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Home My WebLink AboutLUA-08-081_Large Formatpair to match existing move invasive non-native plants lark area OF I #1 >.15 CLASS 2 STREAM IE~102.24-12· IE~102.24-12· (8)POWER EASEMENT Rite NO. 9404071219 ,-' , ,~-, \,:,! ;,;'j' '.'.~'~'j."- ~~1 ~i1) 0']...0 _____________________ .L-C\~_ ~ ~--~-~----~~,~=~---------------~ ~ -"---------------------'" "'z---------,""·--- IE=110.89 ..... 18 .. N12 N ~ 11 CREEK EASEMENT REC. NO. 7201040324 CTR. CHI<L C,"",.27 39,363 SF STREAM BUFFER ENHANCEMENT • ,.,. _, _ i, _. .t~ RIM~l 1[=113.89 .... 12" N12 IE~113.89-12" N12 I PVC .... w ~z @". RIM=1 CTR. CHNL~ll FINISHED FLOOR ELEVATION=118.34 NEW LIFE CHURCH FINISHEO FLOOR ELEVATION==1.30.27 SDC8 RIM=129.68 !"',.::A~~-*::127.5'5-12" N12 E .53-12" N12 W 27.68 ..... 8" PVC S • • • • • WETLANDC CATEGORY2 15 SENSITIVE AREA EASEMENT REC. NO. 20010726002144 o 30 60 90 120 SCALE: 1" = 60' fEB11 2010 Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2, Covington, Wa 98032 253-859-0515 Fax 253-852-4732 (f) Z o (f) 2J 0::: <J<J<J<J Job No. 99-101 Design ed by: ES CML Drawn by: Checked by: Date: Jan 21,2010 SHEET W-l OF W-3 'UJ) -Repair to match existing -Remove invasive non-native plants in work area • • SMALL WO(1)Y-..... DEBRIS (TYP.) W-A33 o o 0 o < __ _ '-.:::..J \ - - - 0\ @ rc\\ ~I @O \ o ° \ 1 1 1 01 '-.:::..J 1 1 0\ I I @/ I J J ~I ~ I I all 0°0 @/ o / / / ( I I ~"'--I G (]) 0/ o 0,-\/ v' , / I I W-A32 " \ \ 1 -_: \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ " " " -- o 15 30 45 60 SCALE: 1" = 30' QNTY TREES 0 25 18 (]) .. @ 24 '-' 0 25 14 0 l~ • 4 ... 8 \ 90 Cut & remove burfap from top 112 of ball (burfap to be rottable) PLANTING LIST PLANT NAME SIZE SPACING Big Leaf Maple 2 gal. as shown Acer macrophyllum Sitka Spruce 2 gal. as shown Picea sitchensis Douglas Fir Pseudotsuga menziesii 2 gal. as shown Black Cottonwood 2ga/. as shown Populus tremuloides Western Red Cedar 2 gal. as shown Thuja plicata SNAG Habitat features to be 20' length (min.) and 12" diameter (min.) Preferred species Red Cedar wlbranches intact LARGE WOODY DEBRIS (TYP.) 16' length (min.) 17" diam.( min.) Preferred species Red Cedar wlbranches intact SMALL WOODY DEBRIS (TYP.) 7' length (min.) 4" diam.( min.) Top soil & ferfilizer 6" berm (Iyp.) Finish 2112" min. Mulch or sterile straw for spring planting, wood chips for fall planling. Cut & remove burlap from top 1120fball (burlap 10 be rottable) 2 x root ball (min.) berm (typ.) Finish 2112" min. Mulch or sterile straw for spring planting, \ wood chips for fall , planting. \ Top soil & ferlilizer \ 12" MIN. ~ -co '" Balled & burlapped or conlainierized plant as specified. Cui & remove burlap from top 112 of ball (burfap to be rottable) 4' MIN. SNAG TREE FINISHED GRADE 112" min. Mulch or sterile straw for spring planting, wood chips for fall planting. Finish Top soil & fer/ilizer CONIFEROUS TREE PLANTING DETAIL TREE PLANTING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE REVISIONS Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2, Covington. Wa 98032 253-859-0515 Fax 253-852-4732 NOT TO SCALE ! \ NOT TO SCALE NEW LIFE CHURCH -169 IMPROVEMENTS FINAL MITIGA TlON PLAN fEB112010 Job No. 99-101 ES Designed by. --- Drawn by: AW Checked by. __ _ Date: Jan. 21, 2010 SHEET OF W-2 W-3 1.0 MITIGATION CONCEPT AND GOALS L1 MITIGATION CONCEPT The proposed project is the expansion ofSR 169 per the City's requirements, For expansion of the highway, the project will enhance the opposite adjacent buffer of Madsen Creek with native tree and shrub plantings, In addition, habitat features will be installed along the strcam to providc greater ecological benefit. The mitigation area will be monitored five times over a fivc-ycar pcriod as required by the City, 1.2,0 MITIGATION GOALS L2J Enhance 39,363 sf of stream buffer through non-native invasive vegetation removal and replanting with native plantings and habitat features, 2,0 CONSTRUCTION SEQUENCE The construction sequence of this project will be implemented as foHows: 2,1 Pre-construction meeting 22 Plant material installation 2.3 Construction inspection 2 A Agency approval 2.5 Monitoring inspection and reporting 2,6 Project completion 2, I Pre-construction Meeting A pre-construction meeting will be held on-site prior to commencement of construction, to include the Owner's biologist, the contractor, the Owner and lhe WDFW Biologist and the City Biologist The approved plans and specifications will be reviewed to ensure that all parties in vol ved understand the intent of the construction documents, specifications, site environmcntal constraints, sequences, and inspection requirements, 2,2 Plant Material Installation All weedy non-native material including Himalayan blackberry will be removed by hand from the enhancement areas, All plant material will be planted by hand per detail and Construction and Planting Notes, The Mitigation Plan specifies the required size, species, quantity, and location of plant materials to be installed, The contractor will rc-sccd or over-seed all hydroseeded areas disturbed during the planting process, Plant substitutions or modifications to locations shall be approved in writing, by the Owner's biologist prior to installation, 23 Construction Inspection Upon completion of installation, the Owner's biologist will conduct an inspection to confirm proper implementation of the Mitigation Plan, Any corrections, substitutions or missing itcms will be identified in a "punch list", Items of particular importance will be soils in pits, pit size, plant species, plant size, mulch around pits, and tree staking, Upon completion ofplantirlg, if installation or materials vary significantly from the Mitigation Plan, the contractor will submit a reproducible "as-built" drawing to the Owner, 2.4 Agency Approval following acceptance ofthc installation by the Owner's biologist, a letter will be prepared to the City Biologist requesting approval of the installation, 2.5 Monitoring Inspection and Reporting The monitoring program will begin in the first growing season (approximately one year) foHowing installation approval by the City Biologist The subsequent monitoring inspections will be conducted in accordance with the approved Monitoring Program, .", . -,. 'i'; , :'"-';;:- 2,6 Project Completion If, after the final year of monitoring, the project has satisfied the objectives and goals of the approved Mitigation Plan, the Owner's biologist will prepare a letter to the City requesting final approval & closure of the mitigation plan, 3,1 SITE PREPARATION 3,1,1 The Landscape Contractor will hand grub all blackberry varieties and English ivy (if any) as specified in Section 4,13 of the plan, Weed debris will be disposed of off site, 3.2 PLANT AND HABlT AT MATERIALS 32, I All plant materials will be as specified in the plant schedule, Only vigorous plants free of defects, diseases and infestation are acceptable for installation, 3.22 All plant materials will conform to the standards and size requirements of ANSI Z60J "American Standard for Nursery Stock", All plant materials will be nati ve to the Puget Sound Rcgion, Plant materials will be propagated from native stock; no cultivars or horticultural varieties will bc allowed, All plant materials will be grown from nursery stock unless otherwise approved, 3.2.3 All nursery grown plant materials will be in containers or balled and burlapped, Bare root plantings will be subj ect to approvaL 3.2,4 All plant materials storcd on-site longer than two (2) weeks will be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materials temporarily stored will be subject to inspection and approval prior to installation, 3,2.5 Substitution requests must be submitted in writing to the Owner and approved by the Owner's biologist in writing prior to delivery to site, 3.2,6 All plant materials wiH be dug, packed, transported and handled with care to ensure protection from injury, All plant materials to be stored on site more than 24 hours will be heeled into topsoil or sawdust Precautionary measures shall be taken to ensure plant materials do not dry out before planting, Plants will be shaded and saturated until time of installation, Immediately after installation the mitigation planting area will be saturated to avoid capillary stress, 3,2,7 The contractor will verify all plant materials, the quantities shown on the planting plan, and the plant schedule, The quantity of plant materials shown on thc plan takes precedent over the quantity on the plant list 3.3 PLANT MATERIAL INSTALLATION 33,1 All plant and habitat materials must be inspected prior to installation to vcrify conformance of the matcrials with the plant schedule including size, quality and quantity, Any plant or habitat materials deemed unsatisfactory will be rejected, 3.32 All plant materials delivered and accepted should be planted immediately, following installation of the habitat features depicted on the plan, Plant materials not planted within 24 hours will be heeled-in per note 3J.3 All planting pits will be circular with vertical sides, and will be sized per detail on the mitigation plan and fillcd with pit soils approved by the Owner's biologist If native soils are determined to be unacceptable by the Owner's biologist, pit soils will be amended with Cedar Grove mulch or equivalent '- 3JA No fertilizers will be used within the mitigation area, In buffer areas only, install "Agriform", or equal plafit fertilizer to all planting pits as specified by manufacturer. Fertilizers are allowed only below grade in the planting pits in the bllffer areas, No sewage sludge fertilizer ("SteerCo" or "Growco") is allowed in the mitigation area, 3.3.5 All containcrized plant materials will be removed from thcir containers carcfully to prevent damage to JIle plant and its roots, Plants removed from their containers will be planted immediately, 3.3,6 All plant materials will be placed as shown on the approved mitigation plan, If the final installation varies from the approved mitigation plan, the contractor will provide a reproducible mylar as-built of the installed conditions, All plant material will be flagged by the contractor. 3.3,7 All conifer trees will bc stakcd per the detail on the mitigation plan, AH dcciduous trees 1" caliper and larger will bc staked per the detail on the mitigation plan, Remove tree staking and guy wires from all trees aiter one year. Cut guy wires away from trees and remove wire and tree stakes from site, 3,4 PLANTING SCHEDULE AND WARRANTY 3,4,1 A fall-winter installation schedule (October 1st -March 15th) is preferred for lower mortality rates of new plantings, If plant installation occurs during thc spring or summer (March 15th -Oct 1st) thc plantings will be irrigated by hand, with water from a watering truck, for 15 minutes every day until fall rains can provide adequate moisture to support plant materials, 3,42 The installer will warrant all plant materials to remain healthy and alive for a period of one year after final acceptance, The instaHer will replace all dead or unhealthy plant materials per the approved plans and specifications, 3.5 SITE CONDITIONS 3.5,1 The installer will coordinate with the Owner and the Owner's biologist for construction scheduling, 3.5.2 All plant material wi11 be plantcd with suitable soils per planting details, Soils from planting holes will be spread and smoothed across the mitigation area, 4,0 MAINTENANCE PROGRAM INTRODUCTION This maintenance program outlines the program, procedures and goals for maintenance at the mitigation site, This maintenance program will be the responsibility of the project owner through the duration of its ownership of the mitigation area, or throughout the duration of the monitoring period, whichever is longer. The maintenance contractor will complete the work as outlined below, 4,1 MAINTENANCE WORK SCOPE 4,\'\ The primary goals of the mitigation plan are to enhance the stream buffer areas, To accomplish this goal, Hormal landscaping methods must be modified to include: a, No mowing or trimming of ground cover or vegetation in the mitigation area except for control of reed Cal!(lry grass and other tall growing grasses in and around plantings, Reed canary grass as well as othcr tall grasses such as fescue, quackgrass etc, shall be cut away from base of installed plant to avoid overgrowth of the native planting, Alternatively, a water permeable fabric or cardboard disk 12"-18" in diameter may be placed around base of plant to block tall grass growth from competing with planting, b, No placement of fertilizers in the mitigation area, c, No placemcnt of bark mulch or equivalent in thc mitigation area, except as noted in thcplaIitifig'd~tails, d, No placement of grass clippings, landscape debris, fin or ornamental plant materials in the mitigation area, 4, I ,2 Work to be included in each site visit: a, Remove all litter including paper, plastic, bottles, construction debris, yard debris, etc, b, Remove all blackberry varieties and scotch broom within the mitigation area, All debris is to be removed /i'om site and disposed in an approved landfilL c, Repair silt andlor permanent fencing and signage as needed, 4, I J Work to be completed on an annual basis includes: a, Areas containing Himalayan blackberry should be controlled by hand cutting the blackberry and treating the remaining cut stems only with a glyphosphate herbicide such as Roundup or Rodeo, b, Replace dead or failed plant materials, Replacement plantings are to be of same species, size and location as original plantings, Plantings are to be installed during the dormant period, 42 MAINTENANCE SCHEDULE The Owner will conduct all items listed in the Maintenance Work Scope on an annual basis, Additional work may be required per the Monitoring Report and as approved by the City Biologist Additional work may include removal of the grasses around each shrub and tree, installation of wood chips at each shrub and trce base, reseeding the mitigation area, re-staking existing trees and erosion control protection, 43 WATERING REQUIREMENTS 4JJ If plantings are installed within the dormant period throughout the winter months (October through March l5th) watering is not reqnired. 432 If plantings are installed during the summer months (March through October 1st) a temporary irrigation system will be requircd, The temporary irrigation system may be removed after the first year providing the plantings are established and acclimated to on-site conditions per Construction and Plantings Notes Sec, 4,0, 43.3 Irrigation will continue from initiation through October 1st, or between June 1st and Oct I st for any subsequent year. Irrigation, if required, will provide head to head coverage for 15 minutes per day every day, 4,4 CLOSEOUT OF FIVE YEAR MONITORfNG PROGRAM Upon completion ofthe monitoring program and acceptance of the buffer mitigation by the City Biologist, the maintenance of the project will be rcduced to include removal of litter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation, and repair of vandalized areas, 5,0 MITIGATION MONITORING PROGRAM 5,1 SAMPLING METHODOLOGY The enhanced buffer will be monitored five times over a five year period, Monitoring will be conducted using the techniques and procedures described below to quantify the survival, relative health and growth of plant materiaL A monitoring report submitted following each monitoring visit will describe and quantify the status of thc mitigation at that time, 5,1,1 Vegetation The vegetation monitoring consists of inspection of the planted material to determine the health and vigor of the installation, All the planted material in the buffer will be inspected during each monitoring visit to determine the level of survival of the installation, 5.2 STANDARDS OF SUCCESS 1, Evaluation of the success of the mitigation project will be based upon an 100% survival at the end of Year I and 80% survival of all planted woody vegetation at the end of year 5, 2, Volunteer native, non-invasive species will be included as acceptable components of the mitigation, 3. Not more than 10% non-native invasive species within the mitigation arca, 5J CONTINGENCY PLAN A contingency plan can bc implemented ifneccssary, Contingency plans can include regrading, additional plant installation, erosion control, additional water quality facilities, plant substitutions including type, size, and location, If the monitoring results indicate that any of the performance standards are not being met, it may be necessary to implement all or part of the contingency plan, Careful attention to maintenance is essential in ensuring that problems do not arise, Should any of the site fail to meet the success criteria, a contingency plan will be developed and implemented with the City approvaL Such plans are prcpared on a case-by-case basis to reflcct the failed mitigation characteristics, Contingency/maintenance activities will include, but are not limited to: • Replacing all plants lost to vandalism, drought, or disease, as necessary, • Replacing any plant species with a 20 percent or greater mortality rate with the same species or similar species approved by the City Biologist • Irrigating the enhancement area only as necessary during dry weather if plants appear to be too dry, with a minimal quantity of water. • Removing all trash or undesirable debris from the buffer areas as necessary per 4,0 Maintenance Program, FEB 11 ZOl0 Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2, Covington, Wa 98032 253-859-0515 Fax 253-852-4732 (f) Z o (f) 2J 0::: <J<J<J<J Job No, 99-101 Designed by: ES Drawn by: CML Checked by: Date: Jan. 21, 2010 SHEET W-3 OF W-3 ---~--..... "0 I I I I I I I -I I I I I I Y II II I I I I I I I ----l , --- 1,909sf Buffer Subtraction + +T+ + + + + + + + : + : + : + : + : + : + : + : + : + : + : 1,973 sf Buffer Addition + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c 2,206 sf Buffer Enhancement \\ 0\\ -------.-._---_. \ \ --4;J\::;~~<..7'<:"..d.'jPr=h...':.i -+-_ \---p"., _____ "'_~>.-_______________ ~ • • • • • I . . . . f :++\:+: • • • • • • '---2,206sf Buffer EnhanceMent '---l,973sf Buffer Aclclition . r ~~fffilr@lffi ~ Planning Division I ~~~~CQ)~[E By0fi,'lPJ}!)tc(J,lb e. Date (l,/ZLJ / W ~SJb+'c+ [0 CLclddi.c:'-t,'1 CC SFI,! Ya<ilkllce MAR 12 2010 NOTE: BASE MAP PROVIDED BY BARGHAUSEN CONSUL TING ENGINEERS, INC. Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2, Covington. WA 98042 253-859-0515 Fox 253-852-4732 ~<J<J<J Z o ~ « C) ~Z -« 2~ 0.--o Z~ «Z ~W ~2 Ww 5U Z .,,-« WI If)Z «W I 0.-- ~ « Z LL Job No. 99-101 Designed by: ES Drawn by: AW Checked by: Date: OCT200B SHEET W-l OF W-3 UJA?;-, -------- M ---- Cut & remove burlap from top 1/2 of ball (burlap to be roltable) / / / Top soil fertilizer 5 F-U] 6" berm (typ.) 2 1/2" min. Mulch or sterile straw for spring planting, wood chips for fall planting. CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE + + + + + + w- ':'" "'",-'~~' W----w-_ Cut & remove burr.w'--t-2 x mol ,hRIII,n;n from top 1/2 (burlap to be roltable) 6" berm (typ.) Finish 2 1/2" min. Mulch or sterile straw for spring planting, wood chips for fall planting. Top soil & fertilizer TREE PLANTING DETAIL NOT TO SCALE <::> <0 I I , Balled & burlapped or containierized plant as speCified. Cui & remove burlap from top 112 of ball (burlap to be rollable) 2 112" min. Mulch or slerile slraw for spring planung, wood chips for fall planung. Top soil & fertilizer SHRUB PLANTING DETAIL NOT TO SCALE \ PLANTING LIST QNTY PLANT NAME SIZE SPACING TREES 8 3 Western Crabapple Malux (pyrus) fusea 5 Cascara (l) Rhamnus purshiana 2 Douglas Fir @ Pseudotsuga menziesii SHRUBS (}) ? Vine Maple Acer circinatum Black Hawthorn @ 3 Crataegus douglasH @ 23 NootkaRose Rosa nutkana 0 14 Thimbleberry Rubus parvinorus ® 3 Salmonberry Rubus speetabilis BUFFER AREA SEED MIX (All buffer areas disturbed during canst) 25% Redtop Bentgrass Agroslos alba 25% Perennial Rye E/ymus cinerus 25% Idaho fescue Festuca idahoensis 25% Red Fescue Festuca rubra Seeding rate: 31b/1000 sq. feet Notes: • • 2ga/. as shown 2ga/. as shown 2ga/. as shown 2ga/. as shown 2ga/. as shown 2ga/. as shown 2 ga/. as shown 2ga/. as shown -·~""·i." ,.,;.",-,-,.,,,:. ,-,,,~;",,,*-~, ~<J..;",~,,,,,",,,::;,,,.~.,,,--4 ',-" Planting areas shall be cleared of Non-native invasive species such as Hima Iya n Blackberry, Scotch broom, and purple loosestrife. Newly installed plants must be flagged with high visibility flagging. MAR12 2010 Sewall Wetland Consulting, Inc. NOTE BASE MAP PROVIDED BY BARGHAUSEN CONSUL TING ENGINEERS, INC. 27641 Covington Way SE #2, Covington, WA 98042 253-859-0515 Fax 253-852-4732 . ~<J<J<J Job No. 99-101 Designed by: ES Drawn by: AW Checked by: Date: Oct. 2008 SHEET W-2 OF W-3 ---------- 1.0 MITIGATION CONCEPT AND GOALS l.l MITIGATION CONCEPT The proposed project is the construction of the fire lane per the City's requirements. For development of the fire lane portion of the overall project. The project will enhance the adjacent wetland buffer with native tree and shrub plantings. The mitigation area will be monitored eight times over a five-year period as required by the City. 1.2.0 MITIGATION GOALS 1.2.1 Enhance 2,206 sf ofbuffcr through non-native invasive vegetation removal and replanting with native plantings 1.2.2 Provide 1,973sfbuffer addition for impacts to 1,909sfbuffer subtraction in a protected easement. 2.0 CONSTRUCTION SEQUENCE The construction sequence of this project will be implemented as follows: 2.1 Pre-construction meeting 2.2 Plant material installation 2.3 Construction inspection 2.4 Agency approval 2.5 Monitoring inspection and reporting 2.6 Project completion 2.1 Pre-construction Meeting A pre-construction meeting will be held on-site prior to commencement of construction, to include the Owner's biologist, the contractor, the Owner and the WDFW Biologist and the City Biologist. The approved plans and specificatioas will be reviewed to ensure that all parties involved understand the intent of the construction documents, specifications, site environmental constraints, sequences, and inspection requirements. 2.2 Plant Material Installation All weedy non-native material including Himalayan blackberry will be removed by hand from the cnhancemcnt areas. All plant material will be planted by hand per detail and Construction and Planting Notes. The Mitigation Plan specifies the required size, species, quantity, and location of plant materials to be installed. The contractor will re-seed or over-seed all hydroseeded areas disturbed during the planting process. Plant substitutions or modifications to locations shall be approved in writing, by the Owner's biologist prior to installation. 2.3 Construction Inspection Upon completion of installation, the Owner's biologist will conduct an inspection to confirm proper implementation of the Mitigation Plan. Any corrections, substitutions or mi~3ing items will be identified in a "punch list". Items of particular importance will be soils in pits, pit size, plant species, plant size, mulch arourld pits, and tree staking. Upon completion of planting, if installation or materials vary significantly from the Mitigation Plan, the contractor will submit a reproducible "as-built" drawing to the Owner. 2.4 Agency Approval Following acceptance of the installation by the Owner's biologist, a letter will be prepared to the City Biologist requesting approval of the installation. 2.5 Monitoring Inspection and Reporting The monitoring program will begin in the first growing season (approximately one ycar) following installation approval by thc City Biologist. The subsequent monitoring inspections will be conducted in accordance with the approved Monitoring Progra~:. 2.6 Project Completion If, after the fmal year of monitoring, the project has satisfied the objectives and goals of the approved Mitigation Plan, the Owner's biologist will prepare a letter to the City requesting final approval & closure of the mitigation plan. 3.1 SITE PREPARATION 3.1.1 The Landscape Contractor will hand grub all blackberry varieties and English ivy (if any) as specified in Section 4.13 of the plan. Weed debris will be disposed of off sile. 3.2 PLANT AND HABITAT MATERIALS 3.2.1 All plant materials will be as specified in the plant schedule. Only vigorous plants free of defects, diseases and infestation are acceptable for installation. 3.2.2 All plant materials will conform to the standards and size requirements of ANSI Z60.1 "American Standard for Nursery Stock". All plant materials will be native to the Puget Sound Region. Plant materials will be propagated from native stock; no cultivars or horticultural varieties will be allowed. All plant materials will be grown from nursery stock unless otherwise approved. 3.2.3 All nursery grown plant materials will be in containers or balled and burlapped. Bare root plantings will be subject to approvaL 3.2.4 All plant materials stored on-site longer than two (2) weeks will be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materials temporarily stored will be subject to inspection and approval prior to installation. 3.2.5 Substitution requests must be submitted in writing to the Owner and approved by the Owner's biologist in writing prior to delivery to site. 3.2.6 All plant materials will be dug, packed, transported and handled with care to ensure protection from injury. All plant materials to be stored on site more than 24 hours will be heeled into topsoil or sawdust. Precautionary measures shall be taken to ensure plant materials do not dry out before planting. Plants will be shaded and saturated until time of iastallation. Immediately after installation the mitigation planting area will be saturated to avoid capillary stress. 3.2.7 The contractor will verify all plant materials, the quantities shown on the planting plan, and the plant schedule. The quantity of plant materials shown on the plan takes precedent over the quantity on the plant list. 3.3 PLANT MATERIAL INSTALLATION 3.3.1 All plant and habitat materials must be iaspected prior to installation to verify conformance of the materials with the plant schedule including size, quality and quantity. Any plant or habitat materials deemed unsatisfactory will be rcjected. 3.3.2 All plant materials delivered and accepted should be planted immediately, following installation of the habitat features depicted on the plan. Plant materials not planted within 24 hours will be heeled-in per note 3.3.3 All planting pits will be circular with vertical sides, and will be sized per detail on the mitigation plan and filled with pit soils approved by the Owner's biologist. If native soils are determined to be unacceptable by the Owner's biologist pit soils will be amended with Cedar Grove mulch or equivalent. 3.3.4 No fertilizers will be used within the mitigation area. In buffer areas only, install "Agriform", or equal plant fertilizer to all planting pits as specified by manufacturer. Fertilizers are allowed only below grade in the planting pits in the buffer areas. No sewage sludge fertilizer ("SteerCo" or "Growco") is allowed in the mitigation area. 3.3.5 All containerized plant materials will be removed from their containers carefully to prevent damage to the plant and its roots. Plants removed from their containers will be planted immediately. 3.3.6 All plant materials will be placed as shown on the approved mitigation plan. If the final installation varies from the approved mitigation plan, the contractor will provide a reproducible mylar as-built of the installed conditions. All plant material will be flagged by the contractor. 3.3.7 All conifer trees will be staked per the detail on the mitigation plan. All deciduous trces I" caliper and larger will be staked per the dctail on the mitigation plan. Remove tree staking and guy wires from all trees after one year. Cut guy wires away from trees and remove wire and tree stakes from site. 3.4 PLANTING SCHEDULE AND WARRANTY 3.4.1 A fall-winter installation schedule (October 1st -March 15th) is preferred for lower mortality rates of new plantings. If plant installation occurs during the spring or summer (March 15th -Oct. 1st) the plantings will be irrigated by hand, with water from a watering truck, for 15 minutes every day until fall rains can provide adcquate moisturc to support plant materials. 3.4.2 The installer will warrant all plant materials to remain healthy and alivc for a period of one year after final acceptance. The installer will replace all dead or unhealthy plant materials per the approved plans and specifications. 3.5 SITE CONDITiONS 3.5.1 The installer will coordinate with the Owner and the Owner's biologist for construction scheduling. 3.5.2 All plant material will be planted with suitable soils per planting details. Soils from planting holes will be spread and smoothed across the mitigation area 4.0 MAINTENANCE PROGRAM INTRODUCTION This maintenance program outlines the program, procedures and goals for maintenance at the mitigation site. This maintenance program will be the responsibility of the project owner through the duration of its ownership of the mitigation area, or throughout the duration of the monitoring period, whichever is longer. The maintenance contractor will complete the work as outlined below. 4.1 MAINTENANCE WORK SCOPE 4. L I Thc primary goals of the mitigation plan are to enhance the stream buffer areas. To accomplish this goal, normallandSCilping methods must be modified to include: a. No mowing or trimming of ground cover or vegetation in the mitigation area except for control of reed canary grass and other tall growing grasses in and around plantings. Reed canary grass as well as other tall grasses such as fescue, quackgrass etc. shall be cut away from base of installed plant to avoid overgrowth of the native planting. Altematively, a water permeable fabric or cardboard disk 12"-18" in diameter may be placed around base of plant to block tall grass growth from competing with planting. b. c. d. 4.1.2 No placemeIJtQfJ~[1ilizers in the mitigationalea. , '<W' " >. >">" '''-'~'-' " "\,,~ No placement of bark mulch or equivalent in the mitigation area, except as noted in the planting details. No placement of grass clippings, landscape debris, fill or ornamental plant materials in the mitigation area. Work to be included in each site visit: a. Remove all litter including paper, plastic, bottles, construction debris, yard debris, etc. b. Remove all blackberry varieties and scotch broom within the mitigation area. All debris is to be removed from site and disposed in an approved landfilL c. Repair silt and/or permanent fencing and signage as needed. 4.1.3 Work to be completed on an annual basis includes: a. Areas containing Himalayan blackberry should bc controlled by hand cutting the blackberry and treating the remaining cut stems only with a glyphosphate herbicide such as Roundup or Rodeo. b. Replace dead or failed plant materials. Replacement plantings are to be of same species, size and location as original plantings. Plantings are to be installed during the dormant period. 4.2 MAINTENANCE SCHEDULE The Owner will conduct all items listed in the Maintenance Work Scopc on an armual basis. Additional work may be required per the Monitoring Report and as approved by the City Biologist. Additional work may include removal of the grasses around each shrub and tree, installation of wood chips at each shrub and tree base, reseeding the mitigation area, re-staking existing trees and erosion control protection. 4.3 WATERING REQUIREMENTS 4.3.1 If plantings are installed within the dormant period throughout the winter months (October through March 15th) watering is not required. 4.3.2 Ifplantings are installed during the summer months (March through October 1st) a temporary irrigation system will be required. The temporary irrigation syste'lll may be removed after the first year providing the plantings are established and acclimated to on-site conditions per Construction and Plantings Notes Sec. 4.0. 4.3.3 Irrigation will continue from initiation through October 1st, or between June 1st and Oct. 1st for any subsequent year. Irrigation, if required, will provide head to head coverage for 15 minutes per day every day. 4.4 CLOSEOUT OF FIVE YEAR MONITORING PROGRAM Upon completion of the monitoring program and acceptance of the buffer mitigation by the City Biologist, the maintenance of the project will be reduced to include removal of litter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation, and repair of vandalized areas. 5.0 MITIGATION MONITORING PROGRAM 5.1 SAMPLING METHODOLOGY The enhanced buffer will be monitored 8 times over a five year period. Monitoring will be conducted four times the first year wilh one monitoring report and once a year with one monitoring report each year after the first year. Monitoring will be conducted using the techniques and procedurcs described below to quantify the survival, relative health and growth of plant materiaL A monitoring report submitted following each monitoring visit will dcseribc and quantify the status of the mitigation at that time. --~--~ --~. \ 5.1.1 Vegetation The vegetation monitoring consists of inspection of the planted material to determine the health and vigor of the iastallation. All the planted material in the buffer will be inspected during each monitoring visit to determine the level of survival of the installation. 5.2 STANDARDS OF SUCCESS 1. Evaluation of the success of the mitigation project will be based upon an 95% survival at the end of Year I and 80% survival of all planted woody vegetation at the end of year 5. 2. Volunteer native, non-invasive species will be included as acceptable components of the mitigation. 3. Not more than 10% non-native invasive species within the mitigation area. 5.3 CONTINGENCY PLAN A contingency plan can be implemented if neccssary. Contingency plans can include regrading, additional plant installation, erosion control, additional water quality facilities, plant substitutions including type, size, and location. If the monitoring results indicate that any ofthe performance standards are not being met, it may be necessary to implement all or part of the contingency plan. Careful attention to maintenance is essential in ensuring that problems do not arise. Should any of the site fail to meet the success criteria, a contingency plan will be developed and implemented with the City approval. Such plans are prepared on a case-by-casc basis to reflect the failed mitigation characteristics. Contingency/maintenance activities will include, but are not limited to: • Replacing all plants lost to vandalism, drought, or disease, as necessary. • Replacing any plant species with a 20 percent or greater mortality rate with the same species or similar species approved by the City Biologist. • Irrigating the enhancement area only as necessary during dry weather if plants appear to be too dry, with a minimal quantity ofwatcr. • Removing all trash or undesirable debris from the buffer areas as necessary per 4.0 Maintenance Program. MAR122010 Sewall Wetland Consulting, Inc. 2764t Covington Way SE #2, Covington, WA 98042 253-859-05t5 Fax 253-852-4732 (/) Z D f-< (/) f-< > W 0:::: <8<J<J<J Job No. 99-101 Designed by: ES Drawn by: AW Checked by: Date: Oct. 2008 SHEET W-3 OF W-3 "-• -u ~ ~ .! \ , i .. ~ - 0 z m '1 w 2 ~ '" ~ ~ ('oj 0 "-z 0 IX) I w Si 5 & 0 ~ " ~ - i. Q) o N " a ~ I;i " , ~ 0:: n.. n.. « H-+-c--+---' w :.:;: GENERAL SITE DATA: PARCEL NOS.: 232305-9021 TOTAL SITE AREA: MUNICIPALITY: 56.65 ACRES ~I CITY OF RENTON EXISTING ZONING: R-14 / RC PROPOSED ZONING: R-14 / RC 1"=200' SURROUNDING ZONING: o 1 DO 200'----__ ----=4~00 ~ l b. ! NORTH: SOUTH: EAST: WEST: R-4-S0 (KING. COUNTY) R-14 / CA RMH EXISTING SITE USE: CHURCH/PRIVATE SCHOOL (K-8) SURROUNDING USES: NORTH: SINGLE FAMILY RESIDENTIAL, URBAN SOUTH: SINGLE FAMILY RESIDENTIAL, URBAN EAST: MULTI FAMILY RESIDENTIAL, URBAN WEST: MOBILE HOME PARK SITE DIMENSIONS: SITE LENGTH: WIDTH: GROSS TOTAL AREA: BUILDING DATA: BUILDING HEIGHT MAXIMUM: PROPOSED MAXIMUM HEIGHT: IRREGULAR IRREGULAR 56.65 ACRES TWO STORIES 38 FEET (1 STORY) LANDSCAPE REOUIREMENTS: STREET FRONTAGES: (RMC 4-3-100H AND RMC 4-2-110) 15 FEET OFFSITE LANDSCAPING: PARKING AREA REQUIRED: TREES: SHRUBS: MAXIMUM DISTANCE BETWEEN IMPERVIOUS AREAS: LANDSCAPING: 152ND -MIN. 5 FEET OR TO PROPERTY LINE SR-169 -MIN. 10 FEET FROM BACK OF WALK OR FROM BACK OF WALK TO PROPERTY LINE 35 S.F PER STALL 1 PER 6 STALLS 5 PER 100 S.F. OF LANDSCAPED AREA 50 FEET NEW COVERED PLAY AREA STRUCTURE: 2,800 SQUARE FEET 90,103 SQUARE FEET 426,324 SQUARE FEET 28,081 SQUARE FEET 547,308 SQUARE FEET 22.2 PERCENT EXISTING BUILDINGS: PARKING AND FIRELANE: SIDEWALKS AND WALKWAYS: TOTAL: PERCENTAGE OF SITE: ZONING SETBACKS AND DEVELOPMENT STANDARDS: (RMC 4-2-110F) MINIMUM REAR YARD: 15 FEET MINIMUM FRONT YARD: 10 FEET MINIMUM SIDE YARD: 15 FEET MAXIMUM LOT COVERAGE: 35% MAXIMUM IMPERVIOUS: NONE LEGAL DESCRIPTION: THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST ONE -HALF, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75'42' 11" EAST ALONG SAID MARGIN, 390.27 FEET TO AN EXISTING FENCE; THENCE SOUTH 13'01'15" WEST ALONG SAID FENCE, 1010.22 FEET; THENCE NORTH 75'42'00" WEST, 139.00 FEET; THENCE SOUTH 13'42'00" WEST, 274.24 FEEf TO THE WEST LINE OF SAID SECTION 23; I--++_~ _ ~I--,=,°j-______ --j z o If) (;j 0:: ~~ .:J~ «' ':t O~ • '0 IV I. .5'<$- "'", ~ '-' z w C> ~ .... ""v THENCE NORTH 02'08'15" EAST ALONG SAID WEST LINE, 1313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON MAPLE VALLEY HIGHWAY, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY RECORDING NO. 9303312386. COVER SHEET NEW LIFE CHURCH R-4 -..,.---_._. ~Wf--NE:W STRUCTURE-COVERED UTILITIES AND SERVICES: WATER: CEDAR RIVER WATER AND SEWER DISTRICT 18300 SE LAKE YOUNGS RD. RENTON, WASHINGTON 98058 SEWER: CEDAR RIVER WATER AND SEWER DISTRICT 18300 SE LAKE YOUNGS RD. RENTON, WASHINGTON 98058 POWER/GAS: PUGET SOUND ENERGY 10885 NE 4TH BELLEVUE, WA 98009-9734 (425) 455-5120 (888) 321-7779 TELEPHONE: ESCHELON 13035 GATEWAY DR, SUITE 119 TUKWILA, WA 98168 CABLE: COMCAST (877) 824-2288 GARBAGE: RABANCO EASTSIDE DISPOSAL (206) 682-3037 POLICE: KING COUNTY DISTRICT #3 22300 SE 231ST STREET MAPLE VALLEY, WA 98051 (206) 296-3883 FIRE: FIRE DISTRICT #40 SCHOOL: 10828 SE 176TH STREEf RENTON, WA 98055 (425) 255-0931 FAX: (206) 296-7742 RENTON SCHOOL DISTRICT #403 300 SW 7TH STREET RENTON, WA 98055 (425) 204-2300 R-8 PLAY AREA OWNER/DEVELOPER: NEW LIFE CHURCH 15711 152ND AVENUE S.E. RENTON, WA. 98058 PHONE: (425) 226-0880 CONSULTANT CHURCH DEVELOPMENT CONSULTANTS P.O. BOX 1526 DUVALL, WA 98019 PHONE: (425) 788-9892 FAX: (425) 222-5589 CONTACT: KATHI BRESLER LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: ART SEIDEL l' -- R-4 CIVIL ENGINEER/LAND USE PLANNER: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: DANIEL K. BALMELLI / IVANA HALVORSEN GEOTECHNICAL ENGINEERING: ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE, SUITE 500 KIRKLAND, WA 98033 PHONE: (425) 827-7701 CONTACT: KURT MERRIMAN SURVEYOR ESM 11714 NORTH CREEK PARKWAY N, SUITE 101 BOTHELL, WA 98011-8203 PHONE: (425) 415-6144 FAX: (425) 415-0924 CONTACT: RICK A. FOXWORTHY WONDERlAND MOSIC HOME PARK VICINITY MAP OCT 02 l009 N ~ N ~ N N i:3 z o :;jl o I o u (J) 0> " '0 o I '" o r--- c:; (t: => t; => t;i >-~<.O '-;;0 .§ f'.. "'..-"'..-r-______________________________ ~c ·~d RECOMMENDED FOR APPROVAL -0'Z o By: _________ Oat.: ____ I~ III ~O By: _________ Dale: ____ is J o By: _________ Date ____ 5L.L.i ~(j L-~~~~~ __________ ~ ____________________________________________________________________________________________________________________________________________ ~ __________ ~C~O~~RS~H~ER~1~~m I>-s ¢ co~." 0 z w Z ~ ;;: -------.. ~ .. ~-.-.-.-~~--. ---------------~--~-~-~ 0; z rn 'l -'-' D- Ol o w ~ o z o If) [;j 0:: ,i I I I I I I 1--_15_2~D AVENUE S.E. +------1 If) .W 0U z--> zO:: ZW :"jlf) a.....J f'5 Oz Zw :5::::;; I , ~ I • ~ .. I I I " I I ____ ---:': I I I I I -------:: I I , , I ------: I , I I I 1--____ -': , I I " I , I Uj cr.)' ------/ / I I ! I / I ! I z '0 0", z--> o::z " ,:'.-----_::: t::l W z . -0 C>z z-W~ ...J5;: >:::> UIf) I-_. __ ~: ,I I I " , I I I I , I , I I I I I I I / ( / / J ! / / / / ( \ 1 J / I /' / ()/' it 1"=20' \ \ \ \ \ , " \ \ \ D ENSIONED SITE / UTILITY PLAN 86.02' \ \ EX.\OT \ \ \ \ EXTRUDl CURB I (TYP) / .. -.---/ .. -.-~-.~ / " WIDE WHITE OR YELLOW"TOI"/'" DIAGONAL PARKING TO REMAIN t\ \ -- . , N 01'46'13" E 1296.03' / / / I , I o I , I I / • -=., .. -..... -....=.a...a----~. ~=== ----------------Jf.-----\--.J ----------------------------- I / EXISTIN~ DRIVE AISLE fo REMAIN I , , , EX, BUILDING TO REMAIN ,-------------_. --------------------- =-\. ___________ r-L-:==~:~------------, , .-------------------------____ J (' -----------, I , 15' REC. EASEMENT /20'04CI42€i002198 SEWER EASEMENT NO, 8502190322 / / / / / / ~.,,--/ / / / , 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 L____________________________________________________ : , , r________________________ I -----------------. EX. BUILDING TO REMAIN OCT 02 2009 ~ N N '0 I ill '0 u (/) ;,; E ? o o 0> " " ci I <.D o "' ,~-------~~---- DEVELOPMENT PlANNING (~lTV n!= RENTON JUL 2 2 2008 RECEIVED T of ASSESSMENTS -._--'----- -'-. '~" ----i 1i.1 i A,: & q szrre ' .. ,,--, Wo'l5,li 13.19 i,e i I ex,' , ,-.:, I , "-J 1- "------------------ / I i ;%0' jil-15>!' , , " ; 1) / i '.-" I l ,,-,) /"'/ ,v,! ,.':..'--',' /2:1 I "" --fS,O' , -~ . 0020 '" / , ,/ ---""," .<>' J' i gil \11~8 --~- \ The information included on this map has been compiled byking County staff from a variety of sources arid is subject to change without notice, King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or fights to use of such information. ,King County shall not be liable for any generaL special, indirect, incidental, or consequential damages including, but not lirfiited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sales of this map or Information, on this map is prohibited except by wr1tten permission of Kilig County. . '. . u; ,_ '" ~ : i _ 4 i) AI; / /;1' t«- ! / ! 9tZ1 . ,. '. "" ".I.',R __ ~ , -'--"/11 -"-. ----, , \ ,-'-1--- ,:,' . -----. .. ~ .. ---- ,-IDul 8137 -'-- CONTROL MAJOR CONTROL MINOR RlGHT OF WAY PLAT __ :" I HiJi'! _ Ii. I, 1 i ,\" mn HI!9' j 9122 '--- ~--------------------~---------------~ SHORT PLAT PARCEL ORIGINAL PARCEL EASEMENT -"- ---- . '--. ---- ',,' -,-- ---< --, --'''~'' / " ';:'; I I, --.----- SURVEY/LEGAL HYDRO CITY BOUNDARY Parcel Boundary Plotted Major Boundary /' / 6" / " i > \ / \/ v lJ '<, y , ! i If i "-.- "<JH,j " J n i,e -----'-~----,--- --" .\~nBij ,_"' I·t 00:0 .. ·1100 KCSP L99S3019 20010831900002 TRACT /\ '---'. , --. -- -----------~-------- SW 23-23-05 .'._---- -- 6J·ij4j I. 5', !. e 9'211 j,3G2.5;t '-[' 811 ',1 __ N +. i ..... "-! ,J! ) C . _. -' - -------'--- ',,< , II. r ,,, \, ---~ '. --._-- ------", " KC 89 Scale 1:1200 (1" 100') August 02, 2005 1}4". },i;' <2._'-· " --,-- . ~~- n.11 !\t 1,.2' i.e S,'01", 14.15 k ~EET 1il.1.1 A[: 0018 '---- ,. _ 0Ci30 " J(I GD70 i% -\/ 29,' JifL, \P " :§:: , ,-'jiOl .. $2/$3 , ---,_ 8 JG i i ----, ~ 0Cl['i) 30 , /, / ,J/\ , -"~'/-;'_\\ "!- :/,_ A-"'~ , ~/c '~';... "", \ I' -. w! "" ..Ji,,,, CL ,,;.:. :x !,~ f·-' '":' ,oo,j i 0270 _·r-~F...j ~I" n"~61 ""'" -' i ' ,:;' _ .. 1_ " i I -< ~"-"'--.-,--~ --- " . ~-.132)8f J 1, ;I)i G25D -----_ .. _----- I ! __ ~~~. _______ J f ! , , ! ! i I , ! I ! i , ! ! , / / , i I ! i , I I I ! l , i ! ;' i i ! , ! ! i ! / / , , , ! , , , i i , I ! / , ! ~, ! ! , ! I i i i i , / , ! I / I , ! ; , i \ \ \,1 \, ' , I i / ,/ ! I I I \ \ 'I I, ! ;' , I ! ! J i / / I ! / '''''- ",---"",,- " -'''' , "-"->.,,, " "" •• e~ F< i ~ ,) "d 1\1 ! ! f F'~ :;:;.,,\~, < , , i ~"~-"" -~ '", l{',~" '''''--' ! \ , \ ~ _"" '"" ~ . , .. ' , '" t "" , , " ,,, 'i @if\ '" ".~ "" ";' " \if ""~ ,I ". I .~ ~''''''h" II "II ,,~ ~" .. ,,,.,, l, ' """""""'11 ,~ " " lp" :l, id ".~ ~ i I i"~"""" ! ,. ,.,,~ '~'j,t~~, ; r; lll~ ~""~'- "".~~~II""~,,, _, !Ii ""jl}~_ .. "", Ii ! '" I r t ~ " II i :'~,~~A ,I C;,\" .~~.~,:: c ,"~ ~l ~m") , '''" ,~ 1 : r'~ .~'" ". . ~ ~" I~" ; Ii ',,,,, ~,Il-·",,,,,, .. I' ,".~ If I, ''', J .~.~ .. i J ll'~ ~".~ ... _~,,' h ; J l ~~~, I;~. , I; ~~~. I'~' II , ~~ "" If'~~'''''' 'n ": Ir~~~ ~.~"; _; Ij ~~ .. ! "ill \ ~""C , -"'"'' " "L,2A-~B GENERAL NOTES: AI..l.. EXTERIOR CIRCUmNG ,e lHWN IN 3/4-PVC • .&. PROVIDE UNDER GROUND CONDUIT AND BLANK BOX OUTSIDE FOR fUTURE WEATHER PROOF RECEPTACLES AS SHOWN. PROVIDE SPARE CIRCUITS FOR POSSIBLE fUTURE OUTDOOR UNIT HEATERS. STUB UP CONDUIT FOR LANDSCAPE UGtmNG AS SHOWN. "'"'~,,,'~,, ,\",~'2-!L =",,,,,,,,,","",,,,,, ",~,~~" i ! H2A-IO .. t , , , if'~ 1 ~ I KEY NOTES: 1 , BOX FOR LANDSCAPE HOUDAY lIGHTING CONNECTION/W WEATHER PROOF" RECEPTACLE 2, EXISTING LOCAll0N Of SIGN TO 8E REMOVED AND RElOCATED 3. NEW LOCAll0N OF EXlsnNG SIGN 4, WAlER FOUNTAIN LOCAl1ON ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AND WIRE FOR POWER REQUIREMENTS 5, PROVIDE UGHTING FOR WATER FOUNT~l~ DIRECTED BY OWNER. \ I \ \ ''''-'''' '''' " ') , " "', i i J , ·t ~ , .. ~ t I , I' i , , ! i . ! , , ' , i i ~ t"" ! ! ~ =~~ 0coo~_, . "",, '" " .... ~.~,,_ ,,~L SITE PLAN 8 SCALE, '" ~ 40'·0" , , ' '. " . \ \ \ \ \ I '""~''''''' ''''''''''1'' , .. "'; . , / iF / .... ,'>.,f ",.,~ ~ ~",. <>' ~" -' \ ! .. -: " ! \ I I " /\ ! , , ». ""' "'_-'" "'X""~ ~"',,' ENGINEERING 1/ IUllilfti /wln/ol' (ompun) 719.47.1 4456 719573.6829 fax , "'3" :;''''''~'"",'~ " "o/C>, ( J585 V AN ',EYLlI\(;EN DRIVE COLORADO SPRINGS, CO 809 L 7 Illcm@lmcmengineeringrom W\\ w.mclIlenglileering.colll / i / \ i ! I l ! AT NON D~IVE AREAS 3',,0" OR ,MORE FROM CURB LlN~ 'ro I N \ \ \ z '" • o I N " -0" " , ,t llrll\1f'! lb"-· \, ~,:j , ~ , , ! L, ~ ... ~ '4~ i ,~ ... ) ,/ i LIGHT POLE STANDARD 4 -40" x 1" wi 3" HOOK ¢ ANCHOR BOLTS ~_------24" DIA, FORMED CONC BASE WI 45 DEGREE CHAMFERED EDGE FINISH DRIVE SURFACE c-=r ------3/4" DIAMETER X 10" COPPER GROUND ROD, z ~ ~--u t -'<::-#6 BARE GROUND WIRE CONNECTED TO _d:_--T=t~"',,~' 'I BOND TO POLE AND REINF, BARS, b I 00 I I ,,;' " I I ~,,--: ~~~~ I I r. __ ~ 4111111 L0llJ 1111 1111==1111 1111 1111 UNDERGROUND ELEG, CONDUIT 6 " #4 VERT, REINF, BARS wi #4 TIES @ 12" O,C • en ~ (J) o en o -0 o L o lI) '" en (S I\el §lJ '= o U v > " " en L", °c <D I ~ i") lI) § S ~ ~ g ,~ '= = :Nl IQb L .;;: V 0. ~ 0. U1 (J) 0. ~ o 0 " U-o ~ o lI)~ (J) 0 x NO 0 lI) U "- 0:) LO LLJ = (/) 0:) en Q) :::l c: c: 0 Q) -+-' :> en <iC c: -= -= U) c: CJ 0-J:s: LO Owner RevOJI12108 i } Owner Rev 04101 108 I I Bid Set 0712.3108 i ) Permit seto8/15108 I ; &Addendl1m 10 1?1 108 ~, Job No, 011 7 EO.01 "- GDr-"OWE:R EASEI'i!ENr;----...: REt. NO. 7802060562 i -.. """-1' .. 1 BOX CULVERT IE 99.10 METRO RIM=104.0r--... -~ BOX CUlVERT~ :fl: (n l'0 '-i OJ lL1 l\) \J OJ J= o [L1 01 '7 CTR CHNL~84.17 • ':o_-----AB€'f'i.ii' SSMH- 04.38 '\ ~Tt eTR HOUSE AND GARAGE CJ~ ! I {/ I ~L (J·o I ~ ,,- ,/\ o / 1-./ '1 1,Q \, / 'Ji I. IL1/ ;:: /~ --- IN EAST SIDE OF POWER POLE TBM #1 ELEVATION=106.15 (3) ~F\AINAG~ ~:~~~~NT l1E~. NO, j 6l,'w'.!ou,,58 r-.... --~-~ ----~-~ ~~:: ~;: =::?r ::~:~;;:: ~?;~~~~~"~:;:" ", ---. --" ' ~ ~~~""" ,'-;;--...... \ ---~---~ ,,---., ~\.. -~---~~------' -:::;:-----~--~;.:>, ~.<~~ .::::-' . .' ,""" ~ ____ ,~----------"\ "v",'" ,. -~'-~~T-...... --" \ 'J'~"" ---.... ,---.....--~ I~ /~',', ',\ -~.: - -~-~ CULVERT IE=101A1 ~ -~ -"j, ~ ;;."-- SDMH RIM=10S.QZ IE=101.21""18~ CMP SE IE=101.27"'18" CMP NW ~-\ ,7)['R Q',', ~,'-----.. -~--'" ------.R-:-c~ -'liNAGE: c">'" --------__ ~. 1\10 . tASE: "Po(:, ' ,------- \' '" ~.~ 9,'fOJJ,':'tNr (',f'>",,,.,,,,,,:>,. -~. -----"VPOW!;-,-. -. ~< """.~ "". ~'''''<'''' -~ -~---.-----=--~:S;:..,~ .. "Z.~~ --------~ ----~. --------. , .... "\ ~ .~§.? '---------- ..... '.J '-" ---/ ~~/ -+-I ! /-;.. '1 I '-~--- C.l1S t:J,.f£tvr 180206056'3 "-·L_.~--N -'-~ ;' "t' ---/ / 'g) (,SEM-_ '1 /;c J'"ED," eN, I ~'" "'r . / f ,,0. one 10' POW:::R EASEMENT Ft:X1BIT"C" ~! ii/ ;t::::~-~;-,ri;',.:,~~ REC. NO. 2000040BiJ~0521 ____ 1,(, i' ! //,r •• ,'£2:.;.1:::>r::~:.\ I/.· "'~!..2.Q311___ . I ( j! -1. __ ; -~ \ / EXISTING 8RIOGV~ , ! \ '10-,0 v/I i oil , 4 I I ! I i ./ ~ 1 ()' UTfUTY AND POWER EASEMENT 10' UTIUTY EASEMGH EXIB1T"C EXIBIT"C" REC. NO. 20000406000521 REC. N(). 2002.0524000988 CULVERT IE=102.02 ~ ~,-.. -,,~ ~-,.~. T~ I--~ ----,,--------1-----/~ I I AOI-~ i ! , LEA'S1 PREMISfS-EXIBIT"A~"-'>l / I CULVERT lE=100.99 SDMH n D RIM=106.79 6" CONe. WALL N/S WITH 8" SHEAR GATE IE @ 101.99 IE=102.14"-'18" N12 SE =102.09 ..... 18" N12 NW SDMH RIM=105.36 IE=-l 00.76",8" 01 SE r--__ IE=100.7~18" N12 NW SSMH RIM=10e.26 CTR. CHNl.=94,26 JZO-i:2.§. ..........:=..."'" ! / f --..., ~.':. / !:~".~~-f -____ ~_~ , / /REC. NO '-to,.--..... '" ""'=~'" \~j~ ~'---, ~ "'-. ......... ---~~~-=-.,.,,~~~ -.t7'1 ....... -------~I. POND -----........... -----___.......... ----........... ... \::.-:.. ... J_.j ·~9,. / 1 REC. NO. 20000406000521 ~ I R~C. NO. 200205240J09S8 V/! ---------"-"---------/---,---------I --_ ... -----t---j"- I" I I!! PEe. N0 REC. !\!O 2000Q4060G052'1' _ ' ~CELL TOWER FLC7J00.{AJ..i ::l 'I~'"~ c4SE . ""'020"'-' '1-000988~ . .Q ""J-'~-_ Lv ~L -L ' "Lt.t<,ST PI~EMISES-EXI81T"A" ;09753'7 __ +l-'ll '-h-vv 1'0 0 OJ 1]1 lOB --- ~:x 1'1 w "'1----'-'----o ,A., I 01 l 6~ l'0 o 1'1 n :r~ \ 1>O~ ....................... 15 1!J'3; "<3' !€J§ }::fO &i£ "'". ~ ::------- // .w 0. " if if f ., $ "'F ----IL1~7 <:u <-"112;!#'t--.J!J1 ~ ~ ; / / I / . I ' II I ACCESS !cj'l.sn~ENT-~EXI8!T"B" ;' / / ( ! ( FIR .~ --I-~./ D" I RE"C. NO. 20000406000521 I I I ~ i e. NO. 20?~~:2~0009_~_ " ___ 1 --l---/;-. _______ _ I" I I I -+ , * ---1S."/lB"/14" ~ I I , Ii / / ( ! I I / \ CE:."QAR 24" FIR ) \ 'v' 1 I :R", J? I·_~~./ 1 ~&~/ /' /1 I ' I I Si ,I ~I " , tI' ~III 1;li'~ , I I I I ' / I I 1 ~ ° 1 \ \ '-..... ...----~ @POWER EASEMENT ...------'" r.::rc. NO. 9404071219 CREEK EASEMeNT NO. 7201040324 I ~I -~ ~~/~ \ / / ~ ~ \ ,// \ / '.,00 ' \ / -, ;---7 i , / ~- I ! (I , I ! ' i ' I 1 ! . ; t V I _ ,.--1.-t o • , I ~~ SENSITiVE AREA EASEMENT~""'--/ ! "\ 1 / ~ i I , REC. !'-10. 20010726002144 ( / , --- ! ! / \ ~ "\ 1 / ~ ~, L. ...----...----~ I I ,/ -go\~1--1 ./ \ \ I -or- -\. ~-----i-~ ---\c ----BRUSH ~ -~J~\ -.:J:' --:: "'L ---__ ___ .~.~ ~ ~~ ..... --~:::-~'-. 7G"'Sil / <, r ~ ~ ~ y--~-=~ ~ (( / ~ I i J'" / I .::::::..":'.:::=::::: ~ ~ I ! 1;, " / "/_ ~'~ ~ . "'" - ' /iJ' I I ?? / .PJ ~ _;.,. \ ! ( ;' I / 5(........... / ,,/ \) \ / I I / ,./' // / , ,)' I / I. !~ I '> I -./ I , I / \ / Ir:z '0 1/ / CC! / if I (/ o SDCB RIM=110.53 IE== 1 08.257 j' N 1 2 \/ '\ ~a ' ( ('" / I / / t! I I I RIM=1 IE/=107-63 ...... 8" N12 ,E o ! / ; ( 1/ j ~ a II I /~../ .-/ fI I I ,..---, 1 , , / / / ( \ ;;/1 ?('-'-~/I iI~\\ I . Ij / r: I L_ -/~\\ ~' (/ ))' 1 ...!.. OJ/ ~/ \(/~ / ) / PINvt" ~ I 18" FIR j 18" SPRUCE I / ~~~ NO. 2000040600052-1 -108 __ ""0 '" ", .JiJ.? ::/ -~~-i/it~~'2f--"'----651 SENSITIVE AREA EASEMENT ~REC. r.IO. 2001072600214-4 PLAY FIELD R!M=110.29 IE:107,51~12" N12 E IE=107.51 ..... 12" N12 W , ~ . , " ~ \ lE=107.40~'1..2N-t2-N lE=107.40 ..... 12~ N12\ CULVERT IE= 1 02.40 I CULVERT IE=101.82 RIM=105.10 eTR. CHNl.=95.00 ........... M=104.7B ~DC8 ::::::--.-.._ ~~101.55N12" Dl NE ~101.38'''''12" Dl NW , 7 -~, . .,:. _ CULVERT (oI~""::<;:}.~.~~~IE 18" 01= 1 03.07 " IE=101.56 ...... 12" DI W IE=101.56,...,12" 01 S 75'39'01· W 1.14' IE=101.86"112" N12 N IE=101.8f12" PVC S CULVERT IE:104.78 " CULVERT IE 6" PVC=105.51 CULVERT J> f] c J> IJJ , I' y '11 vc, '7 ~ '1l V'0 J> I "-'-'- 1 o '-i Cu "'-,/\ n Ui \J '7-~_~:~~VC""1 05.66 '7 n I- t'] CJ Ul OJ - CULVERl IE 18~ 01=105,82 < J> I- I- lL1 "< Ui \J 'r ~ t- O '-i l'0 ,~ L "-'. t'] !,9 '.", 0"":. ~: I CULVERT 12 :';-:f'':::/ :W~ad~ .IE 12" N12 :105.9< :,.&:1,,;, ,,",'e' _--... III'" 12" N12 ""105.64 "'1 ,A., ~ L GI Ui ,,- /" n lii 11 2" N12 N 2" N12 S t.-----BLDG. NO. 15300 CULVERT IE 12~ N12 ==104.78 12" N12 =107,72 \IJE=103.n ..... 12" N12 N FENCE. WALK J> \J J> '11 ~ '7 ~ 1'1 ~, ,L '-i Ul CULVERT ~ 1- "1,\ U CJ I '1 V, Q CJ '-'-C~ ~ IE 12" N12 =106.03 o· , N (Qi ',-\..()I'IC W. y \ , • ______ ---... 'A.LK -~::::: -'-CONC. VERT CURB (TYP) --,-_. ~ 1 /-' I / / ,(' ;: n ! II / l_ --1;;/( \\ \ / 1/ / .J ,,' \ I -I // ~J h~ J SjqR' C ~"-. 6@ 8'12,"~i I Ji";!Jih PUMPHOiJS1='7~ . / I ,/ ~ / ~ ~----" ~- "."", BOX CULVER' CULVERT IE=121.69 CULVERT IE=117.86 CULVERT IE=115.81 f .-/ I. // ~.# / rv o " J\) ~ I "' ~ -I ~ o I o I\) • .. "'0 CULVERT f IE:114,47 P' f .(> '/ .II .. .-/ • ~ @ w w '" I , :0 '" " '" ~I ~ '" "" '" ':1 '" -:;; '0 l 01° 0 0 >I:::Orrl -I f11 » (fl rl 0 ::€ G5 ~ , o , N o Ii: A Z Z ~ ~ o m 0 " m ' " ~ o " m Ui ~ 8 "i '" o , '0 o "i ~ ~ in ~ '" ~ I o c· co o L ~ 0 o rn z z J> 0 " ~ " o ~ (5 yo I a o u g I ~ 0 o c ~ Y; I 'Iv' FOOT BRIDGE , il'?/ /;;;/, >~ ;:::: / EXISTING ~,~ \ ..--'> ("-___ "\ V ~ '\ ..;; . / ~" ':::-...." /~~ / '/- """ .. 2 _"-'-" " .. I I ~/~) I,) 1/ (' HOLLY 'Yf\' /. I \ ~ 24" FIR 4@ , 14" \ \ 8" HEMLOCK CEDAR ,\ '------.. lJ--. ...---- ~ POND 87'15'16" W 20.00' ( t- O '-i , c~ ,,-o / /: ,/? --=::.:~ .. r'~::::':.:.A\ \,./ 7 ' ';:' / I' / / /r'h'~ I"l""j ".';::, •• ( ) ~~_.J-.",,-,'/ // ~ >I I ~ ~=' ".~~ 0, / I _ ~ /,,,,,,,-----/" J , / ," .. " .. " .... ~;:::, 1 ... I . / f ,,-' / // ,,' ,,",",' ' , -. ~~ ... ___ "'----.. _// I /Y',-' ,,""_" -../ ,I o'l> rG /~ ~ "_" ... ,, .... ~~~/ /,;/.,:z=:~. __ .~"J p ) I I _.~_ :co ____ ~ . j' .... I j;>'-' _ ... " /" <_ . N "j"" ," " /."_,, "== .. .:~ ___ :::,./ /;! 1//77 ',/ ,", \( /I __ ==-= __ ,//" 6' / " / ... ~"--.. ..~ --,/ // /' r' ,,_,"" "/", " ' / ,,e , __ ~_ :0..___ \::::--::.:..:_~_ ~ POND :::: /' /,..) i CULVERT I ~=-f:XTS'i""-~'~--' r,IN "'I iI t--' .--/ / lE=12126 I '\ 15325 BLDG E ] " \ , Ui Il v t- "I'] en g rn ~ '" s:: ~ z n ~ n I ~ CULVERT IE=116.12 8 ~ c ;0 ~ § r U N 21 en S! D )3 '" '" '" '" z >' '" '" '" ~ z '" o t;: o g o o (j) o » r m -' , II (J1 o ~-. ® ~~) ::§: :;:0 (/J '" ~ '" F ~ fTl I ~~ '" '" v; J> -~ co 0 s:: z'" z en z ~ (f) z- fTl S n '" '" 0 r'l V) Z '" ''o':' ~ ~ '" j'"'' <::.~ ~ COC'" "" ",0- , ' . .~. ---' ' '-', ... h'!,r"", "... , .. ~ '·,,·,:~·jl' j/ ;IJ, I ~! .~ ',"G ,.,., " ' '-"rOt I "'. )',,:' / \~\ P \\ ". ' L' l-...,' " I OND \ .f.._. ).. 7 ,"-! ' i.::;:;.~·'·,!:~~. '\'fj '\~] r ~~Th<~,:£(i1t~~ / n CJ Ul OJ o '-'-CJ n J> ~ '0 " c:< " ! ,,' ~ '. " ' '. " ' LANDSCA~ ...... ~ '20 15325 BLDG G :J RIM=116.35 GTR. CHNL.=107.85 / 1 ". ,/ '·,<'0 ~ " "L \ "" .. ".".".".".,/ .,.~ ~ -":'" ~~_ ~_~ ..... ;".-..........:._'~_ I / ' w ..,:. ' / '_~ "', I ":Q '"::-''' /,' ! ", i" i ~".-' L-'0 " '0--' 10 SENS\T:VE "" • ". ,-../ REC, NO. '2~~~~72EAS6 [MENT --<::~ I ", -. '''To:' I . 002144 ," \ '~. 1 I SDC8 ....... ~:....' I IE~127 53 R!M~122.88 ' "",""!-I -......... ---- FINISHED FLOOR ElEVATION",,118,30 ~SDCB '" 1 RIM=117.19 . IS IIE=113.89,....12 .. N12 N -~\~I IE=113.69,...,.12" Nt2: S IE= 115. 1 9"'8" PVC W lo~J e n o z n '" ':1 ~ en ~ '" 25 F, [>'J ~ '" '" n n o ~ r CD o x 9 u; Ci z o c I I 23 ~ ° -'0 ~ ~ z S! '" n ~ ~ ~ z " ~ ~'"*''''''' Z OI-!>--" C ~~ ~ """""" ~NN mom fi;~~ ~:"'Ol N~'" u "W '..J -..j 0) N""'" "'~ .. NO~ O;i:p.i.,., mN>O " ro >J z (f) ° C ~ ;,'! - m ii5 -< o o z Jj o r ~ ~ -ill Z r " m ~ ................ r t-J ..... o 1'1 tv~;.f>. ~ ?iZg: g Z ~ ))J. I t:~J c -{ " I I m c (; Z '" :::::r:: -I---l ~ ~ ~ o " '" co ~ fTl ~ ~ o 0 z z '" ~ '" ~ fg ~ '" z 001 v co -<~ o ~ , ~. METAL N ' ' ) I ". \, }' L FINISHED FLOOR ELEVATION=130.27 / " i , , , : I HI}:':CINISHED FLOOR ELEVATION=11 15325 BLDG H \ ] \ 1(~11U \ '::RU SEWER £AS[~~[NT NO. 8502190322 " I i , (1 Q) 15' WATER fASEMENT / I Rtt. NO.i20C40426002198 / I II : . , , , , , [ I 1 , \ I l " '" "- , . , , , , -, ",; '-:;:;," ";:.., .. ~'·S·'" .... \ ,.<,~(.~,;.:j.;:.,;: \. \ , '\, ----, ~ --....,. ~ ',.:;,::.>:=.,~;~: ... \ ' , 7 '..-.".",., .. ~ 'L~ ~6',-~"'<f.<',:~~:::/:,,·' ~ . PORTABLE '-~ NEW UFE CHURCH PORTABLE HVAC M'rn 15' WATER EASEMENT Rtt. NO. 20040426002198 PORTABLE -IJ4i-_LSDYD ~ " .36 ___ ~ RIM~68 0.......-.-. 15325 BLDG J -, I I \ ,, _____ -----........ --......... ~-(U<,:':', ~~;,,',;,<"~~ ~ --------,'--......... ~-'_{fjjJ"_"'J, ~""----.. 1~ILO.I"-r:r-..c...V""'IO'--... --____ ~. _~~~.;, ,,,.\.;..;''. . .;_::..--~--t.<'----=--:'""'''-''-'~~--'.>~''<''''.'~;/ \ I. --.," , .~, ~ -----";' ,,--....------. ....... ------DIRT BERM --~, .. ,!\...,~ ~.:;-,;.;. ~ -........>_ -'----...... --:--------.. ~ -----SOcs"~~"i!~~i\-':', ,~~~[~8LOC!( ----............. ~ ~~:.\;.~~,~>.: .. '~-'-:-" ~9£~ ---SOCB --------... --......... _-/ SeGB.~ __ . ~E=1~,.gg.......6""'P-VC~ ~ \-----~ '-~M~.aa '-...::~_5,A:CCi':<:-::;:~-'~:'_'-' ~ ......... -~_ ~;'}"'.: . .""'_,_,",~ --138~ --RlM=t2..Q..64 ---RlM=~~ __ / -~ ,--"'''''''''' ", .. , ---h' -,,;.¥ " ' .. ~ --~lJ;""1~.3""'1 E"-...... "-" .... ".~~l:,.''i; .. \ .. ,"",,"'\ .. , ... ",." \'. ',.'0::.''';;''-_ -1 ______ IE""127.69~'t2--L ___ IE=-1-2+:-2g. ..... :~"N..12.X ~ , IE;;;""7 53->i~~ --'-.",',', . '.", . • ', ...... , .. .. .. ~~. 40 IE~12T.8~ PVC W IE-127 09. 12" N12 W ,,~-." ~ ----.'<1-..... -... :, .. "., ,.,.\.::, ...... :~.,.>,..,','."'.:_,,' .. ~:.;:-."'"'" . _____ --=--,~_, __ I I I L <IE-127~[' PYr"S 8.....",<"',-,'''','"".,., .. ".',,,,,,.,.,,, ... ,.,.,,,,.,,/. _ -~-GH --__ . _ _ _ ~140 . <::-:-~.~ ----.......... ~~~ --150---.." ~ '--"'-"'~:':~'>'''''</i'-!~::,~:''\L;,~---=~ ---ttl-' ~'~~6--'~ ~ --......... -----.~ ---en '~----... "-.... ~ ~7S ~,~ s~ -~ _______ ----,-91> l~ _~IE~.66"""6" ,PYC E . __ ~ ..----::'v'\7l'~ .... --.... "-.... Is -?----...... KiM::=129.97 ~ ..-------. _~:-:>-~-~ ""~. __.... ____ .... / VI ~~_~ lS ... '7',.... ~ ~129.17,....6"flVC W ~ ..____-~/ 9"\1'1---___ .-----' ---.:::--... ' ... , .__---............- "'-... _", ' '........ . ..--"'~''''''m "". ~ ~ ..... 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C'" " ..:.; • . :1 ., ,. , .' 2' l ~» '" '1 o z , 7 b RENTON , z ~ 0° ~ N ~ KING COUNTY TAX PARCEL NO, 232305-9021-07 NEW LIFE CHURCH BOUNDARY AND TOPOGRAPHIC SURVEY WASHINGTON CONSULTING 20021 120th Avenue NE Suite 103 Bothell, W A 98011· 8248 www.esmcivil.com Civil Engineering Public Works Land Surveying Project ! ENGINEERS LLC IGI@tI~1 FEDERAL WAY BOTHEll. ELLENSBURG (253) 83B-6113 (425) 415-el44 (509) 962-2608 Land Planning Architecture ~ 2 ~ ~ , o 1 " fl N ~ o ~ § ~ § ~ ~ 9 N g m § ~ ~ " ~ J> -0 o JJ --l o Z o .,., --l I m (j) ~ ..... '-+>- o .,., (j) m o --l -o Z rv w · --l ~ -0 · rv w Z JJ G) m Ul m ~ ~ A -Z G) o o c Z --l -< · ~ J> (j) I Z G) --l o Z '\ ? . y '" % m Q ~ ffi W 0 if ffi ~ w Q. '" Q. ~ ., u ffi >-0 ~ Q. w ~ r O ~ Q. W " " z w ~ c: <Xl 0 ';X;- ~ " "-z " I'-z ~ til ~ ~ a c ~Z 00 ~~ ~Z -~ U~ ~'" 11 "4 ~ 0-o~ m" ,-gl c- ~.~ Zz ;t.:.; ~~ ~§ " ~ 115 G:i 0:: 15 ~ G:i 0:: 1515[3 Cl ~~ffi g a.. ~,~ Cl 3: -1-W UUIf) 0::0:: 0:: G:i ww w a.. a.. a.. 0:: 00 r-. <0 '" N ~ S ~ U ~ • I w ..; 0. " 0 (f) .Y '-0 3: .~ :0 ::> (L "-'" C '6 ':; (D "-'" C 'c c " 0::: z 0 if) (.j e:: w :5 w 0:: ;:;: 8 If) G:i 0:: 0 ...-Z GENERAL SITE DATA: PARCEL NOS.: 232305-9021 TOTAL SITE AREA: 56.65 ACRES MUNICIPALITY: CITY OF RENTON EXISTING lONING: R-14 / RC PROPOSED ZONING: R-14 / RC SURROUNDING ZONING: NORTH: SOUTH: EAST: R-4-S0 (KING COUNTY) R-14 / CA WEST: RMH EXISTING SITE USE: CHURCH/PRIVATE SCHOOL (K-8) SURROUNDING USES: NORTH: SINGLE FAMILY RESIDENTIAL, URBAN SOUTH: SINGLE FAMILY RESIDENTIAL, URBAN EAST: MULTI FAMILY RESIDENTIAL, URBAN WEST: MOBILE HOME PARK SITE DIMENSIONS: SITE LENGTH: WIDTH: GROSS TOTAL AREA: BUILDING DATA: IRREGULAR IRREGULAR 56.65 ACRES BUILDING HEIGHT MAXIMUM: TWO STORIES PROPOSED MAXIMUM HEIGHT: 38 FEET (1 STORY) PARKING REQUIREMENTS: (RMC 4-4-080F) ASSEMBLY FLOOR AREA: 11,875 SQUARE FEET 1"=200' NO. NEW OF SPACES REQUIRED: NEW SPACES PROVIDED: 1 PER 5 AUDITORIUM SEATS FOR NEW BUILDING (1495 SEATS) 264 SPACES TOTAL SPACES PROVIDED: ADA ACCESSIBLE REQUIRED/PROVIDED: STANDARD STALL SIZE: COMPACT STALL SIZE: COMPACT PERCENTAGE ALLOWED: AISLE WIDTH (MIN) (2-WAY TRAFFIC): 855 SPACES 18 (2% OF TOTAL)/20 (2%) 9 X 20 FT 8.5 X 16 FT 30 PERCENT 24 FT LANDSCAPE REOUIREMENTS: (RMC 4-3-100H AND RMC 4-2-110) STREET FRONTAGES: 15 FEET OFFSITE LANDSCAPING: 152ND -MIN. 5 FEET OR TO PROPERTY LINE SR--169 -, MIN. 10 FEET FROM BACK OF WALK OR FROM BACK OF WALK TO PROPERTY LINE PARKING AREA REQUIRED: TREES: SHRUBS: MAXIMUM DISTANCE BETWEEN LANDSCAPING: IMPERVIOUS AREAS: NEW CHURCH BUILDING: EXISTING BUILDING: PARKING AND FIRELANE: SIDEWALKS AND WALKWAYS: TOTAL: PERCENTAGE OF SITE: ZONING SETBACKS AND DEVELOPMENT STANDARDS: MINIMUM REAR YARD: 15 FEE1 MINIMUM FRONT YARD: 10 FEET MINIMUM SIDE YARD: 15 FEET MAXIMUM LOT COVERAGE: 35% MAXIMUM IMPERVIOUS: NONE 35 S.F PJR STALL 1 PER 6 .STALLS 5 PER 100 S.F. OF !.J.NDSCAPED AREA 50 FEET ±35,000 SQUARE FEET 55,103 SQUARE FEET 373,536 SQUARE FEET 24,428 SQUARE FEET 487,928 SQUARE FEET 19.8 PERCENT (RMC 4-2-11OF) LEGAL DESCRIPTION: I -N 1"4;20 '59i""::::f"'c~ 20.00' THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST ONE-HALF, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY; 2.1 12 10 THENCE SOUTH 75'42'11" EAST ALONG SAID MARGIN, 390.27 FEE1 TO AN EXISTING FENCE; THENCE SOUTH 13'01' 15" WEST ALONG SAID FENCE, 1010.22 FEE1; THENCE NORTH 75'42'00" WEST, 139.00 FEE1; I I- ::l o UJ (f) .W 0U z> z"" ZW ::s(f) (L.-J ;::; Oz Zw :'S"" Z "0 0"" Z> ""Z t::JW Z " -0 0Z Z-We; .-J> -"" >:::> U(f) THENCE SOUTH 13'42'00" WEST, 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02'08'15" EAST ALONG SAID WEST LINE, 1313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT THE EAST 20 FEE1 OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON MAPLE VALLEY HIGHWAY, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY RECORDING NO. 9303312386. COVER SHEET NEW LIFE CHURCH PROPOSED NEW BUILDING -, ,., .. , ! ! i i A-4 .... __ .-_.-- A-4 I ,I WONDERLAND MOSIC HOME PARK VICINITY MAP INDEX OF DRAWINGS: C1 OF 13 C2 OF 13 C3 OF 13 COVER SHEET SITE PLAN TEMP. EROSION SEDIMENTATION CONTROL PLAN ~~~~~~~~~~!!~~~~~~ C4 OF 13 ~~~~----------L------~--C5 OF 13 TEMP. EROSION SEDIMENTATION CONTROL PLAN GRADING AND STORM DRAINAGE PLAN UTILITIES AND SERVICES: WATER: SEWER: POWER/GAS: TELEPHONE: CABLE: GARBAGE: POLICE: FIRE: SCHOOL: CEDAR RIVER WATER AND SEWER DISTRICT 18300 SE LAKE YOUNGS RD. RENTON, WASHINGTON 98058 CEDAR RIVER WATER AND SEWER DISTRICT 18300 SE LAKE YOUNGS RD. RENTON, WASHINGTON 98058 PUGET SOUND ENERGY 10885 NE 4TH BELLEVUE, WA 98009-9734 (425) 455-5120 (888) 321-7779 ESCHELON 13035 GATEWAY OR, SUITE 119 TUKWILA, WA 98168 COMCAST (877) 824-2288 RABANCO EASTSIDE DISPOSAL (206) 682-3037 KING COUNTY DISTRICT #3 22300 SE 231ST STREE1 MAPLE VALLEY, WA 98051 (206) 296-3883 FIRE DISTRICT #40 10828 SE 176TH STREE1 RENTON, WA 98055 (425) 255-0931 FAX: (206) 296-7742 RENTON SCHOOL DISTRICT #403 300 SW 7TH STREET RENTON, WA 98055 (425) 204-2300 R-8 OWNER/DEVELOPER: NEW LIFE CHURCH 15711 152ND AVENUE S.E. RENTON, WA. 98058 PHONE: (425) 226-0880 CONSULTANT CHURCH DEVELOPMENT CONSULTANTS P.O. BOX 1526 DUVALL, WA 98019 PHONE: (425) 788-9892 FAX: (425) 222-5589 CONTACT: KATHI BRESLER ARCHITECT/DESIGNER: PATRICK MORGAN ARCHITECTS, INC. 5295 COPPER DRIVE COLORADO SPRINGS, CO 80918 PHONE: (719) 534-0453 FAX: (719) 531-6845 CONTACT: PATRICK MORGAN ABE DESIGNWORKS, LLC 10875 DOVER STREET, SUITE 900 WESTMINSTER, CO 80021 PHONE: (303) 926-7801 FAX: (303) 926-7802 CONTACT: MIKE GENGLER LANDSCAPE ARCHITECT: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: ART SEIDEL CIVIL ENGINEER/LAND USE \I?LANNER: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 nnd AVE. SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: DANIEL K. BALMELLI / IVANA HALVORSEN GEOTECHNICAL ENGINEERING: ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE, SUITE 500 KIRKLAND, WA 98033 PHONE: (425) 827-7701 CONTACT: KURT MERRIMAN SURVEYOR ESM 11714 NORTH CREEK PARKWAY N, SUITE 101 BOTHELL, WA 98011-8203 PHONE: (425) 415-6144 FAX: (425) 415-0924 CONTACT: RICK A. FOXWORTHY C6 OF 13 C7 OF 13 C8 OF 13 C9 OF 13 C10 OF 13 C11 OF 13 C12 OF 13 C13 OF 13 WS1 OF 1 FL 1 OF 1 R1 OF 2 R2 OF 2 L1 OF 4 L2 OF 4 L3 OF 4 L4 OF 4 GRADING AND STORM DRAINAGE PLAN GRADING AND STORM DRAINAGE PLAN POND DETAIL PLAN POND SECTIONS TESCP NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION DETAILS TRASH ENCLOSURE DETAILS PRELIMINARY WATER AND SEWER PLAN FIRE LANE ROAD IMPROVEMENT PLAN ROAD IMPROVEMENT PLAN SR-169 SR-169 LANDSCAPE PLANTING PLAN, NOTES AND DETAILS LANDSCAPE PLANTING PLAN Vl UJ Z o ~ "-UJ '" X ,,-I w '" X I ~ ~ o I '" o f'. LANDSCAPE IRRIGATION PLAN, LANDSCAPE IRRIGATION PLAN NOTES, AND DETAILS ~.~ .sf', ~..-::;,- c RECOMMENDED FOR APPROVAL '~d ~Z § By: _________ Dot.: _____ I~ III t'<J ':;;0 &ill. By: _________ Dot.: ____ g..., "",I By, __________ Dat. ____ 5LU ~ to COVER SHEET C1 l;' a:i ,. o o o z m ~ 5 _. ~ o i i. '" o ( 1 1"=60' C/) .w GO Z> -I:<: Zw ZC/) :5-1 "-,.; o~ Zw :5::;;; z '0 G"" z--> I:<:z Ww w Z . -G Gz z-w(;:j :=!~ >::0 OC/) 120 ,,~d RIGHT OF WAY DEDICATION (WIDTH VARIES) I I -----/ J I I I I I I f I I I I I ! I I I I , \ ) I I I I I I , \ \ /', 1:, .. , I . _,,1 " \ ;- I : j'" ---~. , " ~---l I--- l JI----__ I / \ ) V-~J'--r' ; i' II : 11_. r , il t __ . '" Q~ ____ I , , , , , \ \ G To REMAIN EXISTING BUILDIN FF=13Q,27 NEW ELECTRIC TRANSFORMER IF NEE[)tu~ I i , I I / , I I , \ ) ( I I I I \ \ \ ) I \ \ ' i I , I i I , I I II \ i j ~ '\ i \ \ "\ ' J. \ I \ \ " \ \ \ ' \ \. \ \ \ \ \ \ I ' I , : I , I ) , F / I , I / / / , I / f II / / / ( / / I;f / I I I / I f / / j /// /;' / / (i ;' /j I/!I!, / J } ; ~ ("1/1' / / /' / 1/// J j f / ' ! ! I;, , / ' I fll~~ HYDRANT / 10 /BE' (RELOCATE~/ i / I , / /1 / -",/ // / / / j / / I / I Vl W Z o 4 "-W Q' X I m o o N "-N ::::. N <Ii E ~ -2 o o ~--------~ ~ --~--~-~~-~ ....: Q. " o z o Ui ~ ~ G'i IY <>:: ~ ZW Wz 0~ a::W wa:: a..G: Cl Cl W W (/)(f) G'i~ a:: a:: 1'=50' o 25 50 'S,'F" l ~ l¥ 2/12, 0 en .W GU z> zO:: ZW :'Sen "-:;i of-' zZ ~!::;! Z '0 '-'0:: z--> o::z i::::i w z . -'-' '-'z z-wGJ ---,> -0:: >::::> U(f) 100 I ", -'" ,,'::Z -""~ PROPOSED TEMPORARY DETENTION/EROSION, ~ SEDIMENTATION CONTIiOL POND MIN. TOP OF PON¢> EL.-l08.0 MAX. W,S. EL-106.0 STATIC 'l{.S. EL.-l02.0 BOnOM OF POND EL.-97.0 J J I I i ! I I ~, I ~-! / J J )1 ! I /1 / / / . I i I 73 LF ;18' TEII.1P()R,iIAY'.f-, if ! I V ~ _0" ~~'--n~~~~;~~--==-~ MATCH E~NG it~ 10r.°~Wi ELEVATION WiTH RIP OUTLET / I I ! J I I , , , , ! I / I ! / / / / i ' ! " f i i / I i I / I ! i ' ! / 1 / I I / ' I TEMPORARY EROSION CONTROL PLAN , i , A 1\1 1 t, 1\ \.x lJ r\ /, i\; li1',:(\!i r'\ i \) r-,,! ,-)\..,), 1 SOC:l ~r I / I '\ INSTALL TEMPORARY CB, TYPE 11-48' OVER EXlSTlNG 18' PIPE AS SHOWN " RIM,,,, 1 06 .. 38 It=102.65 r ·,12'' N1l. N !E·:"'lO?,75'~'12." Nt? S PARKlNG'AND OAII/E AREA \ ! c:f, f ,," ~\LAY VNLii!f-Ji I ' , " I \ \ \ , I rot \ ,~ \ \ " I' I I INSTALL n:II.1P()~\RY~ FILTER FABRIC FENCE PER DET AlL SHEET ClO \ \ \ r-"":: I~ .... JI 'BALL HOOP \ ~\ • 'jUGS f~l1k'·" 1 06/-4 I IE'"', 1 D3,36," 12"· I'll: iE= i O:),jG,,' -12."1 H 1: • • 1 • 1 ~'o,~ I_ , ---.,-t • 1 \ NOTES: 1. ALL FILL MATERIALS SHALL BE TRANSPORTED FROM A LOCATION SPECIFIED AS ENGINEERED FILL. ANY SOIL REMOVED FROM THE SITE SHALL BE TRANSPORTED TO A SPECIFIED LOCATION ALLOWING FILL MATERIALS. 2. ALL GRADING, CUT/FILL WORK, INCLUDING PLACEMENT, COMPACTION, AND DEWATERING SHALL BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY COMPLETED BY ASSOCIATED EARTHWORK SCIENCES. AREA OF WORK: 324,600 SF EARTHWORK QUANTITIES: CUT = 1 ,800 CY 2,700 TONS FILL= 7,700 CY 11,550 TONS CONSTRUCTION SE~UENCE 1. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEEIlNG WITH THE CITY OF RENTON. 2. POST -SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION ON ALL CATCH BASINS THAT WILL BE AFFECTED BY GRADING OPERATION. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. B. CONSTRUCT DETENTION/WATER QUALITY POND. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. ROUGH GRADE THE SITE ACCORDING TO ROUGH GRADING PLAN. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDmONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS. 13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACES, THE ROAD SHALL BE SWEPT CLEAN THOROUGHLY AT THE END OF EACH DAY. 14. NO WASHING OF CONCRETE CHUTES OR EQUIPMENT IS ALLOWED UNLESS ALL OF THE RUNOFF IS COLLECTED AND DISCHARGED OFF SITE. 15. 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, CDMPOST, PlASTIC SHEEIlNG, OR EQUIVALENT. 16. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 17. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 18. UPON COMPLETION OF THE PROJECT, STABIUZE ALL DISTURBED AREAS AND REMOVE BMP'S IF APPROPRIATE. t3 z o ~ "-w '" X ° I Q u o z 00 'l § '- .,J 0- W o w ~ o >-rn z o if) [;j 0:: I l-=> o Vl W => Z w ~ o z ('oJ " l!) 1'=50' If) _w GU z--ir Zw 5 If) (l,,..J ~ Oz Zw :5:::;; z -0 Go:: z> o::z t:Jw z . -G 0z z-wi';:; ,..J> -0:: <::::il UIf) 100 I • / • / • • / • /. • ( • / i \ i \ \ 41";\ 1-)-/-' f!~ .. i\! ::: \-1 j j ".' I • L. --.--- I '" \ ; ! ! \ / ! \ .) \ \ \ TEMPORARY EROSION CONTROL PLAN SJCB PIM~lO!.(!') 1;:>",,103.72,.., I I I ~)SMH ~~1f0."107.57 em. CHi'lL.--9LL27 ~ / ! ,-TEMF'ORARY CONSTRU.cTION ENll1A/I{CE PER C.?R. SlOS. , / ~ '_ I it? "" I I I ~ ! , , \ ilQUSE \ \ i i i i i \ I I SDeD ~{!hj 0""1 ~ 4,56 if>'110,eg,·,H)" 1'112 '; ![= t -\ LL:Jr-1 7" N-I L S , /" ----"""-,,, , , ~ ':@---->I .. ~iti --- SS}AH RIIA··116.J5 / ~-------------------( " , ' , ' , ' , ' , ' , ' f-LUfJk I: : r.i ,_\ ,~·,.."I·,', I :t_~_VF.ll,JI\[ I :::iH;,:JO I : -, I I I I : I ' I : , I -------------------~ I ----------------. 'NTSilLlJ F"LJJLIf< [I .j-:V {\ ~"li ih: 001.:")0,(':7 I J ____ _ ,.,}.... I :::, f '- ~; , ) lOJ? '."",,-.." ... - - -.r.C" '" ~~ \ \ i " \ i i /"' ~'-~~" \ i " , I A'I,. II -. I J I , I PROPOSED i I ~. i iii ~: I; BUILDING PAD 'I,>,,} J i C'?""'FF-130.27, . ,,,,.,," .• " \ i. \ h 1 , i \ ! , \ \ \ \ \ i i \ \ " / , , I I . I! 1 I I : ! ~ 6 :~:z --"~ ..... _." ~~~----"'--- SDSH HlIA-< 2C),t,8 lb"c:l:!6.n'·'i2" til? S IC·.~12G.08"';?" N"I:! N ! I I , I I ) / l !. . , . I ( / ; , ! ! , /; , I , . / ! . , ! ! / .. )( ! / ,'r,' i i I ! , J ! i , i I i i i i i I / f I i / / // ;. I ;;1 j! i \-l1~MF'ORJ~RYROCK WAL4 TEMPORARY RL TER FABRIC FENCE PER DETAIL SHEET etO , \ \ \ \ \ . , !\! / J\ i \1/ r\ t") ~ \ <-.'~ \.) \. Vl W Z o ::i' "-W '" x I 0> o o N N '" '0 o en c '0: '" '" r-____________________________________________________ --I c !g o " L"LI ~I~ __ ~_~~ ____ ~~ ___________ ~ ____ --_____________________________ --______________ _ o u o z en "l b '" x VI Of ....; 0. " o c o w < o >-CD r--:~E±!I ~ o 30 & :r: I-- ::J o (f) 1'=30' U) .W (.!)u z--ii;: Zw ZU) :5....J 0..-0: 01--zZ :::;!:!;! z: '0 (.!)a:: z--> a::z [:jw z . -'-' '-'z z-we; ..Jii;: >::0 UU) i i i' . f I • I I ! I ! i I , i , i • i ill en IW ':::> Iz i~ '« o z ~ f I f • i i I I I . ; • J f (I j I I I ~"-; " OOi-Ot / I ., I ; • I , I' " " ., J I I I; I , I' i -I, " GRADING AND STORM DRAINAGE PLAN MATCHLlNE, SEE SHEET C6 • -------------- . ................. _, 11~r"-'Ii I :-: / I I / i ! I f I ; I f i I i I I I f f i I / f i f f Ii / /I' r / /t ,I II / If / Ii / I i I I Ij / ~) ) I I I I I I I I I i / / / i f I ; I f I f '\ ~ \ I I I / I I- I I I I I I ; - , I - CATCH BA6I'I iNV8IITORY' CB #11, TYPE 2-48" RIM=109.5 IE: N,S 103.53 CB #12, TYPE 2-;48" RIM=109.5 IE: N,S 102.57 CB #13, TYPE 2-48" RIM=109.5 IE: N,S,W 101.6 CB #14, TYPE 1 RIM=109.5 IE: 12" N 106.5 CB #15, TYPE 1 RIM=109.5 IE: 12" N,S 104.7 CB #16, TYPE 2-48" RIM=109.5 IE: N,S,E,W 102.75 CB #17, TYPE RIM=10S.5 IE: S 104.95 CB #18, TYPE RIM=109.5 IE: NE 106.5 CB #19, TYPE RIM=109.5 IE: NE,SW 105.0 CB #20, TYPE 2-48" RIM=10S.5 IE: E,NW,SW 103.9 CB #21. TYPE 1 RIM=10S.5 IE: NE,SE 104.8 CB #22. TYPE 1 RIM=108.5 IE: SW 106.5 .6"" .)' 0 y'''' NI· § ~ Oz' ~ I FIECOMMENDED FOR APPROVAL <{ ~V By: ________ Dote ____ 5u.i ~ g.., CO~ GRADING AND DRAI~IA'GE PLAN C5 ~ 0 ~~_L~~_L~ ____________ ~ ______________________________________________________________________________________________________________________________________________________ ~ ____________ I~ ______ ~~m \' L D u w ';;: o >-m o I I I- :::J o VJ w ::> :z w ~ o :z C'.I " Ii) ~ N CO 30 i \1 55 1'=30 60 £ ") /12 '0 (f) _w <.OU z--~ Zw ~(f) 0.--' ;:"= Oz Zw :"i::< z -0 <.0"" z--> ""z i:::l w z --<.0 <.Oz z-w~ --'E:: <::::> U(f) 120 I \. \ GRADING AND STORM DRAINAGE PLAN , " " : , , , , , , , , , , , , , , , , , • • , , , , ' , , , , , , , , , ,: , , , , ! I , , , , \ \ \ / I I 1/ f I : I /\ \ I i I 11 I ( I I~~ I ;1. f "Y "-, ! \ ·::~!ta9.56 /1 I I I I I I I I I I I I I I I I I I I I I I I \. i., IN EX. 100 IF 18" S.D. @ 0.44% IE::'-1 D6.4j("~, ~i 2 1 ) It:~:.-1 06,09<0;! gH .! , EX. 169 IF 12" S.D. @ 0.72% '1 ())1 /1"1' '1 '2 "" 0 / ., j ._ i I i ,I (4) " i EX. 200 IF 18" S.D. @ 0.45% BOlLARDS , \1 i 'I I I i,: ~l-II I I' \,'---jiir~ / I i I / I / I f I J I I I I I I I , I I , i MATCH NEW SIDEWALK ~ / N , II " , " " " " " " " " , " I :1 ! " I " i " " " " " " " -" ! \ :t-, " " '" II \ " . " " " " " " II " " " " I, " , , ! • I I I I ! , , , "1\1=110. ,I " ~" EXISTING PARKING I I , I ![ i I I I ! • ! 09. " / i i i I ! i " C' i-,r· ,~, ·-...!L)'v lj ! , ! , , ! ! , ! EX. 129 IF 12" S.D. @ 1,88% i / " i I ! ! / / \ \: / \ \ \ r,(,\,,"" 'Yj\/:~j Ii\.J "I .; y. L. • 1 I"" '2 ) '\:' / ,',' N 01'46'13" E " " , " 'Ii " , I" '" " '" I " " I , 1296.03' I -I -I -I -I -I -I -I -I -I - I CATCH BASIN INVENTORY' ~". " .. -~ '. CB #7, lYPE 1 RIM=126.3 IE: N,S 123.3 CB #7A, lYPE 1 RIM=123.7 IE: S 119,1 CB #8, lYPE 1 RIM=115.95 IE: S,NE 112.95 CB #9, lYPE 1 RIM=110.04 IE: SW,E 107.63 CB #10, lYPE 1 RIM=109.2 IE: N,S 104.5 CB #11, lYPE 2-48" RIM=109.5 IE: N,S 103.53 . ,~ (" ..;...: l' x (f) w Z o ~ ~ o u (f) , . r I " o o z m '? , III o :0 ::) CL '-.. '" c '6 '01 en '-.. 0> C 'c c o 0:: W !;( Cl I ~ o (f) w :::::> z: w :;c o z: N f'. 1'=30' '211')10, x Lt if) .w 0U z--6< Zw ~if) (L-' ;5 ClZ Zw ::5'" Z '0 00:: Z--> o::z t::!W Z . -0 0Z Z-WG::i ~&: >::0 Uif) 120 J , \ 147 LF 12" CPEP @ 1.71% I - -• -• -• - -• -• -• --• • -• -• GRADING AND STORM DRAINAGE PlJ.AN Ii , , ,j / / I I I I. I • 1 1 , , 1/ --, r 1 ,I I d i)_ --I ( . ,I • : I • , . : 1 I , , . :,-",) ------. It·' } ! 'T I : \ .--------, ,-__ -1 /': P-I EXISTING BLDG. FF 130.27 SDC[J ( !fl'.' 21 5"1", '12" 1_ .. I __ j., .... .; _ AREA DRAIN RIM=1 IE=127.81 AREA DRAIN #1 RIM=130.0 , , I '---. / \ ) / \' 12 ,I • i __ \12 W AREA DRAIN #3 RIM=130.0 • • • : f:',v-, I ,-J-1 I: !..U * • I 1 I" I " )") f 1 ri I J '-.~ '7( '. / \ : ' ) i: . • I · :'~'\ . I '",_j I ~j " r I • • • • I • • • I I • I I I r'.J "J I • , " -----~; ,II '. , .. ' i, 1 .,1 I ' L!; • , 1 • ' 1 .. • I • I I I; I 11 I I Il • II 1--------_11 I I I I I I : , , • • I i I 1 , , I J I I' I I( I I • I. I ! : 1 I • I: I ILJ~ I I I • I • ! I (Y ----.!..-- I ' 1 " I , , , , 1 i I , I I i I I I I , I I i I , I i I , , i / I I 1 1 i 1 I I , , , , 143.0 135.6 \ (''' ~f' , , .... " '~," .) I);, U , I F<:M"1~9.4\[) , / / ,--\1 '"1 ~ /.1 ,.HI !L~:-~ \ 2q,bo~''''b j , I I , 1 I I , , ~ l{J '( (~I 'YI"1 \ .,+-'"'' ~.j J. --'I \ '( , , 1 , , I 1 r);I';l '.' r,t' t\i.V1"··=:1 i~ / , , \ / / I , I I I j ! , I i I i, ;; , ' I I ,/ / / I f 1 ) I .' /1 % I I ~)" /! , 'I 1 , , I , , , /1 , I ,J iY I I / / 1/ I // Y 1 I I , I / / // // C,PEP / i / / / 1/ / , . , \ , , \ \ L\ \ \ I 1\ , \ , \ I ,. ("' ') " "',1 'I," "J, 'I~~\'" ./ \ J ''1' \ \ il \ \ Ii I ! I , I'll ~ t:'i\Jci f~) ," Lt.] f'~ 'i, I, I ",. '. LJ.J "\1, '12" 'i " -\1\ Vi CATCH BASIN NVENTORY: CB #1, lYPE 1 RIM=132.6 IE: N,W 128.5 CB #2, lYPE 1 RIM=135.7 IE: E,SW 132.7 CB #3, lYPE 1 RIM=142.4 IE: NE 139.4 CB #4, lYPE 1 RIM=143.7 IE: NW 139.2 CB #5, lYPE 1 RIM=141.05 IE: SE,NW 136.8 CB #6, lYPE RIM=129.00 IE: S 127.00 CB #6A, lYPE 2-48" RIM=133.3 IE: E,W 126.21 CB #6B, lYPE 1 RIM=135.18 IE: E,W 126.8 CB #6C, lYPE 2-48" RIM=135.33 IE: N,E 126.28 CB#6D, lYPE 1 WITH SOLID LID RIM=130.2 IE=126.15 CB #7, lYPE RIM=126.3 IE: NE,S 123.3 CB #7A, lYPE 1 RIM=123.7 IE: N,S 119.1 CB #7B, lYPE RIM=125.0 IE: N,S 119.75 CB #7C, lYPE 1 RIM=126.27 IE: N,S 122.27 soco INVENTORY SDCO #1 IE=120.0 SDCO #2 IE=120.77 SDCO #3 IE=123.1 SDCO #4 IE=123.3 SDCO #5 IE=123.6 SDCO #6 IE=123.78 SDCO #7 IE=124.3 SDCO #8 IE=124.4 SDCO #9 IE=126.0 SDCO #10 IE=126.6 SDCO #11 IE=122.78 SDCO #12 IE=122.35 IJJ W Z o :t '"-w "" x I '0 I II o o I OJ "6 u IJJ ij u " z m o • '-w '" x ...; 0. " o " o z o (f) GJ 0:: I I- ::J o (f) 1"=20' .~20 40 \% J I i I / STORAGE VOLUMES; LIVE PROVIDED=17Q,O'13 CF LIVE REQUIRED= 152,087 CF DEAD PROVIDED=10ID,173 CF DEAD REQUIRED=34',204 CF , MAX. W.s.=107,b'!-." STATIC W.S.=101.p IJ.j 100 i • ,W I~ I 10 12 :(\1 10 ..... r i I I' , , I . " FRAME AND LADDER OR STEPS Vl .W (!)U z--> zO:: ZW ~Vl 0..-' ~ Oz Zw ~"" Z '0 (!)o:: z--> O::z [::jw Z • -(!) (!)z z-w~ -,> -0:: >:;:, UVl OFFSET. SEE PLAN SHEET. RIM=110.0 100 YR. WS. ELEV=107.0 ~ RISER OVERFLOW ELEV=106.75 PIPE SUPPORTS 3 x.a90 GAGE BOLTED OR IMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING. MINIMUM ONE SUPPORT. INVERT ELEV.=101.5 24" OUTLET TO SWALE SEE NOTE 5. 8" DIA. CLEANOUT SHEAR GATE PER DETAIL NOTES 1.0' MIN. 24" t1 o POND DETAIL SHEET >~~t--==========-=_;,=====~==~====::== __ ~_~ __ ~_j __ s~~~,~-::-~-~--~-~-~:?~!-=--=-~-9mO=r~,:,=·:...=J=-=-==--=-=--=-=--=_= __ = __ =_= __ ~_:::: __ =_~ __ ~_~ __ ~ __ ;_~ '~~.,.'''' ~ --~:~"","=-------,-.,.,::-.--to ~-----------____ _ NOTCH WEIR, IE=106.45, L=1 " MIN.l c , :::.,---:-,-=-:--=--------"'=:---~.,..lOJ;::.;_ 'T::::=:=:, -------l'?--------------------------r-"v-'--'" ::-,-::-::-':-:'--:::-:-:-::::-,-=::--------,-,~c.'~ "'-, "I ----~---_______ ........ -.~,~ ----~--------------~~ -----------------~~-.-"'~--------~~ --, ------ ROUND SOLID 'COVER MARKED DRAIN" WITH LOCKING BOLTS SEE KCRS DWG'S 49 & 50 '-'---'- STANDARD GALVANIZED 1 • 'I • I I 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 STEEL LADDER/STEPS SEE KCRS DWG #39 30" 'I> BAFFLE RESTRICTOR PLATE ORIFICE '1>=2" ----- /1 'f II ! ! /I , i , , i . i , , i /1 ! --------\ --------------------1 I CELL 2 ,,'BOTTOM Et"96.5 " '" ---1 1 1 1 1 1 1 1 1 1 1 1 "''-UI 1 108.0 TOP O~ 110CK: 107.5 :::t-:::::k:--CB:.O;,TTO~ rF ROCK: 107.0 1YPE 2-48" MH WITH BIRD CAGE RIM= r~Jf.~~;,.~ IE=\\!' ------- ""-~:::: ~::-:::"~. ~~ , " '~-~--'-SD"/iH /2" , ~~tk+~ ~1(1?),)9 ~ ~.: ,COi\IC--VVl>d L ,," ~ 't(!?i; '''''I'' 'f';'''''~' I") :::1"1 -"0 ,:Uf'\ '- "-,~_ 1~=;;;2,j·f'"-"'lfj"~N1L Sf ~-_~'~O:~Oqr-" '18" ~r~ S-j\IVI "k, TO BE REMOVED ", .. _- NOTES: 6" IE.~1 05.0 ni===~=-=----+-+---~SEE ELBOW DETAIL , N 24" INLET 4 PIPE 12" IN EL=101.5 2ND ELBOW IE=105.37 ORIFICE ¢ =5:ll!" INVERT EL=101.5 REMOVABLE WATER-TIGHT COUPLING 6" MAX. /1 / / /II,';'~';,; :,:,;'i;':~",:N I ! I ! I I .---------108------...>,;,,;).\'·;;; I I EX. CELL TOWER TO REMAIN ~lN ;f{:;::~;tfr~:?dl I I NEW FLOW RESTRICTOR CATCH BASIN #23 SEE DETAIL THIS SHEET \ , ,~ I, 'I rFLOWD _,-EPrT,H=c:c0-;.5",,'~.-__ _ -, TOP OF POND EL=108.0 o O~~~--I -,~~~~-~c5 0 6" MIN 20' .3:1 ..... 0:0 J:DO oVOO oVOO oC(JvcrcP OcJOutiP:"": .. \""----T:6;;-,, ~M:::-IN:--TOP OF ROCK EL.=107.5 BOTTOM OF ROCK EL=107.0 NOT TO SCALE 6" MIN. DEPTH, 2"-6" DIA. QUARRY SPALLS VJ W Z o ::{ u.. w '" x 1 '" '0 o Vi .' ii u 6 z on o " § '- -+-' "'-Q) o c o I l-=> o Ul 0+00 o NO a; <0 rnO) NO .0 m . 00'" 0> 1+00 POND DETAIL SHEET ("-1 0 .1{) "' . 0"" _0) nO . "' 00 • (]) ~ 2+00 o 71{) o-lW rnO) 115 1=.=. = .. = •. =:= ... = .. :;:~T.= ... = ... =:::=:====:= .. ====.=_.=~= .. =+. -====r=. = ... = .. =.= .. =-= .... = ... 1=1 ... =.=. =.= .... = .... =. ============ ... =::=: ..• =::.= •..• = ... =.= ... = .. = ... =r:: .......... -. --,--+-......., 115 .............;;;.. ....._ .... _ ..t:.cHAlriI[u'nU:ENCE I .. •• •.. • .... ··.·•· .• ····· .. · ... ~ '::::':':~:::=:::~:.:_: .•.... : : .. : .:::.:':::L:;L.:tl.flQ.V.Nlf:PQNO m .... .. · .... ·1· 11O-:::::. ... :~~~~:~ I=::.====~·~~::.::::.=:=: 95 ~.-.--.~,.-.-.. -'-0) _._-_ •. -~-~-.. ""i-'~~"'--'~-'''' ~_MM~'~_" " .••. _ •••• to " .... ~ ... _M."_~"W_ ••• ~~M. __ ~~.~m._ . ... 00 ... __ ..... 0000 ••• + .. ____ .... .... __ ''''''''00''''',' •• 00 ........... __ ; 0+00 1+00 ,....0 • I{) CD • 0'" ,"_ 0> NO .1{) '"' . 0"" .. 0) ''l OJ ..... a:J • 0 .... ° 2+00 2+20 3+00 \ '\ \ CD en ° 100 3+60 TYPICAL KEY NOTES: 1. OVEREXCAVATE AND KEY INTO EXISTING GROUND THREE SIDES OF POND. 2. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY DENSITY, MODIFIED PROCTOR METHOD PER ASTM D-1557), PLACED IN 6" LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT (NOTE, IN GENERAL, EXCAVATED GLACIAL TILL WILL BE WELL -SUITED FOR BERM EMBANKMENT MATERIAL) (TYPICAL). REFER TO GEOTECH RECOMMENDATIONS. Vl W Z o ;:( II '" 1 "D C o 0. 1 '" o '"' :=c.p --;:;;0 .§ '" 0> ..-"'...-r---------------------------------i·~o· FIECOMIIEtIDEP FOR APPROVAL ~ ~z o 8)': __________ 0010: _____ ~ CD :';-0 8)': __________ 001.: _____ is J o W 8)': __________ 001. _____ 5 .. u..j ~ 0 ~ 0:)1-'" "'.... z POND SEC1lONS C9 't 0 L-~~_LLL~~ ______________ ~ ___________________________________________ ~--------------------------------------------------------------------___________________________________________________________________ ~ ________ ~~~~ __ ~~m .,J a. OJ o ~~ I~ I C U < z o (J) ~ [;j ~ '" <>: H Zw ~Z d::5 ""w wgf CL u.. ~8 (f)(f) ~~ EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE 5 . 6. 7. INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR.lN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. ---' 4" -6" LOGS FLOW LOG CHECK DAM NTS 6" 211Uo l '" THE DISTANCE SUCH THAT POINTS 1\ & B ARE OF EQUAL ELEVATION. ROCK CHE;CK DAM NTS I I- ::J o if) rn _W 00 z> Z'" ZW :5 rn CL-' ~ ClZ Zw :5::. :z: -0 0", Z--> "'z I:!:lW :z: • -0 0:z Z-WG:; -,> -'" >::> Om ~~ 0 ·0101" ,-V &90 ,-' \l>\l> .y 'b <C 'i 'T, 1 SPACING BETWEEN CHECK DAMS ' .. '~~. =,. FLOW 2 -. ~1 , '"' I r '-'- cL ' ROCK CHECK DAM N"IS ! 24" ! CHECK DAMS ADOP'rED CITY O~' HBN'rON STANDARD PLANS LS'l' DATE: 04/04 NOTES AND DETAILS TER FABRIC MATERIAL 60" WIDE ROLLS. US!::: STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. IT 5'-0' t-~. ~ 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV, BURY BOTTOM OF FABRIC MATERIAL IN 8" BY 12" mENCH l 2'-S" -I j l]--6' MAX ---4 FILTER FABRIC MATERIAL 2" t3Y 2" BY 14 GA. WIRE FABRIC OF EQUIV. PROVIDE 3/4" -loS" WASHED GRAVEL BACKFILL iN TRENCH AND ON BOTH SIDES OF FItTER FENCE FABRIC ON THe: SURFACE. 2" BY 4" WOOD POST AL T: STEEL FENCE POSTS. 6" BRUSH BARRIER NTS NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2, MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE fENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN lHE U.S. STANDARD SIEVE NO. 200. THE [OS SHOULD BE EQUAL TO OR SMALLER THAN lliE SIEVE SIZE mAT 85% Of THE SOIL CAN PASS THROUCH. 5. THE TRENCH SHALL BE BACKFILLED WI ii-I ;'/4" MINIMUM DIAMETER WASHED GRAVEl. 6. fiLTER FABRIC FENCES 'SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, (JUT NOT BEFORE TilE UPSLOPE AREA HAS BCEN PERMANt::NTlY STABILIZED. 7. FILER FABRIC FENCES SHALL BE INSP5GTED IM\1EDIATELY AF1ER EACH RAINFALL AND AT LcA'ST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS st1ALL DE MADE IMMEDIATELY. FILTER FABRIC }'E:NCE DETAIL ADOPTELI Cl'l"{ eF HLN'rON STANDARD FIANS 1ST DATE: 0-1/04 DATE REVISION BY PPR D DWG. NAME: BO£6 SP PAGE: 8066 R/W .--E:XIS;TING GROUND \ _XISTING GROUND 100' MIN. ------1 (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THf\N 1 \ :RE OF EXPOSED SOIL.) "E[ I'=, -~--'--~-"'"~d-;Ui/I R=Z5'MI Z / EXISTING ~RIVEWAY RAMP OR SITE ACCESS ROAD Pl._AN NTS 1. Use 4" to 8" quarry spoils or crushed rock for surfacing as shown. Materia! with 'fines' is not acceptoble. 2. The 100' minimum length sholl be lengthened as necessary to insure material is not trucked into the public ri9ht--of~woy, >-~ o « o "' TEMPORARY CONSTRUCTION ENTRANCE ADOPTED CI'l"l OF RENTON Sl'ANDMW PLANS lliT DATE: 04/04 :t w DATE REVISION EN PPR 0 DWG. NAME: B067 SP PAGE: B067 DATE REVISION Y PPR D DWe. NAME: 8068 SP PAGE: 8068 POLYETHYLENE CAP PROVIDE ADEQUATE STRAPPING 24" ¢ CORRUGATED METAL RISER ~l==d*;;~l-----TOP OF RISER=106.0 PERFORATED POLYETHYLENE -~----J~ DRAINAGE TUBING, 1Z" DIA TUBING SHALL COMPLY WITH ASTM 5667 & ASHTO MZ94 MAINTENANCE STANDARDS WATERTIGHT COUPLING 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. Z. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TACK WELD I 6''''MIN 18" MIN "I" L L·_~~ __ ~--'· __ L_....I ___ -DEWATERING ORIFICE IE=1OZ.0 SCHEDULE 40 STEEL 18" OUTLET STUB MIN -4 13/32" DIA ORIFICE PER CALCULATIONS .--CONCRETE BASE -I ZX RISER DIA MIN 1·- SEDIMENT POND RISER NOT TO SCALE 11 ' FLOW DEPTH=0.5' 6" MIN. DEPTH, 2"-6" DIA. QUARRY SPALLS OVERFLOW SPILLWAY DETAIL NOT TO SCALE iIJIIJI:= _ ..• -, I '-=11":_ z "" ~lli"'III'I'III~I' ~ ~I -~ =11' \ -I II _ I~_I I ' ·'-111- \ TEMPORARY INTERCEPTOR DITCH NOT TO SCALE , \ TRIM GEOTEXTILE NOTES 1. PERFORM MAINTENANCe IN ACCORDANCE 'WITH STANDARD SPECIFICATiON 8-01.3(15). 2. SIZ~ THE BELOW GRATE INLET DENICE (BGID) FOR THE STORM WATER STRUCTURE I, WlLL SERVlCE. 3. THE BGID SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). FRAME -===::1~'r~~~~~~===-OVERFLOW BYPASS 4. THE RETRIEVAL SYSTEM MUST AllOW REMOVAL OF THE BGID WlTHOUT SP'LUNG THE COLLECTED MATERlAL. ., r-I--¥·'-"f.----· SEDIMENT AND DEBRIS GRATE \ F!LTEREO WATER CROSS SECTION NOTTOSCALE .. .< < : GEOTEXTILE PREFABRICATED BELOW GRATE INLET DEVICE DETAILS ISOMETRIC VIEW NOT TO SCALE / RETRIEVAL SYSTEM .-OVERFLOW BYPASS STORM DRAIN INLET PROTECTION STANDARD PLAN 1·7 SHEET 1 OF 1 SHEET r-t-~=~'~OR PUaUCATlON a 1'tJI1.~~~_I:fl:M ~ lff~ tll'1II(I~~ IUln W W ..... !I"I$IIOn,.. "'T,_' ..... oI..sTc" V) W Z o :;;: u.. w ct: x I m o o N " N ~ iV E ? o CJ "" "" ~ ~ w ($, ~$' / u.i ~ <Xl r--<0 "'... g bo-a 0 CO~~ r----------------------;~ 0 G: TESCP NOTES AND DETAILS e10 [;:!Ii L-~~~~ __________ ~ ______________________________________________________________________________________ ----------------------------------~===-~~~~==~~~ I,-"~ I .LI __ ~~~_~ __________ ~ __ ~ ___________________ _ " o .0 z m 'l [5 ~ '" ..... ....; a. Q) o Zw Wz ij:5 ",W w'" Il..r:;: Cl Cl W W VlVl ~~ " o w !;{ o z o if) (;j 0::: Vl .w 0U z> z<>: Zw :5 Vl 1l.....J ;::; Oz Zw :5::;; :z: '0 00::: z--> <>:Z t:JW Z . -0 0Z z-W(;:j ...J~ >::> UVl GENUU.L ~JOTE" -1/2"XS" EXI'AtiSIOr; MATERIAL CI.,RCI RErURJ'! mil'! STNlDA!{O CEr.1. ceNC, CURB t·:'liJ CUTTE,," .OINTS: D .. ~Mf .'GIN'" ~11.~l'_ ~t. F-LAG£D no; TO OXC[EG \0' C(,; NQ~ 'f.5S TH,'N n:' ~/I;. I~n Qj/ILL [WI 1£ L"S\ rHAN 3/16-' II! 1IIICKN"S~ N·10 5,-AU. ~. !;:HEf,DED t' ~lLCW nw GUl-:E~ LJ.~E, __ I," THRU .J~I"tS ~~ALL 3E PLAa:D AI ALL C~I.~ .Qlfll~ .~s ,IRoGilD ~y [rl:;wrR "tlO SH_'\L E~lE1'V'" BEleW C~Nrfif-C \\>1(R£ lrlE: ~OI;""1.K ~ W 8, PI ~C"f) !,c,\lrj~T 111, <':JH6 N.) Guo-T(R, "HE: JOiNT 5J1ALL ;0 ~ CI.A.~ .DINT 1/2·~ so. ,Y?N,SICN ... ~rEPJ.'L SH.IJ.., EE H .. '\"'D I f<~~ PC.'S TO r T:S AT All CURH "f:lu~rl, i!~"X4·.E).~lllj";O~j MAn:"'~L SHAcL iJE ,"L!.';W AT ~',;:R{ FUU~I-I S:U""',I)( P·.'j[l ]Hi: ~o<'~r.~T' "iI~ FOR "lX'.VAL'S SH)lL CU"..f[h'!.I m mE F<EQUIREllc:n, OF CLAS, ~ (V,,-) V,I'\>i ~'R [r<,',,,,r,,,I('" ~EVISIO\I CONSTRUCTION NOTES AND DETAILS "\--CUlt c~;.r1C. CURB I\tJO GU 11m \ \: e TYPICAL SlCEWALK ADOPTED l:1'fY (J)' llliNTUOI STAtJD,uW PL..O.tJS lxr D"'1~, 04/04 DV,C. NM..-IE: F007 \_ CRIIIEWA'{ rAPER (TN) sr:' P .... ,GE: F007 ct> _ .. 1. __ . '~-'----1 \. I \ U,~I,1..M\Y EHThi.NCE S'D[ SLOR'.;: (n-P.) CEND)'!, CN;C1ETE PRIVI~\,{AY 8NTI~!\N~E 1'YP~S 1, 2" ,:], .k -1 ADOPTED \'lW DF REil('D;I STANIJAlil). J-'l.,AN::: 13'l' DATt:;'U4/04 D'NG. NA,'At:: YOGA -0 SI" PAGE:'FOCvi.3 FRAME AND VANED ORATE NOTES 1. A1l Jll\ aooeproble alleIT,are Ii) rtlbiif. win. mesh having II mklimllfTl area Q( 0.125<1",,1);0 indle5 per loot rnJ1 b" used. llka mesh 5h~lll\ot be plared in ~nock()utt; 2. Tlw r.~odlo~t dlam ... wr ,h~j nQt t:<l qre;.\er tnan Ie". KnodWuls sha" M~& II Wall ttJjckne~~ of 1" minllnum to 2.5" tnalCimurn 3. The ma>lim~rn ~eplh trQrn the finished grad9lo!hi! pipE! iI1~11I1wlto:l5'. 4, Frame and \Ir.1W !'!1<1)! !xl h)lIta1l<Od with 1Iangll d<JWll 01 ca~t fnro aJj~$lrrieot$"<;:tloo. 5-1M pmcast hooe sedlon may hava a rCI,.lld&d f.uor and thlt walis may be $lop!Id at II raw \If 1:2.4 Qr iwejI<Jr, 6. OpeIlmg shall 00 meEl2ured st 100 top of the precagt base wction. NOTES 1. As ...... accapt8hla alternate to r;;bar, '>'VIra mash having a minimum 1Ir1l3 of 0.12 5<1uara JIIcllO!~ t.Jer luut may ba usW. V;ire mesh ahall nOI be placed In knockouts. 2. The kncr)(nut diameter shall net be greak!r Ih:lI'l1li". Koodw~1li $hOllI ha'ie a wal: thickooS'> of 2" millimum to 25" maximum, l, The max:imurn doapth ff'Jln tho finish..J gr~oo \Q Ih .. pipil in .. ert s~all t9 5', 4. Fr!lJl\~ and \Ira!", may De Installed 'Mlh ~ down or .::a~t IntQ adj~\'itfll~rrt se.::tillll. 5. Th .. prscast baSil $eWon m<ly lla'M \lls may t)e $Icped 81 a rare all:2oI\ or sleeper. 6. Openlllg $h.B1I Oe flli\8&JreC fit !he top of the pi\lWilt baoo IHICtiun, ONE #3 BAR HOOP FOR ft· HEIGUT TWO #3 BAR HOOPS FOR 12" HEIGHT ONE #3 BAR HOOP fOR 6" HEIGHT TWO 1t;l BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION ~-. + rJATE 1'1'3 BAR EACH CORNER .. ~ t)AH. EACH -SIDE PRECAST BASE SECTION SIDE I/IE~l j~OTF.: 1 This deb'is balTier is ior us", ou\3ice rOodWGY1 0n pipes .36" die, ::mc ~n;'JII<!r. 5e;;:: D'rA; :JR10P, TQr deb'i5 barriers Oil pi:;'i:ls projEc\!.1g from UriV()'0!(IY or roadll'oj side '.llopes. 2. All 5t",el port') mus\ be gul'lcJlliLd and CJ5pl\alt coo ted (Tr"utment 1 \.lr b::,UBr-). .5. Cl'c}-'-.smooth inlerir.:r pi:..>e reqJ:res bolt:> \<J srocure GtllJric; lYrrI'iu to pipe. DEllli:JS BA1'<RlK'<--: ADOPTED Cl'fY OF R&iTOH ~-rANJA:llJ PUNS 1St DN::'J::, ~,I/Q; DwG. f~IA':',1F: [J047 RECTANGULAR. ADJUSTMENT SECTION / tf-J BAR EACH COHNER ----- #3 BAR EACH SlOE ~=-h.L CATCH BASIN TYPS 1P PARKING LOT C. B. CATCH BASIN TYPE 1P PARKING LOT C. B. STANDARD P!.AN B-lb STANDARD PLAN .·1b . SHUT 1 OF 1 SHEeT PRECAST BASE SECTION :;HEET \ Of 1 ~ N'1'f\~O fOjl ~\lUCII1~ Harold J. Pe-terlefiO 00.23-04 ... ....,-"'F'_...... ~=- ADOPTED CITY'OF RENTON STANDARD PLANS ADOPTED CITY OF RENTON STANDARD PLANS LAST DATE: 0612312004 CITY Of RENTON STORMWATER DRAINAGE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. BEfORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.--~ -- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ·1988 STANDARD SPECIFICATIONS 'FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS~S6CIATIONS (APWA), />s AMENDED BY THE CITY OF RENTON DEPARTMENT Of PUBLIC WORKS. . . THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PlAN~: WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PlANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. \ A COPY OF THESE APPROVED PlANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CflY Of RENTON DEPARTMENT of' PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILdiNG CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMmED BY A lANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILflY. ALL PIPE AND APPURTENANCES SHALL BE lJIJD ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING Of THE TRENCH B0110M OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNifORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNifORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS ·C: WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE fACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMlffiD WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CflY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK/l0 PERCENT TO 20 PERCENT PASSING. LAST DATE: 06123/2004 SHAGS B013 i:J z o ;;: 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILflY. AN ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMmED ~ TO THE CflY OF RENTON UPON COMPLETION. '! o 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE J, OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER 0 DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER ~ <.0 FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. ~ 0 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFElY DEVICES, .§ r-... ~ l'l o· ON I' PROTECTIVE EQUIPMENT, FLAGGERS, AND Am OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND ~ :;:: ,::J ,,,;V <S'<$-SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK r----""""""'--a-.".-""""'-FOB--.-!""""-V-,.-,---I·"',," O· ~ ~ COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT ~ _ """"",,-"'-_ "" NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING -;;; Z "'" % DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECifiCATIONS 0 ..... z 1-07.23, TRAFFIC CONTROl., SHALL APPLY. 8y: __________ Oot.: _____ ~ III :t ~ 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION Is WITHIN THE AQUIFER ~ 0 ~. ,,~ PROTECTION AREA. 8y: ----------001·: _____ 1 § J OJ V"&"-f'lt ,,'V By: __________ Oote -----,5.LLi ~ ~ V'q. ¢ CO~~ t () ~~~OO~~_wL~L~L_L-________ ~L_ __________________________________________________________________________________________________________________________________ ~~N~O~~S~A~ND~D~8~A~IL~S~SH~E~8~~~~m '" a:: ii u o z ro ~ ,;: w '" x OJ ~ ~ z "J ~ (I() 0 ~ ~ "-r-. ~ " ~ ~ !Q !Q!Q "' 2l ~~ ---, '" ..£i"-- :c 1'31'3 :::; 0 (D(D 15 ~ 1515 '" a ~~ g 0:: 0:: ~~ ;;: uu ~ 0:: 0:: w W 0-0- "'I'-co " z 0 " ~ a !Q "' ~ -"-'" - 1'3 (D 15 ~ '" f-- ifi ::J u ffi 0- a w (f) ~ 0:: '" ~ a ~ I 0 n:: !Q n. n. <{ "' ~ W ~ 0 '" - >-'" m U z 0 Vi GJ n:: w j w 0:: G: 0 w (f) ~ '" 0 ... Z I I-::> o (f) Vl ,W 00 z--> z<>:: ZW :sVl o..:;:i 01-ZZ :s!:li Z '0 0", Z--> <>::Z t::l w Z ' -0 0z Z-W(;; =!~ >:::J OVl 6' 4> STEEl.. 6A TE F05 CO~.FILlED PAltITED 6ALVANlZED METAL DECKINe 6OLi1:D TO STEEl.. TUeE ~ :2 X :2 X 1/4 STEEl.. TUeE FAAME KI Y£LDED JOINTS TYP. EA. 6ATE L.EAF CONGRETE PAVEMENT as. 12' o.c,. (~) as VERT (5) as EA. ~Y AT 6OTT0M HOOPS • ". 0,(,. \ \ J :2'P 1 ': . " J ", I ' ' , I ' , '" " , \;, • ;" ,-' , , , ,. ,0 · '1 .J ,J.i " "J · , : ' , ; , , . • -$' > , .-»' , , , r " , " l! . ", II. . , , " • . . " , , ,0' v , " . I ,. -' ,-, , , ., j) .,' , . ~ ~ ~ * , , L • -,' : -'-" ~,-' , · , ~ ,,,-. ~' _,J .( . . " ' ,.. '..> '," . i"I'·· r 0 " , " :,0'" v , -' -" ~ t -" " ..-" ",". C,' :. I:'" 1'" • " " ;" ." , , ~ () '-~ ,\, ' , . ~ L:J' 'iff " 0 0 • , " . • '. . , , , " ,~ , . , , '. 3'-0" X 3'-0" SQ. , l l 6ATE L.EAF • ~'-4' NeRIFl') ----------- :0 II ~~--FOUNDATION BELOW "k--U GATE LEAF DETAIL SCALE, 5/4" = 1'-0 o \ \ \ \ \ \ "..------STEEl.. FAAME "..----PAltITED 6ALVANlZED METAL DEGKIN5 r--MET, AL COIJ.AA TO FIT oVER 6'4> POST (~ AM:A BEiWEEN ,POST • HINiSf) Y£LD TO FAAME X 3' TRIM AN6I..E :2' \ METAL COLLAA, TYP. Y£LD 6OTTOM COIJ.AA TO POST \ L TAGK Y£LD TRIM AN6I..E TO THIS SIDE ONLY. If1'tiAAIJLIC, ~ FITTINe DRIJ.L AND TAP HOLE (rr'P. 4 PL.ACE5) TRASH ENCLOSURE -GATE HINGE DETAIL sc,ALE, I 1/2" = 1'-0 It 411 It _ ._J 1 o 0 =*'n'l '" 1"'-1/2' STEEl.. Pl-A TE o o~ ""-1/2' 60L TS TO FAAME 11~'-+--'/4' C,ANE 6Ol.T Kl4' HOOK o 0 .--~ I-- t:::J~(--I' NIPPLE Y£LDED TO Pl-ATE 1~(--3/4' C,ANE 60LT Kl4' HOOK NOTE: SLOPE PAVEMENT TO FOLLOW LOT FOR DRAINAGE (SEE SITE PLAN) PAVEMENT (SEE SPECS.) "~' '.f' 5" CONCRETE SLAB WI H HI-TECH FIBERS REINFORCMENT,SEE SITE PLAN FOR LOCATION 4" COMPACTED GRAVEL ® ~~:'~~~I~oRASH CORRAL PAD DETAIL II U \ \ \ ~ \ \ 9 l'l <J 'il \ <! \ \ "-"- '" ;j '-. "-" ....... 9 <'I d d <1 ,'1 . '" 1'-4' 6ALV. METAL ---"mftlll Df(,K WITH TUeE STEEl.. FAAME AND BRAGE. r I <1 I Ll I <11 I I I £! l, "/..J I ~ <I. L\ --<I il <:/ <J il . . /J ,~ ~' l ~~'" 6AL V. STEEl.. POST FILlED WI ~RETE. EM£l);D "00' INTO CO~RETE FOOTIN6, TYPIC,AL. SEE DETAIL ~/Cl!J-5. / I J I / I PROVIDE AND lI~tAJ.L I 1/2'4> X 6' PIP;E 5LffVE FOR EAc,H (,ANE 60L T AT FUJ.L oPEN AND C,L05ED POSI1l0NS, TYPIC,AL. ---~ (f) w z o ::t "-w '" x C,ANE 60LTS (PROVIDE HOLES FOR 60TH OPEN AND C,L05fD POSITIONS) 1 I L _..J '---FOUNDATION BElOrl (TYP J TRASH ENCLOSURE FRONT ELEVATION SCALE, 1/4" = 1'-0" -'---- --- - - --- Q0 ~~~~/~ =~_~CLOSURE SIDE ELEVATION ,.,..".., ~ CAP o o (f) '" o o N "-. N BJ..A(,K VINYL (,HAINLINK FENC.E WITH BJ..A(,K SLATS FOUNDATION BElOW '" " " n o I <0 o I'---/' go <.0 'co aif'... .~ .,..... '" .,.... r---------------lii . -00 r::z ~ FOR APPROVAL By: ________ Date' ____ ::: III -;io By: ________ Date: ____ :5 J By: Date./. LW TRASH ENCLOSURE DETAILS et3 ~ ~ ci o lJ " ~ z w ~ " 0 • . z 0 . @ ~ " 6 .< 0 0 0 ~ " " 3 " w I;;;: o 0 z • , • · • • , 1"=50' I I. ; , · • • ! . , ! ! , • :c f- ::) 0 (/) W ::) Z W ~ 0 Z '" r--- LO ~ N CXJ ~ / I 0J to 0 CXJ X c;: '" '" N CXJ N r--- Ol<OCXJ -<ll 3:LOLO N N ''--'' .--.. f-LOLO Z"'N W..q...q. ~ '--' "--' (f) .W ou z--~ Zw :s(f) 0..-' ~ Oz ~~ z '0 0", z--> "'z ~w z . -0 Oz z-wi';:j -'~ >:::> U(f) ~~ ~ ·ON,. -1'0< ::Jt::J ;'>", ~ <f Cl Z :t Ui " ~ ~ " .... >;)y ~e '" ~ CO~ 100 I / -/- I / PRELIMINARY WATER AND SEWER PLAN , I 152ND AVE S.E. .-l-_ .. <-•• ~ ! -_."-_ .. -r---. ; -_.,--I' -~-- _. "._----..j. ----_. • PROPOSED BRIDGE I / / / / / ---,--~." ,--, ----p( OH r-'-.~-"-.... ,.-.. -. --~.- . EX. SSMH -----------II-H L ' _ .. ,J I " L~ _ • ___ _ '------- 11 ~- EXISTING BUILDING TO REMAIN FF-130.27 I I PROPOSED NEW BUILDING FF-130.27 , J , I I ! -I EX. F.H. iif~~::' xf,.\'·" TO BE RELOCATED I By: By: By: :r I • , \ I i \ . • I \ , ! , . \ F.H. ) / r-I~ONNE(:T NEW B" WM .'/'.<'.l'TO EX. B U WM "~~ .. -- NEW MIN. BU FIRE LINE T9" EX. I ,// NEW MIN. 8" FIRE LINE / ~FOR APPROVAL Dote: Dote: Date ! I d z m o """) ~u.i ~0 w • PRE. WATER AND SEWER PLAN WS1 '" L--LLL~-L-L ____________ L-__________________________________________________________________________________ ---------------------------------------------------------------~~~~~~~~----~~m o z m Sl \ ' ... "," ,,: 'OJ I ; 0;,"_, ,'it\' 'fI-'"1>-",,, _ " 'J~' .~ :0 :J 0.. "-en c '6 :J m "-en c 'c c o 0:: a:: 0.. 0.. « 1'=30' o 30 60 ~I 2/12,0 :r: f-=> o (fJ w => z w ~ o Z N l' Lf) ('oJ co C/J _w 0U z> zO:: ZW 5C/J 0..-' ~ Cl Z Zw :'5::::;; Z -0 00:: Z> o::z ~W Z --0 0Z l'5B -,> -0:: >:::> UC/J ,,--.'1 ' .. "'" E 121.1 FIRE TURN AROUND (TYP') 1"=30' FIRE LANE PLAN ~,.~/ ___ .-,.,", ----r~,) \ \ \ \ \ \ \ •• > _ •• _._-•••••••• \ \ \ LANE .. '--I" , , , i , ,. , , ~----------- I -----------------I I I I I I I I I I I I I I I I I I I I I L ______ _ /~--------------------( -------- .-------------------, , , , , , , , , , , -, , , , , I , , , , , I I , , , , , I , I , , , , , , , , , , , , , , , , , , : , , I '-----------. : , , , , , , , , , , , , , , , , , , , , , : , ---------------_______ J I I I , I , , I , , , I 1-__ ... ____ ....... --------_____ 2 ·~·-----I-' ...... ,.. i:m:mm"-. ,--,---_____ ~ __ W~UUW : \,~ i /1 . , .. , I / I \, ~i I ", :, ... ,.,. I I , ') \ / ---, " ... _--', ( I , I : , , I : , , I ! -------, , , I .--______ 1 C __ 3 I , , , I , I , , , I EXISTING BLDG. FF=130.27 " , , , 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 , , I I I I I , , , I , .. I , , , , I I , I , , , I , I , , , I , I , , / / / ~ i----- I I I 1_-... __ 1 I :---------. I I I I I I I I I I I I I I I I r"'\ I I I: .. ~ : )1 I I I I I I \ I I J \ I I \ I I I I I : J I I , I I I I I I I I I I I I I 1--,..------,· ~I..---' i I I I I ~1.----__ _ , I I , I I , I I , I I I , I , , , I I I , { .., . I I , .,. J I ... -' I I , I I I , , I , I , I , I , 1 .. _____ --_1 ,., I , ~ §,J __ I -......... -----; I I I i I I' I I I I:' I : I J : I I I' I , I( I , I , II , I' ' , I I , II.. J. : I ; , I ' ; J : , I ' , I I I , I I ------ .~~ . I ~~~~~~~::·=·t=·:·~~~~~~; .. ~,: ... 7,.~~~~~.;.~~~~ .. ~~~~~-:"~~~~~:L:,J~~ ------- FIRE LANE .. '~ • ''l !' '>,.. . ....... ~ •. .. ", • t· • DETAIL THIS . . .. ' . . . ".-" ., . .. 20' FIRE LANE PROP. 20' FIRE LANE NOTE' PROVIDE FIRE LANE SlGNAGE FOR PROPOSED AND EXISllNG FIRE LANES. ANY EXISllNG ARE LANE SlGNAGE SHAlL BE REVISED AND REPAINTED TO MEET lHE CITY OF RENTON STANDARDS. 8y: __________ Date: ____ _ 8y: __________ Date: ____ _ (f) w z o :;: u.. w <r ~ w <r x I ~ o " (f) '" o o N '" N .::::.. N ~ E j.= '" '" -0 o I g c z W '" ~ ~ III III ~ :f i o ::r: ~I;:: U3 " :::S:uu -'L ClrnOOCDO c o z o (f) ~ (;j G:i 0:: '" I-Zw Wz d:5 ""w w"" 0..[;: 00 w w VlVl G:iG:i ""'" o z 5:::;:::3 1"-20' (f) .W 00 Z> Z"" ZW :s(f) 0..-' ~ Oz Zw :5::. z ·0 0", Z--> "'Z [:JW Z . -0 0Z Z-W~ ~~ >::J O(f) 40 .,l • • • \ \ \\ CONSTRUCTION NOTES: <D SAW CUT AT EX. FOG LINE AND MATCH EXISTING PAVEMENT ELEVATIONS (j) INSTALL S' SIDEWALK PER WSDOT STANDARDS @ INSTALL 6' PLANTER PER WSDOT STANDARDS <D INSTALL CEMENT CONCRETE CURB, AND GUTTER PER WSDOT STANDARDS ® REMOVE EXISTING PAVEMENT FROM EX. FOG LINE TO EDGE OF PAVEMENT ® ADJUST JUNCTION BOX TO PROPOSED SIDEWALK AND/OR PLANTER GRADE AS NEEDED (J) EXISTING SIGN TO REMAIN ® EXISTING PLANTER AND AND FOUNTAIN TO REMAIN ® ADJUST EX. TELEPHONE MANHOLE TO PROP. GRADE @ EX. POWER POLE TO REMAIN @ EX. UNDERGROUND GAS LINE TO REMAIN @ EX. UNDERGROUND POWER TO REMAIN @ ADJUST EX. SSMH TO PROPOSED GRADE ROAD IMPROVEMENTS-SR 169 -MAPLE VALLEY HIGHWAY elL ±6' c~·-· ,<;U'"'i-ii < f2" e:\ll"~'i06,'19 b~ COllie, WALL H/3 \'I! 1 H ;Y' SHEAi'I (;AJE IE i() i {) 1 lC""10Z,H"~H3~ 1'<;1:2 SF 02.09,0 'j G" 1\ 12 1\'11 REMOVED BE REMOVED FOND ------- 12' TRAVEL LANE EXIST. HALF RIGHT OF WfIY VARIES --------------------------------------------. OF 1/ TOP OF ROCK: 107.S I! BOTTOM pF ROCK: 107.0 I I /' ., \ FOG LINE 12' TRAVEL LANE . , I ' , I \ I " /\ EXIST. ASPHALT PAVEMENT J ---~-------- SAWCUT EX. PAVEMENT_...../ AT EX. FOGLINE SECTION C-C SR 169 -MAPLE VALLEY HIGHWAY NOT TO SCALE POND , 4 1, , TYPE 2-48" 1 1 J 1 J J 1 J 1 J 1 1 1 J J 1 -~r~ 4' SHOULDER 6" CURB AND GUTTER 0.3S' ,RLM=10S.65 IE '12~7.1 02.4 IE 24"=10o.9(l //' '. ' _._. I AND GUTTER 2% . , ",' " I' 1 ·1 ! I I ; I I i I I 'I I _' I • . I ; I I I , I ,J 1 I .~ 1'0 II II~ I ' 1 "I I !. VARIES , , , , , , , , , , / , , , i ! j ; , Ii I " l! , PROPOSED SWALE , , , , , , , I.~ W CL x ....I w e>: x ....I w CL x I '" o " Vl e>: I co o "' ;:::(.0 -c;O .§~ " .,... " .,... ~--------------------------------~.~ . fiiO 0;;'2 RECOMl.ENDED FOR APPROVAL o By: ___________________ Date:_____ ~ OJ ~O By: -------------------Dol.: _____ 8 -, o By: _________ Date 5u..i ROAD IMPROVEMENT PLAN R1 ~ ~ o u o z m 'l ~ W ., ~ '" CL w !l: ~ ~j ~ < u '" 15 ~ ~ W !< 0 ~ g ~ ,;: w '" x w " " z w ~ G: DO a ....... DO ~ ~ ....... I'-" I 0 0 " ~ 0 0 .,J 0- (j) 0 ~Z gJ 00 '-0 ~~ 3: .'< ~Z Ll ::J -~ t:L U~ ....... OJ C '6 '5 m ....... OJ C ~..., 11 '2 .,. c 0 t:L m m m-.' m" -~ Q- ~o z< Z ;,t:.., u< ;:OS: "0 ~r::; " ~ Ul Ul -, -, ,,~ " :r :r w '" " ~ ~ ~ u w 0 x w a u ~ ~~ ~ ~ 0> 0> 0> en '" 0 ~ ~ 0 0"-... ..,. ~ ~ ~~ ~ ~ ~ <oJ N ~ ~ ~ ~ I;;:: "'U ~ ~ "" om m m u 15 GS 0:: 15 f- GS z w w ~ 1515 :J 0:: U Cl GSGS ffi w g 0::0:: 0:: a.. G: 55 Cl 8 ;;:: w '" '" 0:: 0:: '" GS GS w w w a.. a..a.. '" '" co'" <SO In ... S ~ w x w ,,~ ~ " " ~ 0:: t:L t:L « W ~ 0 >-m z 0 (f) (;j 0:: 0 Z 'M_~==-r--- b == 'Cd 1""20' 0 10 20 ffi I 40 ,~ , , , , CO~ICR:;TF CUIVEHT 2/1-z,IO CONCRETF (f) .W 0U z--> z"" ZW ::s(/) 0.---' ;:5 Oz Zw ::5"" z '0 0", Z--> "'z t::Jw Z • -0 C>z Z-w(;j ..J> -'" >:::J U(/) CULVFRr I ,. I : ! / CONSTRUCTION NOTES: ill SAW CUT AT EX. FOG LINE AND MATCH EXISTING PAVEMENT ELEVATIOIIIS ill IIIISTALL 5' SIDEWALK PER WSDOT STANDARDS Q) INSTALL 6' PLANTER PER WSDOT STANDARDS ill INSTALL CEMENT CONCRETE CURB, AND GUTIER PER PER WSDOT AND STANDARDS ® REMOVE EXISTING PAVEMENT FROM EX. FOG LINE TO EDGE OF PAVEMENT ® ADJUST JUIIICTION BOX TO PROPOSED SIDEWALK AND/OR PLANTER GRADE AS NEEDED @ EX. POWER POLE TO REMAIIII @ EX, UNDERGROUND GAS LINE TO REMAIN @ EX. UNDERGROUND POWER TO REMAIN @ EX. CATCH BASIN TO BE REMOVED @ NEW 14' DRIVEWAY PER C.O.R. STANDARDS ROADIMPROVEMENTS-SR169 -MAPLE VALLEY HIGHWAY I • I ' I ;:::1 00 j RlP HAP SECTION D-D SCALE: 1"~ 10' ..... " -- 34' @ 0,13% MADSEN CREEK 65' HALF R,O.W .. en 0:: => U "-o w <-> c:: 6.5' 4'± 5' ~--- NEW 5' WIDE SIDEWALK PER WSDOT STDS. NEW 6" VERTICAL CURB AND GUTIER PER WSDOT STDS. ;:1 Q' til I • L 0.3' COMPACTED DEPTH HMA CLASS 1/2 PG 58-22 0.7' COMPACTED DEPTH HMA CLASS 1/2 PG 58-22 0.35' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ," ___ , ." _, •• w ._ , OHWM \ \ \ I if) w Z Q :;;< ill o o N , N , N 0; E ~ 2 " o rn " " N '" I <0 o r--. ;:::(,0 -;;;0 .§ f'.. <V .- <V .-c .----FECOI.M3IIDED-----FOR--APPRO--V-)\l.----ft 0 ;;;-2 o By:----------Date: ~ rn -';;;0 By: __________ DotO:-----18 J o By: __________ Date :?u.j ROAD IMPROVEMENT PLAN R2 ~ ~ ( o u o z o ~ ~ ~ 0> 0> <il 0: n.. n.. « CT !Z~~ W iN .,..... 0) ~ ~ ~ ~~O':::..-t----------------1 ~ '" ,'" ,0 :() z o (f) GJ 0: o z ::r: f- ::::l o (/) C/l ~W 0() z> zo: ZW 5(f) 0......J ~ Oz Zw 5:::. z '0 00: z--> "'Z ~W Z . -0 0Z z-We; ....J> -0: ~=> ()(/) ,--------DOUBLE CARSON GRADE LEVEL VALVE BOXES LANDSCAPE IRRIGATION PLAN, NOTES, AND DETAILS CONTR. TO PROVIDE THREADED FTG. AND CAP ~ ON DISCHARGE SIDE OF ::i: r T X S COUPUNG: METER. I:: ~~~~,_ <3 SCH BO --.l y / PVC UNION --.I DOUBLE CHECK METER PER------' VALVE PER DETAIL CIT'( STANDARDS SCH 80 PVC UNION METER STOP ( PVC NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES I PER CITY sms. ) POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE T--.---~~~~~~~==~~--r----0[9\ TOPSOIL (FINISH au' GRADE) p~ PAVING SECTION ----'..,/ PER CIVIL PLANS _~:::~~T:...L~~(-=-- -,yri----'COMPACTED BACKFILl: 6" OFfSET ft-----.AT 90% DENSllY (TOPSOIL BACKFILL) AT 95% DENSllY (STRUCTURAL) _:::.'.~+_--PVC LATERAL SLEEVE(S) --_____ NOTE: ALT. WIRE SLEEVE PVC MAINLINE VALVE WIRING PIPE BED MAT;'E;R~'A~L:""'::::::::f;f:~h TO BE CLEAN & FREE OF ROCK LARGER THAN 1/2" DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING, TRENCH BACKFILL MATERIAL TO BE CtASS "8" OR BETTER (MAX. OF' 10% PASSING NOAO SCREEN) AND BE COMPACTED TO MIN. 95%1 OPTIMUM DENSllY PER ASTM 0-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING [)ET AIL NOT TO SCALE T:J---±d~7lL.1~~~~~~~:JJ:JJ~_WIRE WITH WATERPROOF WIRE ~ CONNECTOR '" ~',\'A~~ 1I-!7i'il±1i'----CONTROL VALVE ~ SCH BO BOX WITH COVER NIPPLE ><:-...J~"d1:t:~:11L~Jrid4ITf!:!:..~ ~ ~ SCH BO SXT-; ~;.:! 90' ELBOW ~ .' " IT PVC LArERAL TO SPRINKLERS 0, U 0 C:P 0 C:P 0 / ~ PVC SCH 80 NIPPLE 0000009('~". AND FEMALE ADAPTOR oCffJ 0°00 cqj) 6'-H REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP \L----L __ ~J:======~'=== PVC MAINLINE MAIN LINE FIlTING SCH 40 SUP TEE NOTE: PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX TAPE WIRE TOGETHER EVERY 20 \FT. MIN. 6" DEPTH, 7/8" WASHED q"AVEL UNDER EACH VALVE COMPACT SOIL AROUND VALVE BO\X ~;~U~;:C~~~E~Rs~i~~:BLE SEALAI;lT IN ALL THREADED FITIINGS, \ REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE 6" POP ~6" CLR. OF AT SHRUBS Id.r!'\' OBSTRUCTION t~ ~:N----~~.~.t:~·~·.~.~!'f\~'~' ri~~~f1~~ -~ -' 11=1 PER ',.:' . ill~' SPRINKLER ,-I I III FLUSH AT LAWN , I' I_I III ... . .~ '-___ ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYPICAL) & FLUSH WITH MULCH LINE ' -, 0.' ~'-'-;J SPRINKLER -----, , r~:----_--"ARLEX SCH BO PVC NIPPLE ________ -..:~~ gO" ELBOW PVC LATERAL ------i,,-I NOTE: MANUFACTURER'S LIMITS PREvAil FOR INSrALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE ~ .... " ~I I NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. RAIN SENSOR DETAIL (WALL M OUNT) NOT TO SCALE 6" 1/ ", e}-. \ cQ ctJ EO EO DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TESl' COCKS; BOLT LOCK LID. DOUBLE CHECK VALVI: (STATE APPROVED ~--ASSEMBLY) RESllIANr SEATED VALVES & TEST cocks; INSTALL ASSEMBLY AS SHOWN OR THE TES r COCKS IN HORIZONTAL posmON, PER LOCAL REQUIREMENTS, PVC MAINUNE PER PLAN SCH 80 NIPPLE & fEMALE ADAPTER UNION AT fACH SIDE OF VALVE o C) 0 ( uo OC---) C SCH 80 PVC LJ;E>M'i>o<;..'C+C;. p_:=J:-;9-__ ~O_C SCH 80 NIPPLE (TYPICAL) ./ 0 (" ov./ C J Oe ~ JeO RJ '" ~ ,-__ BLOCK AS NECESSMY wrrH BRICKS D C _2 0 ,-,-C " a:;:lii J c u OR CONC. BLOCKS Af BASE OF VAULT )00'-'" .~~U J(~C C.)oO-n,~-. ~ ')~o"O-.c -£J 'cfr-c----GRAVEL SUMP-7/8" WASHED GRAVEL u~v U ~U £2' =11 -.., rl (~l n (-L..LO.Q.L 1~(ji~lll= Jl:::=W:::=U NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTE.r~ REQUIRED. BACKFLOW CHECK VALVE ASSEMBLY NOT TO SCALE FINISH GRADE i~~'~"~"iF~':::~=Wn~~iffir-VALVE BOX ,--(10" DIA.) '11111111111 QUICK COUPLING VALVE -Ciil= '=m ,IT i ~II , l~c~.'qp:Uo:Rt. ='l?f~;Q: ~ r ~ n, 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL (TYPICAL) QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE _1_) / I I I MATCHLINE B --I _ I III!I I " 1,_ . i ! //1 I . { Iff / I. I / .. !l/' ! " I 141 I / 17 / / II ,. / j J I / I ;1/ I ; / j/ j I ' j'd! ! 1/, / /1/ I ! ff ! ! /1 I I ;ff .1 jff / ; ¥ I /1 /1 ! /. Iff / il / . II / ! h ! i' . II / , lj Q, II/ / /1 I I II I II l If j II! II / j /1 I I ff I / 1/ f , i! I [/1 I rI!/ 'j,' ~f 1# I II / I I i I / I SEE SHEET L4 \ . ----------"--~--~---~---------------_. ~--.-----.---- i , , I , i , i i 1'=30' o 15 30 ~ MW¥fttl $;,_ Pi %: • • / ,,,..// I I I I I / 60 3 wJ ~ " // / / / / / / , , 1. GENERAL CONTRACTOR AND LANDSCAPE CONfRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL St::RVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE W!TH GENERAL CONfRACTOR. 2. SYSTEM HAS BEEN DESIGNED FOR 40 GPM AT 65 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION 65 PSI. B. INSTAllATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). 3. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFlOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL PROVIDE STANDARD THREADED STUB--OUT WITH THREADED CAP ON DISCHARGE SIDE OF MITER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW c. VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECnON (P.O.C.) CONTRACTOR SHALL NOTJFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., Of ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GR8I.TER/LESS THAN DESIGN PRESSURE. 4. CONTRACTOR TO PROVIDE SYSTEM W!NTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPR!NG SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. D. INSTALLATION OF SLEEVING. LANDSCAPE IRRIGATION NOTES LANDSCAPE IRRIGATION LEGEND DESCRIPTION SPRINKLER HEADS: TORO 570Z -4P /6P POP-UP FOR SPRAY HEADS; 4" POP ONLY IN LAWN AREAS. DESIGNED MIN. SYMBOL NOZZLE (-PC: WITH PCD's PER CATALOG) PSI GPM (STD. PCD's PER CATALOG) • 8 ~ e 11 ~ '0 .", 'I> "0 \:> b (t) $ @ oa Il) ~ • ~ 6) e €I e IP!>-/l>",,{c>~ " ~ • b <V 570Z-5 F, TO, n, H, T, 0 -PC 30 0.38, 0.29, 0.25, 0.19, 0.12, 0.09 570Z-8 F, TO, n, H, T, 0 -PC 30 1.00, 0.76, 0.70, 0,50, 0.30, 0.24 570Z-10 F, TO, n, H, T, a -PC 30 1.49, 1.04, 0,97, 0.71, 0,52, 0.40 570Z-12 F, TO, n, H, T, a -PC 30 2.19, 1.55, 1.45, 1.09, 0.72, 0.50 570Z-15 F, TO, n, H, T, Q -PC 30 3.60, 2.60, 2.20, 1.65, 1.10, 0.85 570Z-4 SST, EST -PC 30 0.90, 0.45 TORO 252 SERIES REMOTE CONTROll VALVE, IN VALVE BOX, ONE VALVE PER BOX HUNTER WRC WIRELESS RAIN-CLIK TORO "CUSTOM COMMAND" CC-M18, 18 STATION CONTROllER, METAL CABINET, FENCE MOUNTED WilKINS 850 -BAll VALVE (SIZE TO MATCH PIPE) CARSON INDUSTRIES #1730 (lWO AT P.O.C.) GRADE lEVEL VAULT WITH BOLT lOCK LID SO/TRIA PRECIP. 1.47/1.70 1.45/1.68 1.44/1.67 1.47/1.70 1,46/1.69 1.44 TORO 100-SLVlC 1" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE THREE KEYS WITH HOSE SWIVELS RADIUS COVER 5' 8' 10' 12' 15' 4'x30'/15' P~c.{ ® WilKINS 950 XlT -1.5" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACK FLOW TESTER PLASTIC BAll VALVE (MATCH LINE SIZE) IN VALVE BOX MAINLINE -CLASS 200 PVC (18" COVER): SIZE PER PLAN, 1.5" SIZE MINIMUM LATERAL -CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE -CLASS 160 (SDR-26) PVC; 24" MIN. COVER AT VEHICLE CROSSINGS; lWlCE THE SIZE OF INSERT PIPE AND/OR WIRES ~ ~ ~ " / , / / / ~ EXfSTING ,,pJARKIN(5 / r"/ / , i ) , , , \ lYPICAl VALVE CAll-OUT VALVE STATION NUMBER VALVE GPM VALVE SIZE EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, SAVE, AND PROTECT IRRIGATION SHOWN DIAGRAMATICAllY FOR PLAN CLARllY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED-VALVES IN-ADJACENT SHRUB AREAS WHERE FEASIBLE. \ \ ! ! i / / / qdo LIMIT OF WQRK \ \ I ." , , , , , , , , i , , , F--=I i I , , , , , , , , , , , , '~ o z CD o ~~ wS 0~ 1Ii~ / / j I 1/ / / / / I I / ! I I I ! I ! / ! ! ! / ! / I I / I / / I / / I I / j ! / I / / I /1 / , / / / I I / / / I I / / / I / / /1 I I / I ! / ! / I ! I ! CELL 2 LIMIT OF WORK CELL I~~~ 1111,110/ ) 1\,llil~' II I,' I 'I' I 1'=30' LANDSCAPE PLANT MATERIAL LEGEND SYMBOL POND STORAGE SLOPE SEED MIX · . , i C" ,; I ill · " • I' ~. . i .~ 'C " 1 III eel . BOTANICAL / COMMON NAMES TREES: ACER RUBRUM / RED MAPLE ACER RUBRUM 'BOWHALL' / BOWHALL COLUMNAR RED MAPLE LlQUIDAMBAR STYRACIFLUA / SWEET GUM PRUNUS CERASIFERA / PURPLE LEAF PLUM EXISTING DECIDUOUS TREE EXISTING DECIDUOUS TREE SHRUBS; MAHONIA AQUIFOLIUM / OREGON GRAPE PRUNUS LAUROCERASUS 'OTTO LUKYEN' / DWARF ENGLISH LAUREL BUXUS SEMPERVIRENS / ENGLISH BOXWOOD BERBERIS THUNBERGII 'ATROPURPUREA' / JAPANESE BARBERRY GROUNDCOVERS: ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK LAWN EXISTING LANDSCAPE LIMIT OF WORK TALL OR MEADOW FESCUE! FESTUCA ARUNDINACEA! OR FESTUCA ELATIOR SEASIDE CREEPING BENTGRASS/ AGROSTIS PALUSTRIS REDTOP BENTGRASS/ AGROSTIS ALBA OR AGROSTIS GIGANTEA SIZE CONDITION 1.75" CAL. 1.75" CAL. 1.75" CAL. 1.75" CAL. IS" 21" 18" 21" 1 B" 21" 18" -21" 4" POT HYDROSEED SEED AT 1201b / ACRE. MULCH AT 15DOIb / ACRE SPACING 20' O,C, 20' O.C. AS SHOWN AS SHOWN 3' O.C. 3' D.C. 3' D.C. 4' D.C. 12" O.C. % WEIGHT • 75 80 1 D 15 5 lD ., ' . QUANTITY REMARKS 14 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, BRANCHEO AT 6' 3B STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, BRANCHED AT 6' 50 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, BRANCHED AT 6', UN-CUT LEADER 12 221 126 84 45 AS REQ'D COVER % PURITY • 98 92 90 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, BRANCHED AT 6' TO REMAIN, SAVE AND PROTECT TO REMAIN, SAVE AND PRDTECT HOLD 16" FROM BORDERS, SHRUBS, AND TREES LOCAL COMMERCIAL SEED MIX, HYDROSEEED ALL DISTURBED AREAS TO REMAIN, SAVE AND PROTECT % GERM • 90 85 80 ~~~-"--.. -----.. -----.. ----.~."-"' .. -----.. ----' .. ---' i . 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB MULCH AT CURB DETAIL NOT TO SCALE 'I ! PRUNE DAMAGED lWlGS AFTER PlANTING --------------------, PLACE IN VERT. POSITlON: DOUBLE LEADERS WILL BE REJECTED ~ NOTE: KEEP ROOTBAU MOIST (lNO PROTECTED AT ALL TIMES. _-,'Oi HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FlNISH GRADE. .// -., r~ PROTECT TRUNK AND UMBS FROM INJURY. !ll" \ '~ ! if G\' BACKFILL TO BE SEITLED USING WATER ONLY -a/I'" '. If / f\\ NO MECHANICAL COMPACTION. '\ \ " '/l \ REMOVE ALL WRN', TIES & CONTAINERS, REGARDLESS OF MATERIAL ,/ '\ II ?) \ (2) LODGELOPE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK Rr-~. \1 ... Y\ I T'(PE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ,.,,- ONE GROWING SEASON "" PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION ----)-4==114 REMOVE AT COMPLETION OF PLANTING LAWN PLANTlNG· PROVIDE j'¢ "NO GRASS' TREE RING & 3" DEEP MULCH LAYER ~COMPACTED) IN WELL HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN" LOOSEN AND MIX'--<~~~>'~!~"~;C;: SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. ' REMOVE ALI WRAP, TIES "NO CONTAINERS SCORE ROOTBALL AND woHK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBEll BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASe: (+) 24" LIMIT EXISTING PARKING I / 1/ LIMIT OF .~ •• _ •• ~.:-•• _.'~;.\_ ••• _-' HOLD PLANTS FROM-~ EDGE OF PLANTER \. " K3 NOTED ON PLANT LIST T-~'-+-------l--'--~f.c::::::~;-SPACING AS CALLED OUT ON PLAN/PLANT LIST BED LINE EDGE --, CURB/WALK--~ HOLD PLANTS FROM _ / EDGE OF PLANTER '/ AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE ~-----2" MULCH LAYER ~ __ FEATI1ER EXCESS , ____ ~ SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE NOTE: REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFIU TO BE SEITLED USING WATER ONLY FINISH GRADE AT 4:1 ~ SLOPE (MAX): 2% SLOPE (TYP. MIN.) CURB PER CIVIL DRAWINGS (WALK SIMIlAR) 1n MAX. • .vLY y LIMIT OF 2" MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE (MAX). 101 (MIN) .~~~~~';~P"~W'" )/,):; ~ ~~~~r<~~~~~~41:!~~~;J-'%%~ #:«/( SIDEWALK MULCH COODIllON (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH ---, OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6",~1Y:P~';E~~~~~~ MIN. OR AS NOTED SOIL LINE: 3" IN MULCH, FLUSH IN LAWN SUBGRADE -;;::::. ~,~. '~'~;~1~¥~f;~ REMOVE EXCESS GRAVEL :,,~" j(~ 'l.~ ,~:;o \r- AND PAVING .:; ';" TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING " ... PAVING SECTION (DEPTH VARIES) Qen 82008 RECEIVED c w " W 0.. ~ Z :s ~ « z -:::2: :J w a: 0.. ::c ff :::> ::c o w LL :J 3: w z o '" :r: r- :0 o (fl 1: <.0 ~ ~ GRADING IN PARKING LOT PLANTERS DETAIL /" UR M. SEIDEL I' z « -I a.. o z ~ « -I 0.. , W cri w :::> z ~ o z ~ ..... ..... ~ ...... B " .~ o L " '" " • -Z ~ w a: w z z iii w I ~ DECIDUOUS TREE PLANTING/STAKING DETAIL GROUNDCOVER PLANTING DETAIL (TOPSOIL PREP) CERTIFICATE NO. 706 ~ ..... ~~~~~~~ _____________________________________________________________________________________________________________________________________________________________________ ~N:OT~TO~S:~~L~E~~~~~~~~~~~~~~~~~~~:=:=:=:=:=:=~ ______ ~~N:OT~TO~SC:A~LE~~~~~~~~~~~~~~:=:=:=:=:=:=:=:=:=:=:=:= ______ ~N:O=T~T:O~SC~A~L~E~~~~·~:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:= ____ ~(~V:A~LI:D~O:N:L~Y_W:':TH~S:'G:N~A:TU~RE:)~JL~~ __ .--~~ __ ~ ______ ~~~~~~ ~r'f::!t1~~ l / I I , ! ! ! ' I /1 I I I I I I I I / ! / : ! I i I I / / II , '~ ~'~----~ "'~ I I I i I / I , / I I I I i , I / I ! I I I I I ! / / I / I ,11 1/ I / I / I I / , I / ! ! I I / , , ;' / I / ! I I / / I I I I I , I / I I 1/ ! I I I , , I J ! f , f I ' I I I / / I I I / / I / , / I I , / / ! I ! , I I I / / / I I I II '/ / I I ! ! / I I / / " I CELL 1 i ! , , I : II i I : i i INSTALL I ~ CELL 2 --, --. ". 26,6 '-'-' -.~-----,I,i'1 i I $.5 - rJ~uJ.J--""-----•• -----•• ~~"J'~---""----.. -----.. LIMIT EXISTING / PARKING / I I ! L"~~,,_,,_,,, i Ii I I ,I e=tI~. ---"-' ------- , , ---._--/_. -------_. ------or ,/ V , 1 ~ / W IL ~ z :5 [}: « z -::2: ::J w a: IL I o a: :::> I o W u.. ::J 3: w z z :5 IL Z o ~ o 0: a: . W crj w ::> z ~ o Z N l() ..- -Z ~ w a: w ~ z m ~-----------------------i~ ~ ~ w ~ I Ii / / ' / / LANDSCAPE IRRIGATION LEGEND DESCRIPTION ~I ;:1 w ~ / , I I f I / I / I f I I f i / I ! I I ! SYMBOL • ~ ~ e B ~ '0 '"Q 'b "0 b 'b (!> @ <Ill €I (j) IQI .5ee~~ I> Ii> Ii> !l> I> l> • b <P P~c.( ® - SPRINKLER HEADS, TORO 570Z-4P/6P POP-UP FOR SPRAY HEADS; NOZZLE (-PC, WITH PCD', PER CATALOG) MIN. PSI 4" POP ONLY IN LAWN AREAS. DESIGNED GPM (STD. PCO', PER CATALOG) 570Z-5 F, TQ, IT, H, T, Q -PC 30 0.38, 0.29, 0.25, 0.19, 0.12, 0.09 570Z-8 F, TQ, IT, H, T, Q -PC 30 1.00, 0.76, 0.70, 0.50, 0.30, 0.24 570Z -10 F, TQ, IT, H, T, ° -PC 30 1,49, 1.04, 0.97, 0.71, 0.52, 0,40 570Z-12 F, TO, IT, H, T, ° -PC 30 2.19, 1.55, 1.45, 1.09, 0.72, 0.50 570Z-15 F, TO, IT, H, T, ° -PC 30 3.60, 2.60, 2.20, 1.65, 1.10, 0.85 570Z-4 SST, EST -PC 30 0,90, 0.45 TORO 252 5ERIES REMOTE CONTROLL VALVE, IN VALVE BOX, ONE VALVE PER BOX HUNTER WRC WIRELESS RAIN-CLIK TORO "CUSTOM COMMAND" CC-M18, 18 STATION CONTROLLER, METAL CABINET, FENCE MOUNTED WILKINS B50 -BALL VALVE (SIZE TO MATCH PIPE) CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID SQ/TRIA PRECIP. 1.47/1.70 1.45/1.68 1,44/1.67 1.47/1.70 1.46/1.69 1.44 TORO 100-SLVLC 1" OUICK COUPLING VALVE, IN VALVE BOX, PROVIDE THREE KEYS WITH HOSE SWIVELS RADIUS COVER 5' 8' 10' 12' 15' 4'x30'/15' WILKINS 950 XLT -1.5" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER PLASTIC BALL VALVE (MATCH LINE SIZE) IN VALVE BOX MAINLINE -CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1.5" SIZE MINIMUM LATERAL -CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE -CLASS 160 (SDR-26) PVC; 24" MIN. COVER AT VEHICLE CROSSINGS; TWICE THE SIZE OF INSERT PIPE AND/OR WIRES TYPICAL VALVE CALL-OUT VALVE STATION NUMBER VALVE GPM VALVE SIZE EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, SAVE, AND PROTECT IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. EO EQ __ DOUBLE GRADE LEVEL BOXES =-n=rn:",..,,..,,-'-';~;:;;""'.,..,"" ----SIZE TO PERMIT 12" MIN. CLR. IT: FROM WALLS TO TEST COCKS: BOLT LOCK LID. ~------~ DOUBLE CARSON GRADE LEVEL VALVE DOUBLE CHECK VALVE (STATE APPROVED _-~ ASSEMBLY) RESILIANT SEATED VALVES & TEST cocks, INSTAll.. ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. PVC MAINLINE PER PlAN SCH 8D NIPPLE & FEMALE ADAPTER UNION AT EACH SIDE OF VALVE SCH 80 PVC 'Q::C)C?" GcQe _ c,_ ~ u " ,/~'~'+-+~c,/j'r --rfi ~ SCH 80 NIPPLE (1YPICAL) :J 0C,C ~_ J 9 q '--_~BLDCK AS NECESSARY WITH BRICKS Po c0 i :P c'"()""' OR CONC. BLOCKS AT BASE OF VAULT )00'-~ ~CC ouq;~)J-. ~m f:~_CQ'.='_I~!----GRAVEL SUMP-7/s" WASHED GRAVEL .... nnn' , ell ~fjj~ffi~ NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. BOXES w Z ~ Z ===d====F;;;;;;l~ WILKINS 600 Ii' PRES. REDUCING VALVE ~ 6r---~r---------~ AS NECESSARY CONTR. TO PROVIDE THREADED FTG. AND CAP ~ ON DISCHARGE SIDE OF :li r T X S COUPLING: METER. ~ ~~~~+-' U SCH 80 -...I!j / LQUICK COUPLING I PVC UNION ----...-I VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CIT"( STANDARDS SCH 80 PVC UNION METER STOP < PVC NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES IPER CITY STDS. ) " ~ ;, 6" OFFSET- "'I c~ Il'l~ I • " I o;(y ~f~o 0,", )oOC 0-CloQE: 0 ifc'-c A it£: s-o'J{)~ Sf.? A ~\[ ~ oCJJ'> 'oOYoQ9 oOe '0-:"" -. '" " ~ TOPSOIL (FINISH GRADE) PAVING SECTION ~:=~~~/~~~~&~~~ PER CIVIL PLANS COMPACTED BACKFILt AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) PVC LATERAL SLEEVE(S) ~~'" ALT. WIRE SLEEVE PVC MAINLINE VALVE WIRING~~i\:~""II::::#~~t~.L_.J0 PIPE BED MATERIAL ~ ~c-n 19-9' ,DO ~ .';-, : ... >. 1.,:'·':' Y" e--------TO BE CLEAN & FREE ~, OF ROCK LARGER ' '.' ..... " . -. . THAN 1/2" NOTE' DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGAfiON SLEEVING TRENCH BACKFILL MATERIAL TO 8E CLASS "8" OR BEITER (MAX OF 10% PASSING NOAO SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSIT"( PER ASTM 0-1557-70 (MODIFIED PROCTOR) CHECK VALVE ASSEMBLY POINT OF CONNECTION (P.O.C') DETAIL SLEEVE/TRENCHING DETAIL o 1 C,U. Fr. 7/8" GRAVEL SUMP OUICK COUPLING VALVE ASSEMBLY NOT TO SCALE IJ----tt~~61~~~~~~~~~~~w,RE WITH WATERPROOF WIRE ~ FINISH CONNECTOR ~ GRADE t,~j -TTB~I'c----' CONTROL VALVE e: SCH 80 -111-' .~ BOX WITH COVER ~ d ~~:~o S~·c<-"~J1~="~i.Jr'1:=~I~li8~=-L~I" PVC lATERAL TO SPRINKLERS 90' ELBOW SCH BO NIPPLE 'IT ,POC oCf9 00& 006 REMOTE CONTROL VALVE; " -BODY CLEAR OF SUMP o )0 <) 00 <) ° <) PVC SCH SO NIPPLE () 0 C 0 () 0 0 ~ AND FEMALE ADAPTOR 1 C.F. 7/S" GRAVEL SUMP 'L---L __ .\l:======?t.=== PVC MAINLINE ., MAIN LINE FITTING SCH 40 SLIP TEE NOTE: PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX TAPE WIRE TOGETHER EVERY 20 FT. MIN 6" DEPTH, 7/8"" WASHED GRAVEL UNDER EACH VALVE COMPACT SOIL AROUND VALVE BOX USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY -'-'- •• -----•• -----•• -----•• "7~ •• ,.---- " NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE 6" POP L---::::t::::~6,;" CLR. OF AT SHRUBS I OBSTRUCTION 1; ~0N --:==.t. -.-.. -~ f~fFltA;.q*Q;; ijl q .d I~MULCH CONDITION SPRINKLER FINISH GRADE FLUSH AT LAWN '--__ ADJUST ANGLE AT & FLUSH WITH SLOPE COVERAGE MULCH LINE CO~mITlONS. 50% OF SLOPE ANGLE (TYPICAL) SPRINKLER r')::-----__ ~.ARLEX SCH 80 PVC _~~~~~~~~~~~5~~~~~~~~E~~J=]90. ELBOW NIPPLE PVC LATERAL NOTE: SCH 40 PVC MANUFACTURER'S LIMITS PREVAIL FOR TEE SxSxT INSTALLATION AND ADJUSTMENTS. (SIDE INLEf ONLY) PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY ~N\NG Dl>V'\ii~~~~t-f.iE\'ffO" (lei L 82CDS RECe.WEO STATE OF WASHINGT ,PI/' REGISTE D/ LANDSCAPE R!tFfITE e AY / ~'kfi'i~~. S IIlL CERTIFICA . 706 (VALID ONLY 1M SIGNATURE) ~ ~ ;:1 W ~ f-----------------------i~ ;; " o en B o 2 '0 o x a '" II ~I w ~ ;:1 W ~ x, '. ~----------------~~ ~!~~~I~l @ u • o .S" " .'l o • e o ~I ~ ;:1 W ~ x I----------------------Ic' c, ~ :c f-- ::0 o Vl ~~ 0 ':)N" r_V 0$'0-.5./ "'% « ~ :t "' " ~~ ,,~ ~ W ~ ~ W ~ ~ x, :0 ~ x I b I " V'&..._ v"V .... b '" 1 q ~ co~ ~ 1-_----,----...., ~ -;; I c ""'1 ,; "'... R .;; o NI g NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE --'! -c: NOT TO SCALE , q., ~s:C-------------------------------------------------------------------------------------------------------__________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ l-__________ -L __________ -U1 ~ CD-I , -~-T"~"~-~-~"~-~'~'~"~"~-~-"-'~-~ L ___ ~ "1-"\,, I I I -~r~-~-~" , I I I , ! I , " I , ',I -----------"'.---- '-j I Landscaped Area -- - - ew" , , Chapel 1005 " Ramp He Parking , I , _~_..l I 56'-8" , II'A" ~~-=,=---~~ ""--"'-~--~+-"-'-- 287'..{" ~ 29'·4" ~ -----------------~,I'--------""--'--~---------.r, 77'-4" 15'·4" 108'·8" , , I ~ ," , die ,(C' cl -c~,~-;'j' I /1>' "", "" ' : 1 I , eXISTING BUIL.DING TO REMAIN "", " :p, ,-cL c"',",,, , I i. I, ~I_L A2J4 01.0001 , GIru;, I '~"II lower co. II II Re50urce Kiosk Re.ource Kiosk (not in contract) '" I ~ (not; c~trad) ! (~),.. I ) Seating 1032 ! '-... ______ t )----' • r~~~~~~~~~~ Storage '00' Jan I Stor :famify RR 1014 ~"Ir""';" loIs --------..,=_ .... - i I I I I ! I" , " I : , ' I' I;; I" ., ; I' , , 'cc/ """t "" r' ",',"",'," "" , I I' i' I , l' I , I c, 1" t: "\ C jCf ' 'I :, EXISTING BUILDING TO REMAIN ,; <, , , " " '. "'/~H, K,.<,. " I I " ", " '" EXISTING BUILDING TO ItF;MAIN .. . j:;~ 1T~'~:~;';~y:(;;,;~-"'-'-~C~"~' C.0,,"·~:P . .± =!LthlS;!iLk_]'~J _fH_::~li;h,," _L_"",-~s·j~~~;~~'§O~f~':,"~O.~P~y~,tbo:,~,b_.'"''' J""d;dld~~'!@!'iiit.l@idjil..l8t·0i}d~\i;jEj,,;.,;.,~. '.'c·· ~:Ir'i'~':' :~:,:?':~~~:",;d "'::. :~,,::c::::" :'!d,_~10~'i1,;',~,,,c~ -+ ------_. -------~. --. ~~------;-----------~-~ --. -. -----"---~---, n-----------·-I ~ ~(j) ~ ~ ~ r ~ .. l~i:~~-~-~-~-~-~-~-~-~-~-~-;~~-~-~-~-~-~-~-g-~-~-~-~-~-~-~-~i~~~'~~~~~~!E~~~~~~~~~·rn~"~.~.w~·~y~~~~~~~~B~i~;~;~~~~~~~~~~';·~~;;;~;~~;~~~'rl-"'1' ~. ~.". ~ ~ ~ ..... -. -~. ~ . ~ ~. ~ -~ -----''''-1"-8" I 3 Hour Fire Wall. Provide 3 hour T.O. Slab T.q.E!Y!:~ , , , , " '" , , , , , , , I I . Storage 1017 rated joint sy~tem per 4fAOJI " 100'·0" 103'-6" ,.., II /I /I II II I Wo.."hip "~''>----II-f~ -~ -~ -~ -----" -'"'' --" ~ -~~ -~1~j2~" ~ -~,,~ -~ --" ---A2~11~~ ",,_'04-'.. ~ -~ ~~ II ! II I II I " . , " ... ~, .,." , , C<", "~,, • • 2 1A2,II Changing 1051 ,,~-~-~I~ Green Room 1045 I " i~ LO"l'I)\vi _ A. , 103'-6" . ~ il BackStage '042 " " 'I " , " 'I -- --A/~,,~-~-~l~-~-~-~"~"~-~"~-~-~-~-~ I j . Side Stage 1043 T.Q·E!~tL _ A. 103'-6" V 2 :A4.41 --1------------ I -~~~~~~ ---CD "~-~-~-~-~"~-~-~--,,--"'~,,~-~-~-~"~ ~ ~-CD ~1~CD "I ~ ~CD ~~-/~~~ ~ ~CD 29'-4" I 66'-0" ,,,,, ---,,~--~---=--------- I 108'-8" I 15'-4" ,----,,------------~,I"_. ---"C'----.I'f----------~-------- , @ ~r-----~ , , jJ rs t Floor Plan II Scale: 3/32"-1'-0" 1~'--cA-:-IAccl (i.e n era I NjLt~e~s __ I) Architectural elevation 100'-0" = USGS elevation 110.27. 2) Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Arcnitect. 3) These documents should not be considered as a survey of existing conditions. The general contractor shall notify architect immediately of any discrepancies or omissions between the contract documents and field conditions before commencing any work and request clarification. 4) All dimensions are to face of stud, nominal face of masonry, or face of concrete unless noted otherWise. 5} Provide dO'Jble 20 gao studs min. at all door jambs. 6) Doors are framed 6" from face of wall on hinge side typical, unless noted otherwise. 7) All ramps to be maximum 1:12 slope. Refer to sheet AQ.31 for aooitional accessibility requirements. 8} Refer to AUI for Toilet Accessory Schedule. Wall Typ_es Prefix ----'1PS""SSl"'-""-Suffix Rating -----tIo[[] Refer to sheets AO ]1& AO 41 for additional information Suffix Prefix 2 2112' Studs 3 SiS" Studs 6 6" Studs 8 S' CMU Rating N Non-rated I·Hour rated 3-Hour rated Wall Legend Wall to deck or structure above c Wall to gypsum ceiling d Low wall -height per plan e Wall to rated assembly above g Bearing wall m CMU wall o Sheathing on one side only Manufactured stone veneer on one side Sound batts Thermal batt! v Vapor barrier w Water resimnt gypsum board at plumbing fixture side fire Wall· ]-Hour rated assembly -Ul 904. Fire Barrier -I·Hour rated assembly Concrete Masonry Wail· 8" wide Concrete Tilt Up Bearing Wall· re structural Keyed Notes 01.0000· General Requirements 01.0001 Contract limit line 02.0000· Existing Conditions 02.4119-A Demo existing planter Ol.OOOO· Concrete 03,3000-A Concrete foundation re; structural 03.3000-B V~por Retarder 03.3000-C Concrete grade beam re: structural 03.4713 Concrete tilt· up concrete wall panel. re: struct. 04.0000 • Masonry 04.7300 Manufactured stone veneer 05.0000· Metals OS.1200-A Steel brace frame re: struct. 05.1200·B Steel column re; struct. I !.OOOO" Equipment Refer (0 FFE Plans for add'i equipment 12.0000· Furnishings Refer to FFE Plans for add'/ furnishings 12.3613 Custum concrete sink 12.9300 Bicycle rack 14.0000· Conveying Equipment 14.4200 Wheelchair lift 21.0000 • Fire Suppression 21.1000 Fire-suppression piping 05.1200-C Steel post re: struct. 22.0000" Plumbing 05.1200-D Steel joist ra: structural 22.0500-A Roof drain re: plumbing OS.1200-E 4" x 4" x 1/2" steel support post 22.0500-8 Overflow Roof drain re: plumbin OS.1200-F 3' x 3" x 112" steel support post 22.0500-C Water meter fe: plumbing 05.4100 Cold formed framing. re: structural OS.5000-A Wall ladder wi handrail, support tubes and cage 20 feet AFF OS.5000-8 Pipe bollard re: 7/AS.33 05.5000-C Steel corner guard 05.5213 Pi?e railing 06,0000 • Wood, Plastics, & Composites 06.1053 Wood blocking 06.1800 Glued·laminated beam re: structural 06.4000 Glass fiber reinforced wall panel 07.0000. Thermal & Moisture Protection 07.1326 Sheet waterproofing 07.2100 Sound attenuation insulation 07.2100 Foam Plastic board Insulation R-IO 07.5323 HOM walkway surface 07_6100 Metal standing seam roof 07.6200-A Overflow scupper 07.6200-B Sneet metal downspouts 07.7200·A Roof hatch· 30"x36' 07.7200·B 07,8446 Smoke vent· re: mechanical 3 hour rated fire resistive cancrete panel joint. re: -' __ _ 07.9200 concrete panel joint. re: -' __ _ 08.0000 • Openings 08.3113 Floor hatch wi lock 08.8300 Mirror 09.0060· Finishes 09.S413-A Standard acoustical wall panels 09.8413-B Impact resistant acoustical wall panels 10,0000 • Specialties Refer to Finish Plans (or Wall and Door Protection 10.2600 10.1000 Accessible parking stall sign re: )A_. __ 10.2113·A Toiletenclosure 10.2113-B Urinal screen 10.2123 Cubicle track and curtain 10.3100-A Manufactured Fireplace 10.3100-B Fireplace vent 10.4400-A Knox box IOA400·M IOA400-K Fire extingUisher and fire extinguisher cabinet Fire extinguisher and fire extingUisher cabinet 22.0513 Hose bibb re: plumoing 22.1116-A Floor drain re: plumbing 22.1316-B Plumbing vents re: plumbing 22.3400 Gas water heater re: plumbing 22.4000·A Tank flush tOilet 22.4000-8 Flush valve toilet 22.4000-C Wall mounted urinal 22.4000-D Wall hung lavatory 22.4000-E Custom concrete lavatory 22.4000-F Double bowl sink 22.4000-G Single bowl bar sink 22.4000-H Single bowl sink wi bubbler 22.4000·K Drink dispenser and water filter 22.4000·L Gooseneck water faucet 22AOOO-M Dipper well and faucet 22.4000·N Single bowl sink with built in drain board 22.4000-P Mop sink 22.4000-R AcceSSible electric water cooler re: plumbing 23.0060 • Heating, Ventilating, & AC 23.1123-A Gas meter re: plumbing 23.II23·B Gas piping re: plumbing 23.3113 2JJ416 23.7413 Mechanical ductwork re: mechanical Exhaust fan re: mechanical Packaged HVAC re; mechanical 26.0060 • Electrical 26.2200 Transformer re: electrical 26.2413 26.2416 Electrical meter re: electrical Electrical panel re: electrical 27.0000· Communications 28.0000 • Electronic Safety & Security 28.3100 Horn & strobe re: electrical 31.0000· Earthwork 31.2000-A 4" drainage course 11.2000-B Structu ral fill 31.2000·C Drainage course 31.2000-D Auger cast piles 33.0000· Utilities 33.4600-A Perforated pipe. re: AI.21 for invert elevations 33.4600-8 Geotextile filter fabric = ~ @l) = ,~ g ~ '= E§l: • ~ iB f9j '= © ~ ~ ~ ,= '= = iB IQh, <lJ ::::::s c:: <lJ > « s::: o ..... t>O c:: c:: o ..... r--c:: Lr) <lJ a::: Owner Rev OJ/f2IOB Owner Rev 04/01108 Permit 07113108 Job No, o I I 7 AI.41 I '- (;) (;) - '- " " \ , -, -~ ,-, , , , '-,,-'i _________ ~ I , , , , , I , , , I , ~ i l~-,Y-Ol ·l !t;~ t I " , : : : , , , I , , , I l ________ J ,-, ~-~ , -, ~. , , " ,"," . ,- , -, , -, , -, / r ~ , , -, 320 seats -, ;W" "" ,~ ", ~ / , -, I" ·1 , - , -, , -, , -, , , .. 1 ... I , ' -, , -, , r ~ , , r L , I ' l .' I ' .' :. , ",-,_ ,"" o,'~_"'" 'I : , I' -, "-" ,-, " : [;' ,.) ~ : "z' , i;'WOA~ I' , ~--~------------~---------------- , , , , f ' 'I: " '.' +, r / :~ & , ; j , I , , , , L , " , , , , , , I , , , , , , , , " , I , , , . { , , '.', '; f-O I ""t -__ ,~r,'~r~-LJ , I I-He) I , ~---I-He) I I L __ _ i' 6' I, 1,165 TO!lllSeats (Main floor Lovel) (17H.C..~.!.<) j " " , $, I, I He I , , .... _-- ./ /' 47'-0" ~,~~~ > ..... . i " " 'i " ~ '~< ~, o <~ 'f"" " " " " " " " " " " " " " " " " " " " " " " " " " " " " , , " '~~~~~~'-%"~~~~~. " " " " " " " " " " " " " " " " " " " 0, fl u d north I~)+---------Ei rs t /' ) Flo 0 r FE L--'--'-"'--"--------+--"-_ 11-1'·0" AI.7la Scale: 3/32 G e n era I N oils I) Architectural elevation 100'·0" = USGS elevation IJO.27'. 2) Immediately on discovery of the need for clarification Ilf the Contract Documents, submit ~ request for information to Architect. 3) Theater & Stage eGuipment shown for reference only, Refer to Sound, Video, lighting & Acoustic drawings for final equipment selection and placement. 4) GC to coordinate size of appliance with millwork prior to installation. FEE Types __ Refer to sheet A6AI for Fixture, furnishings, & Equipment Schedule ® Residential Appliances B·O I Refrigerator 8·02 Undercourter freezer 8·03 Undercounter ice maker B·04 Microwave oven B-05 Dishwasher 8·06 Disposal B·07 Coffee maker B·08 fxpreuo machine 8·09 Not used B·IO Blenders 8·11 Undercounter 2 door refrig B·12 Rolling cart B·13 Recycle container B·14 Trash container @ Ecclesiastical Equipment E·OI Baptistry Furniture F-OI Interlocking chair F·02 hole & chair group F·03 Seating group @ Mercantile Equipment M·OI POlnt-of-sale workstation M-02 Refrigerated display case @) Fixed & Telescoping Seating S-Ol Auditorium Seat @ Theater & Stage Equipment T·OI Stage curtain @D Audio-Visual Equipment Y·OI Television V·02 Projector Y·03 Projection screen Y·04 Speaker (w,oo) Window Coverings WoO! Black out motorized window shades " I. ' /, ," -'''!;~' = © @j) = 0= 25 © l'=o EiS • Ii"': (i'eJ I9l 6 § ~ 2<:S © O~ '=0 = (i'eJ [1b c o +-' r--C OJ") c:u a:: Owner Rev O3I/2IDB Owner Rev 04/0/IDB 07l23IDB ---~-,--- Job No, o I I 7 AI.7Ia "- C> C> -'-'-- -- ''','''~-' ""c" , ~ -------=--------,-----,-- I" -- , '---'----~ .. CD CD I I I .... 1 , _ _ .J • , I I I , , I , I WO·I I CD CD i fMTL.2l 07,6200A ~ 07.6100 Ai: <.. 07.6200A : <. 07,6200 A ~! t--ii~:;'I1.--';'!F=·~~=== "~h"=E'=-=--=-=-~I=±!,='''~~~~~st!===~=;=F=;====i'===;'''h='''~ "~==i=' =;=F~=i=! ~~-s:'-~--=-~I~h===~"'=="tl! f L __ : !!~ i! ' ~ i i : '"~ I i c ~ =-----1----r-i--~--------i-----~-t--~ ----T--------- I 'I I I I -----~----,----,- , , , I I I , , CD CD ----.. ® I , " ,'" , , CD CD CD CD North Elevation. I d Scale: 3/32"=1'-~ CD CD No rt h EI e v Scale: 3/3211::: I '.0 11 A2.11 CD ~~ ______ ~.~~~~~~~~_WLL."e.JJ.s .... t Ele va ti 0 n 12. Scale: 3/32"= I '-0" A2.11 I PT·S f. Ground line ft--c:===:r--++_f_~~-__;_' ~-+++--c'---__f_+++-' ___ i;--'-_-'...c.++,,~----.c.i~++_f_--'i----+++__------+I p -i ~c:c<>::-" I ! ! I I !! ~>,! Ll I I I I I " I I , , I ~-T~~-~t-r-t -", ,,," -',',~-" _., ... i +- T 'Cc ==~¥o= :-'0'=-- --.= -~-'~-i==-----i--=~= =. '~=='=,C=' ===~=~=-=-=--=ri=o' ==--~i =~-~-~_-=-.ce-.ce-.ce -.ce-.=,'=:C-=:C -=rf/" Ifl~ // " , " 1,1 oj I I -I I I LB : ~ " , " ,N",e.w,,,B,,,,,,Hd.,,;o,,g , .. E,,,,,;,,,tI,,,o,g, .B"";,,,ld,,;,,o,,gt .. o"R .. e"m,,,a,,in,,. -.. ~~-t~~~---<-~-~~-~~~-~ , I , SOU t h Elevation II Scale: 3/32"= I '-o~ General Notes, ________ _ I) Architectural elevation 100'·0':: USGS elevation 13D.27'. 2) Immediately on discovetj of the need for clarification of the Contract Documents, submit a request for inl~rmation to Architect. 3) Grade line shown is approximate -refer to civil drawings for grading information. Material Notes Refer to sheet A6.31 for Exterior Finish Schedule D C C C C C C Manufactured Stone Color: Mannnitel Cliffstone Manufacturer: Eldorado Stone Heavy Timber Wood Stain: Sherwin Williams Color: Walnut Wainscot SW3121)·P Metal Standing Seam Roof Color: Champaign Manufacturer: Berridge (Kynar 500) Sheet Metal Flashing and Trim Color: to match Champaign Manufacturer: Berridge (Kynar 500) Sheet Metal Flashing and Trim Color: Medium Bronze Manufacturer: Kawneer Painted Concrete Wall Panels Color: light Beige Manufacturer: Painted Concrete Wall Panels Color: Medium Beige Manufacturer: p-"0J ~ Painted Concrete Wall Panels Color: Brown Manufacturer: Paint C C Color: to match concrete walls Manufacturer: Paint Color: to match medium bronze Manufacturer: Keyed NQ.~t~e~s ______ ~ _____ _ 01.0000· General Requirements 01.0001 Line of construction above 02.0000· Existing Conditions 02.4119-A Demo existing patio 02.-4119·B Demo existing planter 0].0000· Concrete Q3.3000·A Concrete foundation re: structural 03.3000-8 Vapor Retarder 03.3000·C Conmte grade beam re: muctural 03.-4713 Concrete tilt·up concrete wall panel. re: struel. 04,0000 • Masonry 04.7300 Manufactured stone veneer 05.0000· Metals 05.!200·A Steel broc8 frame re: muct. OS.1200·B Steel column re: struet. 05.1100·C Steel post re: struct. OS.2100-D Steel joist re: structural 05.4100 Cold formed rraming. re: structural OS.SOOO·A Wall ladder wi handrail 05.S000·B Pipe bollard re -' _ 05.S000·C Steel corner guard 05.5213 Pipe railing 06.0000 • Wood, Plastics, & Composites 06.105] 4'x8' Telephone backing panel 06.1800 Glued·laminated beam re: structural 07.0000· Thermal & Moisture Protection 07.1326 Sheet waterproofing 07.2100 07.2100 07.5323 07.6100 07.6200·A 07.6200-B 07,nOO·A 07.7200·B 078446 07,9200 Sound attenuation insulation foam Plastic board insulation R·IO EPDM walkway surface Metal standing se3m roof Overflow scuoper Sheet metal downspouts Roof hatch· 30"x36' Smoke vent· re: mechanical 3 hour rated lire resistive concrete panel joint. re:J_ concrete ponel joint. re:_I_ 08.0000. Openings OaJ 113 Floor hatch wi lock 09.0000· Finishes 09.8413 Acoustical wall panels re: AY draWings 09. Cast in place concrete sink 10.0000· Specialties Refer to Finish Plans for Wall and Door Protection 10.2600 10.1000 Accessible parking stall sign re: JA_. __ 10.21 !3·A Toilet endosure 10.2113·B 10.2123 IOA400·A I0.-4400·M IOA400·K Urinal screen Cubicle track and curtain Knox box Fire extinguisher and fire extinguisher cabinet Fire extinguisher and fire extinguisher ,abinet 11.0000 • Equipment Refer to FFE Plans for add'i equipment 12.0000 • Furnishings Refer to FFE Plans for add'i furnishings 12.9300 Bicycle rack 14.0000· Conveying Equipment 1-4.4200 Wheelchair lift 21.01100 • Fire Suppression 21.1000 Fire.suppression piping 22,11000 • Plumbing 22.0500-A Roof drain re: plumbing 22.0500·B Overflow Roof drain re: plumbin 22.0500·C 22.0523 22.llI6·A Water meter re: plumbing Hose bibb re: plumbing Floor drain re: plumbing 22.1316·B Plumbing vents re; plumbing 22.3400 Gas water heatH re: plumbing 22.4000·A Tank flush toilet 22.-4000·B Flush valve toilet 22.4000·C Wall mounted urinal 22.-4000·D Wall hung lavator~ 22.4000·E Custom concrete lavatory 22.-4000·F Double bowl sink 22.400Q·G Single bowl bar sink 22.4000·H Single bowl sink wi bubbler 22.40ilQ·K Drink dispenser and water filter 22.4000-L Gooseneck water faucet 22.4000-M Dipper well and faucet 22.40QO·N Single bowl sink with built in drain board 22AOOO-P Mop sink 22.4000·R Accessible electric water cooler re: plumbing 23.0000· Heating, Ventilating, & AC 2l1123·A Gas meter re: plumbing 23.1123·B Gas piping re: plumbing 23.311] Mechanical ductwork re: mechanical 23.3-416 Exhaust fan re: mechanical 23.7413 Packaged HVAC re: mechanical 26.0000 • Electrical 26.2200 Transformer re: electrical 26.2413 Electrical meter re: electrical 26.2416 Ele,tricai panel re: elemical 21.0000· Communications 28.0000 • Electronic Safety & Security 28.3100 Horn & strobe re: electrical 31.0000· Earthwork 31.2000·A 4' drainage course 31.2000·B Structural fill 31.2000·C Drainage course 31.2000·D Auger cast piles 3l.O000· Utilities 314600-A Perforated pipe, ra: A 1.2 I for invert eleva:ions 33.4600·B Geotextile filter fabric /1: -'.: ·1 c.,." "-.1[,./ QJ :::> c: QJ > <t:: c: o ..... r-c: ......, QJ a::: Owner Rev 03112108 Owner Rev 04/01108 Permit 01/03/08 Job No, o I I 7 A2.11 -- '-- C) "- " i • J .; . ,-' _I': CD CD - , , !~ , . . I , ! 20'-0" , f------~~-----,f , ----------~i~AS~P-------~- , I dl._.....I.L._L_L_L+IW ________ . _Firlis_hed fjoo~ ___ ).. -100'·0" ~ ___ ._~/evationEntrv Id Scale: 3/32"'= I '-~ ® CD " 12 3~ I " " ---------. ---Ws,~:"ea£ll-----~ " :; --------------~,it4~r~--" --t- 'I I, .: I .1 I ___ -/';J; i2l1rllJb~~~~dlh~llli~lIh:dlW:l:ii611~----____ Finis_hed f!oo~ ___ ~ '-100'-0" 'V Scale: 3/32'''= I '-0" A2.12 "'.< .' \\ ..... : ! ,', [01, 1"-"__ ".~"''''', \: .' , :@ i -1-- -- === E n t tJ--P I a n s ~tatedt_.~~~ Scale: 3/32"=1'-0" A2,12 , -,; + ___ U'+.....I_.....I-I-.....I_-"'L_.J.l.~"--__ --_ -,. -i66~~~,d floo~ - --~ Elevation Entrv 12 ____ . __ --'_-','-"---_u_"--"--_ '-!-_.LlL_ ----'---~-~-J..--::J--c-;---:-c;-f--"'--Ac:c2.C':"12 Scale: 3/32'{=1'-0" o II II@ Finished Floor --100'-0' East General Notes I) Architectural elevation 100'-0' = USGS elevation 130.27', 2) J) Immediately on discowy of the need for clarification of the Contract Documents, submit a request for information to Architect. Grade line shown is approximate. refer to civil drawings for grading information. Material Notes Refer to sheet A6.31 for Exterior Finish Schedule D LJ LJ LJ LJ LJ LJ D LJ LJ Manufactured Stone Color: Manzanitel Cliffstone Manufacturer: Eldorado Stone Heavy Timber Wood Stain: Sherwin Williams Color: Walnut Wainscot SW3120·P Metal Standing Seam Roof Color: Champaign Manufacturer: Berridge (Kynar 500) Sheet Metal Flashing and Trim Color: to match Champaign Manufacturer: Berridge (Kynar SOO) Sheet Metal Flashing and Trim Color: Medium Bronze Manufacturer: Kawneer Painted Concrete Wall Panels Color: Light Beige Manufacturer: Painted Concrete Wall Panels Color: Medium Beige Manufacturer: Painted Concrete Wall Panels Color: Brown Manufacturer: Paint Color: to match concrete walls Manufacturer: Paint Color: to match medium bronze Manufacturer: Keyed Notes 01.0000· General Requirements 01.000 I Line of conltruction above 02.0000· Existing Conditions 02A119·A Demo existing patio 02.4119·8 Demo existing planter 03.00110 • Concrete 03.J000·A Concrete foundation re: structural 03.3000·B Vapor Retarder 03.3000·C Concrete grade beam re: structural 0304713 Concrete tilt·up concrete wall panel. re: struct. 04.0000 • Masonry 04.7300 Manufactured stone veneer 05.0000· Metals 05.1200-A Steel brace frame re: struct. 05.1200·8 Steel column re: muct. 05.1200·C Steel pas! re: strutt. 05.2100·0 Steel joist re: structural 0504100 Cold formed framing. re: Itructural 05.S000-A Wall ladder wi handrail OS.5000·B Pipe bollard re -.I ~ 05.5000·C Steel corner guard 05.5213 Pipe railing ouooo . Wood, Plastics, & Composites 06.1053 4'x8' Telephone backing panel 06.1800 Glued·laminated beam re: structural 07.0000· Thermal & Moisture Protection 07.1326 Sheet waterproofing 07.2100 Sound attenuation insulation 07.2100 Foam Plastic board insulation R·IO 07.5323 EPOM walkway surfm 07.6100 Metal standing seam roof 07.6200·A Overflow scupper 07.6200·B Sheet metal downspouts 07.7200·A Roof hatch. 30'x36' 07.7200·8 Smoke vent· ra: mechanical 07.8446 3 hour rated fire resistive concrete panel joint. re: -'_ 07.9200 oncrete panel joint. re: -'_ os.oooo . Openings 08.3113 Floor hatch wllock 09.0000 • Finishes 09.8413 Acoustical wall panels re: AV draWings 09 Cast in place concrete sink 10.0000 • Specialties Refer to Finish Plans (or Wall and Door Protection 10.2600 10.1000 Accessible parking mil sign re: -'A_. __ IOJI13·A Toilet enclosure 10.2113·B Urinal smen 10.2123 Cuhicle track and curtain 10.4400·A Knox box I0.4400·M Fire extinguisher and fire extingUisher cabinet IOA40Q·K Fire extinguisher and fire extinguisher cabinet 11.0000· Equipment Refer to FFE Plans for add'l equipment 11.0000· Furnishings Refer to FFE Plans for add'i furnishings 12.9300 Bicycle rack 14.00011· Conveying Equipment 14.4200 Wheelchair lift 21.0000· Fire Suppression 21.1000 Fire.suppression piping 22,0000· Plumbing 22.0500-A Roof drain re: plumbing 22.0500·8 Overflow Roof drain re: plumb in 22.0500·C Water meter re: plumbing 22.0523 Hose bibb ra: plumbing 22.1l!6·A Floor drain re: plumbing 22.1316·8 Plumbing vents re: plumbing 22.3400 22.4000·A Gas water heater re: plumbing Tank flush toilet nAOOO·B Flush valve toilet 22.4000·C Wall mounted urinal 22.4000·0 Wall hung lavatory 22.4000·E Custom concrete lavatory 22AOOO·F Double bowl sink 22.4000-G Single bow! bar sink 22.4000-H Single bowl sink wi bubbler 22AOOO·K Drink dispenser and water filter 22.4000·L Gooseneck water faucet 22.4000·M Dipper well and faucet 22AOOO·N Single bowl sink with built in drain board 22.4000·P Mop sink 22.4000·R Accessible electric water cooler re: plumbing 23.0000 • Heating, Ventilating, & AC 23.1123·A Gas meter re: plumbing 23.1123-8 Gas piping re: plumbing 23.1113 Mechanical ductwork re: mechanical 23.3416 Exhaustfan re: mechanical 23.7413 Packaged HVAC re: mechanical 26.0000 • Electrical 26.2200 Transformer re: electrical 26.2413 Electrical meter fe: electrical 26.2416 Electrical panel re: eleCtrical 27.0000· Communications 28.0000· Electronic Safety & Security 28.3100 Horn & strobe re: electrical 31.0000· Earthwork 31.2000·A 4' drainage (ourse 31.2000·B Structural/ill 31.2000·C Drainage course 31.2000·0 Auger cast piles 33,0000 • Utilities 33.4600-A Perforated pipe. re: A 1.2 I for invert elevations 33.4600·8 Geoteuile filter fabric ... "., ·.1, i::'·"2 • 15 i§0 I9il '= § ~ ~ ~ "~ '= ~ [gb, Q) :::> s::: Q) > « s::: o ...... s::: Q) 0:::: ~O"'WY1n",eLr "BeeJv'---__ J.lJ03il2LOE Owner Bev 04101108 Permit 07/03108 Job No . o I I 7 A2.12 -- '-o -- "- ([) Finished Floor 100'-0" I I I , I I T.O.Wall , ---------- 124'·0" ~ ~ - Finished Floor ------._---- JOO'-O" , ~- q. '" - CD T.O Roof $creen::: 126'-0" T.O RTU = 125'-11" , 15 ton RTU -5'-9" tall above roof! I CD I ~p , I W 1 ------ - - -~-- - - - - - ------ -----1-------_'C'4"(,:",,,,,±I28~l: ---- - - - - ------·f --------------------~ ----------~ ------------------------- , '20 ton' -6'-11" tall above roof ' T.O. RTU :: + 128'·3" i I T.O. RTU::: +117'-10" Can ductwork run thru 44" deep joists? , '1 ------------------------------~----------~-J~~~--------~---"+,i~-.--------~--"~ .. ,-,,.-,--~~---~----------------~i~'--~------------------~------------4-----~----------------------~--4-__ ~--____________________________________________ " __ ;~:~~~loo~---~ @ I I I , i , I , I i i W I , I , I , I , ,;\ I , I iii i ! I , ;:; ~ ~ T.O. Roofscreen::: +128'-4" T.O. RTU:: +128'-3" 20 ton RTU -6'·11" tall above roof 0 .. . ./ ,', T.O. Roof screen::: + 129'·4" T.O. RTU::: +129'-3" W W I', . ./ ',- V " ./ © I I , 0 '" I ~, ' ® ® , I T.O. RTU = +136' 'I" 4 ton RTU -4'-1 O"~ tall above roof I , g 1 Ul "'1 1'1 /1' --' -~' - 'I J , I I I , ,0 I ' ---'-"-">,-..-.., ; "-.-"',,,,-, ~ ~I"_I ""'~';;< """, '1 _J"'- if > 1 1 ., . '., ~""'" '. ..... ,-..,'-> , ''''-'''-> -. ---. _. " -,--" " --, ---_ .. -" ---'"-. -, -" ". . ---------,-, ---,,-._--- 1 1 I 0 C 1 ~ ::-----, I', IV, '''"" ...... ", ~ " "'-""-./ I'" ! I :----.-I V 0,-..,_""",,- 1,1" • I ~~. t I :----.-"" ,,/ i", I I , , I I , , 8 'Itlin" r ' fl ____ -"_'-'ULl,-'-_ ~--J...e...C1112 n _ ~ " Scale: 3/32"= I '·0" Alii , , CD T.O. RTU ::: + 136'4" e;. 0- I I ~ I "' _____ ~B~u_'_i~/d~,~'n~g Section Scale: 3/32"=1'·0" , ! T.O. RTU::: +136'-4" i 25 ton RTU -7'-11" tall above roof • I , -, -----i3~~;a!l-----~ I TO~ I 1 1 1 1 1 1 1 1 J 0 C) IC I I I " '" , i >. '. --------,_ .. -, ' ' , ! 'iEU , i~ , q. , , _ ~hangi!!g ~.9Ef!1l!o_o~ w , I -. , i 109'·0" ", I , , , , ------., -. H' -------._. -~ : '-t ' I ,..--, ~ // , \, ' .1'-~ , I , ---7~~6~lop!:.. - ---~ :"', ,/ I Finished Roar -~ -----------, 100'·0" I I , I I , ~ ___ Ruil ding S e U ion Scale: 3/32"= I '·0" ;---' " {, . / " { ,- " '~-- 0 " 0 0 • 0 u ,~ ~ ~ 0 ~ 0 " ~ , j , ~ s • " b 0 .~ ] ! ~ u " C M 0 , , 5 0 .~ 0 • ~ • 0 '~ ~ 0 " , " " • ~ • m m ~ " ~ 0 0 , M M =" ISS) @J = "~ 25 ISS) ~ ~ + = 0; 15 0 = ro 0 §j) = M '" ~ 0 © Ln 0 ~ "'" '-' ~ ~ 0 ru = > '" = , ;§ = , "'" ." ~ ~ = M a, C. ~ ISS) Ln ~uo cr;-"~ ~o '= ~ 0= ~ = O'l '-' ro t:o ro ~ ~ ~ m-" t;j [ijb r--NO ~ ~'-' ~ 0<J1 (JI VI E 0 +-' ~ C 0 ttl " E +-' , @) ~ c: u ::J '" '0 VI U -" C[ "-~ '" 0 0 " '-~ ~ U' N " N Cl ,,; N ... '" u- N en N ~ ~ ., ~ '" ., CO ., '"" 0 ,,; N ... "-t- 00 ..... c::> u.J 00 V> 0' CL> c: ::::> 0 c: ...... CL> t>O :> c: <C -= -C V> c: cd <--I ~ LI"> c: 0 ...... r--s::: LI"> CL> cr::. Owner Rev 031/2/08 .owner Rev 04101108 &rmu..it ___ Oll231fJB. --_._---- -", .. , .. ---- Job No. o I I 7 JUt. Al.11 ,;' '" c:: o -- .----