number: 4" diagonal braces should be nailed to the inside bock of t" posts and st at the ground to provide stability against wind or soft soils conditions if pets ... are less than 24 ` es into the ground. The notice board shed be tiftached to the posts with four lag bolts wastws (3/8-inch diameter and 3" long). Notice Board Location: 48 The notice board shall be located: a) At the midpoint on the site street frontage or as otherwise , by 3�„ DDES staff to maximize visibility. b) At a location 5 feet inside the sheet property Ise; a q structurally attached to an existing building shall be exempt from setback provisions, 'ded that the notice board is located not more tti 5 feet from the property line without approval from DDES staff. c) So that the top 'of +,he notice board is between 7 to 9 feet abow grade. d) So that it is totally visible to pedestrians. Maintenance and Removal of Notice Board: The applicant/developer shall maintain the notice board in good condition throughout the site improvement construction period, which Shi Vxttftd through the time of final _construction approval by King County DDES or its ostti agency or jurisdiction. The notice board sllall be removed within 14 days after final construction approval. Early r I of the notice board may result in enforcement actioli authorized under Kim County Code, Title 23 and may delay final c9rlstruction 24 approval. SEE LOCATION SHEET 4 NOTICE OF CONSTRUCTION ACTIVITY SIGH' N.T.S. 6" MAX. 4" O.C. SPACING 0.75" DtA. 5�7 4"x 4" EQUIVALENT ALL STEEL PARTS MUST BE GALVANIZNOTE: 0.5" GAL1f. OR SPLIT RAIL (TYP.) 6' x 6' EQUIVALENT NON-C S1VE,.r. � SPLIT RAIL (TYP.) E€T BOLTS do NUTS L' ASPHALT COATED (TREATMENT 1 OR BET1" 15" 42" 1' MIN. ENDS TO BE 1LbED TO 0.1I DIA. FRAME CONCRETE `�' 2" MINIMUM oN 6" MINIMUM CLEAR & DRAINAKE MATERIAL A T T SPLITRAIL FENCE DETAIL REV/SOD TO N.T.S. 6' (f,50AR FENCE NOTE: KING COUNTY APPROVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING OCUNTY. 4 EA. 0.2 WELD TO U. /5 DIA. FRAME i - o r 1-m ,c•r rrrL SPACE UNIFORMLY 7" - 9" FOR 30" PIPE TRASH RACK DETAIL �v\N L. p w A S Q � . zI 132 SS/O ExPPRES 9 JAN 2002 STAMP NOT VALID UNLESS SIGNED & DATED 6 -0 MIN. MATCH EXISTING OR 4" CEMENT CONCRETE PROPOSED SURFACE SIDEWALK AND RAMP 12 .1EC 110N A -A NE)TES: 1. FOR CURB AND 911DEVALK J01111i SEE DWG. NO. 3-001. 2. 11111MINSIT1011 RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GR110 * H 1 /2" SPACING. CEMENT' CONCRETE SIDEWALK TRANSITION N. T. S. 0.25" x `; x 5" STRIPS KING COU TY D D. k �d C mpl, tion Date Review Erlym er V a I or n ineer Comple ion Date S SANDERS, P.E. A ro al Date DEVELOPMENT ENGINEER Comments: CONSULTANT REVW TO THE BEST OF MY KNOWLEDGE, THIS PLAN HAS BEEN REWEAED FOR COMPLIANCE WITH KING COUNTY CAS AND 011111101111114ANCES. 0/ NAME DATEPHONE aset� ` FIRM 7. REV. NO. DATE DESCRIPTION DALEY-MORROW-�O�LEiE, INC. CLIENT SCHNEIDER HOMES, INC_ 726 AUBURN WAY NORTH 15510 SOUTHCENTER BLVD., TUKWILA, WA. 9W88 AUBURN, WASHiNGTON 98002 PHONE: (253)333-,200 FAX: (253)333-2206 PHONE No. (206)248-2471 PROJECT SUNSET MEADOWS ENGINEERING -SURVEYING DOTES AND GENERAL DETAILS 4L � LAND PLANNING StzoE-- - --- p o s t e d PT7, DRAWN BY SCALE DRAWING c -- LM�TH AS SHOWN 9634 �DTL 6 SHEET APPROVED M D DATE MAY 25, 2000 JOB# 9 6 3 4 5 OF 1 1 OV40 /Iff 4r P\PROJECT\96345 SUNSET MFADOWS\96341 L0 NT 0) :,'A ,r 'EC._ o,lvve � 8 1'�1✓ LOT I A I L lJ 0001, VOLUME REQUIRED = 30,440 CU. FT. NOTE. VOLUME TO BE PROVIDED = 33,445 TO BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL (OR ADiEt.1UATELY COMPACTED AND CU. FT.. Sgu��7 Vo/u01e 32� 15� STAW L SOILS) FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS AND OTHER ORGANIC Cu. �T. (. .i DE w _ 1NL 7 /�oN/> /}s guiGT %ol4sv4c /ii //b Gu• F�9. iVZ• 7) J EXISTING GRADE POND BERM EMBANKMENTS MUST BE CONSTRUCTED BY EXCAVATIOG A WY" EQUAL TO ' OF U TH£ BERM EMBANKMENT CROSS -SECTIONAL HEIGHT AND WIDTH (EXCEPT ON TILL SOILS WHERE _- i �? �\ THE "KEY" UM DEPTH CAN BE REDUCED TOT T OF EXCAVATION INTO THE TILL). LL� I Y THE BERU EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY Z - DENSN TO IED PROCTOR _METHOD PER (ASW 0-1557y,`1LACED IN 6" LIFTS,_ WITH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE'S 7E~AL MANGLE: A MINIMUM OF 20% SILT AND CLAY, , A MAXIMU 60% SAND, A MAXIMUM \ OF 6M SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. I i _ 12' GRAVEL PAD ® EL. .40' 6 6" THICK 1"-1=-1/2"z = ' 5' BERM CRUSTED ROCK - 0 EL. 365.40 d (� TOP OF POI '%-I 1,Ar - 5' BERM L►' MAX W.S. i EL. 365.00 3------------ -- ® EL. 363.70 - - -- - 365 I N 25 GRAVEL PAD 0 :► 0 EL. 362.70 _ 6" THICK 1 "-1 1 /2" 0.5' SUMP CRUSHED ROCK -- ' WETPON -; 0 EL. 362.70 i E BERM EL.= M2.20 �� .I i - - � 9 EL= 36 - - -- ---- - NATIVE 'I I I -! 1' DEAD N 1' DEAD _ 1' DEAD STORAGE STORA j j STORAGE -: _: I 360 BOTTOM OF BIOSWALEi BOTTOM OF CELL O EL. 358.70 25- +.. N4• - - �aMe. 3(08.92 .. E (NW, �.. ��.��359. r0 (Orii tl _ a - r o .. �� a .. .. .. .. -.. .... .. a a / ..... ...... .... . -. N°'E DETENTION POND / WETPOND PLAN 1. 1' THICK X 7' WIDE X 8' LONG RIPRAP MAX. STONE SIZE 8" SCALE: 1" = 20' x MEDkN STONE SIZE 6' MIN. STONE SIZE 2" TOP OF BERM POND INTO DIVIDING TWO CELLS EL. ffi 365.40 SELF-LOCKING SOLID COVER �• ° .,ROUMV MARKED "DRAIN" a/ RIM- EL.= 367.59 • ''' ° ° � REACH ROD ° PIPE SUPPORT(S 3"Y-090 GM16E 2'-6 BOLTED OR I KDDED 2" IN 1 WON. 16 MAX. n v (TYP.) 3' (MIN.) LONG TOP OF 1 DEAD STORAGE ° ° °° o ° 2 AT MAX. 3' SPACING. MIN. 1 VERT. GRATE EL. = 362.70 ° AL .. SPACE BARS ® 4" O.C. L. = o DET. POND O �1Lf3Ml EL. 3+65 - gip.... 10' MI --+'1 BOTTOM OF POND STAND. GALV. EL. _ 34.70 a. ., N STEEL LADDER/STEPS (TYP.) X iFs t '� FROP-T - LF - 18" T�V`C ^; F - 18" PVC SHEAR GATE (TYP.) ® . Z1714 5' MINIMUM ® �� ® EL. = 365.40 18' THICKNESS 1'/"-4" WASHED OUT TO I C)SVYAELE QUARRY SPACES LAYER R CK CORE CMP TO PVC ADAPTOR 18" CMP o I.E. = 2o 2 I.E. = j�T --- I EL. = 362.70 ° 1' SECTION OF 6 I.E. DI 359.54 7(o "®® PIPE ATTACHED °aoo BY GASKETED NOTES: g BAND TO ALLOW :• CORROSIONSTINT. REMOVAL � LTALPARTS: IZED PIPE PARTS TO HAVE o NOTE: KEY NOT REQUIRED T TREATMENT 1. 2 3/8"0 2. FRAMMFE & LADDER OR STEPS ilRi"�T SO ORIFICE Nf CROSS SECTIOPI X--X A. CLEANOUT GATE IS ASA& FRUM TOP. B. CIL M3-DOWNN SPACE IS CLEAR OF fAXR AND CLEANOUT GATE. ', G .4 A r 4 3. IF METAL QUTLET PIK 011111111111111MCIS T#? A GRAVEL � W CEMENT TI PIPE, OUTLET POE - TO HAVE SMOOTH O.D. EQUAL TO CQMCMtfiE ELEVATION UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL PIPE I.D. LESS 1/4". 4. MULT-0111 iC£ ELBOWS MAY BE LOCATED NTS LOCATION MAY VARY. AS SHOW4 OR ALL ON ONE SIDE OF RISER r (180 sue)\ TO ASSURE LADDER CLEARENCE. „ I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING 1 CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED 13Y ME OR UNDER MY DIRECT SUPERVISION ON THIS o DATE: r EM, OAW 0IR ACE LINE BRACE POST KNUCKLED BRACE P0S7 CORNER POST T POST PULL POST SELVAGE 6"0 OATS VALVE W 6"0 p �,� �P G & VAN.. \�. \� FABRIC BANG � WINIE LINK TENSFaN YNRf � � Q _CHAIN i FABRIC BRW16E RAIL N DACE RAIL STRETCHER BAR BRACE RAIL .. CHAIN LINK FENCE TYPE 4 tl • • NOTES: 1. ALL CONCRETE POST BASES SMALL BE CLASS 3000, 10" M$WUM DIAMETER. 3�g-- LF - 18" PVC_ 74& fry LF - 18" PVC 2. ALL POSTS SHALL BE SPACED AT 10' MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. J�> TO BIOSWALE 3. TOP OR BOTTOM TENSION WIRES SHALL BE PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 4. DETAILS ARE 1115?RATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR POST SELECTION FOR ANY PARTICULAR FENCE TYPE. PLAN �,� M i N• SCALE: 1" = 2' CONTROL STR UCT URE TYPE"' H--54 51 0 SCALE: AS NOTED ' BOTTOM OF CELL 2A BOTTOM OF CELL 2B EL. 358.70 ® EL. 358.70 BIOSWALE SEED MIX PROFILE SECTION A -A PERCENT PERCENT PERCENT SCALE 1" = 20' HORIZ, 2 VERT. RURAL APPLICATION BY WEIOi-iT RU ITY CEIMNATION 370 W Z_- _ _ Ed 370 TALL OR MEADOW FESCUE 68% 98 90 J Lli Z J (FESTUCA ARUNDINACEA, OR FESTUCA ELATIOR) LIJ � SEASIDE/CREEPING BENTGRASS 10% 98 85 w Y =Z EXISTING GRADE Y 3: p (AGROSTIS PALUSTRIS) g Z S_j J LY_ W = Q MEADOW FOXTAIL 10% 90 80 Q� OACKOF CURB (Ad VP(X`f tiC PRATNFldCiC) W U �- _ ALSIKE CLOVER 6% 98 90 (TRIFOLIU'M H YBRIDUM ) REDTOP 6% 92 85 (AGROSTIS_.ABA) APPLICATION RATE: 120 LBS/ACRE 100 -' R DESIGN WATER SURFACE ROCK CHECK DAM 1' MIN. FREEBOARD 3 (MIN) cv� //� 1COM 1 EL. = 362.70 FLOW 1 B'fflfto 12" ��0�8 8�'PAo °�� ROCK T.3 BE o DEPTH-0.10' 18�� " o KEYED 12" DEEP NOTE: (ROCK CHECK DAMS) SECTION D 0 RIPRAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE N.T.S. WSDQT/APWA STANDARD SPECIFICATIONS. RIPRAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8" SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" PASSING 6" SQUARE SIEVE 40-60% OR MEDIUM STOKE SIZE •6" PASSING 2" SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" BIOFILTRATION SWALE w/ROCK CHECK DAM N.T.S. --12" ROUND SECTION Ct9lICl11EYE CLASS C CONCRETE CLASS C NOTES: 1. FENCE FABRIC SHALL W .SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG TOP EDGE FOR TYPES 4 & 6 CHAIN LINK FENCE INSTALLATIONS. 2. MINfMUM POST LENGTH: TYPES 1 & 3 8'-S- TYPES 4 & 6 5'-6" CHAIN LINK FENCE GA TE N.T.'S. MEMBER BRACE RAIL & TOP RAIL LINE & BRACE POST END, CORNER & PULL POST GATE POST ALL TYPE POSTS ROUND H=COLUMN ROLL FORMED ROUND H-COLUMN ROLL FORMED ROUND ROLL FORMED ROUND I.D. Weight 111 t Weight I.D. Weight Weight Weight I.D. Weight Weight I.D. Weight Pipe Per Foot Size Per Foot Size Per Foot Pipe Per Foot Size Per Foot Size Per Foot Pipe Per Foot Size Per Foot Pipe Per Foot Length (Inches) (Pounds) (Inches) (Pounds) (Inch) (Pounds) (Inches) (Pounds) (tncives)(Pounds) (Inr&es) (Pounds) (Inches) (Pounds) (inches) (Pounds) (inches) (Pounds) 4 1 2.27 1�( x 1 1.35 1,% x 1)j 1.35 1 2.72 1 2.72 1 % x 1.85 2 3.65 3,� x 3,� 5.14 3,� 9.1 5-6" CHAIN LINK FENCE N.T.S. U, Uj ILa IDI 3'-TYPE 1 & 3 2'-TYPE 4 & 6 CONSULTANT REVIEW TO THE BEST OF MY KNOWLEDGE, THIS PLAN HAS BEEN REWEVED FOR COMPLIANCE WITH KING COUNTY CODES AND ORDINANCES. NAME 7 , 204-8182 DATE PHONE CASEY ENGINEERII _ FIRM a� r KING COUJ TY D D v C mple ion Date S•r CJJ Compietior* Octe Review En in r ,, en' r E sneer H. SANDERS, P.E. rov I Date DEVELOPMENT ENGINEER Comments: Z 0 PROFILE SECTION B-B SCALE 1" = 20' HORIZ, 2' VERT. C5 0 EMERGENCY OYIv W. S. EL. = 366.10 -.- - IEL.=386.40 r III- /i//Z /�i��///I-- MAX. DESIGNED WATER SURFACE (W.S.) EL.= .00 1' MIN. DEPTH ROCK (*) RIP RAP SHALL BE IN ACC1111111111111111DAIIIIIIIIINl 9-13,1 OF THE WSOOT/A0WA STANDAM VWICATIOIII RW RAP TO BE REASONABLY WELL WAfDEO VATH ROCK GRADATIONS AS FOLLOWS: MAXIMUM STONE SIZE 8" MEDIUM STONE SIZE 6" MINA STONE SIZE 2" POND 0 VERFL 0 W DETAIL N.T.S. KING COUNTY APPROVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING COUNTY. AfEADOW5\ 96345ENG 1 95 I 714. S.IP SE 032 1 1 I I J 1 0T pI OI O Of O ;-I N 7o _ 12 cm, IE _ .71 I / I AP PX. LOCATION I Q I- '— -- - OF EX. STREET S.E. 282nd WAY LIGHT 105 I 28 -00 101 ev ZONED: KENT 107 p °° I 104 CONS CULV IE I ' IE = 357.10 II O ci ( EX. KEN / �9 109 I FI STA. +5 6.&5' T. / 1 08 I IsII I , / 110 112 10 106 111 113 27 I LL / 10__ j J `� I EX. SAMT Y SEWER STUB S / I` 1 O I Yo / `1j8 � LL 3iLD LOT 40 ° x M e ' --- _ KEN7' C 11;v17'S LINF(T'Cia L`' o_ 376 - 208. ' : LL F.N. CO(JNTY Ll Ifi u_ �p — — — — ' % N W W SER IPE (SEE E T o s ----- -� 1 SE III I ---------- -------3j$- 3 - WA M7C" T PER REC. W o -- - - ----- --- �- - 12 M Li 1 - I ------- I 8 54.4 LF P To EX. WEL HOUSE Mp pi W L ME f�% \ 11a 37 TRACT "B I SEE NOTE 1 THA DON oil oil2s 00 �s 14 r, (�CREATIO PACE BOT. EL. = 3 9.70 1 \ � � EL- 377.0 �. � 1 �J 2 13 \ "I � , T ACT "A" ' EL.= 374.5 IIIIIrr. °-_ MNN• . t 3� �- R/D ACILITIES IN-$ \ \ \ 12.1 (TO BE USED A T .d LL I N� C fYi') I SEDIMENT POND) 1 a ,pj 368 , ��� Tu S0 4 p�b � 174.0 - SIL `FEN � d � F LOOPP RACT C III ENSITIVE AREA o Zw 45,497 sq.ft. \\ UPLAND % / " ) / e l \`\ `------------- ,. i!, o \ \ I EX. HOUSE 10 1 TEMPORAR CONSTRUCTION ENTRANCE 17 - II $ (SEE DET L SHT. 9)uc 2-10 egg y, I ——————-- — — — —— FILTER FABRIC $ 5 00 INLET PROTECTION \ .+ " Ij -- \ -SE€ DTL SHT. g) I --� - — — — _._ .-......_ —.. EX. PA T. CL — — lL_ 3mo \ ` = _ -- \ \ - 3�77.0 MIN. INTERCEPTOR— l \ \ ' EP W/ 2:1 SIDE \ W/ CHECK DAMS (TYP* I1 �� SEE DTL. SHT. 9)\ 6dFC. i \ \ 9 REMOVE OR OVAL OF � •. J .• • • EX. BARN .. I 377.0 MIN. P. SEDIM OND _ \ \ EL 371.5 WIL - -f 24 00 Lyl 8 00 3N _� Sp 0- �' V E = 3775.5 MNi \\ , d�G \ 5 \ O..- 37"" O .� 376 _ e % 6 B..= 373.5 MIMI. \ 3T5 0 U.- 374.5 MM E o c AR I 372 370 CLEARING LIMIT (TYP.) 368I 366ti r PERMANEN WETLAND (SEE DETAIL X NOTE: D NOT INSTALL _ 23 RIPRAP STREAMBED 2 C NOTE: DO NOT INSTALL RIPRAP IN STREAMBED - \ \ .\ N SENSTIVE A (S.A.T.) o (SOOS CREEK W w \ 362 \ *T rowlt & ,N6PE FENCE (TYP.) / i' L I ZONED --- G 364 I I 0EXIST. WELL TO ' ------------ / , WELL REMAIN TOBE PROTECTED LLJ / \"p o --- / ' / I Wo ' 1 ` ----------- _,, — DURING CONSTRUCTION I ------------- S88_45'50"E - '' 292.67' z JI 1 I I W21 ao I c9 I 1 I I L_ w 0 1 w TRACT ' C' 01 Ln 12 cow ' c.b IE_, I SENSITIVE AREA (S.A.T.) o I I (SOOS CREEK WETLAND # 41) 1 I 1 - �� I RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15—FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. , . NOTES: 1. PER CONDITION 13.a, THE EXISTING WELL SHALL BE ABANDONED PER THE REQUIREMENTS OUTLINED IN THE WASHINGTON ADMINISTRATIVE CODE (WAC 173-160). 2. PER CONDITION 13.b, A MINIMUM 100 FOOT RADIUS SHALL BE ADHERED TO SURROUNDING THE WELL. THE RADIUS PROHIBITS STRUCTURES, ANIMAL GRAZING, AND SEPTIC OR SANITARY SEWER LINES. 3. PER CONDITION 14.a.6, THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) FENCE SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED. 4. SEE SHEET 2 FOR STRUCTURE TO BE REMOVED. 5. EXISTING 12" CULVERT AT STATION 23+55 TO BE FILLED AND ABANDONED AFTER INSTALLATION OF 42" CULVERT AT STATION 22+85 IS COMPLETED. SEE CONSTRUCTION SEQUENCE SHEET 9. 6. GRADING WITHIN LOT AREAS SHALL ENSURE THAT RUNOFF FROM LOTS IS DIRECTED TO THE PERMANENT STORM CONVEYANCE SYSTEM AND TRACT 'A' POND. SEASONAL CLEARING RESTRICTIONS: 1. CLEARING AND GRADING SHALL NOT BE PERMITTED BETWEEN OCTOBER 1 AND MARCH 31. ALL BARE GROUND MUST BE FULLY COVERED OR REVEGETATED BETWEEN THESE DATES. KING CO TY D.D. fjj Re ew ngine Co p e ion Date ,r A?. Gi Sen r eer Comp etion Date *_0 0 A�ppro ES H. SAN , P.E. al Date DEVELOPMENT ENGINEER Comments: CONSULTANT REVIEW TO THE BEST Of MY KNOWLEDGE, THIS PLAN HAS BEEN REVIEWED FOR COMPLIANCE WITH K#4G COUNTY CODES AND ORDNANCES. Ault 1_ 0 NAME (425) 204-8182 DATE PHONE CASEY ENGINEERING FIRM GRAPHIC SCA.0 50 D 2s � ( IN FEET ) 1 inch = 50 ft. LEGEND PROPOSED EXISTG 'IPRAP PROTECTION O SANITARY SEWER M AUH , ROCK CHECK DAM 0 GUARD POST' — ®— SPLIT RAIL FENCE 3D FIRE HYDRANT ■ CATCH BASIN TYPE I M 'WATER VAL ® CATCH BASIN TYPE II (� UTILITY POLE FILTER FABRIC INLET PROTECTION ❑ Ti`LtPHO E RISER �. CLEARING LIMITS CATCH BASIN SILT FENCE & NGPE FENCE p SIGN SF----" xTREES TO BE REMOVED WELL ABANDONMENT NOTE: 1.) "THE ABANDONMENT/DESTRUCTION OF THE WATER WELL(S) SHALL FOLLOW THE REGULATIONS AS STATED IN WAC CHAPTER 173-160, PARAGRAPH 290-340. THE ABANDONMENT/DESTRUCTION OF THE WATER WELL(S) SHALL ONLY BE PERFORMED BY A LICENSED WATER WELL CONTRACTOR. THE CONTRACTOR SHALL FILL UP A "START CARD" OBTAINED FROM THE ADDRESS BELOW AND RETURN TO THE ADDRESS BELOW AT LEAST 72 HOURS PRIOR TO THE START OF THE WATER WELL(S) ABANDONMENT/DESTRUCTION: WATER WELL INSPECTOR DEPARTMENT OF ECOLOGY— NORTHWEST REGIONAL OFFICE 3190 160th AVENUE S.E. BELLEVUE, WA 98008-5452 TELEPONE: (425) 649-7000 THE CONTRACTOR SHALL RECORD THE PROCEDURES OF THE WATER WELL ABANDONMENT/DESTRUCTION AND REPORT TO THE ADDRESS ABOVE AFTER THE ABANDONMENT." NOTE: KING COUNTY APPROVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING COUNTY. REV. NO. DATE DESCRIPTION APPROVED DALEY—MORROW—POBLETE, INC. CLIENT SCHNEIDER HOMES, INC. WA �F'" � 726 AUBURN WAY NORTH 6510 SOUTHCENTER BLVD., TUKWILA, WA. of AUBURN, WASH NGTON 98002 PHONE: (253)333-2200 FAX: (253)333-2206 - PHONE No. (206)2 , -2471 z PROJECT SUNSET MEADOW% 132 � ci /ONq L E — ENGINEERING SURVEYING ILL) LAND PLANNING T.E.S.C. AND TREE RETENTI0I4 PLAN EXPIRES 9 JAN 2002 incorpo.rotad P27S2,w(q 0~'1a.,« SpILE 1" = 50, DRAWING 96345ENG SHEET-8- APPROvm MD DATE MAY 25, 2000 JOB/` 96345 OF_-_11__- STAMP NOT VALID UNLESS SIGNED &DATED 404940 • W C\PROJECT\96345 SUNSET ME4DOWS\96345E EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS ERMON AND SEDI A (ESC) PLAN DOES NOT TITUTE AN APPROVAL 0 ANENT ROAD OR DRAINAGE DESIGN (E. E AND LOCATION Of ROADS, PIPES, RESTRICTORS, CHANNELS, TION FACILITIES, UTILITIES, ETC.), 2. THE IMPLEMENiTATICIN OF THESE ESC PLANS A0100 TTIE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPQRAOING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APP'LICANI'I'J'ESC SUPERVISCIR UNTIL ALL CON Slf& CiM 15 _ 3. THE BOUNDARIES OF THE CLEARING LIMITS ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTI2UCTI+ON PERiob, NO DISTURBANCE BEYOND THE CLEANIG LIMITS SHALL BE PERMITTED. THE CLEARRNG LIMITS SHALL BE M BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.' 4. THE E JACILITIES SHOWN ON Tt" MUST I CONSTRUCTED PRIOR TOONJUNCTION WITH ALL CLE G AND GRADING SO AS TO ENSURETHE TRANSPORT OF SE T TO SURFACE WATERS, DRAINAGE SS, AND. ADJACENT PROPERT#EES 1S MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED StIt 0ONDIRONS., DURING THE T"41 PERIOD, THESE ESC FAOCIUT ES UPGRADED AS NEEDED FOR UNIEXPECIM S 't"5. 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 DAILY BY THEAPPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DUR94G THE NET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY AAWN (MAY 1 TO SEPT. 30). A. 7. ANY A EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL N -•MIiE DISTURBED FOR TWO DAYS THE WET SEASON OR SEVEN DAYS OUR04G THE DRY SEASON S AA:L BE IMMEDIATELY STABILIZED WITH THE APPROWD ESC METffODS (E.G., 'SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDM ESC MEASURES NOT OT WQM*M 101"ATE ATTENTION SHALL BE ADDRESSED WITHIN FWWN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A OF ONCE A MONTH OR WITHM FORTY-UGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TOK SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE VK" A . ! . ALL CATCH BASINS AND LINES SHALL BE CLE PRIOR TO PAVING. THE CLEANING TION SHALL NOT FLUSH SENT -LADEN WATER INTO THE DOWNSTREA%CE TEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND SHALL BE WSTALLED AT THE IEGINNft OF CONSTRUCTION AND MAATANED FOR THE DURATION OF THE PROJECT. A0 1 MEASURES, SUCH AS WASH RANI:, MAY K MEOLM1110 TO ENSURE INAT ALL PAVW AMEAS ARE KEPT CLEAN FOR THE DURA'IM OF CT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES ARID SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN tWILTRATON SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE I TTOM AND SIRES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OFTHE PERMANENT FACILITY. 13. WHERE W MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL Bi= fED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGIIIII8W OF THE MET 'SEA (-OCL 1), ALL DISTURBED AREAS SHALL BE MREVIEWEA . TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WOMR RAINS. DISTURKD AREAS 9E SEEDED WxT#M ONE MIEEMK Of TW W600M 41111F THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO bt - DED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUNMITWED TO THE DDES INSPECTOR. THE DOES INSPECTOR CAN REQUITE SEEDIiNG OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FAILITfES. w, CONSTRUCTION SEQUENCE 1. PRE -CONFLICTION MEETING. AN UPDATED H.P.A. PERMIT IS REQUIRED DURING THE -CONSTRUCTION MEETING. 2. INSTALL SILT FENCE, NGPE FENCE AND CONSTRUCTION ENTRANCE. 3. INSTALL REAP PlMnCDM AT OUTLET OF 12* S 24" CULVERT ACROSS 132ND AVE. S.E. SEE SHT. 10. 4. PUMP WATER FROM STREAM TO 12" CULVERT AT STATION 23+55. 5. INSTALL CS No. 17 do EXTEND 24" CULVERT TO STREAM. (STOP PUMPING WHEN 24" CULVERT IS FUNCTIONAL) 6. INSTALL REMAINIHIG CONVEYANCE F#jWTXS ALONG 13M AVE. S.E. UP TO THE P""POSED BIOSWALE. PROVIDE C8 PROTECTION. 7. CONSTRU�� IINOSWALE do STABILIZE IMMEDIATELY. 8. UPON STABILIZATION OF BI CONSTRMT TEWORARY SEDIMENT POND. 9. CLEAR AN GRADE SFTE. 10. STABILIZE ALL DISTURBED AREAS OUTSIDE OF R.O.W. 11, INSTALL UTILITIES AND PROVIDE CB PROTECTION. 12. FINISH GRADE AND PAVE ROADS. 13. STABILIZE ALL DISTURBED AREAS. 14. FLUSW M DRAINAGE PIPES. 15. UPON St STABILIZATION, CONSTRUCT STABILIZE IMMEDIATELY. JOINTS IN FILTER FABW 9fALL BE SPLICED AT POSTS. USE STAPLE I,. WIRE RINGS, OR 2"x2" BY 14 Ga. WIRE C" EQUIVALENT, IF STA VAI STRENGTH FABRIC USED FILTER 6' AMMM _MINIMUM 4"x4" TRENCH - / BACKFILL TRENCH WITH POST ACING MAY BE CREASED NATIVE SOIL OR 3/4"-1.5" TO 8' IF WIRE BACKING IS USED WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, , OR EQUIVALENT NOTE: FILTER FABRIC FENCES ICE INSTALLED ALONG CONTOUR JE_R POSSIBLE aUM4184MKX STANDARCIS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS' ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND a ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF MS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULYkAVWET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE with LINEAR TRENCH N. f.S. TOP 2 STRANDS TO BE WRAPPED AT APPROX. 45' ANGLE WITH YELLOW FLAGGING - FLAGGfNG TO BE FIRMLY TEE SHAPED METAL FENCE POST TIED AT EACH POST 3 STRANDS - 16 GOA0E WIRE 12' MAX. (TYPICAL) r0.5' Ta l 1. 5' 1. 5' NATIVE GROWTH PROTECTION EASEMENT (NGP-lr:,7/1 FENCE N.T.S. PUBLIC RIGHT-OF-WAY r 7 `�\'�i\\\�✓,,fir EAST. GROUND EXIST. GROUND co .. Z < �\ rowcr Of R*i, 12" MININIMUM 1"�;GEOTEXTILE EXIST. PVM'T. �1 Z O C4 0 < �U F- W N Z Z 0 L'i V) < QlOf � O� AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R.O.W. PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTR BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. X > w a. 16. REMOVE REMAI104G ER AND NTA COIN WA_ MEASURES UPON SITE STABILIZATION. STABILIZED CON `TRIUCTION ENTRANCE ST STRENGTH N.T.S. FILTER FABRIC GRATE 11 CATCH BASIN NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE 10' THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND ROAD 011ERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. /GRADE If MAINTENANCESTA,NDARD� 1�OR AROUND THE FILTER FABRIC PROTECTION SHALL BE RE i LY. SEDIlMIENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 4" MIN. DEPTH ROCK (4" MIN. FACE) 2. ANY T IN, THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED 4NE-THIRD Ll 0„ OF TIME AW&A&E STORAGE. THE FILTER MEDIA FOR THE INSERT SO4ALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINAR014CE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, ROAD CROSSING SWALE CATCH BASIN PROTECTION WILL FAIL SUOOENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. N.T.S. FILTER FABRIC INLET PROTECTION N.T.S. ATTAC POST 5/16 LAG E WASHI CREST OF EMERGENCY SPILLWAY EL.=365.40. RISER PIPE-fPRINCIP MLLWAY) TOP 01 OPEN AT TOP WITH RACK EL.= 40 6, 1V WIDTERMH IN[iT}1 T POLYTHYLENE CAP MAN 1' MIN. EMBANKEMENT COMR'A+CMO . PERFORATED PERVIOUS MATERIAL SUCH AS S POLYETHYLENE DRAINAW GRAVEL OR CLEAN SAND SO4ALL (+ L TUBING, DIAMETER MIN. EL.=364.40T 2" THAANc NOT BE USED �LyAR DEWA ORI � IRONG SHALL COWILY _ WITH ASTM F667 - AASHTO M294 - I.E.=359 76 _ - ._ , : _ 54.4 = z LF - 12" CNPa A 0.59 I.E.=359.38 -� I I r -- -- - DEWATERING _ WIRE -BACKED SILT FENCE. _, _ _; -_ DISCHARGE TO € - ,-'- STAKED HAYBALES WRAPPED ORIFICE _ - , . WITH FILTER FABRIC, OR EQUIVALENT DIVIDER DEWATERIiVG 12"0 CMP RISER ORIFICE 1"W SCHEDULE 40 STEEL STUB TACK WELD CONC4W BASE SEDIMENT POND CROSS-SECTION 1 N.T.S. i' TO GRADE - PRE-1~lMTED PLASTIC SIGN 8'- 4x4 CEDAR OR PRESSURE -TREATED POST SET 3' INTO HOLE WETLAND SIGN INSTALLATION DETAIL N.T.S. 6' z 1' MIN. • FLOW V, 11t /Ili FLOW � - SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY & Iil i I _ + I n I _ I = I ` CLEANED WHENBRI COLLECTED DES = 0.5' - 1EXCEEDS 1/2 OF ITS DEPTH KEY ROCK 5' INTO SWALE 0.25' MIN. NOTE: ROCK SHALL BE 4" MINUS QUARRY ROCK ROCK CHECK [YAM (SIDE VIEW) TEMPORARY ROCK CHECK DAM N.T.S. TOP OF BERM T EL. = 366.40 EL. = 365.40 \ 3 7 1 III 3•. //I� ///� ///� ///��///��///Z If * RIP RAP SHALT. K IN ACCORDANCE 'O i SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WIN ROCK GRADATIONS AS FOLLOWS: MAXIMUM STONE SIZE 8" 0.5' MIN. DEPTH ROCK (*) MEDIUM STONE SIZE 6" MUM STONE SIZE 2" SEDIMENT POND 0 VERFL 0 W DETAIL N -T.S. (TABLE D.4.13) STORMWATER TRACT "LOW -GROW" SEED MIX % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUORA VAR. COMMUTATA OR FESTUCA RUDRA ANNUAL OR PERENNIAL RYE 40 9$ 90 LODUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COL AL BENTGRASS 10 92 85 AGROSTIS ALBA OR AGROSTIS TENUIS WHITE DUTCH CLQVER 10 98 90 TRIFOLIUIVI REPENS APPUCATIOM RATE SMALL BE 120 LBS PER ACRE TEMPORARY EROSION CONTROL SEED MIX TABLE 1EW4ftS 9 JAN 2002 STAMP NOT VALID UNLESS SIGNED & DATED KING COUNTY D.F S. mp tto e Review F76g6leer Seni r ineer AlIc- CompletiotT Date Ap ro al Date J S H. ANDERS, P.E. DEVELOPMENT ENGINEER CONSULTANT REVIEW TO THE BEST OF MY KNOWLEDGE, THIS PLAN HAS BEEN REVIEWED FOR CO1MPLIAPICE NTH KING COUNTY CODES AND ORDINANCES. NAME DATE PHONE � u'SC 9� � 4l�GG/iilq� FIRM NOTE: KING COUNTY APPROVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING OCUNTY. RED/. NO. DATE DESCRIPTION APPROVED DAL Y-MORROW-POBLETE, INC. CLIENT SCHNEIDER HOMES, INC. 726 AUBURN WAY NORTH 6510 SOUTHCENTER BLVD., TUKWILA, WA, 98188 AUBURN, HINGTON 98002 PHONE: (253)333-2200 FAX: (253)333-2206 PHONE No. (206)248-2471 cr ' SUNSET MEADOWS T.E.S.C. DETAILS DRAWN BY LM/JCS SCALE AJ NOTED DRAWING 96345D L APPROVED MD r*ff MAY 25, 2000 JOB# 96345 l:\PROJECT\9634.5 SUNSET OOI D /5 E_ A. F IJhLIINC 370 350 DAMN ALE'/' 345.00 \ x PROVI E RIPRAP PROTE6 ION CT) 0)v � N n . FOR SIDE nSLOPE_ PE INSPECTOR'S DIRECT, MA ' ME M I=, C - TYPE I-" 0 1 0 TI ` STA. 25+38.25, 33.25' LT. _ GRATE = 360.9;R� 83 - - - - - I.E. = 358.-9&9*v1 35-8.63 (S) M�IVI 114 I IVI%J IVI - i -I I- v.._- - NSTRUCTION SEQUENCE SHT. 9) H - ---_._ - - - r -- - --- - - - - - - -- - _ - --- -- --- - - - --.. - - - - - ---- -- -- - --- _ - - -- Z O I { C N ' 1 I M EXIST, G C L f ZI00 EXISTING EDGE PFZ0+`.- PVMT. - LEFT { a Z I z cV f 0 I r , W F•- - 1 i i--------- - :D00 I I �"-- C,O -1 i I �_ 1 + J PFPOSED 7 J NW i N ( �_j I N o FLOWLINE r + I -Q O I F- (0 N V) M j > Q--------------- o A i1 1 1 i ! i i { j 79 Z� 12" DII @ � FROM BIOSWALE -3LF 18" PVC @ $� % XISTING DITCH - LEFT i PVC @ cs•CB NO. 14 - TYPE NEW 42 CMP @ 4.43-7. (SEE DETAIL BELOW) { XI�. 12" CONC. W THROUGH CURB INLET TO BE ABANDONED CB NO. 16 - TYPE IL �B N0. 15 - TYPE I STA. 25+38.25, 33.25' LT. { - ' - 1 SE CONSTRUCTION - STA. 24+33.85 33.25 LT. AT 360.99� ( � � W/ THROUGH CURB INLET GR E Sa I - - -- --.. ------ --- - ---- --- - - - - ------ - - -- - - - - - ---- ___ -- - -- __ i - -- _ - -- - -- -------__- _ - --- f}CE SFFT. 9} STA. 23+54.80, 33.25 LT. GRATE 360.�8 gi 158 (u�) { I I GRATE = 360.z3e± 7z/ I.E. 12" (N) = 358#8 3s7, 99 1 358. 63Cs) i EXIST. 24" CONC. I I.E. = 357.§3 SS I.E. 18" (S) 35_7. 9(l 1 TO !BE ABANDONED. REMOVE E j SECT"S AS REQUIRED A i i 1 rf3 r- 6S M O i- Lo 00 i__ et 0� O co co c0 Q0 co c0 C.0co co 214-00 22+00 23+00 TO BE .DEDICATED 4.5' 6' 2% MIN. 5' WIDE 4" P.C.C. SIDEWALK W/ 4" CRUSHED SURFACING TOP COURSE MIN. DEPTH VERTICAL CURB & GUTTER (TYP.) x x W EX. 60' R/W w 30' 30' 34' 0. 5' 2% MIN. 3" COMPACTED DEPTH 360 CLASS "B" ASPHALT CONC. GRIND PAVEMENT 1.5" MIN. PROVIDE 1.5" MIN. OVERLAY TO ACHIEVE 2% CROSS -SLOPE 4" CLASS "E" ASPHALT CONC. 7" MIN. GRAVEL BASE 350 (BANK RUN GRAVEL) NOTE: SUBGRADE TO BE j COMPACTED TO 95% OF MODIFIED SECTION Tl ON A -A PROCTOR (ASTM D1557) 132ND AVE SE N. T.S. a �O O co (0 co 24+00 132ND A VE SE (Urban Principal Arterial) SCALE: 1" = 3' VERT. 1" = 30' HORIZ. 42" CMP x-RIVERWASH ROCK 357.00 3SG.SS 1. E. = 3-5 UPSTREAM END N.T.S. EX. STREAMBED 357.00 Nei 1. VC PIPE SHALL BE JVR 35 OR THICKER J ND SHALL MEET F MENTS OF ASN034. PVC PIPE SHALL MEET BEDDING M1A RIAL REQUIREMENTS "0F SECTION 9-03 011:' _WSOOTjAPWA I 1 STAgdDARD SPECIFICATIONS. j 2. !ALL CATCH BASINS HALL HAVE LOCKING LIDS. ij 3. CATCH BASINS 1 - 111 AND 14 SHALL HA�E VANED GRATES. I_ O c0 O Et DO O N Ad O rq r�-1 t� n 25+00 26+00 27+00 42" CMP RIVERWA`. 357.00 73 o I.E. = 36 356,3,5 NEW -_tf� LF CMP @ -8--1-7j-% COUNTERSUNK 0.277p DOWNSTREAM END PAVEMENT EX. 24" CULVERT TO BE FILLED N.T.S. & ABANDONED. REMOVE SECTIONS EX. STREAMBED AS REQUIRED 356.36 I.E. _ 5- \-,R'IPRAP PROTECTION FOR SIDE SLOPE 0 N0 INSTALL IN STREAMBED) NEW RIVERWASH ROCK' NOTE: UPDATED H.P.A. REQUIRED AT THE PRE- SURFACE @ 0.91% SLOPE CONSTRUCTION MEETING. 42" CMP CULVERT DETAIL SCALE: 1" 10' HORIZ. 1" = 10' VERT. N 00 O_u �17 mX x '- � O O r D 0nlI r f4 UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: GRAPHIC SCALE �• 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 ■ CEMENT CONCRETE SIDEWALK TRANSITION (SEE DETAIL SHT. 6) EX. UTILITY POLE TO BE RELOCATED BEHIND NEW SIDEWALK BY OTHERS. (COORDINATE WITH P.S.E.) QPAVEMENT MARKING TO DELINEATE BIKE LANE Q4 NEW FOGLINE. 4" WIDE WHITE FOGLINE (MAT'L PER KING COUNTY STDS.) �5 TYPE III BARRICADE (SEE DETAIL). BOLTS: 2 PER JOINT 1/2"x 3" LAG SCREWS GALV. \ BOARDS: 4' MIN. 8"x 1" or 12"z 1" 0 ry Air 45 (D N 1 Ln I I I 1 II 6» I I I I I I N I i1"___ POSTS: 4"x 6" MIN. LJ LJ LJ PRESSURE TREATED OR CEDAR PAINTED WHITE STRIPE NOTES: RED & WHITE REFLECTORIZED SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFF1C WILL PASS SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH DIRECTIONS WIDTH f" EXCEPT 3" IF RAILS ARE LESS THAN 3' LONG SEE SECTION 5.07 KCRS AND MUTCD SECTION 6C-8 TYPE III BARRICADE N.T.S. ASPHALT CONCRETE CLASS B (3" MN.) REPLACEMENT PATCH TO BE _\ 1" THICKER, THAN PREVIOUSLY EXISTED. EXIST. ASPHALT CONCRETE -i' FINAL JOINT MUST BE SAW CUT © 0 0 0 0 6" MIN. COMPACTED CRUSHED 0 0 0 0 0 SURFACING TOP COURSE o 0 o 0 0 0 0 o p �� ® O p 0 ©O O COMPACTED CRUSHED 0 00 0 0 0 ROCK BACKFILL o 0 0 0 0 0 0 0 0 0 0 NOTE: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED EACH DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER. 2. ALL JOINTS BETWEEN THE NEW & EXIST. ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION. 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. 4. ALL A.C. JOINTS SHALL BE SEALED W/AR400 SEALER W/ SAND BLANKET. PAVEMENT PATCHING DETAIL N.T.S. NOTE: KING COUNTY APPROVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING COUNTY. KING COU TY D.D vCm*pItIon Date Engi er Senior ngineer Completi n Date - I, ES H. ANDERS, P.E. Ap rov I Date DEVELOPMENT ENGINEER Comments: CONSULTANT REVIEW TO THE BEST OF MY KNOWLEDGE, THIS PLAN HAS BEEN REVIEWED FOR COMPLIANCE WITH KING COUNTY CODES AND ORDINANCES. §jC& NAME �S'ZG�Z✓C (425) 204-8182 DATE PHONE CASEY ENGINEERING FIRM o I- �� D/40 o . -# 0,)ECT\96345 SUNSET ME4DOWS\96345E 107 \� I v10 4 12' CONC CULL IE = 357.10 20 I 0' I EK. KEN 10 9 � STA. : 6.65' T. , 10 � i I. (EX. ; 110 11 106 111 113 z' �' 10 LIGHTING SCHED ULE STREET STREET LAMP AVERAGE REQUIRED LUMINAIRE LIGHT DAVIT SP ' CLASSIFICATION WIDTH WATTAGE MAINTAINED UNIFORMITY MOUNTING PATTERN ARM A DURN) FOOT- RATIO HEIGHT LENGTH CANDLE U AN PRINCIPAL ARTERIAL 56 FT. 400 1.4 3 TO 1 35 FT. M-C 111 12 FT. 190 FT. LOCAL RESIDENTIAL 28 FT. 100 0.4 6 TO 1 30 FT. IM-C 111 8 FT. 185 FT. / 10� o Ex. SANITARY STllf� �(/ / I �- co SEE AUBURN DESIGN AND CONSTRUCTION STANDARDS, SECTIONS 3.10.3, P. 80 3.10.11, P. 82.... IX -- — > 7.• _ I F.H.r — - NOTES: W •�.�� 0 0 RR.00ATD w w STA. 26+13.15, 41' L.T. ; , 1 1. PSE WILL REQUIRE METERING OF ILLUMINATION SYSTEMS STARTING JUNE 1, 1999. THIS _ _ _ _ _ _ _ _ _ I \ / w I w - w o REQUIREMENT WILL NECESSITATE A NEW SERVICE CABINET DETAIL WITH METER AND SPECIFICATIONS - -1- - - - - - - - - - �` - WADER LINE----- E VT R RAC._ 0.1 8807060271 - JUNCTION. eaX _ X 11- STREET LIGHT A-1 JUNCTION BOX --g \ STA. 8+01.23, 21 LT. �� I I ---- ----- ;;_ w 2. ENGINEER WILL DETERMINE HOW MANY STREET LIGHTS ARECONNECTEDTO A PARTICULAR 1- JUNCTION BOX , < ot,1) LOT I. , ���--- ------ --- �� I x . J r� CIRCUIT AND SPECIFY THE ADDITIONAL NUMBER OF LIGHTS THATMAY BE ADDED TO THE CIRCUIT. RIGID H I' -DIPPED GALVANIZED �INE(p) i TEEL CONDUIT UNDER �� \ \ \ 16 / TRACT °B° a,a fi I 2f> 00 RECREATIONAL SPACE I Lorit I i i , i C NNECT TO 3. THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE SUNSET MEADOWS HOME OWNER'S ROADWAY t`TYP.) �\ `\\ \ 14 \ I i + I I I I 3 EEC. U.P. ASSOCIATION UNTIL SUCH TIME AS THE SUBDIVISION IS ANNEXED INTO THE CITY OF AUBURN. , 13 I 12 2" DIA. PVC CONDO T 15 - ./"r + i I I I i I ID, T PAD GALVANIZED SCHEDULE 40 (TYP.) STA. 6 01.51, 21.5 RT. I i i 1 i I IT TYP.) UNDER \ 1- STREET LIGHT I I R/Li F C I i I I I • '_ I I I I I I i I I AD Y FROM J-BOX TO OLD LOT I� \ 1 JUNCTION BOX \ I I I I I I I H C INE . I I \ I I 25 4.9 41' L I IcT i I ncn -7w 1), cnr ".'. I ,. UNC I �. 120/240 VAC. 1 PHASE, 3 q e WWW- PtWO DIETER BASE ELECTfX �! (")CELL R MAIN II T -; TEST ' O �� \ \ `\ �( � \``` \ _ •\ i — _ -- ! _.�0' S. 282 ST. w '—SIGNAL CON 0' a u — \ 8� LTG RIGID H -DIPPED GALV% E �► o�� MB LOC + _o fir-- • _ ..'3"'-' / i �� - I r+- --- •„ \ EEL CONDUIT UN � r o � \ � � N ,• . : ' W B LOcM ION OLD NB � — Y u "\ \ \ mo 11 ROADWAY (TY ) \ _ _ - - —� - 2i.3 LT. I' CD \ STA. 0+58. 6, L, t �\\ �\ 10 / \ 1— S EET LIGHT I ot-D tot` 1 1- JUN TION BOX biI I j ­ Ti a - ,A� �� \ �� �� \ \ � \ . .: � \ STA. 24+3\5.83, 41' LT. cn 21 ' 2 2 9 \ 1- JU CTION BOX 2 I � 12�• WIRING SCHEVATIC 3 \ ,�, I Cv 2 \ (✓/ I I -�----DEADFRONT A C\ 6 \ , ,__--2 DIA. PVC CONDUIT E 1 " C ` \ U,`�� \\ \\ �/ /� SCHEDULE 40 (TYP.) t I /��\\ o� \ �� 0J \ \ SERVICE CABINET SERIES 4 7 70 0 -A 1 ���r�i \ \ \\\ \\ N.T.S. A 0A/ 10, o I I COMPONENT SCHEDULE: �.\ / � /x \\ r��o ��` f X Z \('V"/{���'.V'jII I 1. METERBASE: 100 AMP, 4 JAW, AW #121314, (WITH BYPASS \ \`` 10 \\\ ��\ xi \��// ��� ,- I I �3 1 I BLOCKS) (CONTRACTOR TO VERIFY WITH SERVING UTILITY) N TRACT C' 2. PANELBOARD: 120/240VAC, 100 AMP, 1 PHASE, 3 MIRE, \ 7 COPPER BUS WESTINGHOUSE BAB BOLT -ON BREAKERS: - • `\0Y�, \.�\ `. Qf=AICZITIVF AREA (.(:Z A T ) '�� �� .�/ cTe � . in I 1 - 1 nn /o UAW BOUNDARY 1 w) / \\ UPLAND ----- ' fi 'rICI,R , FIRE HYDRANT OR UTILITY POLE 5' MIN. + ` + ((( + Jv/ I Jlvlvfil aRflivC.n 15/1 CONTROL CKT BRANCH 3. CONTRACTOR: 00WING RATED, 2 POLE, 120 VAC COIL, TE/GOULD #2200EB320AA _ I 1 - REQUIRED - - - - - - 4. PHOTO ELECTRIC CELL: 1 VA, 120 VAC, ALR #SST-IES `` I .-' �% a. II 22 00 (PER WSDOT SPEC) S I -' / ,/ o EXIST. WELL I I I TO REMAIN © I ► o I 5. PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC �' ``. "� �i; __:--�-------�' / ;' ""� • III w , 6. GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20 A AL m \ ``------------- _------ CABINET: NEMA 3R, PADMOUNT, # 12 GA PPEGALVANiZED STEEL CONSTRUCTION 2 SCREENED AND ETED VENTS 3030' DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) PADLOCKABLE ST ESS 'STfEL VAULT HANDLE & 3 POINT LATCH POLISHED WIRE GLASS WINDOW IN METER DOOR i a I CLOSED CELL NEOPRRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE F1 IDE I n I SIDEWALK NEXT TO "I' CAL CURB � lfl' MVN. 50' MIN. 1j J a LUWNAIRE 15' MIN. PLANTING STRIP 50' MIN. NOTE 1. PLAN NOTES: 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, COMPATIWITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANT 'S ARE APPROVED: '&:40. i rTAOICE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VOMAL CUR@ SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT Sii3t`WALK TRAFFIC. C. IN QW OF FLACK —OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET tN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. --VERTICAL CURB LINE AT INTERSECTION STREET TREE STANDARDS (KCI?S DWG NO. 5 — 0 0 9 ) N.TS- STREET TREE PLANTING SCHEDULE: RED SUNSET MAPLE, 40' O.C. 0 2 1,/2" CAL. 10140 PARKING THIS SIDE" SIGN STOW SIGN & STREET NAME SIGNS RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 99-0015 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: _a ' -5 Y DATE APPROVED: 1p GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft NOTE: STREET TREES ALONG S.E. 282nd ST. OPTIONAL. NOTE: KING COUNTY APPROVAL OF THIS PLAN SET IS FOR WORK ONLY WITHIN KING COUNTY. v\N L DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH 0 Ski Fes: AUBURN, WASH04GTON 98002 PHONE: (253)333-2200 FAX: (253)333-2206 1325 � PAN / c Q AL incorporated EXPIRES 9 JAN 2002 STAMP NOT VALID UNLESS SIGNED & DATED 11 KING COUNTY D.D. . AvwIono / Co plleti Date ,.s Rev' w E��ngi /�er C,o _- _ 5rni6,r eer C:ompletlon Dc-te ,I Am 0 JAII14VVH. ANDERS, P.E. Ap rov I Date -IWWLOPMENT ENGINEER Comments: REV. N0. DATE I DESCRIPTION APPROVED CLIENT SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., TUKWiLA, Will.°I1 PHONE No. (206)248-2471 PROJECT f SUNSET MEADOWS ENGINEERING — SURVEYING STREET TREE PLAN, LIGHTING PLAN, LAND PLANNING AND SIGNAGE PLAN 276 DRANN.49r L*/-JCS 1 "=40. DRAWING 9634*w 5 mw P2 av6T APPROVED MD DAIE MAY 25, 2000 96345 1