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23700 104TH AVE W (2).PDFiiiiiiiiiiiiii 15999 1118111111rol UATMUTA 0 PLANNING DATA * New Commercial I Multi -Family Projects Name: k- d Woo d ��cv Site Address: 2 3-7 0 10 q'�k (A U Date: -7 t Plan Check #.- BLD - zoa> 0 Project Description: /Ve" 0OV, A Use(s) Proposed: A* Ale I h �og I Allowed Use: �q NO) P0, rk_ CUP File Number: To Allow What Uses: Legal Nonconforming Land Use Determination Issued: (YES 10 Reduced Site Plan Provided: NO) Zoning. - Map Page: (0 0 Comp Plan Designation- N(A FaAq (7(V Corner Lot: 0 1 NO) Flag Lot: (YES I AOB File Number (duto waived): -Lot Area: Plans Match ADB Approved: (YES NO) Shoreline Required: (YES I to Critical Areas Determination zo o o ,5- 5- El Study Required go -Waiver SEPA Determination: L/I J I'Z)S7- U El Exempt ss _td 6 Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake Ballinger. Requires: (1) Fee, 2) Environmental Checklist, and (3) APO List with notarized form)- SU�k:' 2-S7 Side: Side: -2- S_ Street.- > t5' Side: -7- Side: > 7- Rear. 5' Lot CoverageXAR Required: /V4 LotCoverageXAR Provided: A14 Lot Coverage~ Calculations: IVA Datum Point: Datum Elevation: Maximum Height: 2 Actual Height: Subdivision: Lot Aggregation Required: Landscaping Matches ADB Approved: Landscaping Bid Provided: (YES / NO) /V Amount (100% Bid): Plan Review By.- C ti � C/� PLANNING DATA STREET New Commercial I Multi -Family Projects Business Name Typeluse Parking Ratio Tenant Area Required Parkinq Total Parking Required. - Total Parking Provided a isfwa-Faind, Poi*,04,An! qW"; JS # Bedroom�swelling Unit Parking Ratio Units ire d g Studio 1-21D.U_ I Bedroom 1_5�10_ 2 Bedrooms 3 + Bedrooms 2.01O.U. 7-otal Parking Required Total Parking Provided. U6,17 prm t AOL lo— u 6 s Plan Review By: E N GA N E E RS PLANNERS SURVEYORS CPACE An Engineering Services Company TECH NICAL STORMWATER TESC MEMORANDUM '' — I o !! OLD WOODWAY ELEMENTARY SCHOOL I PARK for City of Edmonds,, WA Date: June 11, 2008 Prepared, For: MacLeod R�ckord 231 Summit Avenue East Seattle, WA 98102 Contact Person: John Weed, P.E. 425.827.2014 )00 L=EXPIRCS 3/6/ OCX I c c" CO, co 11 cer n A,-s s Pie PO/I O'rg r, C, It, vct 11 d— dll:f -'.7 CLe) 7' U An �4 t q a,-N 's '-/'j k1ul r 6 heir 9— Q g C_oj 4 , z d Ves 4- 1 0-7 D r- -�'/ / 7/Cli I n I P 11 I I I I I d 7 L I I I LJ MEMORANDUM Date: June 11, 2008 To: City of Edmonds, Public Works Department From: John Weed; PACE Engineers, Inc. Subject: Old Woodway Elementary School Park Technical Stormwater Memorandum Document purpose This memorandum has been prepared for the purpose of providing a narrative for the stormwater system improvements for the proposed Old Woodway Elementary School Park. The future park is located northwest of the intersection of 104th Avenue West & 237th Place Southwest in Edmonds, WA. See Attachment A page 4 of this memo for a vicinity map. - The project consists of the redevelopment of 5.60 acres of the 11.21 acre Old Edmonds Woodway Elementary School property. Redevelopment of the site will include demolition, utility construction, park improvements, construction of a regional stormwater infiltration system, and frontage improvements to 104th Avenue West. The project has been developed in partnership with the City of Edmonds as a joint effort to provide the City with an additional park and provide regional drainage improvements to the area. The City of Edmonds has furnished the design for the regional stormwater infiltration system, a description of the regional system is not included within this memo. Drainage Mitigation Approach Stormwater facilities serving the park project are separate from the regional facility. The park facilities have been designed in accordance with the City of Edmonds Storm Water Management Program (Section 18.30.00) and in accordance with the recommendations of the Low Impact Development -Technical Guidance Manual for Puget Sound, herein "The LID Manual". Section 18.30.00 of the City code requires redevelopment projects to provide flow control. Peak runoff rates must be provided to match pre-develope d conditions for the 2, 10, and 100-year 24- hour design storm events. This project has met City requirements by providing full infiltration of the 100-year 24-hour design storm. King County Santa Barbara Unit Hydrograph model (KCHYD) was used in sizing the raingarden. Parameters used in the calculations ate summarized in the sections below. As full infiltration has been provided for this project, predeveloped time of concentration, and curve numbers are not needed to determine if flow control measures have matched the developed to the predeveloped conditions. P:XP07�07495.00\DocXTIP_doc rPAIC E PACE Engineers, Inc. 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 Phone: 425.827.2014 Fax: 425.827.5043 I I I I I 11 I I 11 I City of Edmonds Public Works May 22, 2008 Page 2 Infiltration for the improvements to 104th Avenue West and the onsite improvements have been accommodated within a rain -garden located at the southeast corner of the property (See developed conditions, page 5 of this memo). The LID manual. encourages infiltration as the primary way to mitigate increases in stormwater runoff. This project is not expected to exacerbate any existing downstream drainage issues because all stormwaterwill be contained onsite and infiltrated. Runoff attributed to the entire southbound lane of 104th Avenue East will be routed to the raingarden which will reduce the amount of runoff from the existing road. Design calculation for the sizing and adequacy of the infiltration system has been included with this memorandum, see pages 7-10. Water Quality Mitigation Section 18.30.00 of the City code also requires that the. 6-month 24-hour storm event be treated prior to discharge from the site. This requirement has been met by treating the entire 100-year storm event through amended compost media within the rain -garden. Treatment guidelines outlined within the LID Manual were used for the design of the compost amended media. (See chapter 6 of the LID Manual). Conventional water quality measures have not been implemented in this project, conventional water quality calculations have therefore not been provided. (Refer to chapter 6 of the LID Manual for guidance related to treatment methods for raingardens. Existing Site Conditions The existing school has been demolished along with the majority of pavement, utilities and other site improvements. The existing ground cover is primarily exposed dirt resulting from rough grading after demolition work, the northern portion of the site has remain undisturbed forest. Several trees have been protected near the perimeter and interior. of the site. Due to the high infiltration rate of onsite soils, stormwater infiltrates at the location it meets the ground. Predevelloped Site Conditions For the purposes of hydrologic modeling the pre -developed site is assumed to be 2nd growth forest on type A soils, CN=42. Area calculations were taken from AutoCad drawings prepared by PACE Engineers Inc. & MacLeod Reckord Landscape Architects. These area calculations have been tabulated below. Pre -developed Land Cover Land Cover Type Area (Acres) Curve Number (CN) Forest (Second Growth) 5.6 42 The above reported curve number was not used in the supplied calculations as peak runoff rates were not matched, full infiltration has been provided. Precleveloped time of concentration was also not needed for the infiltration calculations. P:\PO7\07495.00\Doc\T11Ldoc City of Edmonds Public Works May 22, 2008 Page 3 Developed Site Conditions The developed 5.60 Acre site will include the following land cover areas: Area Tributary to Raingarden Land Cover Type Area (Acres) Curve Number (CN) Grass 0.33 77 Impervious (Onsite) 0.29* 98 Impervious (Run-on 104th Ave) 0.17 98 -17mpervious onsite area Includes the bottom area of the raingarden because stanallng water may result dunng storm event5� The remainder of the site includes nearly all soft (pervious) ground cover and are non -pollution generating surfaces. These areas are assumed to infiltrate at the location the rainwater meets the ground. Remainina Site (Soft Pervious Areas) Land Cover Type Area (Acres) Curve Number (CN) Primarily Grass 4.9 NA The developed time of concentration calculated for this project is less than the minimum value of 6.3 minutes, so the minimum value was used T, = 6.3 minutes. See the supplemental calculations provided at the back of this memo. PAPO7\07495.00\Doc\T11Ldoc .3 Attachment A - Vicinity Map Project is located in Edmonds, WA. I PROJECT SITE SITE RO� ROM 1W 2" PL SW 8 Om PL Sw ZWM ST SW 24M PL SW VKXM MAP 4 2 0 0 1 . I 11::: 1 will, In 1w We 1,0 'ILI I V1,17'rimm"I 4 1 SIMI off L1111111111111 .... ...... .. .. IN 0:1.2 m1m 111311,11muzz NEENIN "I'mmoMmUmm'"HER!" GREEN Pin on :23m IN 1.11 llsommommone Emms'. omm- won so ME If siololms man wwww! mummmmmmom m ommoomm In a momm ins m m, — — — — — — — — — — Etc: 1 1 �'N 11255 Kirkland Way, Suite 300 DATE JOB NUMBER DESIGNED Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 6/11/08 OLD WOODWAY ELEMENTARY 07495.00 DRAWN ...................................................... SCALE SCHOOL PARK', SHEET NAME DEVELOP - ED CHECKED Civil I Structural I Planning I Survey STORMWATER EXHIBIT An Engineering Services Company paceengrs.com 50' (DEVELOPED CONDITION) SHEET OF > Of V) I U i 0) Li Ln 0) 0 x th V) U) U) 06 1 0 U) o') 0 0 x C4 x LLJ 2 Of Of I 0 Lo 0) U) V) 0 F-- x LL-0 LL- 00 C) �It: 0) o n r-z,,4- . to Ln(n r- I I Ln 0 0) O-)> x 00 00Y 010 0)- > 0 0 (if 04 Cy- (n b CL Lo 0) Y LD �DN r%, L�i (�i DESIGNED L�j U'j L:� Lj 2:2 2 < _j < z E DRAWN z Uj Of L.L- Li > o uj uj C HN LE C KK E DU -j < -i V) Q� L.L. U) Cl- D x k" 1< 1< k, \< 1< k 1< 1< k 1< Ik k \< k k k k Ik LEGEND \< lk lk -\< k \< 1< -k k -k 'k FOREST (SECOND GROWTH) 'k \< k 1V lk \< k \< \< I \< \< \< 1< k/ \< -k Ik -k 1< . ........ .. \< \< )< \< 1< \< < k, \< 2 : -k I \< I I 1< 1< k I k, \< 1< -k -k, \< k1< -k k -5-6 ACR'E k- k1< k >< >( -k k \< k >( >( >( k >( >( >( >( k -k k, >( >( \< >( I -- .-, >( )< / \< >( >( k k, >( >( -k k, 17,1 - .1 1 1< -k k, >( k >( l< >( >( >( >( 1k >( >( >( >( 1k >( -k >( k >( >( >< k >( >( >( >( >( k >( -k k >( >( >( >( >( :i-K k 1< >( >( -k �1� >( >( >( > >( lk 'k )< 1< Ik k k k, k, >( >( >( >( >( \< \< >( >( 1< y >( >( J. >( >( >( —77 --I k, \< \< \< L! >( —cc' ......... . .. C Q - --------- . ...... . A,, - JAI` CG!' -j— . . ..... .... P 'iiE A An Engineering Services Co ii � any 11255 Kirkland Way, Suite 300 DATE Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 6/11/08 ...................................................... SCALE Civil I Structural I Planning I Survey paceengrs.com 1 -1 = 5-0' OLD WOODWAY .SCHOOL STORMWATER ELEMENTARY PARK! i JOB NUMBER 07495.00 SHEET NAME PREDEVELOP SH EET 1 OF 1 - m TIME OF CONCENTRATION FOR: OLD WOODWAY ELEMENTARY SCHOOL PARK REDEVELOPED SITE DEVELOPED CONDITIONS (See Stormwater Exhibit -Developed Condition) SheetFlow: Tt= 0.42(n,,Lf.8 (P,y 5 (s.) 0 - 4 Where: Tt: travel time (min). n,: sheet flow Manning's Effective roughness coefficient (from Table 6. 1). L: [low length (ft). P2: 2-year� 24-hour rainfall (in), (see Table E. I). so: slope of hydraulic grade line (land slope, ft/ft). Shallow Tt= L Concentrated Flow. 60K(sof-' where: Tt: travel time (min). L: now length (tt). k,: time of concentration velocity factor fts), (see Table 6. 1 s.: slope of hydraulic grade line (land slope, ft/ft). Channel Flow. Tt= L 60k.(sof-' where: Tt: travel time (min). L: flow length (ft). k: time of concentration velocity factor (ft/s), (see Table 6. 1 S': slope of hydraulic grade line (land slope, ft/ft). CALCULATIONS: Sheet Flow: Segment # Tt= 0.39 min. I ris = 0.011 L= 20 change El. 0.5 11 P2 2 so 0.025 Channel Segment # = 2 Tt= 0.65 n-dn. Flow L = 324 change El. = 10.5 10.5 46 so 0.0324 Tc 1.04 min. MINDIUM Tc =6_3 min. For hydrology model use Tc =6.3 min. 7 Old Woodway Elementary School Park Developed Flowrate Calculation (SBUH) Peak Flow Analysis May 21, 2008 SUMMARY OF INPUT VALUES .33 Acres CN=77 (Grass/Lawn) ---------- page 5 .46 Acres CN=98 ---------- page 5 . CN=98 ---------- page 5 6.3 Min. - Time of concentration ---------- page 7 KCHYD CALCULATION ---------------------------------------------------------------------- S.C.S. TYPE -IA DISTRIBUTION 100-YEAR 24-HOUR STORM **** 4.00" TOTAL PRECIP. ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .33 77 .46 98 6.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8 .3 77.0 .5 98.0 6.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .59 7.67 8457 ENTER [d:][path]fllename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100YD3 W KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.21B I - INFO ON THIS PROGRAM 2 - SBUHYD 3 - MODIFIED SBUHYD 4 - ROUTE 5 - ROUTE2 6 - ADDHYD 7 - BASEFLOW 8 - PLOTHYD 9 - DATA 10 - RDFAC 11 - RETURN TO DOS ENTER OPTION: 10 R/D FACILITY DESIGN ROUTINE SPECIFY TYPE OF R/D FACILITY: 1 - POND 4 - INFILTRATION POND 2 - TANK 5 - INFILTRATION TANK 3 - VAULT 6 - GRAVEL TRENCH/BED 4 ENTER: POND SIDE SLOPE (HORIZ. COMPONENT) 3 ENTER: EFFECTIVE STORAGE DEPTH(ft) BEFORE OVERFLOW .5 ENTER: VERT-PERM(rnin/in), PERM -SURFACE (0 = SIDES ONLY, 1 SIDES AND BOTTOM) 30 1' ENTER [d:][path]filename[.ext] OF PRIMARY DESIGN INFLOW HYDROGRAPH: 100YD3-------------------------------------------------------------------------------------------------- Page 8 PRIMARY DESIGN INFLOW PEAK = .59 CFS ------------------------------------------------------------- Page 8 ENTER PRIMARY DESIGN RELEASE RATE(cf�): 0 ENTER NUMBER OF INFLOW HYDROGRAPHS TO BE TESTED FOR PERFORMANCE (5 MAXIMUM): 0 ENTER: NUMBER OF ORIFICES, RISER-HEAD(ft), RISER-DIAMETER(in) 0.512 RISER OVERFLOW DEPTH FOR PRIMARY PEAK INFLOW = .15 FT SPECIFY ITERATION DISPLAY: Y - YES, N - NO n SPECIFY: R - REVIEW/REVfSE INPUT, C - CONTINUE C INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 8478 CU-FT I PERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE DESIGN HYD: .59 .00 .00 .50 1364 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP d PERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE DESIGN HYD: .59 .00. .00 .50 1364 STRUCTURE DATA: R/D-POND (3.0:1 SIDE SLOPES) RISER -HEAD POND-BoTroM-AREA TOP-AREA(@l'F.B.) STOR-DEPTH STORAGE -VOLUME 1 ..50 Fr 2563.7 SQ-Fr 3611.4 SQ-FT .50 Fr 1364 CU-Fr PERMEABLE SURFACE: POND SIDES AND BOTTOM ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .05 .00 129.0 2596.1 .10 .00 259.6 2628.5 .15 .00 391.9 2661.2 .20 .00 525.7 2694.1 .25 .00 661.3 2727.1 .30 .00 798.4 2760.3 .35 .00 937.3 2793.7 ..40 .00 1077.8 2827.3 .45 .00 1220.0 2861.0 .50 .00 1363.9 2895.0 .60 .31 1656.8 2963.4 .70 .87 1956.6' 3032.5 .80 1.60 2263.4 3102.3 .90 2.39 2577.1 3172.9 1.00 2.67 2898.0 3244.2 AVERAGE VERTICAL PERMEABILITY: 30.0 MINUTES/INCH SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP Required raingarden bottom area = 2563 SF Provided raingarden bottom area = 2586 SF >2563 OK /a I I I I I I I I I I I I MEMORANDUM Date: June 11, 2008 To: �ity of Edmonds, Public Works Department From: John Weed; PACE Engineers, Inc. Subject: Old Woodway Elementary School Park Temporary Erosion & Sedimentation Report Document Purpose & Description This memorandum has been prepared for the purpose of describing the temporary erosion & sedimentation controls to be utilized during construction at the proposed Old Woodway Elementary School Park. Additional BMP's not shown on the construction documents may be required to prevent transportation of sediment offsite and are the responsibility of the contractor to implement as required during construction. Best management practices shall be in accordance with City of Edmonds Standards. The future park is located northwest of the intersection of 104th Avenue West & 237th Place Southwest in Edmonds, WA. The project consists of the redevelopment of 5.60 acres of the 11.21 acre Old Edmonds Woodway Elementary School property. Redevelopment of the site will include demolition, utility construction, park improvements, construction of a regional stormwater infiltration system, and frontage improvements to 104th Avenue West. Pollution Source Control — BMPs Best management practices (BMPs) are methods of improving storm water quality. BMPs encompass a variety of managerial, operational and structural measures that, if employed, will reduce the amount of contaminants in storm water thus improving water quality. BMPs can be classified in two categories: source - control, and treatment. Source -control BMPs prevent contaminants from ' entering storm water runoff, treatment BMPs are facilities that treat the storm water to remove the contaminants. The BMPs outlined in this document are source -control practices. Voluntary Practices The BMPs listed below are measures that should be considered for improving pollution control. Locate activities as far as Qossible from surface drainage Qaths. Locate activities on high ground, far from drainage paths, ditches, gutters and storm drains to allow more time to recognize spills and act to prevent water contamination. Avoid the activity or reduce its occurrence. Often an alternate production process or material application process can be used to substitute for another, more polluting, process. Ideally, a polluting activity can be avoided altogether, or its frequency of occurrence reduced. Use less material. Improper disposal of excess material or increased application of material simply because P:XP07\0749S.00\Doc\T1R.doc PACE Engineers, Inc. 00 (PA7CM') 11255 Kirkland Way, Suite 300 . Kirkland, WA 98033 Phone: .425.827.2014 Fax: 425.827.5043 I i I I I I I I I I I I I I I I I City of Edmonds Public Works June 11, 2008 Page 2 excess is available can cause pollution. Purchase only. the amount of material that will be needed for foreseeable use. Use the least toxic materials available. All applications of solid or liquid materials should use the least toxic products and raw materials available. Re�ycle as much as possible. Recycling is always preferable to disposal of unwanted materials. Leftover paints and -cleaning products, etc., may be used by someone else. Contact other groups to see if leftover materials can be used. Many empty containers and other common items are recyclab le'. Minimum Requirements The following BMPs are measures that should be employed to improve pollution control. Clean the storm drainage system. Routine maintenance procedures at all sites must include cleaning of the storm drain features, without using water to flmh sediments and debris downstream of the site. Eliminate illicit connections to the storm drainage system. Ensure no discharges of non -storm water to the storm water drainage system. Storing of flammable, ignitable and. reactive chemicals and materials. Storage of these items must comply with the stricter of: local zoning codes, local fire codes, the Uniform Fire Code, Uniform Fire Code standards, or the National Electric Code. Storage of Solid Waste Cover storage containers. Cover dumpsters and garbage cans with leak -proof lids. -Replace lids when dumpsters/cans are not being filled. Maintenance. Check dumpsters/cans monthly to check for leaks or corrosion. Sweep and clean the storage area monthly; do not hose down the areas to a storm drain. Landscaping Activities Chemical al2plications. Do not apply herbicide, insecticide or fungicide within 100 feet of surface water bodies such as lakes, ponds, wetlands and streams. Follow the manufacturer recommendations. Do not apply pesticide in wind conditions or if precipitation is occurring. Use mechanical methods of vegetation removal rather than herbicides if possible. Vegetation Disposal. Dispose of grass clippings, leaves, sticks or other collected vegetation by composting or by burning when allowed. Do not dispose of collected vegetation into the storm drainage system. Erosion control. Cover areas where soils are temporarily stripped bare for more than two weeks with mulch or other erosion control material, or seed with temporary vegetation.. Soil Stabilization and Sediment Trapping ISilt fences: IP:\PO7\07495.00IJDo�\E§-CR�p—arLdoc I City of Edmonds Public Works June 11, 2008 Page 3 1. Filter fabric shall be purchased in a continuous roll and cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6-inch overlap, and securely fastened at both ends to posts. 2. Posts shall be spaced a maximum of 6 feet apart and driven securely into the ground (minimum of 30 inches)., -3. A trench shall be excavated approximately 8 inches wide and 12 inches deep along the line of posts and upslope from the barrier. This trench shall be backfilled with washed gravel. 4. When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope, side of the posts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 24 inches above the original ground surface. 5. The standard strength filter fabric shall be stapled or wired to the fence, and 20 inches of the fabric shall be extended into the trench. The fabric shall not extend more than 24 inches above the original ground surface'. Filter fabric shall not be stapled to existing trees. 6. When extra -strength filter fabric and closer post spacing is used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of above notes applying. 7. Filter fabric fences shall not be removed before the upslope area has been permanently stabilized. 8. Filter fabric fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Straw Bales: 1. Bales shall be placed in a single row, lengthwise, on the contour, with ends of adjacent bales tightly abutting one another. 2. All bales shall be either wire -bound or string -tied with bindings oriented around the sides rather than the tops and bottoms of the bales. This will prevent rapid deterioration of the bindings. 3. The barrier shall be entrenched and backfilled. A trench shall be excavated the length and width of the proposed barrier to a depth of at least 4 inches. After the bales are staked and cracks between bales chinked with extra straw as necessary, the excavated soil shall be backfilled against the barrier. Backfill soil shall conform to the ground level on the downhill side and shall be� built up to 4 inches against the uphill side ofthe barrier. 4., Each bale shall be anchored by at least two (2) stakes or rebars driven through the bale. The first stake in each bale shall be driven towards the previously laid bale in order to force the bales together. Plastic Sheeting: 1. Plastic sheeting shall have a minimum thickness of 6 mils and shall meet the requirements of the STATE STANDARD SPECIFICATIONS Section 9-14.5. 2. Covering shall be installed and maintained tightly in place by using sandbags or tires on ropes with a maximum 10-foot grid spacing in all directions. All seams shall be taped or weighted down full length and there shall be a least a 12 inch overlap of all seams. 3. Clear plastic covering shall be installed immediately on areas seeded between November 1 and March 31 and remain until vegetation is firmly established. 4. When the covering is used on unseeded slopes, it shall be kept in place until the next seeding period. S. Plastic covering sheets shall be buried two feet at the top of slopes in order to prevent surface water flow beneath sheets. 6. Proper maintenance includes regular checks for rips and dislodged ends. IF:\P07k07495.00\Doc\ESC Repomdoc 11 City of Edmonds Public Works June 11,2008 page 4 Erosion Control Matting 1. Where soil is highly erodible, net shall only be used in conjunction with any organic mulch such as straw and wood fiber. 2. lute net shall be heavy, uniform cloth woven of single jute yarn, which if 36- to 48-inches wide shall weigh an average of 1.2 lbs/linear yard. It must be so applied that it is in complete contact with the soil. Netting shall be securely anchored to the soil with No. 11 gauge wire staples at least 6 inches long. ToR Soil Stockpiling: 1. Stockpiles shall be stabilized (with plastic covering or other approved device) daily between November I and March 31. 2. In any season, sediment leaching from stock piles must be prevented. 3. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or when conditions exist that may otherwise be detrimental to proper grading or proposed sodding or seeding. 4. Previously established grades on the areas to be topsoiled shall be maintained according to the approved plan. Construction Entrances: 1. Material shall be 4-inch to 8-inch quarry spalls (4- to 67inch for residential single family lots) and may be top -dressed with 1-inch to 3-inch rock. (State STANDARD SPECIFICATIONS, Section 8-15.) 2. The rock pad shall be at least 12 inches thick.and 50 feet long (20 feet for sites with less than 1 acre of disturbed soil). Width shall be the full width of the vehicle ingress and egress area. Smaller pads may be approved for single-family residential and small commercial sites. 3. Additional rock shall be added periodically to maintain proper function of the pad. 4. If the pad does not adequately remove the mud from the vehicle wheels, the wheels shall be hosed off before the vehicle enters a paved street. The washing shall be done on an area covered with crushed rock and wash water shall drain to a sediment retention facility or through a silt fence. Sediment Traps: 1. Sediment shall be removed from the trap when it reaches I foot in depth. 2. Any damage to the trap embankments or slopes shall be repaired. P:XP07\07495.00\Doc\ESC ReporLdoc Sediment TraR AssurnRtions & Calculations: � I INPUT VALUES,' AREA: 3. 0 A CRES SOILS.' TYPEA CN. 76 (DIRTROADSIPARI(7NG LOTS) Tic: 6.3 MINUTES (MINIMUM VA L UE) Old Woodway Elementary School Park Temporary Sediment Trap Sizing (SBUH) Jund 04, 2008 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.21B - ------------------------------------- : ----------- --------------------- S - C.S. TYPE-1A DISTRIBUTION 2-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. I 0 0 3.0 76 6.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 .0 .0 3.0 76.0 6.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .15 7.83 4504. ENTER [d:][path]fi1ename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2YC I DETERMINENG SETTLEMENTSURFACE AREA (SA) A T THE WEIR ELEVA 7701V USING: SA=FS(Q2/Vs), WHERE FS =2, Vs=0.00096 SA = Q2 x 2080 SA = 0.15 x 2080sf = 312 sf DETERMINING THE LENGTH AND KqD7H OF THE SEDIMENTA 77ON 7R4P USINGA LENGTH TO RqDTH R4 7YO OF3.1 SA =LxW SA=3WxW=3W' W = (SA/3)1/' , W = (312/3)'/� =10.2' L=3W = 30.6' MINIMUM SEDIMENT TRAP SIZING = 10.2'x 30.6'AT THE WEIR ELEVATION *ASSUMING 3. 0 A CREAS DISTURBED AREA. STORMWATER MANAGEMENT MANU' AL. -FOR THE PUGET:SOUND BASIN Table IIf-1.3 SCS Wdstern WashihgtohJ'.Riiri6 . ff Curve Numbers (Published by:SdS in 1982) Runoff curve numbers*fo� Selected -*agricultural, suburban and urba:n' land use.for Type IA rainfall distribution, 24-hour storm'Iduration. LAND USE DESCRIPtIONt CURVE NUMBERS BY HYDROLOdIC'*.s6IL GROUP A B* C D -Cxiltivated land (1) winter condition 86 91 §4 - 95 Mouncain, ..j?6n. areas: low.growing brush grasslands 74. 82 99.. 92 116cidb4 _6 pastuie: 65 78 815 89 Wood q'r fo.otest land: undisturbed 42 64. 76 .81 forest land:. young st?cond*growth or b' rush 55. 72 1 86 with cover crop 81 88 92 94 'Open spaces, jawns, parks, 401f courses, cemet;p"ries, landscaping. Good;conditionz grabs cover On the 68 8G 86 90 Pair condition.- area., graBB cover on 50-15% of 77 85 90 92 the area Gravel.roads.& parking lots: 85 89 91 Dirt koads-'&� parking lbtB.:. 72 82 87 .0 Imoervious surfaces, payement, roofs etc. 98 9 t 8 98 :98 bodies: lakes, wetlands, ponds etc. 100 100 100 100 '$'hg�d:family resid'ntial(.2.).- '..64e 11 in 4 Unit/Grosd Acre %Imppr;Vi6uB'(.3''y, Separate curve 4toaber 1. ID DU/GA shall'be be . lec . ted for 1, .5 bu/dA 20. pervious & impervious 2.'0 DU/dA. "- 2 5'. portions of the site Z. 5 DTI/Gk' �:30 or.basin 3.15 D616, 34: 3.5 Dfj-�dk 38 4.0 DU/GA 42 4.5 DU/GA 46- .5 � 0. DU/q4 '48' 5.5 DV.,/GA so .6.0 Ou 52 6.5 DU 54 7.0 DU/ PUIPs, condos, 'apartmenits, - J4pervious commercial businesses nilast be -industrial areas computed. (1) For A more detailed description of agricultural land use curve..ndmbers refe'r to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9-, A . ugust 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas ' (lawn) are considered to be in good condition for these curve numbers. I FEBRUARY, 1992 WM STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure 11-5.28 Sediment'Trap 1 1' depth of 2" - 4" rock 2' settling depth 1.5' sedim ent storage- CROSS.SECTION NO SCALE mrl.mhl--�M Outflow channel is constructed by 4' mr in'. excavation 1' overflow depth —77 — 5' max. depth %" - 11/2" washed gravel filter fabric fencing note: may be constructed by excavation or by building a berm overflow spillway 6' minimum width oo, 6-tt rltr sediment atnmr1a 2' settling depth & V depth of t* - 4" rock 1' depth of 1%" washed gravel SEDIMENT TRAP OUTLET NO SCALE 11-5-96, FEBRUARY,'1992 VICINITY MAP ..... . .... T", :20 a ds. P.!a s m. tk .... . . ..... 7 7 44p; t I pl,�"-�111,1-2';. r=:�"':i:, IN, q. . j ............ . ......... ........... . ...... dd .... ....... Ns 'nor 2U ......... 17 M*W ......... ... Do 0 0 WASHINGTON CITY OF EDMONDS PARKS, RECR,EATION AND CULTURAL SE RVICES DEPARTMENT 700 MAIN STREET EDMONDS, WA 98020 PHONE (425) 771-023C MACLEOD RECKORD LANDSCAPE ARCHITECTS 231 SUMMIT AVENUE EAST SEATTLE, WA 98102 PHONE (206) 323-7919 FAX (206).323-9242 PACE, INC. CIVIL ENGINEERS 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 PHONE (425) 827-2014 FAX (425) 827-5043 ARC ARCHITECTS 110 1 EAST P I KE STREET SEATTLE, WA 98122 PHONE (206)322-3322 FAX (206) 322-9323 SPARLING ELECTRICAL ENGINEERS 720 OLIVE WAY, SUITE 1400 SEATTLE, WA 98101 PHONE (206) 667-0555 FAX (206) 667-05-34 IVILA ENGINEERING, PLLC STRUCTURAL ENGINEERS 1411 FOURTH AVE, SUITE 760 SEATTLE, WA 98101 PHONE (206) 264-2727 FAX (206) 264-4835 NNW, APPHOVED AS NOTED BY GINEER NG 11 A0&6020 Date: �;OF, /9fse, lA'0rc&Fz AOAJ S#9;4,r7.r COVER K1.0 .K2.0 SURVEY CONTROL PLAN PbAtN C1.0 %6311`1197- TESC PLAN C1.1 TESC NOTES AND DETAILS C1.2 TESC NOTES AND DETAILS C2.0 KEY PLAN AND NOTES C2.1 FRONTAGE IMPROVEMENTS PLAN AND PROFILE - SOUTH C2.2 FRONTAGE IMPROVEMENTS PLAN AND PROFILE - NORTH C2.3 GRADING NOTES AND DETAILS C2.4 GRADING NOTES AND DETAILS C2.5 STORM DRAINAGE AND UTILITIES NOTES AND DETAILS -COE1.0 INFILTRATION FACILITY PLAN COE1.1 ROBBERS ROOST STORM PLAN 1.0 LAYOUT PLAN NORT L .1 LAYOUT PLAN SOU Ll. LAYOUT PLAN WE 1-1.3 AREA ENLARGE NT PLANS 1-1.4 AREA ENLARGE ENT PLANS L2.0 GRADING PLA NORTH L2.1 GRADINGPLA SOUTH L3.0 PLANTINGP NNORTH L3.1 PLANTING P AN SOUTH L3.2 PLANT, C DULE L3.3 PLAN DETAILS L4.0 RRIGAT N PLAN L4.1 I RIGA ION LEGEND, NOTES AND DETAILS L5.0 S E TAILS L5.1 S ETAILS L5.2 SI DETAILS L5.3 81 E ETAILS L5.4 ITE TAILS L5.5 ITE D ILS L6.0 ADD. AL RNATE #2: SITEWORK AT PICNIC SHELTER A2.1 ADD. ALT NATE #2: PICNIC SHELTER PLAN A3.1 ADD. A, TE ATE #2: SHELTER ELEVATIONS/SECTION A8.1 ADD.ALTER ATE #2: SHELTER EXTERIOR DETAILS S1.1 STRUCTURA GENERAL NOTES S1.2 STRUCTURAL ENERAL NOTES Sl ' 3 SPECIAL INSPE TION TABLES S2.1 FOUNDATION A F PLANS S3. STRUCTURAL DEE E .0 ELECTRICAL SITE N & AND JT JOINT @ AT L.A. LANDSCAPE ARCHITECT AC ASPHALTIC CONCRETE M. LIGHT ADJ. ADJACENT N. MANUFACTURER' ARCH'L ARCHITECTURAL 0. MAXIMUM B&B BALLED AND BURLAPPED P. MINIMUM BS BOTTOM OF STEP MM MILLIMETER BTW BETWEEN N.I.A. NOT IN CONTRACT CAL. CALIPER NTS NOT TO SCALE C.I.P. CAST -IN -PLACE O.J. ON CENTER C.L. CHAIN LINK O.K. OUTSIDE DIAMETER CL CENTER LINE PC POINT OF CURVATURE CLR. CLEAR Pi POINT OF INTERSECTION' CONC. CONCRETE PL PROPERTY LINE CONT . CONTAINER P.O.A. POINT OF BEGINNING. CR. CRUSHED ROCK POC POINT OF CONNECTION CY CUBIC YARDS P.P. PRESS U RE -TREATED DEMO'D DEMOLISHED PT POINT OF TANGENCY DF DOUGLAS FIR Q. PAVEMENT DIA DIAMETER R. QUANTITY DK. DARK R RADIUS DWGS DRAWINGS REQ'D REQUIRED EA EACH R.O.W. RIGHT-OF-WAY rL ELEVATION SCH SCHEDULE EQ. EQUAL SF SQUARE FEET EX. EXISTING Sim SIMILAR EXISTG EXISTING SP SPECIES -EXP. EXPANSION SPEC SPECIFICATIONS EXT. EXTERIOR SQ SQUARE FERT. FERT ILIZER Ss SANITARY SEWER FIN. FINISH ST. STL. STAINLESS STEEL FOC FACE OF CURB STA. STATION FT. FOOT, FEET T&G TONGUE AND GROOVE FTG. FOOTING TBD TO BE DETERMINED GA. GAL. GAUGE GALLON TRIANG. TS TRIANGULAR TOP OF STEP UR EET FILE GALV. GALVANIZED TW TOP OF WALL GR. GRADE Typ- TYPICAL HORIZ. HORIZONTAL VERT. VERTICAL HT. HEIGHT W/ WITH I.E. INVERT ELEVATION WWM WOVEN WIRE MESH CL MM ar(N—;�3 CP19 646B-5&9 M/W E-11262`116.726 N=29016&465 ELEY-3mol I lam #Aff 44 1 As drI. 1,0"'T I t 4' Ir"y- (D + VZ '7 (D (2, 20'r,0`4 V-Z I *1 F cep 0 V. 'I WON 12 4,0,114 Irq/ 5469 CP07 *17 7 R/C '2,coq _57. '%As— I - -0 -� 3A N-290112.111111 E-1261177.1454 N-K ji POM-, t ELEV-337.43 -3311- - - tol VA C04�5 0 E-112096t,470 --347---- C:2� 012a.14 I 1� nc'1�4z -346 f. \,ELEV-M7.6f ------ w '�)W, 344 - - - - - - - - -- 343--*-:- , f'Y �F Ok4 CP#10 kznl 4 --311 - - - - - - 5460-51110 V/W '14 N=29MB1,055 E-1262131.998 0 0 0 0 0- 01 ELEV-342.13 6, 0 0 1Z2)!4`fAj 0 0 �\\(4171. 411� SS� Kr5h 5469-57.5 R/C T�Y CP#5 --- 33712 * �oq U. -2900516911 E-121 fE ELEV-331137 41 yl I f CC4 1."S x SSMH RM-M.011 0. CHNI. "t�-S)-=36 10 :W I N, 4, ru, 10 At 30, cpe 4 57.6 R/C 0042.776 Q *m EA126190&258 4EV-3U.96 cpja \ , 11�, 5416B-57.8 \-.Z 0 N-290004.988 E N -1262123.565 e -33A- ELEV-337.12 No, 7A 4Z t w 0 T ILICPIF4 5469"67.4 R/C TL 127033600JO-1200 289M&036 E:1261780.110 La ELEV-31M.311 02 74- -ER' V- RM-334.81 CHNI. 8*PVC(NWN,S)-3M6I t C13OZ4 54 574 6 62 - VON N12 S 2 . 959 9 E i 361777.503 0 ELEV-332.05 1,1, EI-1 / 4T, mlzs I R-203.22 d SSMHA*;3i�a aq �WCHNL 6VVO(FWK2(L78 �E �*Pyeel� -33c.Zl, -pv 5 3472' . . .. . .. . . CP I 546'9-57.1 MON :E Uft'u"v :u-) cP#3 N-289614 E=12621311317 5469-57.3 REBAR N-2896110.964 E- 1261656.187 ELEV-M9.53 lk7aAk REVISIONS: DATE CLIENT AGENCY: CITY OF EDMONDS PARKS, RECREATION AND CULTURAL SERVICES 700 MAIN STREET EDMONDS, WA 98020 it 237thpI Sw ROU M "-�L "�111 EXPIRES; 10/25/ M Nlt,!�-33.1-�.5 231 Summit Ave East Seattle, Washington 98102 206-323-7919 FAX 323-9242 0 GO��IIPHIC 'N� 3 60 1110 13 01 SEEM. I 11 ON IN 1 it = 301-011 JUNE 13,2008 BY: JR D BY: EM 07109 11 1 Fle 31 U!"�11 EX1ST11h\j'G CONDITIONS PLAN 120 SHEET K1.0 PORTION OF: NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. I I k ', 164� r ---I PW17 1 --346. 1 EGR 1 '" i 445 .,,34 *73 x Z87 1638 2;�41,1 1�'4%13 E 4R, W*gS p 09, 6 E NORTH LiNr qw "GWROAr f .................... CE " fm 42. 1/4, SEC. 36 K,20'CON \,W I 9N 6 CPN (2)14-DE� "CON \\// (2)I2"1itC *ICV , / I it 4'CON("' I CON ON -18KCON ICON 12*CON 16. ON I 'C N CP#7 2"CON 12"DEC 71�< 2TC_0N t lvcb�/ �kW OV N , 0. 1 'CO, 546B-57.7 R/C 11 CON CON eCON 14 C 4 20 Cbl� 454 WTNESS POST: 16"CON 12"OON PA N 290112 Ill *7 =1261773. ELEV=337.43 CON 4 4. 0 0 - Qt,4 QP#15 -348- - - �2 *CON 0 CON kl/ I I \ \ - *E Z29 .140 Ire -P N 6126 -PRDTE0\T,u_tL CPN 12'.. 16 CON 1'4!'Cor� it 12" 2"CON 12"CON E=126196-1�!70 \ELEV=337.51- OT NQ�C04SJWC -24"CON- ICON lQD C 20 ON--\ N 20 D�� - - - 344--- 16"C N 16'CON 34, 2 2* ON _7CO ------ - 0,,;�_ 14 012,14 C rRotl i'CON 0 CON 28-C N 342- 2'CON (2)12"DEC Cbg--34D- i k0l 0 0 2eCON 0 12"CON FENCE 0 2."CON 12 CON N 0 1 k0l 4- *,�116%21 337--__ e'CON 0 6' F �NCO (2)li'CON 12"CON 11� C\ \(2) -I 4"CON 4!' ON CP#5 -C-B-Rlm= TNESS POSI� 546B-57.5 R/C I I I - 1_11\ ��i �1 4 Kl�.N *J103 la"C 0( \ I - 42.5 LT. N=290061,691 1E 10 CO�4CM)�_�Z E=1261731.233 a ELEV=338.37 fEt2*C0N1r(NW)=328.82_---___, 117 4C N, 16. SO 09 07 C #120 Cp# 46EJ-57.6 R/C IC N N�290042.776 �Et t 61908.258 EV�--332.96 12"CIN '4' 21 DN' -STABILIZED CONSTI�UCTION,,_, E N \TRANCE. SEE POE STD DETAIL-El-.2. / �Ift �o. STRAW BALE DAMS (TYP). SEE COE STD DETAIL E.1.1.1 TING INSTALL EVERY 100'. �EMOLI��_'E'XISTING FIRE SERVICE LINE SEE ARCHITECTURAL FOR 0 ONSITE DEMOLISHION T�, .335 PROTECT UTILITY POLE DURING CONSTRUCTION CP#4 5468-57.4 R/0 TL ,�270JJ600JO-3200 N=289855.036 E=1261780.110 "k ELEV=332.31 FENCE TREES FOR PROTECTION DURING 0 WOOD/CONC PLANTER CONSTRUCTION. (TYP) ______�TEMPORARY SWALE (TYP). SEE DETAIL #1 SHEET D1.0 DIRECT ALL CONSTRUCTION WATER TO SEDIMENT PONDS 0#102 725 LF FILTER FABRIC FENCE (TYP). SEE COE STD DETAIL E1.1 TEMPORARY SWALE (TYP). DIRECT ALL CONSTRUV-1716N BOULDER TEMPORARY SILT TRAP, WATER TO <-SEDIMENT PONPS 8,x8,x4, SEE DETAIL SHEET C1.11 BERM ELEV=334.0 OVERFLOW ELEV=333.0 0 SET BOTTOM ELEV=32§.5 TECTg -140 Nj�ITY POLE lilt DURING NSTRUCTION ERI PROTECT 6REHYDRANT 11-Y 5'X X3 DURING CONSTRUCTION FENCE TREES FOR PROTEC11ON DURING ///PROTECT UTILITY POLE CONSTRUCTION. (TYP) .40 DURING CONSTRUCTION SEE DETAIL #1 SHEET D1.0 EMOLISH rp#;4 u 546B,-57 4 MON SIDEWALK N=2�962Y959 I E=1�61777.503 ELEV=332.05 FOUND 3" BRASS SURFA�&MON 2 SSMH.RIM- 3 CB RIM=333.38 NL 6"P (EW)= 26.78 1E 6-PVC(N)=331.20 CB RIM=333.7 CB RIM=329.95 )�AE��S 1E 6'PVC 1E 8"CONC(SE)=327.35 #83 > , p AR 64 187 4 �53 JAR ,AP 237M R_ SW CI3 INSERT-(Typ.) I - ZURW COE STI) DETAIL E1.3 Ce RIM=329.81 1E 8"CONC(N)=327.16 IP QR ----CB INSERT (176?�ry- 4 DETAIL 360.93' ROLLED CURB EMOUSH 0 PROTEC''! ;5''OK13''N'S SIDEWALK v i amuCnQbLLTYPL_4_ CD RIM=332.25 1E 8-CONC(N)=329.45 1E 12"CMP(W)=329.35 CB RIM=333.13 1E 12"CMP(E)=329.25 1E B-CONC(N)=330.63 IE 12-CMP(W)=330.53 IP 0"NAPfr)-lInAl SD _r �SMH RIM=350.80 CL CHNL 8�(N-S)=343.50 CP#9 ',546B-58.9 M/W )N=290166.465 ,E=1262116.726 sELEV=350.51 CP#10 546B-58.10 M/W N=290081.056 E=1262131.998 ELEV=342.13 SSMH RIM=339.01 CL CHNL 8'?(N-S)=330.36 Cp#8 5468-57.8 M1W N=290004.988 E=1262123.565 ELEV=337.12 EMOUSH PAVEMENT SEE CONSTRUCTION NOTE 3 v NOTTINGHAM RD ROBBERSROOSTRD 7 2377H PL sw ;ALORIAL_M�l 24OTH PL SW i EN HORIZONTAL DATUM VICHTY MAP HORIZONTAL DATUM: NAD '83 '98, WASHINGTON COORDINATE SYSTEM NORTH ZONE. BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK. VER11CAL DATUM VER11CAL DATUM: NAVD 88 BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORKAND GEOID 2003 MODEL Li LEGAL DESCRIP"n0im PER SNOHOMISH COUNTY ASSESSORS DATA: SEC 36 TWP 27 RGE 03 TH PTN OF N 568FT OF E .920FT OF NW1 /4 SW1 /4 SD SEC DAF COM W 1/4 COR SD SEC 36 AS SHOWN ON PLAT OF WOODWAY MEADOWS REC AFN 7907240221 TH S88*37 08E ALG NORTHERN MOST LN SD PLAT & ALG N LN SD SW1 /4 403.90FT TO NE COR SD PLAT TH SOO*54 22W ALG E LN SD PLAT 568.02FT TO ANOTHER N LN SD PLAT TH S88*37 08E ALG SD N LN 437.79FT TO NWLY MAR 237TH PL SW & A PT ON CRV TO R CTR OF MICH BEARS S35*13 21E 203.22FT DIST TH ALG SD NWLY MAR & ALG SD CRV THR C/A 19*19'15" ARC DIST 68.53FT TPOB TH NO1*22 52E 459.08FT TH N88*37 08W 502.66FT TO SD E LN SD PLAT TH NOO*54 22E ALG SD E LN 78.02FT TO SD NE COR SD PLAT TH S88*37 08E ALG N LN SD SW1 /4 877.84FT TO W LN OF A WEDGE SHAPED PAR OF LAND CONVYD TO SNO CO FOR RD PER DEED AFN 1237407 TH S 07*14 40E 85.97FT TAP INT BETWEEN S LN OF N 85FT & W LN OF E 30FT SD NWI/4 SWII/4 TH SOO*54 22W ALG SD W LN 442.98FT TO NLY MAR 237TH PL SW TH N88*36 42W ALG SD NLY MAR 330.71FT TAP CRV TO L HAVG RAD 203.22FT TH CONT ALG SD NLY MAR & ALG SD CRV THRU C/A 17*17-24- ARC DIST 61.32FT TPOB. LESS E 30 FT FOR RD GENERAL NOTES 1. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL LIMITED TO ONE ROUTE. ACCESS POINT SHALL BE STABILIZED WITH QUARRY SPALLS OR C�USHED ROCK TO MINIMIZE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS.REMOVED IN THIS MANNER. 2. ALL SOILS EXPOSED BY LAND DISTURBING AC11MIlES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS INCLUDING, MUT NOT LIMITED TO. SOD. HYDROSEEDING OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. NO SOILS SHALI REMAIN EXPOSED FOR MORE THAN SEVEN DAYS. BETWEEN OCTOBER I THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS. 3. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE NTH THE MANUAL. 4. THE CONSTRUCTION OF UNDERGROUND UTIL171ES 'SHALL ADDRESS THE FOLLOWING: A. A" EXCAVATED AND STOCKPILED MATERIALS SHALL BE PLACED UPHILL OF TESC TRENCHES, B. TRENCH DEWATERING SYSTEMS MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS. OR OTHER ACCEPTABLE MEANS, C. DAILY CLEAN UP OF ANY SPILLLING OR TRACKING OF MATERIALS ON STREETS DUE TO HAULING. 5. CLEARLY DELINEATE LIMITS OF CLEARING AND GRADING. CLEARLY MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, BUFFERS OF SENSITIVE/CRITICAL AREAS. AND THE DRIPLINES OF TREES TO BE RETAINED. 6. ALL SEDIMENT PONDS AND TRAPS, BMP'S, AND SEDIMENT BARRIERS SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMP'S SHALL BE FUNCTIONAL BEFORE ANY LAND DISTURBING ACTIVITIES TAKE PLACE. 7. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHAH BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 8. AH TESC BMP'S SHAH BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. 9. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. DEMOLISH PAVEMENT 0 CONSTRUC71ON NOTES SEE CONSTRUCTION 111�NOTE 3 1. ADJUST RIM TO FINISHED GRADE. SEE GRADING SHEET C2.0 FOR GRADING PLAN. 2. DEMOLISH EXISTING CATCHBASIN. PLUG AND ABANDONDO'N EXISTING STORM Im RIM=334.81 DRAIN PER CITY OF EDMONDS STANDARDS. C CHNL tJ"PVC(NW,N,S)=325.6l ADJUST VALVE COVER 3. PRIOR TO CONSTRUCT11ON WITHIN PUBLIC RIGHT-OF-WAY, ADEQUATE TESC ,,��TO FINISHED GRADE. BMP'S AND APPROVED TRAFFIC CONTROL MEASURES SHALL BE IN PLACE. COORDINATE WITH TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE NTH THE LATEST OUy,,%jTY PROVIDER ED11ION OF THE MUTCD. SURFACE MON LSA 9891 Cp#1 4. BACK OF EXISTING CURB SHALL BE USED AS THE LIMITS OF CLEARING AND 546B-57.1 MON N=289614.188 GRADING ALONG 237TH PLACE SW. PROTECT EXISTING CURB DURING E 1262138,317 ELEV=334,65 CONSTRUCTION. CURB SHALL BE IN AS GOOD OR BETTER CONDITION UPON COMPLETION OF CONSTRUCTION. CB RIM=334.36 1E 12-CIAP(S)=331.86 1E 12-CMP(W)=331.81 I inch = 900 feet z 0 V) m d z > - m 00 00 0 0 1 1 C*4 zq 0 0 U) V) w w a- CL V) z z 0 0 ui w u_ U- 0 0 uj C� cr_ ui W_ uj ui z 0 w ud Z w a Q_ 0- L 'V� A n 0 (P 00 (L j 0 0 0 0 co td 0) < 0 Z 0 w z im w Ca j 0 w 0"3 w v IL 41 0 .j 0 V. SCALE SHEET CiLo OF SHEETS JOB NO. 07495.00 I Enm 3/8/011 1 CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUC11ON MEETING MUST BE HELD BETWEEN CITY OF EDMONDS, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES, FILTER FABRIC FENCE, TEMPORARY SEDIMENT POND, INTERCEPTOR SWALES AS INDICATED ON PLAN. PERIMETER PROTEC11ON MUST BE APPROVED BY CITY OF EDMONDS CONSTRUCTION INSPECTOR BEFORE NEXT PHASE BEGINS. 4. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 5. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT SUBGRADE AS INDICATED ON THE DRAWINGS, STRUCTURAL FILL SHALL BE VERIFIED BY THE GEOTECHNICAL ENGINEER RECOMMENDATION, INSTALL STORM CONVEYANCE SYSTEM. 6. AS GRADING AND SITE WORK PROCEEDS ALL RUNOFF SHALL BE DIRECTED TO THE INTERCEPTOR SWALES, AND SEDIMENT PONDS. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. USE BMPS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE. 7. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS. DISPOSE OF IN AN AUTHORIZED LOCATION. 8. HYDROSEED EXPOSED/WORKED AREAS AND ENSURE ALL PERMANENT STABILIZATION MEASURES ARE IN PLACE. ENSURE EN11RE SITE IS STABILIZED PRIOR TO FURTHER CONSTRUCTION. 9. CLEAN STORM DRAINAGE SYSTEM, INCLUDING INFILTRATION FACILITIES, OF ALL SEDIMENT AND DEBRIS. MAINTAIN TEMPORARY EROSION CONTROL FACILITIES UNTIL SITE IS COMPLETELY STABI E. TEMPORARY GRAVEL CONSTRUCTION NOTES: 1. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABI F MATERIAL. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TOVANUFACTURES SPECIFICATIONS. 2. GRAVEL SHALL BE CRUSHED BALLAST ROCK, 8" TO 12" IN DEPTH AND INSTALLED TO THE SPECIFIED DIMENSIONS AT THE ENTRANCE. 3. THE GRAVEL BALLAST ROCK SHALL BE 4" TO 8" IN DIAMETER AND PLACED ACROSS THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 100 FEET. 4. IF COND11IONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE 11RES BY CONTACT NTH THE GRAVEL ' THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER ONTO A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. HYDROSEEDING GENERAL NOTES: 1. CONSTRUCTION ACCEPTANCE: WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENTS OF THE APPROVED CONSTRUC11ON PLANS AND CITY OF EDMONDS STANDARDS. 2. ALL DISTURBED AREAS SUCH AS RETENTION FACILITIES, ROADWAY BACKSLOPES, ETC., SHALLBE SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS. 3. PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE CUL11VATED TO THE SATISFACTION OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. 4. IMMEDIATELY FOLLOWING FINISH GRADING, THE FOLLOWING TYPES OF PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUMES) WILL BE APPLIED: APPLICATION RATE: 150 POUNDS PER ACRE MIX CONSISTENCY: 10% REDTOP 40% ANNUAL RYE 40% CHEWINGS FESCUE 10% WHITE DUTCH CLOVER MIX VARIANT: WHEN APPLICATION ADJOINS EXISTING LAWNS, DELETE THE WHITE CLOVER AND INCREASE THE ANNUAL RYE ACCORDINGLY. MULCH: HAY,OR STRAW: 150 TO 200 POUNDS PER 1000 SF. WOOD FIBER CELLULOSE: 20 TO 30 POUNDS PER 1000 SF. FERTILIZER: 600 POUNDS PER ACRE (10 POUNDS PER 1100 SQUARE FEET) OF 10-20-20 OR 22.5-10-10. IN ALL CASES, 70% OF THE POTASH SHALL BE SLOW FEEDING. GROUND CHARACTERISTICS: ON SLOPES OF 2:1 OR GREATER, A BINDER (J-TACK OR EQUIVALENT) SHALL BE USED AT 40 POUNDS PER ACRE. 5. ALL HYDROSEEDING FIRMS SHALL HAVE A PRINTOUT OF THE APPLICATION RATE FOR EACH JOB READILY AVAILABLE FOR INSPEC71ON BY THE CONSTRUC11ON INSPECTION DIVISION OF COMMUNITY DEVELOMENT. 6. THE CITY OF EDMONDSE CONSTRUC11ON INSPEC11ON DIVISION OF COMMUNITY DEVELOPMENT SHALL BE N011FIED OF POTEN11AL HYDROSEEDING PRIOR TO THE COMMENCEMENT OF SAME TO ENSURE COMPLIANCE OF THESE SPECIFICATIONS. I DUST CONTROL GENERAL NOTES 1. MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZA11ON PRACTICES SUCH AS SEEDING AND MULCHING. 2. SPRINKLE THE SITE NTH WATER UNTIL SURFACE IS. WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET ENSURE STABILIZED CONSTRUCTION ENTRANCE IS IN PLACE AND UNCLOGGED. 3. SPRAY EXPOSED SOIL AREAS NTH APPROVED DUST PALLIATIVE. OIL SHOULD NOT BE USED FOR DUST SUPPRESSION. CONTACT THE CITY OF EDMONDS FOR DIRECTION ON APPROVED PRODUCTS. EX. GROUND FILTER FABRIC DISCHARGE PIPE OR SECURED TO 2' X 2' BRIC 4!- INTERCEPTOR DITCH. 14 GA. WIRE FA i�l l.' FREEBOARD DIRECT RUNOFF TO EQUAL NEAREST CB. lop 3.5 2.0r-�ETTLI-NG-ZONE 2' X 2' WOOD OR c I D EQUIVALENT 1.5 SEDIMENT STORAG 1' DEPTH 1 X" WASHED LINE SEDIMENT TRAP 6* GRAVEL NTH PLAS71C LINER 8'- 12# OPT= A GRAVEL FILTER Li EX. GROUND 3.5 PERFORATED 1.0' FREEBOARD RISER COMPACTED 80 EARTH BERM 00 FILTER FABRIC FENCE ON THE SURFACE, PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF 2.0 SETTLING -ZONE�- 0 000 "�1.5' SEDIMENT STORAG LINE SEDIMENT TRAP\ 6 DISCHARGE PIPE OR INTERCEPTOR DITCH. WITH PLASTIC LINER DIRECT RUNOFF TO OPT= B NEAREST CB. 3 0 SEMENT TRAP ( ) N. T. S. NOTE: IT IS CONTRACTORS DISCRE11ON FOR WHICH SEDIMENT TRAP OP71ON IS CHOSEN DEPENDING ON SITE CONDITIONS. SEE SITE PLAN. z U) FILTER FABRIC MATERIAL'IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, r-1 I m c I D WIRE MESH SUPPORT FENI�E I Z TO SUPPORT FILTER FA�JIC, I lxz: ko- - - - - - --- - - - 11 � BURY BOTTOM 13F FILTER cd MATERIAL 8' TO 12' 6' MAX. L 2' X 2' WOOD POSTS OR EQUIVALEIJT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. '090-199V c; z 00 00 0 0 1 1 C'4 04 c*4 1 . 1 0 0 0 D n V) En a a z z 0 0 lj- u- 0 0 am > m---j --:I --� - 1 15: 1 !ne I -1--ol z 0 V) w CITY INSPECTION REQUIRED ON ALL I u La I u < EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, uj .-D.-MON. 0 - S. 1-:' w w w w z EVISIONS awayg BY DATE STANDARD DETAIL w w 0 Z w r- < FILTER FABRIC FENCE FILTRATION SYSTEMS < DATE 7/24/01 SCALE NTS DWO No' E1.1 < BINDING WIRE OR TWINE COMPACTED SOIL TO PREVENT PIPING n EXCAVATE TRENCH 8' DEEP WHERE STRAW BALES WILL BE PLACED AND STAKE BALES, CROSS SECTION OF A PROPERLY INSTALLED STRAW BALE BARRIER TWO STAKES PER BALE TO MAINTAIN POSITION /'7 STRAW BALESAS r7 REQUIRED, n fl xv /v 7 PROPER PLACEMENT OF STRAW BALE BARRIER IN A DRAINAGE WAY CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISIONS APMVED EY ]ATE STANDARD DETAIL STRAW BALE DAM FILTRATION SYSTEMS , go 3,90 gs -I( DATE 7/24/01 SCALE NTS DWO No' E1.1.1 at CD Lq C) cl) c%4 cc? cl) - >-. cn C,=n> m C=) E C> Ca < C-4 C14 2 L cq U.) Lo Lo Cu c'4 "'T (D 0 C'4 > 0 CEL k ILl IL", CL E 0 U cn cy) .j 0 0 3: cc z w x* UJ .j w 0 o 0 0 V. SCALE SHEET Ctl 00 -#ft X 0 0 td 0) 0 d z In 0 M03 w CL OF SHEETS JOB NO, 07495.00 2+00 N3 C c —cc I Lo 0 r�- 0 x C 0 uj Cn 0 w w c C� in 0- to 0 v- 0) 0,;.:Coz.q. L6 0 if) P,-. .. - -Cf) 0 03 , C43:: X 00 oo< - 0000> 00 Of r-. cj C-4 b uj (L C14 04 Lf) I- v- !T (D Co< P�% w 0 L;j Lij W 2 W mmm<-j < F= F= z r, z Li —j< ow w 6-(,)—Jcl)cr- 0-=)X PORTION OF: NORTHWEST 1/4 OF'THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. I 0 0 10 PROJECT SIT NOTTINGHAM RD ROBBERS ROOST RD .237TH PL Sw PAP ON 2407H PL SW - I Em z 0 V) 1 inch 900 feet 5 uj VICNITY MAP a: HORIZONTAL DATUM HORIZONTAL DATUM: NAD '83 '98, WASHINGTON COORDINATE SYSTEM m NORTH ZONE. BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK. VERTICAL DATUM- NAVD 88 BASED ON RTK GPS MEASUREMENTS CONSTRAINED �& THE WASHINGTON STATE REFERENCE NETWORK AND GEOID 2003 MODEL. LEGAL DESCRIPTION PER SNOHOMISH COUNTY ASSESSORS DATA: SEC 36 TWP 27 RGE 03 TH PTN OF N 568FT OF E 920FT OF NW1/4 SW1 /4 SD SEC DAF COM W 1/4 COR SD SEC 36 AS SHOWN ON PLAT OF WOODWAY MEADOWS.REC AFN 7907240221 TH S88*37 08E ALG NORTHERN MOST LN SD PLAT & ALG N LN SD SWI/4 403.90FT TO NE COR SD PLAT TH SOO*54 22W ALG E LN SD PLAT 568.02FT TO ANOTHER N LN SD PLAT TH S88*37 08E ALG SD,N LN 437.79FT TO NWLY MAR 237TH PL SW & A PT ON CRV TO R CTR OF WHICH BEARS S35*13 21E 203.22FT DIST TH ALG SD NWLY MAR & ALG SD CRV THR C/A 19*19'15" ARC DIST 68.53FT TPOB TH N01*22 52E 459.08FT TH N88*37 08W 502.66FT TO SD E LN SD PLAT TH NOO*54 22E ALG SD E LN 78.02FT TO SD NE COR SD PLAT TH S88*37 08E ALG N LN SD SW1/4 877.84FT TO W LN OF A WEDGE SHAPED PAR OF LAND CONVYD TO SNO CO FOR RD PER DEED AFN 1237407 TH S 07*14 40E 85.97FT TAP INT BETWEEN S LN OF N 85FT & W LN OF E 30FT SD. NW1/4 SW1/4 TH SOO*54 22W ALG SD W LN 442.98FT TO NLY MAR 237TH PL SW TH N88*36 42W ALG SD NLY MAR 330.71FT TAP CRV TO L HAVG RAD 203.22FT TH CONT ALG SD NLY MAR & ALG SD CRV THRU C/A 17*17'24" ARC DIST 61.32FT TPOB LESS E 30 FT FOR RD GENERAL NOTES 1. CONTRACTOR SHALL HAVE THE MOST CURRENT CITY OF EDMONDS STANDARDS AND STANDARD DETAILS ONSITE DURING CONSTRUCTION. 2. GENERAL NOTES BELOW APPLY ONLY TO PACE PLAN SHEETS. 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDUI F AND ATTEND A PRE—CONSTRUC11ON CONFERENCE NTH THE CITY OF EDMONDS CONSTRUCTION INSPECTION PERSONNEL BY PHONING 425-771-0220. 4. AN APPROVED PLAN SET MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. ALL LOCA11ONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS'THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF >-1 CONFLICTS EXIST. C> CBC=) 6. PLACEMENT OF FILL ONSITE SHALL BE IN UNIFORM LIFTS C*4 CQ UTILIZING FILL APPROVED BY THE GEOTECHNICAL ENGINEER, Lo Cn C\l THE CONTRACTOR. SHALL COMPACT THE SUBGRADE TO 95 Cu PERCENT STANDARD DENSITY. Cu m 7. GRADING HAS BEEN ESTABLISHED BASED ON DESIGN BY 0 m cu E am < 'Fil LANDSCAPE ARCHITECT. SEE ARCHITECTURAL FOR SURFACE -z'- 3: `� .�= cj 2 T FEATURES & DETAILS. 1�e -6 11R Lo a Lo Lo Co C'4 C'j > 0 T- u Co 1-2 Ci : m 0 CONSTRUCTION NOTES 1. BACK OF EXISTING CURB SHAH BE USED AS THE LIMITS OF CLEARING AND GRADING ALONG 234th PLACE S.W. UTILITY CONFLICT NOTE CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIU11ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. E 8 Co I 0 00 00 0 04 (D to D D V) V) w w a- (L v) (n a 0 z z 0 0 w w LL u- 0 0 arl > m --:1 --3 -�' - I 11 IY4 1 3-1: Ili z >m Z Ld < 0 Ld 0 CO -4- X - qm_ rZ �0�' 0 0 lid z d w 2 z Ill id 0 �7 w a. 0 0 0 V. SCALE SHEET C2.0 OF SHEETS JOB NO. 07495.00 � . I IN WATER VALVE � -6- HYDRANT . Ill WATER METER @ @ MANHOLES (SS/SD) 13 CB . -0- POWER/UTILITY POLE PROPERTY LINES ROW NII, ... b ... b - - - - FLOW LINE ___ ____ WATER LINE SANITARY SEWER LINE SD CG_ I CLEARING & GRUBING - - - - - - SAWCUT LINE V_ I I VALLEY LINE . . " .0.. '! *. :,- W.; ['- - -1-1: . .0 1.1 1 �,R_ll ^ ASPHALT PAVEMENT PH i= Lo 0) � 1* r- 0 x . " -1 1+00 �j-j fi; F,-I (--� . co - ,�.� 17� -,v t',� � ,-5 ;= 2 2 �'? -sl r all -0,5z �i , 11 r-ri * :?- �54 �_,y i:� it I, (C-� l("', ,,-�, p p p 11, ul cn C4 �l Q'i STA: 2+14.39 ELEV: 334.24 ?_ .- om, _____�l___-___-_ _.- 4.1911 L 76717 Uj Im, PORTION OF: NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. 2 ..L ;,I_ T : ...... �:� : � �:: ��:: ... � �11�!il __ ___ I . ,� � F - M. - _j ""'I k .1 . � �.. ..", � ,� .. -�.l I——— ... .. : . :�ii .:� .:::.", I I I . R 9 � I � ' �-1 , ,., P < LL", It 0 , - -O) . - . . . ::.:, � ::i:::::.,; .� .. `A�:. , :', � . . �' 1� . I - , � :.. 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El 0 I I . 39 j I 0 . �� 237TH PL I- 3 3 SIN 2387H ST SIN 4C I - > .�< i I ri F__ E i 9..... .1� _pL � RES7LAWIN / - MEMORIAL PARK 31 I 2407H PIL SW I I 17H - z 0 rn I inch = 900 feet 5: Ld VICIffY MAP w ' I N IN HORIZONTAL DATUM N + 1 A HORIZONTAL DATUM: NAD '83 '98, WASHINGTON COORDINATE SYSTEM 0 a NORTH ZONE. BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE _j _j WASHINGTON STATE REFERENCE NETWORK. . >_ � � m � � m m D :3 V) V) . - . VERTICAL DATUM t=. L . 2 m w w w VERTICAL DATUM: NAM) 88 BASED ON RTK GPS MEASUREMENTS < w w a a. a - CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND GEOID V) U) 0 0 z z 0 0 I . d 2 m z 0 0 GENERALNOTES I . w w u_ 1.1- . 0 0 1. CONTRACTOR SHALL HAVE THE MOST CURRENT CITY OF EDMONDS �: � . STANDARDS.AND STANDARD DETAILS ONSITE DURING CONSTRUCTION. . . . 0 .0 2. STATION AND OFFSETS FOR PEDESTRIAN CURB RAMPS ARE FROM FACE OF CURB, CENTER OF RAMP. a. VAN45P -_ 3. STORM SEWER BASINS SHAH. BE TYPE 1 NTH 1 1ERRNG-B" GRATES UNLESS OTHERWISE NOTED. >_ g Cn ?.: . �4 -5 ROTECTED DURING CONSTRUCTION UNLESS I I 0 OTHERWISE NOTED TO.BE DEMOLISHED. 0 �! . w z Y_ 0 2 9 0 w 5. SEE SHEET C3.1 FOR CURB RETURN DATA. (n < w a. . w fr_ = a- - o 0 0 _.:s 6. PROTECT ALL EXISTING ABOVE GROUND FEATURES EXCEPT THOSE SHOWN .1 TO BE DEMOLISHED IN THE DEMO PLAN. THE CONTRACTOR SHALL . RESTORE DAMAGED FEATURES NOT SHOWN TO BE DEMOLISHED TO . i I w NDITION OR BETTER. [� + w . t-: w 0 CONSTFRII.ICTION NOTES of w I w z . I . - 0 w r- 1. CONCRETE EXTRUDED CURB. SEE E2.7 SHEET C2.3. 0 Z < . . w 0 �i "; �- I - 2. STANDARD TYPE "A" CURB/GUTTER. SEE E2.8 SHEET C2.3. 0 0 C) w 5; 8 < 3. CONCRETE VERTICAL CURB. SEE E2.10, SHEET C2.3. a- a a- < 4. CONCRETE SIDEWALK, SEE E2.13, SHEET C2.3. . . -.-..----J- 5. CURB RAMP TYPE 2. SEE E2.15 AND E2.22. SHEET C2.3. . . . 6. CURB.RAMP TYPE 3. SEE E2.16, AND E2.23 SHEETS C2.3 & C2.4. I . + 7. CURB RAMP TYPE 5.1. SEE E2.19, SHEET C2.3. . 1 8. PIPE BEDDING AND RESTORATION PER CITY OF EDMONDS . � DETAILS E4.1 AND E4.2. SEE SHEET C2.5. . 0 . VL . 9. SEE ARCHITECTURAL PLANS FOR HARDSCAPE DETAILS. 6 �z a 10. NOT USED. Cm 9 N -21 SEE ARCHITECTURAL FOR DETAILS. 0 0 12. WASHED RIVER ROCK SPILL PADS SHAH BE 4!WX8'LXI'D. Go ROCK SIZE SHALL BE PER 9-13.6 OF WSDOT STANDARD -6. SPECIFICATIONS. . . X 13. TRANSITION FLOWLINE FROM TYPE "A" CURB TO ASPHALT . HALT 1.0- (MIN) ACROSS DRIVEWAY APRON AND TRANSITION BACK TO GUTTER OF TYPE "A" �d I FLOWLINE. 2OZO-12 TIO dA-Cq Sllkt-W"O DETP4L 5,227 cc >% < 14. ADJUST VALVE BOX TO MATCH PROPOSED GRADE. MATCH �w - � CL * . C> Lco, -m . FLOWLINE OR TOP OF CURB. C�o m P.: ..- wi -j . IN : tm 2 CR : 0 15. 3.0' WIDE CURB CUT. + DEPRESS CURB TO PAVEMENT .5 n - .a Jm% -_ -II - " %a HEIGHT ACROSS'CUT. SEE DETAIL ON SHEET C2.4 ; Co . >"R - = m __: ia- 0 3: cc:g ;7 : - 16. OLYMPIC VIEW WATER DISTRICT TO FURNISH AND INSTALL :_ () 0 -0 (" z; : 2 E V) td WATER METERS AND MAKE CONNEC71ON TO WATER MAIN. I < C,j .. ,;a 8 :� ?;: r,: i 0 vi >. 0) ', oi -6 CCNO - 2 lm cc wt 17. 3" IRRIGATION SERVICE SHALL HAVE BACKFLOW PREVEN11ON ul) Co a I IN% C 'IT :.- Cq _1 4 U < 0 ACCORDING TO OLYMPIC MEW -WATER DISTRICT STANDARDS. LCI 0 V-.!= :.2: co SEE LANDSCAPING PLAN FOR ONSITE SERVICES. V- �e CL : 0 a. �_ 0 z d 18. ASPHALT CURB RAMP LANDING, LANDING SHALL BE 5.0' ui z WIDE x 5.0' LONG. AC SHALL BE 0.46" THICK ON 2 UNDISTURBED NATIVE OR COMPACTED STRUCTURAL FILL >� w m C Ca .j PER PROJECT STANDARDS. m 0 E Lu I$ -I 19. FUTURE SEWER CONNECTION. INSTALL CLEANOUT AND PLUG 8 >. < , Iii PER CITY OF EDMONDS STANDARDS. . .1 -1 < C) . . . . 8+ �: . -ffl < tm 20. CONNECT ONSITE WER TO EXISTING STUB NTH REDUCER .9 o- MEETING OLYMPIC VIEW WATER DISTRICT STANDARDS. w n .S VERIFY HORIZONTAL AND VER71CAL LOCATION PRIOR TO ty) 0 CONSTRUCTION (IE 326.4±0.4) I ug 0 . I . .:R 3: . a UTILITY CONFLICT NOTE: , .j . . m__""`l 0 KjAw lur4: I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTlUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE U'nLITlES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING U11UTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF UR, THE CONTRACTOR SHALL RIOR WI NSTRUCTION. V. SCALE SHEET C2.1 . OF SHEETS JOB NO. 07495.00 ON 0 w Lr) CY) 1* r- Cl > p LLI LLJ x: El) ,-�� 00- < 002 "'" (L o.. 0 0) OOZ L6 v tou cy) e4 64 " r,� oD oo< 000"i I'lloo F, c,j clal: 0-;�,;�� CL 04 04 �7� (L (o co< **...,w www� mmm< <r-F:=z z wi�-w w sui -j < cn My)n In T- o 1 F2 1 L0 !� r- 0 x >1 w (n !`*,�- I ;:; 0: Cn I LQ v- 0 1 9 I to $TI, r- 0 x i-9 Lol !� r- 0 X lig I I to !� r- w (n I to 4! r- ::; w- VJ# I to 0 1* r- "" 11 11 / I I / 11 � m / , I �E N 2� 1 I . 0 \ I I % o V3 m / / . � / , � U'l , '. , " i , , , .. 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ES WATER METER G @ MANHOLES (SS/SD) 0 CB -0- POWER/UTILITY POLE ..- ROW - RIGHT-OF-WAY LINES - --- * ... 11 ... lo - - - - FLOW LINE w / WATER LINE _ss SANITARY SEWER LINE I SD STORM DRAIN LINE cc; CLEARING & GRUBING I . . I - - ---:- - - - SAWCUT LINE i v VAI I FY LINE N // � .e....; �-- ,; .1 r - vlo .., .,. ;7!� CONCRETE PAVEMENT I I -- , --M 171,17" -7 LEGAL DESCRIPT0N. PER SNOHOMISH COUNTY ASSESSORS DATA: SEC 36 TWP .27 RGE 03 TH PTN OF N 568FT OF E 92OFT OF NWI 4 SW1/4 SD SEC DAF COM W 1/4 COR SD SEC 36 AS SHOWN ON PLAT OF' ' 9 MOST LN SD PLAT & ALG N LN SD SW1 /4 403.90FT TO NE COR SD PLAT D PLAT 568.02FT TO ANOTHER N LN SD PLAT LN 437.79FT TO NWLY MAR 237TH PL SW & A PT ON CRV TO R CTR OF MICH BEARS S35*13 21E 203.22FT DIST TH ALG V THR C/A 19*19'15" ARC DIST 68.53FT TPOB TH N01*22 52E 459.08FT TH N88*37 08W 502.66FT TO SD E LN SD PLAT LN 78.02FT TO SD NE COR SD PLAT TH S88*37 08E ALG N LN SD SW1/4 877.84FT TO W LN LAND CONVYD TO SNO CO F 37407 TH S 07*14 40E 85.97FT TAP INT BETWEEN S LN OF N 85FT & W LN OF E 3OFT SD NW1/4 SW1/4 TH SOO*54 22W ALG SD W LN 442.98FT TO NLY MAR 237TH PL SW TH N88*36 42W ALG SD NLY MAR 330.71FT TAP CRV TO L HAVG RAD 203.22FT TH CONT ALG SD NLY MAR & ALG SD CRV THRU C/A 17*17'24" ARC DIST 61.32FT TPOB I ESS E 30 FT FOR RD I ::,**:**: ... :*.**. ................... ::*:,:::-::,:,::::: ---'-*---- .... * ,: .... :: ... ,.. ........... . . 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I ::: ........ ......... .. : ........ ......... ....... ......... ..... I ... I : .... : ... ......... I : ..: . :. : , *. .......... . ,:.: ..... ......... .::::-- ..... :,:,. ......... . ...: . * '. ., .* ..... . ... I ..... ......... . I ....... . .... I .... ........ ......... . ......... .... .... ......... .. I ...... ................... ......... ......... ......... ... ... ... . I -- NOTTINGHAM RD ROBBERSROOSTRD �c � C A: F-1 I / 237TH PL A sw 1 1 - RESTLAWN - MEMORIAL PARK 3: -,-. - - PROJECT SITg 3: - . � - " .367H PL < F-- 0 0 T- z - I I I rl I --A \ \\ 1 2 1 inch = 900 feet �� I Ld VICINTY MAP . w . GRAPHIC SCALE 20 0 10 20 40 I larl m w m m IiiiiIIiiIiIiiiiiiiiiiIiiiiIi ikom ---- . ....... . ---, ----,- "I'll, "I'll, 111111111111111 IF :< HIMIZOWAL DATUM. . a ' HORIZONTAL DATUM: NAD '83 '98, WASHINGTON COORDINATE SYSTEM C; NORTH ZONE. BASED ON RTK GIRS MEASUREMENTS CONSTRAINED TO THE , z WASHINGTON STATE REFERENCE NETWORK. . . . VERTICAL DATUM ' I - VERTICAL DATUM: NAVD 8 w CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND GEOID a< 2003.MODEL. - . . . . cc 00 0 0 1 1 ��l 04 N I I co ul 0 0 -j -j � � m m m m D Z) (n (n t= �- m m v- Ix w w a. a- cn z 0 0 m m 0 a w w LL u- 0 0 a rg >- �e :� GENERALNOTES . I m -� -'J --' I N �Ll --j 1. CONTRACTOR SHALL HAVE THE MOST CURRENT CITY OF EDMONDS 10) 13' 0 ARD DETAILS ONSITE DURING CONSTRUCTION. w 0 - CONSTRUCTION NOTES 0 0 0: Ezn I � 1 X84 0.1 1. CONCRETE EXTRUDED CURB. SEE E2.7 SHEET C2.3. . . 2. STANDARD TYPE "A" CURB/GUTTER. SEE E2.8 SHEET C2.3. uj I a: w 3. CONCRETE VERTICAL CURB. SEE E2.10, SHEET C2.3. . �-: w W w w z m 5 4. CONCRETE SIDEWALK, SEE E2.13, SHEET C2.3. w w 0 Z < � w 0 5. CURB RAMP TYPE 2. SEE E2.15 AND E2.22. SHEET C2.3. M>- �2 �: a 0 C . w 5: -) 6. CURB RAMP TYPE 3. SEE E2.16, AND E2.23 SHEETS C2.3 >0 < . w 0 & C2.4. a. a- < 7. CURB RAMP TYPE 5.1. SEE E2.19, SHEET C2.3. - I 1 8. PIPE BEDDING AND RESTORATION PER CITY OF EDMONDS I DETAILS E4.1 AND E4.2. SEE SHEET C2.5. 9. SEE ARCHITECTURAL'PLANS FOR HARDSCAPE DETAILS. . �.: 9 - 10. NOT USED. . . . . 0 9 § I 11. ADA CURBRAMP. I I < - SEE ARCHITECTURAL FOR DETAILS. 3: -9 I 0 VL 12. RIP RAP SPILL PADS SHALL BE 4'WxB'Lxl'D. ROCK SIZE . 6 rz SHALL BE PER 9-13.6 OF WSDOT STANDARD le SPECIFICATIONS. . 9 N a 13. TRANSITION FLOWLINE FROM TYPE "A" CURB TO ASPHALT SWALE. DEPRESS ASPHALT 1.0- (MIN) ACROSS DRIVEWAY 0 M APRON AND TRANSITION BACK TO GUTTER OF TYPE "A' go FLOWLINE. , 4- 14. ADJUST VALVE BOX TO MATCH PROPOSED GRADE. MATCH L: FLOWLINE OR TOP OF CURB. . - 15. 3.0' WIDE CURB CUT. DEPRESS CURB TO PAVEMENT �e HEIGHT ACROSS CUT. SEE DETAIL ON SHEET C2.4 cc . >% < 16. DOMES11C SERVICE CONNEC11ON SHALL BE TAPPED INTO m - 0 8 - 2-- CL . EXISTING WATER MAIN IN ACCORDANCE NTH C.O.E. AND C> u� : =3 . I C) : C0 OLYMPIC VIEW WATER DISTRICT STANDARDS. CONSTRUCT m r-_ . - .j C%4 : METER AT BACK OF SIDEWALK. SEE DETAILS ON SHEET 2 cc? : C" a 0 = U'> ': .a 01% C2.5 Cf) C-4 . - 1:t , a %a : .E �' CO � 0 >'C') 4-: X , Co : - 17. 3" IRRIGATION SERVICE SHALL BE CONNECTED TO EXISTING - i3 C) - :0 C.) ix 0 00 -t * -- WATER VALVE. COORDINATE WITH C.O.E. AND OLYMPIC VIEW -cc m z; - .c. 2 E 0) . ca < " - 0 . 2 td WATER DISTRICT PRIOR TO CONSTRUCTION. :F -�R tc,-z I -� , 0) I : B In >- It R -600 tm- 18. ASPHALT CURB . RAMP LANDING, LANDING SHALL BE 5. 00 Lo a ui :(o a cc I N u') CU Cq : - 0) := a) ' C-4 :2 -f i 2 0 < 0 WIDE x 5.0' LONG� AC SHALL BE 0.46" THICK ON v- .!= 6 :0 M UNDISTURBED NATIVE OR COMPACTED STRUCTURAL FILL � y- : CL �- a PER PROJECT STANDARDS. ' . z , 0 . . Lu .z 2 * >1 Luui Ilm a R . m .j CL 0 E Lu � M-1) . 0 I . . 0 . 0 0) >- w 0 . . .E < 0 . . j3 �: tm < = .= CL 2 0 ff r- . 0) 0 = . Lu 0 � -F� �:: . . . . in UTILITY CONFLICT NOTE: - . .j CAUTION: - . I . 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR . a H. SCALE VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF � � ALL EXISTING UTILITIES WHETHER SHOWN ON THESE e V. SCALE PLANS OR NOT BY POTHOLING THE UTIU11ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION SHEET PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIILITY LOCATE 0 1-800-424-5555 AND �2 - C2.2 MEN P01HOUNG ALL Or lnr- r-Alalll-iV VilLillr--Z ml LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY NETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHAH CONSULT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR WI NSTRUCTION. . - w"- u OF SHEETS JOB NO. 07495.00. 5' 1-1/2' R :.1 A R PLACE SCORE MARKS EVERY 10' V MAX. sx-op:- I, A P .4 . .*. .. . I .. 4 0' ' DRIVEWAY WING OR CURB RAMP SLOPE CONCRETE CURB SHALL BE NO LESS THAN 3' IN HEIGHT -CONSTRUCT OUT OF ACP PAVEMENT NOTEi NOT TO 13E USED IN u R.O.W. EXCEPT TO REPAIR EXISTING EXTRUDED CURBING. u < ---------- EXTEND PAVEMENT 1,3' FROM THE FACE CURB IF NECESSARY TO SUPPORT EXTRUDED.CURB ACP PAVEMENT .PLACE 6' COMPACTED 5/8' CSTC BELOW ACP EXTENSION EMEMEMEMEEMEEMMMEMEMMMMMMMMMMMMEEMR- MEN- Est. 1890 REVISIONS CITY `-0-F... .. APPROVED BY DATE STANDARD DETAIL 11. GEBERT 06/29/05 CONC. EXTRUDED CURB DATE SCALE DWO NO, 7/24/01 NTS E2.7 CLEAR SPACE BETWEEN END OF DOME & TRANSITION POINT FROM SLOPE TO LANDING B-I DETECTABLE WARNING PATTERN (TRUNCATED DOMES) L B SEE BETA CURD CURB AT L,12 Ar w2 INSTALL t/21 EXPANSION JOINT NATERIAL crypicAL) EXISTING SIDEWALK SAY CUT AS REQUIRED TACTILE WARNING STRIP SEE DETAIL A F WIDE 'TYPICAL) I' TYP. -REFER TO DETAIL B T 11 A L/41 MEN, _`M-A 7X A 1 5/8, PLAN NOMINAL DIMENSIONS C C 7/L6' 3/4' TRACTION GRID PATTERN D 7/8' 1 7/16' TACTILE WARNING TEXTURING ELEVATION DETAIL A DETAIL B NOTE, 1. AT LOCATIONS WHERE NEW RAMPS A13UT EXISTING CURB, GUTTERS, PLANTER STRIPS. AND SIDEWALKS, CONSTRUCT NEW RAMPS TO MATCH ADJACENT SURFACES. 2, ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH. 3. CONCRETE SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 4. DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) SHALL 13E REQUIRED ON ALL PUBLIC STREETS WITH A CURB RETURN AND PRIVATE STREETS SERVING FIVE OR MORE LOTS. TRACTION GRID (DIAMONDS) TO BE USED AS INDICATED. 5. FOR NON-rNTERSECTION CURB RAMPS ON PRIVATE PROPERTY, THE STANDARD DIAMOND PATTERN MAY BE USED AS INDICATED IN DETAIL A, FA\v 6" EP TER 0,0,0 0 0 0 00 0 0 010C)OI 0 0 0 0 0 0 0 00 0 0 0 0 00 0 0 0,0,0c 0 0 u 00 000c 0 0 0 0 0 0 0 0 c 0 0 0 000 DO( 000 c 0 " 0 0 r3� LANDING T PICAL ON ALL RAMPS DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, A RAMP rL CITY INSPECTIDN REQUIRED LIN FORM WORK PRIDR TLI PCIUR, ACCESSIBLE RAMP SHALL RE PLIURED SEPARATELY FRDM CURB AND GUTTER. U-N S': REVISIC)NS DETAIL .D STANDARD ZVED BY DATE APPP D. GEDERT 03/24/05 CURB RAMP TYPE 2 D. GEBERT 06/27/05 DATE 1), GEBERT 04/2/07 7/24/01 SCALE NTS DWG NO. E2,15 CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR 5-1/2' I' R I BATTER 4. i,R "01� 0.05 FT/FT �u 4. -7 A 4 4 '. q . . . . . . . . . . I . 4 .. * 4 6- . -q a . . - . * 4 - I . A 4' '0 -A 4 ZL - R - - R R - - - - 18' STANDARD 24' ARTERIAL NOTESi 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS. 3. EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY (CONSTRUCTION) JOINTS EVERY 5 FEET, 4. EXPANSION JOINTS SHALL HAVE t/2' TO 5/8' WIDE PREMOLDED JOINT FILLER, 5. CONCRETE SHALL BE CLASS 3- 300OPSE. 6, FINISH SHALL BE LIGHT BROOM. 7. CURB SHALL IRE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 8, ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. Est. istlu 5/8' MINUS CSTC REVISIONS T Q- N.''D-S c. TY'.': .0 APPRMB BY DATE STANDARD DETAIL D. GEBERT 4/27/05 STANDARD TYPE "A" CURB/GUTTER DETAIL D. GEBERT 4/2/07 - DATE 7/24/01 SCALE NTS OWG NO. E2.8 DETECTABLE RNING PATTERN AREA SHALL BE W. A - RAMP CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 13 ACCESSIBLE RAMP SHALL BE POURED SEPARATELY FROM CURB AND GUTTER. . . .... ".N." A rr� ........ MIN. MAX P 6.& LAN A I sm a 2/s- B S/G' t L/V MEN MIN C C 7/161 3/4* D 7/8- 17/16, INSI L t/2` EXPANSD TAL 1004 MATERIAL (TYPLC ELEVATION RENEIVE AND REPLACE-\ CURD AND GUTTER DETAIL B Z 7 H 1/2' 6" -TAA", /41 L/4' TNOMINAL DIMENSIONS TRACTION GRID PATTERN TACTILE WARNING TEXTURING DETAIL A I' <TYPICAL) EXISTMG SIDEVAU( RAMP (TYPICAL) 4' MIN EA SIDE SAW CUT AS REQUIRED TACTCLE WARNING STRIP (TYPICAL) SEE DETAIL A I, WIDE SAW CUT AS REQUIRED NOTEi 1. AT LOCATIONS WHERE NEW RAMPS ABUT EXISTING CURB, GUTTERS, PLANTER STRIPS, AND SIDEWALKS, CONSTRUCT NEW RAMPS TO MATCH ADJACENT SURFACES, 2. ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH, 3. CONCRETE SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT M13IST FOR 72 HOURS. 4. DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) SHALL BE REQUIRED ON ALL PUBLIC STREETS WITH A CURB RETURN AND PRIVATE STREETS SERVING FIVE OR MORE LOTS. TRACTION GRID (DIAMONDS) TO BE USED AS INDICATED. 5. FOR NON -INTERSECTION CURB RAMPS ON PRIVATE 'PROPERTY, THE STANDARD DIAMOND PATTERN MAY BE USED AS INDICATED IN DETAIL A IN E. 2.22 cy-90- 19911 ND S. REVISIONS STANDARD DETAIL APPREIVED BY DATE D. GERERT 1/26/05 D. GESERT 06/27/05 CURB RAMP TYPE 3 DATE SCALE D. GEBERT 04/2/07 7/24/01 NTS Iowa No' E2.16 CSTi "I"r. "I'. '.I'm Ij C. �ND' 'S'E"CURELY STAKED. 2. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, 3. EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET. 4. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8' WIDE PRENOLDED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3- 300OPSI'. & FINISH SHALL 13E LIGHT BROOM. 7. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST 8. ALL SIDEWALKS POURED BEHIND CURB IN FOR 72 HOURS, DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95Y MAXIMUM DENSITY, Est 19910 Ila' X 4' EXPANSION JOINT MATERIAL -------------- 5/8' MINUS CSTC THIS TYPE OF CURB SHALL ONLY BE USED TO REPLACE EXISTING VERTICAL CURBING - --------- c.1-TY.. F . 0..": i, . . REVISIONS APMVED BY DATE STANDARD D ETAI L - D. GEBERT 4/27/05 CONC. VERTICAL CURB D, GEBERT 5/L(3/06 DATE SCALE DWG NO. 7/24/OL NTS E2.1 0 DETECTABLE WARNING PATTERN AREA SHALL BE: YEL1.GW. A RAMP B A N MAX PLAW""' C ELEVATION '-4 DETAIL B L-1/4' 1/4' NOMINAL DIMENSIONS TRACTION GRID PATTERN TACTILE WARNING TEXTURING DETAIL A L OAF CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR, ACCESSIBLE RAMP SHALL BE POURED SEPARATELY FROM CURB AND GUTTER. L) mg��Lu2p$xp4msmmi inuir V AND REPLACE CURB AND GUTTER O33: 6 W SLWE cryp) 0 0 c c E, ma UWE (I'm J: I li;- ig 6'p I 0 SL SAW CUT AS REQUIRED sumi, RL 110MMOSPAYS THE SIDEWAM CITY INSPE TOR TO DErEAHINE IF CURB WILLCOE REQUIRED BASED ON SETE CONDITION. I' (TYPICAL) SEE DETAIL 8 (TRUNCATED DEEMES, ESN .12 WTCA'. V WIDE TACTILE WARNING STRIP (TYPICAL) UILE TACT= SMtP 0M LDCATMNS _w-w I&; T-P ez s Un%, RAN VAAcm 1"C CUrTEA I.We P SH&L RE RJ4H AT . . -: ... _34 c0N=fC CM2 AND OMER SM PEfAm r-e8 ITZ CINFACrO TUOM42L A111 CAUOM S/W THIrKNryT rn 1w .1g, (New Caligmefam MLY) FM Ult AS RECUM0 V& FULL OWTH emmomm nmr mAt"EAL SECTION B-1 NOTEt 1. AT LOCATIONS WHERE NEW RAMPS ABUT EXISTING CURB, GUTTERS, PLANTER STRIPS, AND SIDEWALKS, CONSTRUCT NEW RAMPS TO MArCH ADJACENT SURFACES, 2. ALL CONCRZTE SURFACES SHALL HAVE A LIGHT BROOM FINISH. 3. CONCRETE SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 4. DETECTABLZ WARNING PATTERNS (TRUNCATED DOMES) SHALL 13E REQUIRED 13N ALL PUBLIC STREETS WITH A CURD RETURN AND PRIVATE -STREETS SERVING FIVE OR MORE LOTS, TRACTION GRID (DIAMONDS) TO BE USED AS INDICATED. S. DETECTABLZ WARNING PATTERNS SHALL BE YELLOW IN COLOR, SET AND SECURED IN CONCRETE, AND SHALL MEET THE DIMENSIONS A\ID SPACING SHOWN, 6. FOR NnN-IIITERSECTIONS ON PRIVATE PROPERTY, THE STANDARD DIAMOND PATTERN MAY 13E USED AS INDICATED IN DETAIL A, N-f-D S... Y'.., -0- REVISIONS STANDARD DETAIL APPROVED BY DATE D, GEBERT 03/24/a5 D. GEBERT 06/27/05 CURB RAMP TYPE 5.1 OATE 7/24/OL SCALE owa No' E2.19 D. GEBERT 04/2/07 NTS 1 CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR EXPANSION JOINT 10, DUMMY JOINT 4 4'. 4 i4 A 4 4. 14 4,i A: 4.7 4: 7F 4 & 2' MIN. 10, O.C. 5' O,C SAW CUT ACP A MIN, OF 2' FROM EDGE OF PLAN GUTTER, FULL DEPTH 112' EXPANSION JOINT MATERIAL---\ 5' TO 7' 4'0 4 4 A A m IT UNDISTURBED EARTH OR SECTION \COMPACTED NATIVE MATERIAL 2' MIN. UNLESS OTHERWISE SPECIFIED SAW CUT BY ENGINEER 2`- 5/8' MINUS CSTC N 0 T E: 1, CONCRETE SHALL BE CLASS 3- 300OPSI 2. CONCRETE SHALL BE BROOM FINISHED 4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK. 3. SIDEWALK THICKNESS SHALL BE 5-1/2". 5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK 6. CONCRETE SHALL BE -SPRAYED WITH CLEAR CURING COMPOUND 'COVERED AND KEPT MOIST FOR 72 HOURS, OR SHALL 7. SAW CUT AND REMOVE ACP PAVEMENT A 'MIN. OF 2' FROM GUTTER FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE - REVISIONS STANDARD DETAIL APPROVED BY DATE D. GEBERT 4/27/05 CONCRETE SIDEWALK D. GEBERT 04/2/0 7 DATE SCALE 7/24/01 NTS 10WO No' E2.13 74 P'WM I N6 T SA C rs, *15;n RAMP SHALL RE FLUSH-�. LANDING - WITH GUTTER LINE C01�00r CURD AND GU SEE DEml. L-ew (NEW CONSTRUCTION ONLY) 1112- FULL DEPTH EXPANSHIN -KMNt KATERfAL DETECTABLE WARNING PATTERN AREA SHALL HE YELLOW. A RAMP MIN. MAX. PLAN A 1 15/8' 2 3/0' '4 c B 5/8' 1 Lf2' cn 7/Ld' 314' I_D_ 7/0- 1 7/1. A PL ELEVATION DETAIL B NOTEi ROAD SIDE CUR S I'll SLOPE THC at TA�� W TIE AT A nolf: p _w I'll MAX SL13P _9V. COMPACTED S.RnRADE. ADD CRUSHED ROCK BASE AS REaUDZED DETECTABLE VARNING PATTERN ina.04CATED 03MES) SECTION B-1 1 /4' 1/4' NOMINAL DIMENSIONS TRACTION GRID PATTERN TACTILE WARNING TEXTURING DETAIL A LTAA-, 0,0 I. DETECTABLE WARNING PATTERNS SHALL BE YELLOW IN COLOR, SET AND SECURED IN CONCRETE, AND SHALL MEET THE DIMENSIONS AND SPACING SHOWN. 2. TACTILE WARNING TEXTURING SHALL BE DONE WITH AN EXPANDING METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN, THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8' DEEP AND 1/4' WIDE 3. ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH. 4. DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) SHALL BE REQUIRED ON ALL PUBLIC STREETS WITH A CURB RETURN AND PRIVATE STREETS SERVING FIVE OR MORE LOTS. TRACTION GRID (DIAMONDS) To BE USED AS INDICATED. 5. FOR NON -INTERSECTION CURB RAMPS ON PRIVATE PROPERTY, THE STANDARD DIAMOND PATTERN MAY BE CITY INSPECTILIN REQUIRED LIN FL7RM VE7RK PRIDR TD PD UR. ACCESSIBLE RAMP SHALL BE PDURED SEPARATELY FRL7M CURB AND GUTTER. --nor, REVISIONS STANDARD D ETAI L APPREIVED BY DATE D. GEBERT 03/24/05 RAMP DETAIL FOR TYPE 2 RAMPS D. GEBERT 06/27/05 DATE SCALE DWG NO, 7890 ICJC30 D. GEBERT 04/2/07 7/24/01 NTS E2.22 z 2 (n 5; w c; z < w 8 it < < GO 0 C14 N 0 0 m m V) (n w w w 0 V) z z 0 0 w w w u_ 0 0 ck� it 1-:1 LLJ w w w z m 0 w z 0 < w 0 L) 5; < 0 - 5 m gag & I & 7 X VA&IIII-AN A DETECTABLE WARNING PATTERNS (TRUNCATED DOA�) w z ui a- 0 fl� la_ 1 M[NINUH RAMP SHALL BE FLUSH,_,�', -'a-lal - _\ VARIES wirk rjurTER LINE pq 55, Lli CONCRETE CURB AND GUTTER -ST/ COMPACTED SUBGRADE. ADD CRUSHED 11-1 SEE DETAIL E-2.0 ROCK BASE AS REQUIRED > (NEW CONSTRUCTMN M4LY) t/2' FULL DEPTH EXPANSION jo(Nr MATERIAL SECTION B-1 DETECTABLE VARNING PATTERNS / (TRUNCATED DOMES) I'll I MAIN/ RAMP F WIDE TACTILE STRIP (ryp) SIDE RANP I-t2 -7 1 SLOPE 1112 MA I (TYPICAL) �7 ALL LOCArlONS--,,4,,,, VIEW B-2 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, RAMP rL A MIN. MAX. ...... ........ A L 5/0' 2 2/8' PLAN 5/8, 1 C C 7/16- 3/4' cq D 7/81 1 7/16* ELEVATION B 1-t/4' 1/4' 00 NOMINAL DIMENSIONS TRACTION GRID PATTERN TACTILE WARNING TEXTURING DETAIL A DETAIL B CITY INSPECTION REDUIRED ON FORM VDRK PRIOR TO POUR. ACCESSIBLE RAMP SHALL BE POURED SEPARATELY NOTE, FROM CURB AND SUTTER. I. DETECTABLE WARNING PATTERNS SHALL BE YELLOW IN COLOR, SET AND SECURED IN CONCRETE, AND SHALL MEET THE DIMENSIONS AND SPACING SHOWN. 2, TACTILE WARNING TEXTURING SHALL 13E DONE WITH AN EXPANDING METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN, THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8' DEEP AND 1/4' WIDE 3. ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH. 4, DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) SHALL BE REQUIRED ON ALL PUBLIC STREETS WITH A CURB RETURN AND PRIVATE STREETS SERVING FIVE OR MORE LOTS. TRACTION GRID (DIAMONDS) TO BE USED AS INDICATED. 5. FOR NON -INTER SECTION CURB RAMPS ON PRIVATE PROPERTY, THE STANDARD DIAMOND PATTERN MAY BE USED AS INDICATED IN DETAIL A. REVISIONS - STANDARD DETAIL APPROM BY DATE D. GEBERr 03/24/05 RAMP DETAIL FOR TYPE 3 AND TYPE 4 RAMPS D. GEBERT 06/27/05 DATE 7/24/01 SCALE NTS DWG NO. E2.23 18601 D. GEBERT 8/17/06 1 1 1 30, 5' SIDEWALK no 2' (MIN)* -.2.0%- 0 CONSTRUCTION NOTES: 1 0.46 FT (MIN) AC SIDEWALK. SEE STANDARD DETAIL E2.13 2. UNDISTURBED NATIVE OR STRUCTURAL FILL PER GEOTECHNICAL ENGINEER. 3. TYPE "A" CURB AND GUTTER. SEE STANDARD DETAIL E2.8 4. 0.17 FT (MIN.) COMPACTED CRUSHED SURFACING PER WSDOT 9-03.9(3) 5. 0.25 FT (MIN.) HMA, CLASS 1/2". 6. 0.17 FT (MIN.) COMPACTED CRUSHED SURFACING PER WSDOT 9-03.9(3) T 0.33 FT (MIN.) COMPACTED GRAVEL BASE PER WSDOT 9-03.9(3) 8. EXISTING HMA PAVEMENT. 9. ALIGNMENT OFFSET 3.5 FT FROM RIGHT-OF-WAY STA:1+00.00 TO STA:5+10.81. ALIGNMENT OFFSET VARIES 3.5 FT RIGHT TO 21.8 FT LEFT STA: 5+10.81 TO STA: 7+86.05 SAWCUT EXISTING PAVEMENT 2.0' FROM PROPOSED FACE OF CURB & GUTTER. SEE PLAN FOR LOCATIONS OF WIDENED SAWCUT AND ADDITIONAL PAVEMENT REMOVAL. ... S'a ADD ALTERNATE #1 PARKINGLOT PAVEMENT SECTION SCALE: NTS NOTE: SEE SHEET C2.0 FOR ADD ALTERNATE #1 LIMITS RIGHT-OF-WAY i so 4.6' VARIES' �LOPE V�ARIES I`_ z ui z M 0 z EX. PAINTED CENTER STRIPE 104TH AVENUE WEST - SECTION STA. 2+00.00 TO STA. 7+86.05 5A 0 CONSTRUCTION NOTES: 1. 0.25 FT (MIN) HMA. ASPHALT GRADATION PER PROJECT SPECIFICATIONS. 2. 0.17 FT (MIN.) 'COMPACTED TOP COURSE. 3. 0.33 FT (MIN.) COMPACTED GRAVEL BASE COURSE 4. APPROVED NATIVE SUBGRADE 5. CONCRETE VERtICAL CURB. SHEET C2.3 0 CONSTRUCTION 'NOTES: 1. 0.25 FT (MIN) HMA. ASPHALT GRADATION PER PROJECT SPECIFICAMONS. 2. 0.17 FT (MIN.) COMPACTED CHOKER COURSE. 3. 1.50 FT (MIN.) COMPACTED GRAVEL BASE COURSE 4. 1.50 FT (MIN.) COMPACTED AMENDED SOILS 5. UNCOMPACTED APPROVED NATIVE SUBGRADE 6. CONCRE;E VERTICAL CURB. SEE E2.10 7. NONWOVEN GEOTEX11LE FABRIC. SEE SPECIFICATIONS 4.0' (MIN) 3 (MIN.) 4 STORM OVERFLOW PARKING LOT CURB CUT SCALE: N TS 0 CONSTRUCTION NOTES- 1 . DEPRESS CURB TO PAVEMENT HEIGHT 2. CONCRETE VER71CAL CURB 3. ASPHALT PAVEMENT SECTION 4. WASHED RIVER ROCK SPILL PADS SHALL BE 4!Wx8'Lxl'D. ROCK SIZE SHALL BE PER 9-13.6 OF WSDOT STANDARD SPECIFICATIONS. C) cz> Lq I- co co 04 - tm C'4 cf) cf) lc=c)) a) c E c u < o q m 3: 2 E2 C'4 Cq r_ Lo 65 IF Lo cu Lo 04 :2 "1' - (D a) C,4 > cu E CD a) .S cy) 15 u z 0 Ln 00 00 0 0 1 1 c\I C,4 1 C* 1 4 to to 0 0 m m In 0 5 :i ir_ cr_ Ld ui CL CL (n (n a 0 z z 0 0 Ld uj Ll- U- 0 0 > m 3 -'D - I I'l I �uzl I -1-i z 2 uj Fz Lli Of Ld Ld z M Ld Z Ld a In �7_ Ld 0- 0- �e CL .j 0 0 3: cic z w 2 w .i w 0 0 0 n 0 cp 00 V_ 0 0 td 0) 0 d fit '.0-1 z in on, 117-701111M �10 OF SHEETS JOB NO. 07495.00 LIMII Ul Mf't LUN FOUNDATION LEVEL la90_199v 0 �04 0.. 0 C,4,*Z L6 L2 0 ..V) M CN "3: r-, 00 Go< 0013P 00 1 f- 04 04 u i 0 W4 CL N C4 0 x w C;i <F=F=zm z J<sww v)w mcnQ_:Dx N 0 T E S : BEDDING MATERIAL REQUIRED PER CITY OF EDMONDS MODIFICATIONS )IVISION 9 OF WSDOT STANDARD �IIFICATION FOR ROAD, BRIDGE -UNICIPAL CONSTRUCTION AND . OF PIPE. �IPIPE BASE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY REVISIONS APPROVED BY DATE STANDARD DETAIL D. GEBERT 4/2/07 PIPE BEDDING DATE 7/2+/Ol I SCALE NTS I DWO NO. E4.1 TRENCH EDGES MUST BE SAW CUT AND TACKED PRIOR TO FINAL TRENCH PATCH — KJAV 'rMr'k 1^1 1 n Ar^l I 2" of 5/8"z CSTC--. 4" MIN. DEPTH 1-1/4" CSBC �1111 z LO n 0) ckf L_ 0 (A y I-_ z z w < on Lu F— '<5 x 0 < 0:5 N 0 T E: REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION TABLE 1: MAX. TRENCH PATCH PAY WIDTH] TRENCH DEPTH PAY Wl DTH 1 9 —4' 4011 4'— 10' 6011 10'-20' 72" SEE E2.3 BACKFILL MATERIAL (SEE NOTE BELOW) BEDDING MATERIAL (SEE NOTE BELOW) -M' -N REVISIONS APPROVED WE STANDARD DETAIL 11. GEBERT 10/6/03 TYPICAL TRENCH SECTION =,GEBERT _ 07/28/05 DATE 7/24/0 SCALE NTS Dwo NO. E4.2 1890-1 9go D. GEBERT 04/02/07 1 1 1 INSTALL CHECK VALVE ON METER INSTALLATIONS FOR NEW BUILDING CONSTRUCTION ONLY. DELETE CHECK VALVE FOR METERS INSTALLED WETH REPLACEMENT OF EXISTING WATER MAINS. fl� LLJ 1:3 u x L (Y) 00 METER INSTALLED BY CITY BALL VALVE IZ- CHECK VALVE M E 0 .01W. OPERTY LINE FINISHED GRADE 0 (D Z_ UB @ � FOR VACANT LOT <FUTURE USE) CURB STOP SHALL BE PLACED AT PROPERTY LINE AND LOCATION MARKED WITH PAINTED 2' X 4' WITH 'WATER' STENCILED ON IT, Ole SHALL BE INSTALLED IF EXISTING YOKE HAS NO CURB STOP. DEPTH SHALL BE 18'. M A T E R I A L L I S T 0 ALL 3/4' OR V SERVICE TO BE TYPE 'K' SOFT COPPER TUBING. CEMENT LINED D.I. 0 13RONZE CORP. STOP WITH CC THREAD INLET AND COPPER �CTS) GREP OUTLET. WATERMAIN WITH (FORD OR MUELLER) TYPE -K- SOFT COPPER TUBING OR HIGH MOLECULAR POLY PIPE (160 PSI), TYTON TYPE JOINT TRACER WIRE SHALL BE WRAPPED AND TAPED. TO POLY PIPE. BRONZE CURB STOP WITH EIP THREAD. 3/4' METER SETTER EQUAL TO A.Y.M. McDONALD AY202L2WCDD3 THIN WITH ANGLE BALL VALVE WITH LOCK WINGS, CHECK VALVE, 12' TALL STEEL INLET AND OUTLET, HORIZONTAL WITH DUAL PURPOSE CONNECTIONS DOUBLE STRAP SADDLE REQUIRED WHEN TAPPING THIN STEEL MID -STATES PLASTIC METER BOX ( MS It X 18 X 12) WITH MS 1149 DUCTILE LID WITH 9'x6W READER BRASS COMPRESSION FITTING 0 PAINTED 2 X,4' WITH 'WATER' STENCILED ON IT V WATER SERVICE TO HOUSE Q MIPT X CTS GR[P 14GA WIRE TRACER (TAPED NOTE; PVC PIPE SHALL NO T BE USED FER VA TER SERVICES TO POLY PIPE EVERY 10') C.TY' ..0. F M. 0' REVISIONS STANDARD D ETAI L 1 APPROVED BY WE D— GEBERT 6/16/03 3/4" and I " WATER SERVICE INSTALLATION D. GEDERT 6/19/03 118,90— 1 4a'90 11. GEBERT 4/2/07 OATE 7/24/01 SCALE 1 NTS DWO NO' E7.6 I PLAN VIEW 3/4" DIA. SMOOTH BARS NTH ENDS WELDED TO BAR -FRAME l' MIN. oil, I_ / BEVELED PIPE PIPE"� COUPLING VEND SECTION X5 . ANCHOR STRIPS WELDED TO 3/4!' DIA. BAR -FRAME 4 PLCS. SPACED UNIFORMLY FASTEN WITHIN 1/2- BOLTS AND NUTS. MAY BE REMOVED 3 /4" BAR- 4" O.C. MAX. BAR SPACING 3"-5" FOR 18" DIA. END VIEW 5"-8" FOR 24" DIA. 7"-9" FOR 30" DIA. AND GREATER NOTES: I FLAN VIEW 1. ALL PARTS MUST BE ALUMINUM OR STAINLESS STEEL. PIPE END SECTION TRASH RACK. INTS cf) C=� CR LO 04 a = >% cr) C cu 3: ccc>) am- c < Rj w_ E 0 w C :2 (1-62 c/5 a LO CC Lr) LO " "t CD a) 04 R ci : > :: u CL E z 0 V) m 3 In < _�l 00 00 0 C.4 (0 LO m m v) (n w w a- a. V) (n a a z z 0 0 w w li- u- 0 0 LLJ Ld w Ld LLJ z Z Ld �7_ 0 0 < of IL CL �e CL .j 0 Q 3: U CO) z w .j w 0 0 0 0 n J. , 3%_ I H. SCALE 0 cp 4- x 0 0 td 0) 0 d z In 0 M7 w CL - OF SHEETS JOB NO. 07495.00 . . . I . . . . . .. . � I— . I . . . . . . . I .. . . . . . � . . . .. I . I I I I I i 11 I . . : . . . . . . . . . . . . . . . . . . . . . I N . . . . I . . . . . _: I . . .1 I . . - . ... . I � . . . . . . . . . . � . . . . I . . . . I . . . . . ,e "I . . .. . . ... -I. I . . :. C = goo at . . , . . . . . . . 1. . ... . . . . . . `4 % , - . I . � . . . .. ,� le . . . 11 . . . . . . . . . . . . I . . . . . '. � . . I . . . .. 1:: + . . . . . .. .1 : . I WOO/cONC .. . ... . . I . . . . . . .. I. I . . : I . . . W_ 00 . . . .. . . . . . . . . . . . � . . , . . . . . . I. .. . . . . . .. . . . . .. . . . . � \ 1k . . .. . , . . . . . . . . . . . . - . . . I - - Ill .. . . . . . . . .. . . . I . if I . . . . . . 0 . . . . , . . . .� . . . .;.., I . . . / . . I . . . . - LW I . . . * . % . . . . '/ . I . . . - . .. vrowffy - I . . . . . . I. . . I . . .... � V . . . . . ., . . . / . 2�� I f. I' . .. . . . . . . . . . . . . . . , . . I. . . . . F%, .. . .. � . � . . .. . + .. . ... 3 .. . .. . . . . . . .. . I . .. .. . . \ %. I - . -4. I . . I . . 11 / . . . + . . . . . : I . I .. . . . `( . . . I . . . . . . . �1 . . . . . I . . . . . . . . . 1. ... . \ - . . . I I / . I . . 2' - . .. . I . . . I % . . . . . . . I . .. I . I to +. . . . . . N. . / . /--, Q,O , +* , , . . . I . . I . �. ) . . . . t, - - - - , . C4 . . . . . . . . . . . I . . I \ . I.. . 0 - . / . . . . \.. - . . . . . jt.[. - . APHIG' SCALE ' 0 . . . . I .. . . . . . .. .. : . .. � r_ .. .1 . . . . . \ - - .. . . . . I . . . . . I . 1.1111 . .... I . �.. GR . . . . . . . . _j . . I \ . . \ , . . . .. I . . . . %.. . . .1 . . . . . . . � I . . . . . . . + . " - - / . . � � . I I . .... . . < . . . . . . . . . . I . N % . . . . . '� . . � . I . . . . . . . . I . . 1� . . . . . .� . . . . . .. . . . . .+ . I ... . . . . . . . � . \ .. . . * . .. . I . . . . :30: 45 SO. . tt . . . . k . \'. . 1S. , � SEE, ARCHITECTURAL-.-GR NG* .+ . . n ". . .. L . I . . 0 . . 60.1 >_ . . . . . . . . . / . , , . I m . . . . . . � . ... . N � �,,, . . / , - FOR u . . .... . . I . . 1+1 1. 1 - . . . I 2 . �9 . + - I . . . .. .. . . � .. .. .+ I ... . . 1. A% . . . I I ..: . .. - .01 ,/ '. I PLAN ISTAS SH1140 * - ISHEb .. . . . , IT . ..... . 1. . . . . ..60 - - mm... lind .... . i I I 1. m . . . . . .. . . - ... . . I - + . ..11 . I . =) . . . . . \ . *�, . . . .. --__- - .. .-GRADES-OWR STORM-SYS ". . . . _c7_ . . . . . Am - . V) . . + . I . . I �', � I . . . . . � . . . 1-470, , I -_ I= . ommmmm* - , - . . . . . . . . . . . . . . % . \ \ . . . . I.. - . . . I . . / . . + � . . . I A J �11L . .. . . . . . . - . I I I . \ I / 11 . I : . . : . . . I %. . . . . I . . . . . . . . . I . . . . . . != . I . . . . I N . . , = - - , , . . . . . . . . .. . . I I . . + . . . 11.1 . . . . . .\ .. 41 . . . . . I . .. . . . . . . . . . . .. 2 I . . . . ..... . . ... . . . .. I , ... . . . \ % . A. - .. . a- , . - I - �'. . / .. . . . . . . I It I . . . . + . , . . .. . % . . . . . .. I I . , � A. .-& .. . ... - - . . . ... . . . ... . . . . . . ... , ... .. .... .+1 ... .... � . ffi . . . . .. I . . . I . . t . . � . !") � . . . . . . .. . . . . ... . . . ' inch = 40 feet'--'- . - . . . . . . . . . . . . . m . 1. . . t . . . . . . . . I . + . . \ \ I . . . .. / ,,4e' . .. . . � .. I . . : .. . . . . , " - + - 1 . 0 CL . I . I . � . . : . . I . . V . . =h .. . . / . . � i . . I., � - . . : � .. . . . . . . . . . I . . . . I . ., . . / � . . .1 I., . . . . (n . I . , . // .+ . . . . - I . 0 1 - . . . . ... . . a . . ... . . . .. . ... . .. . � . . .., . I , , .. a . - "'� - - ..* - . . . . . , * I . .. I . z . � . . I - * , . . . . I ... I . '. . ... ... . .. . . . + �. - . - �. . . . . . ... . . .N . . ./ I I ._ . I. . . . I .. I . . .... : . . I + . . . . . . I I . I . . � . V I . . . . . t . . . I . . . . N,., . t . . . I . . � . I . . . . . 0 . + . . . . . . . . . . �- - '. , - I .- . 9. . \. . I % . + . . . I . . I. 'I /I ... . . . . . .. . I .. d I m . - All - f .. '. . . . . - + . . . . I . . . . N - . . - . . . . . . . 1. ....1. I.' . . . . . ... . . ... . .... . I . .. 0- , . , . ". , , * . . . . , , '. . .. . . . . z , . 8 . . . . . %, : . . . . . . . .. . . . . ... I . I.- I - t . . . "I . ... , , *' , � . . A ...-- 1. . . k. .. . '. . . I - - . .. 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I/ . . . .: . 1. - : 3' , �,_ . m_ 76T�U-K-'VIS +.'.. - - . . + + . . . . I . . . . I . . . . . .. . . . . . I ... . . . . . . � 11 . . . I .. . I I . . . . . * . , . I ) .. � � . . . . ; . I + . . . . . m _j . 1! �- I - .. . . . .. . . . . . . . . .. . . + I . . . � + I I I I . '. � & ". ... :- - . I 11 I i : , 6 - . . . . W , . + .. . * . . . . . . . I * .. .. . . I . + , . . . . I . \ ,,, - i c 11 - . + . . < . . . . . . I . . .. . .. . . . a . . . . . . I . . +. . . : I . � I . . . . . � . I . . . . . . . . 11 .. . .. , * , . . , , . . � � .0) - . I . . . : . . . � r f . - I . I � . . .. . I I I 't - . 1. : ." I . .� + . .. 11L I . . . I . . . . .. I - , I . I . . . I 11 'c 11 - . . . . I . + . . . . . 11 I . . . .. . . . . .. .... . +. ... . , I - + . I + . .* (V - . . . I 11 -, , . .. I . - . . .. . . . . . . . . . I . - � . . ... .. . . . . ... I . . .. . I �. . . . OD I m.. .... . . . It + . ... . . I . . . � . . . . . I I 1%, I .. . I . . . . . . . - . . : I . .1 i . -, . . 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I . � . ... .. . . - . . . . . + . . . . . . . . . . .. . . . . , - . I . . I I 10 / -.-' � . ---" r.L I , . + . : . 11 . -1 .. RM-14.41 . . � - . + . . . . I . I . . I I I . . / . . . . .1 � I.. . . _. am. a,p\r.(Nl61 . . . . . . . . . . . � . . I , � . . - . I I � I + . . . / � . . . . . + 6 ��,� - - . . . . r�7 . . . . . . . . . . I .. . . . . . . . . . . . I . . . . . . . . . I . . . \. 11 ON 9"WL, I . � I . . . . ::;- %, . ... . . . , . I . I . . - . . . .. ... . ... . . I ... �.. . . , -'r _., 1. ... . , . . '1$e . . . . � - . . . I . I . 9+ & . + , LL] . . . I . . . . . I . . . . I m . I N . . �11 . .. . . . . . . " . + , . . ... . . . . . . . �_ . . _�� . I . � e . . I . . . .. ! 3 . . . . IS I + I ... . I . I . + - . ... . . c� . . . + . . 11 . . . . + . . . . + . + . . . 1. . ".. .: . 1. . . . . .. . . . . . + . .1 . . . I � . I.' ---z . jo+bo . . . .. . . .. I . + ; . . . . . � . . . . . .. . . . . . � . � . . . . .. . . . . . I . . I . . . . I , *... . . - . . . . ... . : l.z � � ".. + .. + . . . . . .. . 11 . - - . . . � . �� . . . . . . . . . . . .. . . . .. . I . - -N . . I . . . 22'k . . . . . . . . . . .. . . . . . . + -1 , . . -1 . `%+ + I . ... . . .. . . . .. 1% .. .. . "MAINE11, � : " . . -., -)p 78 IE 6*��N) .20 � . . ce '111 . I . FQJ�D r'BRASS . . . . 8 . . . . . . I . . . . N , 8 WFAENCE Al . . I ... I * NC(S)-320 1. . I . . '.1 �F - , en mm==38 . . W Z.. I . . .. I �, . . I . . ., V.14, S C(E,�) i . . . W . - . .. . I .. . . . .. . .. . . , . . . *NIS .. ..1- . .. ... ... .. . . � .1 1�� . ... . . I i . - V-3, _j_ - . . . . __ . :::: 11111 1111 !M:: !! iiiii im:: _�_' I- . . . . � p�= . . 1E vpm . r . .. � SUWAM: IAON . . 9 - < %1110. . .. . + . . . . .. . . .. .. RM-32W , " .. . .. . -,,� , , . �ir .. . . I it. U ccNc(S)-=.m , . .. I - . + .1l 9891, I , * . .. . . - . . . N . . . . . . . , *% 1%. I . 1�', + A . __ - . , , / - --- � . . �,.' . .. - , - . . Lu n '------- . . . . N .. a . __________________aL_j_ "' - #W I I . I I I * . cp#1 .83 . ,; �- - - - - - - - - - -- , . . IF 8, C 3M35 WE�T*71 "..� . I . . . ,.�� . I .. . . __ . . . . N, : -,x,,- I I I . . . .I- - '.. 1!* - - - - - - I . , .. . . -- I—— �� I I 4 ... k . - . .:, 6469-67.1 MON . . . - . . . � . .. --- . -I,. . . . . . . .. . . - � __ 2t"!!! - - ... . . .7 - J . . . . . - N-289614.188 0 E3 . ... E-12P213EL317 .. . , � -------- � � X I � - ELEVI!�334.6' b . . . 1-% I . I 3 - ------- . . I ': , i . . .... :. . I . -11. .AIX . . . . . . . . . . . . %1% . . . . . I , , . . � . .. . . . N-209610.9" . . I . .. .. . ... W . , .1 " __ , , . + I . . . I-7 . . . .. . . I - . � . - . . � .. . .. . . . . . - . . . .. , .. . I .. . . . . . %.1 - . . .. . E-11WIWA87- � . . . . . . . I W , . A.IS . . . . . .. . .:.. . .: - � I . . .1. . 1� . . . m 0 . . . It . . . + . . , i , . +. . , . . .. . . . . I . . . ELEV3294� . .. . . . . I ... IF . . .. . . . . I . . - ... W _2t,��'�. - - . . . . + . ... I . . . . . .. � . .,,AV,.,. ... . :.,k . . .. + . . . n . - . -=--- . . . . . . . . FOUND 5/ej9CAfi'-1_ ,IZ7\ - I . - ____.24_85!W2rW, - - , . . . : -'�_ . . . + . . I . . I .& _x_=,__4=7___y�" 01 , I -------- . < . � . I . � 0 .* . _�� 11 , .. . . - - ��- - � - __ �- -, -1 ' . . .. . . .0 � 11 . . !k . . . .\ . . 7 1.�� .-.--.- . - I . . . . . . :::: �)&_-__ � ---------- . - __ . =lll--i�- . . AP .�, - . . r. . - - - __ I . ", - 11 ......... �_ OA . � - ..;, . - ------ Y __ -�, � .. , . . . -� , � . \ �: ASOHAL / - - ... .. - � . . . . ! .. " . .. . _ . . I . . + . . . . . . . . . . + .. . +. . I - - _7 . � __ .- __ \ . � f � I z . \� .. . . , ... . . . . . . . . . . . . : - .. . . . I',- . . . . . I z � - _f' 0 ' . .'.. . ' - . . . . . I / + . . . . . Y------- . ! , .-44 -' 5 - - . . _./ . :7377 ,RLI - N .- I / . . . . . , . . p � mg _1W1p"6"f;_ I -1-A(mv &I ___1 . + . I . .2 )4.. C4 . . . CS M14434.74 . . . . . / . . � . . . . . ... . .4 1 .. . -1 __ � � i , � i � i ii _1 iiRs�___ I 1 .. - . . . �__,�; try - . . . . . . . . . mal - , l 11 = ; - I . R / . . . . . . I .- . 4 . ..��.:..'__ . . I _� . 15 wup(q)-331,66 - . . . . . ... . . . . It4 . . . . , .1. . '41 �._� . . . . . . . . ________� -1 . . . . . � � . . I . . , Q% 0, .w.;. ------- U7-- - I _� . .. . . IE Irclip(M-331.81 . . I. + . . / , I,. . + i c 1. . . --- I �111111 "I'll WIff . � . . . . . I . . . . 0 . / . /%-,, - . . . fF`0HA1NVNffF,FN4CA 4 I . . + . . . � 7- �!!�_00 . - �� . .0 .1 . . ; ... . ... . . . .. SD . . . I fW01AINUMICAEN6F . . . I .. :-.1�.1--Z . . . . ... .. .. . . . 1. Im. .. . . . I< . . . . . . o � 1. . + . ___ + � . . . : * I . .. I .+ -----_ . / . . . . I . : .., . . . - I : I . I . mt . . . . . / � 1%% � I . . . . . . . 12L, %� , % . : . . . . . � 08 RIM-332,'25. . . __ __ . . . . . . . . . . . . . ., * . . . - . � . . . . . I . . I . . . . . . a . W& . , . . / - . I . . . . - . . � . . . . . � . . . . . . - .JE.6'=I�l . I . . . . . C9 W-333,13 : . � - . . . I , 8 . / I . . I / I . -1 IN . I . .. . . - - - +. . L �. I* . .. . 0.1 IT .1 - . .,,.,., w MM-329.01 . � + . \_ E 1214i" . . . . . . . ic 8 . TWN)-mm : - . . . � , I x. . � . . . I . . . . . , / I'll - . ., E Ir (); F 12 . JE 12 emp "330,63 � I . - . - . : IrC(N 27-16 . . . . I I � . CM� . . . 1 =4 VFa4SZ1N,F - . . ( ... . I . . . � , . / - . . I., . iE C_ � 3M.N. . . . . I IE WOMP(Q-330.43 . 1. . - - - - . . . , , . / . 11%. L59 . . .. I . r - .. . . . . . . . AU . . . . . : ...... . . . . . . . . . I , . . . . '*-% . . I . . . . . .. I . � , + + . I . . . . . � . . . AFRA"UZ rRX*WFR0&P4GFr - . . . + . . .. . . . . . I . . . . . . ' . . . . . . .. 8 I � . . 55 . . / . � . i .. . .. . 1. ... I � . ..':' . . .. . � . � .. -1. + . .1. . . . ) . . . . . . I . . . . - . %% , . " . . .... . I - .. . . + . ... . . . + . . . S4VNO"hWr . . . . . . . . . , : . . . . . . . . �.. I . . . . . I . . . / . . . . . . . I . . . . . . . . . . . .. . . I , . . . . . . \%. + . . . . .. : - . .. .. . . +� 1. . . I . . I .. : . . . . . . . . . . - , .. . . . .. . + .. : . . . I - . . . ... 0 .:.. . . . _._0, %I .. - I . . . . I . . +. � I I . . . . : . . , I . . . . . . . . I 9 - I . . / . I . 11%., - . . . . . , 'Re #rj pe - 2 09 W/ 1/1 9176d 0/1 of& - . . . . . .. . . . . . . I . . . . . . - p/. ace E. r 0, 6 - 7 ME IW144f . . . . . I . . . S., - . . . . . . . . . . ... +. - . . + . . . . . . . I . I . . / . . . . I . %% . . . . . . . + . . . . . rop ... : . . . . . .. ... . .1 : . � - - --- . C. t >_ . . . . . .= R f 11 I . . .. I . . . . + . �.... __ - - . 'ma . . . . � .. .. + I , - .. .. , . . . . . . . . . . : , , < . . . . /. . . . .., I ... . %_1 - . . . . . , . �v ;.. . . . . + . . . : . I ' .... . . . . . ... : .. . . . . . . . . . . I t.. 11 . . . b . . .. + .. + ! 2 . . .. / . . . . :, + . + ... . . . . I. .. . I . . . 238TH I ". . . . . . . . . . .. . . .. I , . . . . . .. . . 1: . ...'. . . . . . . I,E=,729.246.'1230110PRO)OOSE,ONES-SE - ' . . . . ... . .. I ': .. ..+... . .. ... , 5 - . . . . . . ../ . . . I . %.% - . . . . . .. . . . . _+... . . , IF =&72, 7. off 8 IMP I /) - ; . . . .8T .1. . � %%, 0 4 I . .. SEX a 601700 ) - - .. - , , I . . . . . . - - * . . . . . I .. . . . . I . . U4 . . .. . .., . .. 11 .. I". . .. . : . . . .. . I -N . . / NOTE -..'EXISTING UNDERGROUND FACILITIES HAVE BEEN .1% 1. . . % . . . . . I I . . I . I . . f . . . . + . . . . : . - - . . , . 9. p .. . . I - DRAWING FOR THE PURPOSE'OF ,%% . . .4 I �. . � . . . . I . . . . . . . . I . ; . 1. .11II!, , . . . . . . . . � . . . . I ,/ I SHOWN ON THIS . :1 . :.: 4. . . I . .. . . . . . . . . . . I . . . .+. . . - . . + . .. . . . .. . . . . . . .. .. . .. . . 5 . ASSISTING THE -CONTRACTOR -IN LOCATING SAID . -IN . ': . . . . I ; . .. . .. . . t . . . .. . .. . . + : . .. . . .. .. . � /. . FACILITIES IN THE FIELD. THE CONTRACTOR '. I .. . .... . I + . . . . . . 1. .... I . .. . . . : .. . . . . � . I ' -- - ' FOUND Z SRAM DSK * '' . CL . + I., . . . . . . . %11. N% , . , . I . .... . . .. . . . I . I + . . . . . . . . . . . . .. + . . .. -1 . . . . . � . . . . . . . � . . . , . . + . . . .. . . --IN Me MON . � . . .. � . . . .. . . . . / . SHALL BE RESPONSIBLE FOR CHECKING -ACTUAL . . .. . . . . . . . - . . . ; .. .. . + . V..' . .. . . 0 at .. . LOCAT16NS IN THE FIELD AND+CHECKING WITH . *%% . I .. I ;4- I . . . 1 7 WRE 1WI48 17�'Vj 04? � ? 09 wl Owed 0/m/a . ... � � , . I . . . . . . DW.O. , . * , � . . .. ... . . . ... c - I ' .. Im . . .. . , .. . . . � . . .- I . . . z . I. . . / . � . APPROPRIATE AGENCIES THAT MAY HAVE * . . . . .. �_, . , . . .. .. . . . I , ..: . . I I .. 4xrs.900 , - , * .. ;.ro S .. � . . . .. . .. � . . .. . . . f . . .� . . + . . : * . . M 15B.11 MIC - to . . . . . . .. ." . ... & - + - . "I . . . . . . . . ....'. ,P= 'IV . . . � . . . . . . : . . . .. . . � 4 8� .. I . *_ . UNDERGROUND FACILITIES WrrHIN'THE PROJECT - . .. . . . . . . . lef . . * + , . . . . . N-280501.178 . . . . :5 � I/ . . ' ' . . .41 . . . . . . + , .. :, . '.O' * E_1=30152-3 " tL . . . .-I . %% . .... .1, .. �. . .. . I . . . . - * . - ..: . . . . I � + . . . . I . . . . . . . . : . I 4. . , .1.1 LIMITS. THE CONTRACTOR, .SHALL. BE SOLELY ... . . .. . . &.* . E S 07 6. 0, h .' ' . - . . . : . . . . ELEvi��3-61 . . . . . . . . + . . . . . . . . . � . . . . . . -/ ,=,,�,/, - , #4 W dO) 7). . . . � . 0 - . . I I . .." ..., . . - RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND . . + . ... I . . " . . I . . . I . - 9 V)VPNW . . .. I '. , . . . . : , . . . . . . . . .. . 1: FACILITIES ',RESULTING- FROM HIS .OPERATIONS..' . . . . . ' . . . . � * . . 1. + . . . . . . . , . . . . . . . . . . . V-. . . � . . . I . . + . . . . . . . . t . . . . . . . . . . . . . . . I . . . . . . . . . ` . . . . . . . + V �.. .. . . ... � � . . :. . . �. . . + . . . . . . I . 2. ..".�'. I . . . . . . . . . . , . . . . . : + - 1EM24 6. A 6 - 12. - UP SMAIE: . . .. . . m1-1 . . . . . . . . . . . 1. ..+ . . � I . . I . . .. . .. . . . . . . .. . . . . . . : . .. . . . . . . . . . .. . - 1. ... 'i 11 .. ... .. ... . . '/ .Q. . . & ... - I. .. ... .. ... .. . 1. . I. I . . . . . . . . . . ... . � + . . . . . . . . . . . . .. , '/ * .. - ;. . 1. .. . . ...-�, '.. ... 11 .. .. 1. .. 1. 1. ... .. . .. .. .1 .... 1. 1. 11 .. . .. ..- . - 19'. . : . . .W, . . ... . .. .. ".. � . . . . . . : . . . I . �. . . I . Type 2 CS . . . . . . Replace � . - F - W 'I ' - " � . . .. . � . . . . .. ASr,72K,40. f-WIPWAROPOSISON 7 " "'. "'."' " . . .. . I . . � . . . Fidating CB I � . . . . I I . :. . . . . . I - . . . . . .. . . I . . .. . . . . I I . � . . � . . � . . . + . w/ Solid lid - . . . .. . . . . with now pilill . : ... . . . . . . . . . � � . ... . . . I - . � . . I . . . . . . . . I . . - . I . . . .. : : . . . . . . . � , " . I . . . . . . ., : . .+ & vane grate - � . . . . . . . 1. . *� � . . . . : : . . . H, . 2 � . . . I : .'. : . . . ll. . :. . : - .. . : - TMIEM (4 totl . . . . . . . . . . . . . . . .. . . + . .. . ... . . . I . . . . . ... . . . I . .�e . . . . . . . . . . . . - I . . . I . + � : , . . . .332 : .. . . - - - + . I � . . . I . . * Replam Existing _ I .. . �. - . : I . . - - . . . I f - . . I. . . . . . : I .332. - . . . m . . . . : . . . + . . + . - . . . ' + 2 ' ' ' .I. . . + . . : : : , . ---li- - a . : , : I .. .: : . with Zti,CB . . , , . .. . . � . . .. . . - � , . . . . , . . . . . I . I . . . . . ... , . . . . . . . . . . . . . _. . . � ........ i- ...'_ . . -1 ,� - - .. . .. .. . . . '. . 8, nx, saw .. . . . . .. I ... . . . . . . . . . . . . . . .. . . ... . '.. . . . . .. . . .. . : . . . . � .. I .. . . .. . . . a .. �. - . . . . n . I . . . � . + . . . . + ... . � . . . I . � . . . 1. . . . . :. * . . . . . . I . . . , : .. . : . :* . : . + .. : : : . . .- ---'": .-. %,�,, I - . . . . : . . . I . . ; : . . + . . . I . . . . . . . . + . . . . 10L >_ \ , . . . . . : : . : . ... . . . 1. . ... I . . . . . . . . I . � 1. : . ,. . . . - I . . I . . . . I . . .. . . + . . : . . . . . . � . I . . . .. . . < . 0 � . I I . � . VbUND,V BRASS I.. . I . . I . I . . � . . . . 1. 1. ... . . . . . . . . I .'' . . . . . : . . . . � . . . . . . . MON . . I .. , ..: . . .,.,..,% . . . . I . : . ,: . . � . ... .. . . . . . . . . . . . . ..i . : :. , . I . . . . . . . . . . . . . � . . . I . I .. , . . .. . . . . . '(2) . . . . . . . I . . 39 : . . . , . . . : : I +: . .: SURFACE . : : . . . I I _'_ c) + . . . . . . . . . :- LSA 0891 : . I . . . . . . I . I ... . . . . � . . . . . : I . . ... . . . . . I . . . .. . . . . � . . �. � . . . . . . 0+ I . I . . . . I - � . . . - ' , , . , . . I . : . . . . . . . . . I . . , . I . . . . . . .: . . . . 0 1 . . . op :. I .. : I . . : . , . . .. . . . . . .. . I . . � . I. 1. . . . . . ; . . .: 1. . , . . I .:.. , . . ... . . . . , . . - . . . I . . . : . . . I . : . .. .. . . . . . . ll. I .. . .. I ! � - : - ON , . . . . . .. .. . . . . .- .. -0 . , . . . . . . 64�1359.14 V414' - - I. . . , - - . __ - � .. . .. . . + . .. . .. I .. . . I � . . . .. , .. . . . .. - . . . . t4=28M1.557 +1 . . . . . . . . I ; . . . . , . . . . � . 3� . . I I . E-1261558.601. . ., . . . . 0 + .. �: : . .. . . . . . . .. . . + . . . . . .. .. .1.. . . . I.. .. . . . R. . . . I. . . . . .. : . . . I I *. . .: : : : : : : . . . . . ELLV-325.52 :1 _ : . . . : I : - - . . - I I . � . . 1: . I - . . . . . ,:. - . 0 . : . . I . . . . ' .. .. . . . . : . . : __ . . I . . . � . . . . . . . . . . I . . . . I , . . . . . I . . . I . . . . I . . . . 0 0 q - . . . . . I . . . . . . I . . : :. . : 328. - .. .1.: : , : . . - . 1. n0m - . a : 328 : I . . : . . : . . . . . :- : . . . . . + . ..328-. - . . .. . .1 . . . I I .. - . . . .. 0 . . . . . : , : - . . . . . . . . E*t,Yc0s6m . I . . . . . . . . . . , 4�e+ % . Q) .. . . . . I . . . . . . . . . . . . I .. . . . . .. . I . . .. . . I;.. . . . _. I .. I .... . . . . .. 1. I � I � . . .. N .. � . . .. 0 . . .. . .. . . .., . . . I . . . . * . . . . .. . . . . . I. I . . . . . . I . . , . . . . . : . . . . . .. .. . . ... I .... I . . . . 1. . . . I . : I . . . ,* ... .. . . . . . . . . : : : . .. .. . . . . . . . . . . I 1. .4 . .. . . . . . , . . . . I . . . . . � . I It . 11 . vih . . . . . . : : I : , 1. : . .. : . . . . . . . . . . .. . . + . . ... . ;� . . ... . . I '". . ". . (7) . . . ROCK WITHI'VOID OATIO >35% . + � .... .. ... .. . . Existing 120 CMP Storm Imoull &Nrz . .. . . . - .. . . . + . . . . . . . Iq ... . , ..V,-. . . . >_. . . . " : . -_ : . � )= 3;Q,90 . . . . . + .. .. . . . . . W 16.1 . V . . I . .. + . : I . . . ... . . . . . � . . . . . . . . ... .. 1. , : . : + FILTER - --\ . . .. - "o . .. + . . . .. . . . . . + . . . . . . . . . . ... .. . . . . . I I '... .. . I . I : ll. 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I . . . . . . .. .... . . . .. . . . . ,*. . . . . . . . I i . , . . . .. I. . . I . . - , . . I I. I. I � .. .. . �1 . . I . . . . . . . 0_��Ih 1: . . . . . . I I . . . . . . . . � . . . � . � I . . . >ss . . I . . . I . .. � . . . . .. I . . . . . . . . . t . . . I . . . . . �. . .. . . . .. . W . . .. . . . 1. . . ... . .. 1. . . . . . . . .. . . . . . 3 . . . :. . � . . . . .. m I . . . < I . ( . I . . ,:. I ; - . . . . . I I . .. . . . ;.1 . . . d I . ... . . . � � - . . I . . . . . . < . . . . . .. I � . . . . I . ..... . . . . . . . . . .. . � . . . . . . . . . . . ... . CL . . . . I . . .. . . . . . . . .. . 1. . . . , .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . .. . . . . . �. . . . . . . . . : . : . t . . . � . . . . . . . . . . . . . . . . . . m . .. . . . . . . I I . . . . . . . . . . . . . : . .. . . . � . . . . . - . . . . . .� . . . . . ..,. UTIUTY. MONEUCT NOTE: . - . I I I . . . . . . . . . .. I .�. . I I ... . . . . . . ...... . . I . �. . - I : , .. . .. . . . . . ..-.. ... . ; . . . . . . - CAUTION: - - . . ? . . . . . � . .1 I . � . . . . . . .. � . . . . . . . . . . . .. . . . . . . . . . . . I . . . � . . - . . . . . .... . , . ... . . . . . .... .. . . . ,THE CONTRACTOR SHALL,BE RESPONSIBLE FOR. - .0 . . . i . . .... . . . . . .... . . . . . .j . .... . . . . . . �. . . . : VERIFYING''THE LOCATION,* DIMENS.ION,'AND ..DEPTH OF - - I . . I . . . � . . � . . . . . . .. I . . . . . . . . . . : . . . . . . . I . . . ALL EXISTIlIU11ES -METHER- SHOWWON .'THESE - 0 . I . . . . . .. � . . . . .: PLANS - OR NOT BY POTHOLING THE UTILITIES - AND - . . I I . .,.. . . . . 1. . . . . . . . . . . . . . . ... I . ; . . . . . . . -1 -0 VER11CAL160A11ON . . . . .SURVEYING HE HORIZ. NTAL AND H. SCALE . � . . . . . I . . . . . . . . . . . . -ON - - INCLUDE - . . PRIOR TO. C , STRUCTION; THIS SHALL . . I . ; . . . . . ' I . . m . . . .. , . .. . . . . . . . . .. . . . ... . . :CALLING UTILITY LOCATE.4 1-800-424-5555..AND . �.. I I : - ;- . . . . : -�.' . THEN POTHOLING. ALL , b.F.:-VE EXISTING UTILITIES AT V. .SCALE' . . . . . . I . . . .. . I . . � . . . . .. . . . . . 1. . . ' - I . . . . . . . 'NEW UTILITY CROSSINGS TO -PHYSICALLY. . . .1 . . . . . . . . . . LOCATIONS. -OF . . . . . SHEET . . . . . . . . . . . .. 1. . . . . � . � . . . . . . . ....... I . ..VERIFY *WHETHER -OR. NOT CONFLICTS EXIST., IF ..' '. I. .. ..Luc;n * . . . . . . . . . . .. . . . . ... . .. .. .. : . . . . .. .. . . ... . . . . .. . . . . . . ... . . . . . .. . . . . .. -TD PROCEEDING VATH .' ... .. . . I . ,111 . � . . . . ... .. .. . . . . . ;- . � . . . .. .. .. �. . I . W I . . . . , . . . . . . . . . � :; . I . .. . . . . . . . . . . , .. . . ... . X-MMO-i . - I . . . . . . .. . . .. . . . . � . . . . . I . . . . .. . . . .. . . . . . . *.. . . . ... . . . . I . . ... . . . . . . . . . . m . I . . . . . . OF 0 SHEETS . . . . . . . . . . . . . . . - . . � . . .. . .. . . z. . . . I . . I . . . . . .... . � . . � . . I . . . . ... . . . . . a I . . , . I .. . . . . . . . � . . : I . 11 . . . . . . . . . . . . ... �. . ... . . . . . . . . . . . . . . . . � .. ! . . . . .. . . . . . . . . JOB NO. . . . I I . . . . . . . . .. . .. . . . . . . . . I . . . . . . . - . . . . I . . . . . . . . . . . . . . 0_j . . . .. . . . I . . . . . . . . .. . . . . . . . . . . . I . . I . ... .. .. . . I . . . . . . I . .... I .... . .. . . . .. .. . I : . . . . . . . . . I . .00 I Mcn(L:3 ax� - . . . . . . . .. . . I . . ... . . . . .. . a . I Q7495 . .. . I ... . . � . .. . .. . . .. . I . . . . ..... . .. .. . _.. - __ . - .. __ - - - � . . .. . � . I . . . . . . . I .. . . . . . . .. �. . . � . . . 1. �-- �... . . . � 1. . - . . ..... . . I . . .. .1.: .. . . �, . . . . 1 . . . I . . . . . I . ... . ... . . .1. .. . I ... ... __ . ... I . .... . . .. . .. . . .. I . . . I . . . . . . . � . . .. . . ... . . . . . . . . . . . . . .. . . . . . : . .. . . . . . . . . . . . . . . . . . . . . . . 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I . . . � . . - . . . . . .... . , . ... . . . . . .... .. . . . ,THE CONTRACTOR SHALL,BE RESPONSIBLE FOR. - .0 . . . i . . .... . . . . . .... . . . . . .j . .... . . . . . . �. . . . : VERIFYING''THE LOCATION,* DIMENS.ION,'AND ..DEPTH OF - - I . . I . . . � . . � . . . . . . .. I . . . . . . . . . . : . . . . . . . I . . . ALL EXISTIlIU11ES -METHER- SHOWWON .'THESE - 0 . I . . . . . .. � . . . . .: PLANS - OR NOT BY POTHOLING THE UTILITIES - AND - . . I I . .,.. . . . . 1. . . . . . . . . . . . . . . ... I . ; . . . . . . . -1 -0 VER11CAL160A11ON . . . . .SURVEYING HE HORIZ. NTAL AND H. SCALE . � . . . . . I . . . . . . . . . . . . -ON - - INCLUDE - . . PRIOR TO. C , STRUCTION; THIS SHALL . . I . ; . . . . . ' I . . m . . . .. , . .. . . . . . . . . .. . . . ... . . :CALLING UTILITY LOCATE.4 1-800-424-5555..AND . �.. I I : - ;- . . . . : -�.' . THEN POTHOLING. ALL , b.F.:-VE EXISTING UTILITIES AT V. .SCALE' . . . . . . I . . . .. . I . . � . . . . .. . . . . . 1. . . 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I .. . . . . . . . � . . : I . 11 . . . . . . . . . . . . ... �. . ... . . . . . . . . . . . . . . . . � .. ! . . . . .. . . . . . . . . JOB NO. . . . I I . . . . . . . . .. . .. . . . . . . . . I . . . . . . . - . . . . I . . . . . . . . . . . . . . 0_j . . . .. . . . I . . . . . . . . .. . . . . . . . . . . . I . . I . ... .. .. . . I . . . . . . I . .... I .... . .. . . . .. .. . I : . . . . . . . . . I . .00 I Mcn(L:3 ax� - . . . . . . . .. . . I . . ... . . . . .. . a . I Q7495 . .. . I ... . . � . .. . .. . . .. . I . . . . ..... . .. .. . _.. - __ . - .. __ - - - � . . .. . � . I . . . . . . . I .. . . . . . . .. �. . . � . . . 1. �-- �... . . . � 1. . - . . ..... . . I . . .. .1.: .. . . �, . . . . 1 . . . I . . . . . I . ... . ... . . .1. .. . I ... ... __ . ... I . .... . . .. . .. . . .. I . . . I . . . . . . . � . . .. . . ... . . . . . . . . . . . . . .. . . . . . : . .. . . . . . . . . . . . . . . . . . . . . . . I .. . 1. . . . . . . . . .. I. . . .. . . . . . . ... . I . . . . � . . . I . . . - . . . .. . � I .1 . . . .. . � I., . . . .. .. . . .. . . . . . . . . . . . . ... . . �. . . . .. . . . ... .. . . . . . I . .. . . . . . . . . . . . . . . . . 11 .. . I . . I . .. . .1 . . .. . � .. . . . ... . . . - . . . . .. . . I . . . . . . .1 . . . ... . . .. . �. . . � . . _. . . . .. . .. .. �.. . . . . . .. . . . I . . . . . . . .. . .. I . . . . . . . . . . . . . . I � . I . .. . . , .: ... .- 1. . .- ..... I. . � . . . . . I ... . I . . . I .__. J.".. , I ,,� 0. I � .. � . . . ...- I � �.. . . -. 1 .!IT�mm 1. � '. . , .. . . I . . . . I . � . . . !' . --�'IFT�,��----"�..�,;",.�.,.. - I I .. . . .. . .... .. .1., .. �. . .. . . . ...,I I I ...1.11. .. 1. 1. . I .11 I- p m . . . . 1. . ". r -.1, ......, ... . . w . ., . I - . . . , . . . . . . m . . . . " a Amk� a MAN&- -10604�� )20 JA'�- 0 �� , �A Ws ovils