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HomeMy WebLinkAboutzR-3957SetLO rn 0 0 W M CM it U) U-1 2 O Z O W 0 W 0 W Z Z) U) Ld J HEARING EXAMINERS CONDITIONS OF APPROVAL DECISION The proposed preliminary plat and PUD meets all applicable criteria quoted in this decision and for that reason is APPROVED subject to the following conditions of approval below. The PUD modifications identified in Finding of Fact No. 3 are also approved. 1. The applicant shall comply with the mitigation measures issued as part of the Determination of Non -Significance Mitigated, dated February 27, 2017. 2. The applicant shall submit revised elevation plans with the building permit application that verifies compliance with the maximum wall plate height of 42 feet for each of the two westerly buildings and 32 feet for the other buildings. The revised elevation plans shall be reviewed and approved by the Current Planning Project Manager prior to building permit approval. 3. The applicant shall submit a detailed landscape plan that provides the species, quantity, planting notes, and plant spacing that meets the intent of the required visual barriers identified in the landscape code. The plan shall be reviewed and approved by the Current Planning Project Manager prior to building and/or construction permit approval. 4. The applicant shall submit revised plans with the building permit application that identifies the location of bicycle parking meeting the standards of RMC pp p g p pp Y p g g 4-4-080F.11. The revised plans shall be reviewed and approved by the Current Planning Project Manager prior to building permit approval. 5. The applicant shall submit a revised floor plan with the building permit application that identifies adequate space within the garage for refuse and recycling bins that meet the requirements of the City's contracted garbage and recycling hauler. The floor plan shall be reviewed and approved by the Current Planning Project Manager prior to building and permit approval. 6. The applicant shall submit revised grading plan that identifies the top of wall and bottom of wall elevations verifying walls comply with the 6-foot height limitation. Additionally, the plans shall contain a cut -sheet of wall materials that are to be composed of brick, rock, textured or patterned concrete, or other material approved by the Current Planning Project Manager. The revised grading plan shall be submitted with the construction permit application to be reviewed and approved by the Current Planning Project Manager prior to construction permit approval. 7. The applicant shall submit cut sheets with the landscape plan for the proposed play structure or other active recreation structure approved by the Current Planning Project Manager), picnic table, and bench. These amenities shall be durable and appropriate for northwest climate. The cut sheets shall be submitted with the construction permit application to be reviewed and approved be the Current Planning Project Manager. 8. The programmed recreation areas ( lawn, play area, seating, and pathways) shall be constructed prior to Certificate of Occupancy of the first building. 9. The applicant shall submit a sample of the paver material to be used within the private alley with the construction permit application. The paver material shall have a contrasting color compared with the asphalt surface and be comprised of brick or stone (or similar material as approved by the Current Planning Project Manager), and shall be reviewed and approved by the Current Planning Project Manager prior to construction permit approval. 10. The applicant shall submit cut sheets with the construction permit application for the planter boxes in the private alley. Additional planter boxes may be required depending on space constraints with alley. The cut sheets shall be a component of the detailed landscape plan submitted with the construction permit application to be reviewed and approved by the Current Planning Project Manager. 11. The applicant shall submit a sign package as a component of the private alley/woornerf that compliments the overall development with addresses, building numbers, and wayfinding. The sign package shall be submitted with the construction permit application to be reviewed and approved by the Current Planning Project Manager prior to construction permit approval. 12. The applicant shall submit a materials board with the building permit application for review and approval by the Current Planning Project Manager prior to building permit approval. 13. The applicant shall submit a lighting plan that includes a photometric calculation of average foot-candles that adequately provides for public safety without casting excessive glare on adjacent properties. Pedestrian scale and downlighting shall be used in all cases to assure safe pedestrian and vehicular movement. Cut sheets of decorative sconces and other pedestrian level lighting shall be provided with the plan that compliments to woonerf, common open space, and new residences. The lighting plan shall be submitted with the construction permit application to be reviewed and approved by the Current Planning Project Manager prior to construction permit approval. 14. The applicant shall establish a Homeowners Association (HOA) for the development that would be responsible for all common improvements within Tract A. All common facilities, not dedicated to the City, shall be permanently maintained by the PUD HOA. The Covenants, Conditions, and Restrictions (CC&Rs) shall provide that if the HOA fails to properly maintain the common facilities and integral elements of the City may do so at the expense of the association. The CC&Rs shall also provide that the provisions pertaining to the obligation to maintain common areas shall not be amended without approval of the City of Renton. The applicant shall provide draft CC&Rs and HOA incorporation documents for review and approval by the Current Planning Project Manager prior to issuance of any occupancy permit. 15. The applicant shall submit revised elevations with the building permit application that clearly identifies compliance with the minimum 4-1/2' wide dimension of the required weather protection. The revised plan shall be reviewed and approved by the Current Planning Project Manager prior to building permit approval. 16. The applicant shall submit a revised landscape plan with the construction permit application that provides additional planters where adequate space is available along Buildings 3 and 4. The revised landscape plan shall be reviewed and approved by the Current Planning Project Manager prior to construction permit approval. 17. The applicant shall submit revised floor plans and site plans the provide specific calculations and dimensions of the requirement private usable abutting open space that is compliant with the 100-square foot minimum area per lot or that provide for alternatives to the 100-square foot requirement as proposed in Ex. 28. The revised plans shall be submitted with the building permit application to be reviewed and approved by the Current Planning Project Manager prior to building permit approval. 18. The applicant shall submit revised elevation plans for the unattached elevations for Units A and B that either provide additional articulation and/or modulation that comply with the 20-foot maximum interval requirement or that provide for features that substitute for modulation as authorized by RMC 4-3-100(E)(5). The revised elevation plans shall be submitted with the building permit application to be reviewed and approved by the Current Planning Project Manager prior to building permit approval. 19. The applicant shall submit revised elevation plans with the building permit application that provide detail of proposed enhancement techniques for the cast -in -place planters on Buildings 1 and 2. The revised plans shall be reviewed and approved by the Current Planning Project Manager prior to building permit approval. 20. Prior to the issuance of any occupancy permit, the developer shall furnish a security device to the City in an amount equal to the provisions of RMC 4-9-060. Landscaping shall be planted within one year of the date of final approval of the planned urban development, and maintained for a period of two (2) years thereafter prior to the release of the security device. A security device for providing maintenance of landscaping may be waived if a landscaping maintenance contract with a reputable landscaping firm licensed to do business in the City of Renton is executed and kept active for a two (2) year period. A copy of such contract shall be kept on file with the Development Services Division. Landscaping shall be maintained pursuant to requirements of RMC 4-4-070. 21. Prior to the issuance of any occupancy permits, all common facilities, including but not limited to utilities, storm drainage, streets, recreation facilities, etc., shall be completed by the developer or, if deferred by the Planning/Building/Public Works Administrator or his/her designee, assured through a security device to the City equal to the provisions of RMC 4-9-060. 22. Maintenance: All common facilities not dedicated to the City shall be permanently maintained by the planned urban development owner, if there is only one owner, or by the property owners' association, or the agent(s) thereof. In the event that such facilities are not maintained in a responsible manner, as determined by the City, the City shall have the right to provide for the maintenance thereof and bill the owner or property owners' association accordingly. Such bill, if unpaid, shall become a lien against each individual property. 23. All road/woonerf names shall be approved by the City. 24. Sanitary sewers shall be provided by the developer at no cost to the City and designed in accordance with City standards. Side sewer lines shall be installed eight feet (8') into each lot if sanitary sewer mains are available, or provided with the subdivision development. 25. Concrete permanent control monuments shall be established at each and every controlling corner of the subdivision. Interior monuments shall be located as determined by the Department. All surveys shall be per the City of Renton surveying standards. All other lot corners shall be marked per the City surveying standards. The subdivider shall install all street name signs necessary in the subdivision. 26. Where circumstances warrant, Public Works staff may require one or more public crosswalks or walkways of not less than six feet (6) in width at locations deemed necessary. 27. All lot corners at intersections of dedicated public rights -of -way, except alleys, shall have minimum radius of fifteen feet (15'). 28. All utilities designed to serve the subdivision shall be placed underground. Any utilities installed in the parking strip shall be placed in such a manner and depth to permit the planting of trees. Those utilities to be located beneath paved surfaces shall be installed, including all service connections, as approved by the Public Works Department. Such installation shall be completed and approved prior to the application of any surface material. Easements may be required for the maintenance and operation of utilities as specified by the Public Works Department. 29. Easements may be required for the maintenance and operation of utilities as specified by the Public Works Department. Decision issued April 25, 2017. SEPA CONDITIONS A. PROJECT CONSTRUCTIONS SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN GEOTECHNICAL ENGINEERING REPORT COMPLETED BY E3RA, INC. (DATED APRIL 16, 2015) OR UPDATED REPORT SUBMITTED AT A LATER DATE. B. THE APPLICANT SHALL APPLY FOR A CRITICAL AREA VARIANCE, FROM RMC 4-3-050, CRITICAL AREAS REGULATIONS, IN ORDER TO ENCROACH INTO THE PROTECTED CRITICAL SLOPE OR APPLY FOR A MODIFICATION TO ALTER THE GEOLOGICALLY ORDER TO ENCROACH INTO THE PROTECTED CRITICAL SLOPE OR APPLY FOR A MODIFICATION TO ALTER THE GEOLOGICALLY HAZARDOUS CRITICAL AREA IN ACCORDANCE WITH RMC 4-3-050J, PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. Know what's below. Call 48 hours before you dig. �� DUNCANSON '- 29647 vt Company, Inc. 145 SW 155th Street, Suite 102 S� Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 WEST, W.M. SUNSET'S EDGE TOWNHOMES LEGAL DESCRIPTION TAX PARCEL 3119900005: TRACT 1, HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 34 OF PLATS, PAGE 38, RECORDS OF KING COUNTY, WASHINGTON. TAX PARCEL 3119900010: THE SOUTH 50 FEET OF TRACT 2, HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 34 OF PLATS, PAGE(S) 38, RECORDS OF KING COUNTY, WASHINGTON. TAX PARCEL 3119900011: ALL THAT PORTION OF TRACT 3, HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 34 OF PLATS, PAGE 38, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 50.00 FEET THEREOF; AND THAT PORTION OF THE NORTH 50 FEET OF TRACT 2, HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 34 OF PLATS, PAGE 38, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2, SAID POINT BEING ALSO ON THE WEST MARGIN OF SUNSET BOULEVARD N.E. (SUNSET HWY.). AS NOW ESTABLISHED AND SAID POINT BEING A NON TANGENT POINT ON A CURVE TO THE LEFT FROM WHICH POINT THE RADIUS OF SAID CURVE BEARS SOUTH 78°23'41 " EAST AT 985.37 FEET; THENCE ALONG THE EAST LINE OF SAID TRACT AND ALONG SAID CURVE AND MARGIN, THROUGH A CENTRAL ANGLE OF 2`5718", AN ARC DISTANCE OF 50.82 FEET TO A POINT OF NON TANGENCY FROM WHICH POINT THE RADIUS OF SAID CURVE BEARS SOUTH 81 °20'59" EAST AT 985.37 FEET, SAID POINT BEING ALSO THE SOUTHEAST CORNER OF THE SAID NORTH 50 FEET OF TRACT 2; THENCE SOUTH 89°51'00" WEST, ALONG THE SOUTH LINE OF SAID NORTH 50 FEET, 185.11 FEET TO THE SOUTHWEST CORNER OF SAID NORTH 50 FEET; THENCE NORTH 15°10'30" WEST ALONG THE WEST LINE OF SAID TRACTS 2 AND 3, A DISTANCE OF 103.54 FEET TO THE NORTHWEST CORNER OF THE SOUTH 50.00 FEET OF SAID TRACT 3; THENCE NORTH 89`51 '00" EAST ALONG THE NORTH LINE THEREOF 126.55 FEET; THENCE SOUTH 00°09'00" EAST 50.00 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 2; THENCE NORTH 89°51'00" EAST ALONG SAID LINE 94.47 FEET TO THE POINT OF BEGINNING. ALSO KNOWN AS LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 95-154 LLA RECORDED ON NOVEMBER 16, 1995 AS RECORDING NO. 9511169011, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. GEOTECH N I CAL REFERENCE ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY E3RA, APRIL 16, 2016, PROJECT NO. T15034. SPECIAL ATTENTION IS CALLED TO SECTION 4 FOR SITE AND SUBGRADE PREPARATION. TRACT TABLE TRACT PURPOSE AREA (SF) AREA (AC) A ACCESS, UTILITIES, & 25,008 0.57 OPEN SPACE I141ed1\IWOULVA/_'I11010 WATER: CITY OF RENTON SEWER: CITY OF RENTON FIRE: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT NO. 403 ELECTRICITY: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY PHONE: CENTURY LINK CABLE: COMCAST CONSTRUCTION RECORD DRAWING - I HEREBY DECLARE THAT THIS PLAN SET CONTAINS CONSTRUCTION RECORD INFORMATION THAT IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED. SURVEYED: JMB SCALE: SEE PLANS 4 ADDED AS -BUILT INFORMATION DAS 10/11/21 HMD DESIGNED: HMD 3 PER CITY COMMENTS LTK 9/8/17 HMD 2 PER RESUBMITTING SCREENING LTK 7/18/17 HMD DRAWN: HMD ONE INCH 1 PER CITY COMMENTS LTK 7/12/17 HMD CHECKED: HMD AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: HMD VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 0VD►8a 1 tiF z .O w �yF Q LLi ' z w w 2 m o Q NE 9TH PL. o w _0NE 9TH ST. co NE �T H SITE ST NOT TO SCALE ro Ln 0 N 0 0 CONTACT INFORMATION OWNER: TOTTENHAM, LLC 00 50 116TH AVE SE, STE 111 0 BELLEVUE, WA 98004 0 425-898-2300 0 ARCHITECT/APPLICANT: CITIZEN DESIGN CONTACT: JACOB YOUNG �O 46 ETRURIA STREET, SUITE 201 SEATTLE, WA 98109 206-853-8055 Q JYOUNGOCOLLABORATIVECO.COM D ENGINEER/SURVEYOR: DUNCANSON COMPANY, INC J 145 SOUTHWEST 155TH STREET, #102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON 206-244-4141 SITE INFORMATION r�__ SITE LOCATION: 701-707 SUNSET BOULEVARD NE 0 RENTON, WA 98056 O TAX LOTS: 311990-0011 & -0010 & -0005 0 SITE AREA: 42,126 SF (0.97 AC) O NET SITE AREA: 37,244 SF (0.86) AC (AFTER DEDICATIONS) ZONING: RMF PROPOSED UNITS: 15 PROPOSED DENSITY: 17 DU/AC TOTAL AREA DISTURBED 39,225 SF (0.90 AC) SITE NEW IMPERVIOUS 12,622 SF SITE REPLACED IMPERVIOUS 8,489 SF MAX IMPERVIOUS ALLOWED 75% (27,933 SF) SITE TOTAL IMPERVIOUS 21,111 SF R.O.W. NEW IMPERVIOUS 1,248 SF R.O.W. REPLACED IMPERVIOUS 2,240 SF R.O.W. TOTAL IMPERVIOUS 3,488 SF TOTAL PROJECT IMPERVIOUS 24,599 SF SHEET INDEX C1.1 COVER SHEET C1.2 HORIZONTAL CONTROL PLAN C1.3 TESC PLAN C1.4 TESC DETAILS C1.5 GRADING & DRAINAGE PLAN C1.6 ROADWAY & DRAINAGE PLAN C1.7 GRADING & DRAINAGE PROFILES & SECTIONS C1.8 GRADING & DRAINAGE PROFILES & DETAILS C1.9 GRADING & DRAINAGE DETAILS & NOTES C1.10 STANDARD DETAILS U1.1 COMPOSITE UTILITY PLAN C2.1 SEWER PLAN C2.2 SEWER PROFILES C2.3 SEWER DETAILS & NOTES C3.1 WATER PLAN C3.2 WATER PROFILES C3.3 WATER DETAILS & NOTES C4.1 STREET LIGHTING PLAN SV1 EXISTING SITE SURVEY E1 ELECTRIC SERVICE SCHEMATIC BENCHMARK IS "SMAI" NGS GPS CORS STATION. ELEV = 449.6' C TY OF RENTON Planning/Building/Public Works Dept R-395701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: SUNSET'S EDGE TOWNHOMES 5/1/17 COVER SHEET FIELDBOOK: PAGE: 701-707 SUNSET BOULEVARD NE, RENTON, WA C1.1 SUNSET'S EDGE TOWNHOMES SHEET: 1 OF:10 DCI PROJECT NO. 15375 ti Lid co 0 LU 2 O Z O LU 0 0 LU W LU 0 Z D W O r LLJ ti M w 75 O z O I- W 0 0 w W w W z W n J J a Z J CITY OF RENTON "RENT71" N8933'14"W 1325.20'(M) CITY OF RENTON "RENT57" (SURVEY CONTROL DCI-19) N89 33'18 9* 1325.22(CI OF RENTON) (SURVEY CONTROL DCI-91) FOUND 3" DIA. BRASS DISK W/ PUNCH IN DOWN 0.60' , FOUND BRASS DISK W/ PUNCH N89°18 45 E 1325.90 (P) CONCRETE IN CASE, 1325.25(R3) IN 4"X4" CONCRETE IN CASE, N89 33'18"E (JUNE 2015) _ N893234"W 1325.31'(R4) _ DOWN 0.4' (JUNE 2015) 1 NE 12TH ST. (BASIS OF BEARING) MONUMENTED LINE IS THE EXTENSION OF N005844 E 1751.93(M) THE EAST RIGHT-OF-WAY LINE OF EX 10' UTIL EASEMENT N0009'00"W 1752.46(P) ABERDEEN AVE NE REC # 7709060794 N00709 00 W 1751.96 (R2) N0059'19"E 1751.87(R4) / N00°09'00"W 1751.96(R5) FOUND 1 1/2" BRASS BRASS DISK W/ "X" W IN CONCRETE IN CASE, DOWN 0.70' z (JUNE 2015) EX 10' UTIL EASEMENT Z REC # 7709060791 o / W 1 CQ FOUND 2 1/2" LEAD DISK WITH BRASS TACK IN CONCRETE IN CASE, DOWN 2.75' / (JUNE 2015) N rn �� Nd- vO[7cNt-- Q 0 0 + S89°01'16"E I - 126_ . f00 0 10' PUBLIC WATER ESMT W/ 5' BSBL i \ \ ALIGNMENT=NE 7TH CT STATION=7+44.40 OFFSET=0.00Li O N z \ \ o � 15' PUBLIC SEWER EASEMENT, TYP - N ALIGNMENT=ENTRANCE RAMP STATION=2+25.49 / L0 a' OFFSET=0.00 z N NORTHING=183944.29 EASTING=1304501.11 41 CRYSTAL HEIGHTS 30 TOWNHOMES CONDOMINIUM 30'-j \ VOL 164, PG 16-23 FOUND LEAD & TACK l W/WASHER L.S. #18077 0.69'W & 0.60'N OF CALC'D ( FOUND IRON PIPE N00°58'44"E 0.09'E & 0.92N OF CALC'D FOUND REBAR &CAP N89 01'16"W 50.00' "C&C" L.S. #18077 0.15'W & 0.55N 126.55' OF CALC'D L2 Z' TAX LOT 6056500100 a; TAX LOT 93.64' FOUND REBAR & CAP 3119900020 "C&C" L.S. #18077 FOUND 1/2" REBAR, NO CAP , L=69.13' 0.08'E & 0.80'N OF CA CD BENT W'LY-SHOT AT BEND N A=00401'11" 0.05'W OF CALC'D BOUNDARY Qr o; l FOUND 2" DIA BRASS DISK W/ FOUND IRON PIPE BENT N'LY--SHOT AT BEND 0.58'W & 0.42S OF CALC'D---. 122.36' N8931'46" TAX LOT 6056500400 FOUND REBAR & CAP "EWING" L S #11926 PUNCH IN CASE, DOWN 0.50' (JUNE 2015) ' 9.5' RIGHT OF WAY DEDI CA TION W 381.66(C) N89 51'00"W 381.66(R1) NE„ N89 20'30"E 381.63'(P) I NE=h ST 0.40'E & 0.50'S OF CALC'D 30- 30' I GRAPHIC SCALE 100 0 50 100 200 400 Know what's b@IOW. Call 48 hours before you dig. ( IN FEET ) 1" = 100' (22x34) 1" = 200' (11X17) NETWORK CONTROL DUNCANSON Company, Inc. 3 PER CITY COMMENTS 2 PER RESUBMITTING SCREENING 145 SW 155th Street, Suite 102 Seattle, Washington 98166 1 PER CITY COMMENTS Phone 206.244.4141 Fax 206.244.4455 N 0. REVISION ALIGNMENT=NE 7TH CT STATION=8+17.82 OFFSET=0.00 NORTHING=184017.24 EASTING=1304509.49 5' BSBL S89°01'37"E NORTHING=183944.29 - - 83.93' 1A - T 15 864 SF `o #1948 0 NI 14 864 SF #194 2 34.92' NE 7T H C i N0 T .(PRIVATE) 3 +N'o864 SF #1911 N 2 864 S #1917 0N1F \ 11 861 SF #1923 10 42. 92' \ \ 866 SF #1929 24.00' \ 9 \ 909 SF #1935 N \` 24.00, 31' PUBLIC WATER AND SEWER EASEMENT ALIGNMENT=NE 7TH CT STATION=6+13.90 OFFSET=0.00 NORTHING=183814.65 EASTING=1304486.24 1 SURVEYED: JMB DESIGNED: HMD LTK 9/8/17 HMD LTK 7/18/17 HMD DRAWN: HMD LTK 7/12/17 HMD CHECKED: HMD BY DATE A P P R APPROVED: HMD GRAPHIC SCALE 20 40 ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) SCALE: SEE PLANS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY zo 46.25 rn i In 738 SF 8 00 I #1952 2 738 SF I #1958 I N 3 I N 807 SF TR A I #1964 1 5,0 8 SF 40•00, I VATE 10' BSBL - S83° 26' 00.06"E 15' PUBLIC 69.29' - W SEMENT CD + 25.8' PUBLIC WATER & I SEWER EASEMENT, TYP. 40 00' I 4 808 SF cv I #1965 N 7100 I 5 737 SF #1959 w w o, 48'G r� d V c0 0 F 770 Sz N #1953 I� c0 7 zl 738 SF #1947 >,i i 112. 76' 89°3-� 6-�00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 w►w W 8 _ 808 SIF N I #1941 0 N 15' BSBL BENCHMARK IS "SMAI" NGS GPS CORS STATION ELEV = 449.6' %R CITY OF RENTON Planning/Building/Public Works Dept 39.5' ' J 14 00 M �M 7i uj °p R955.37' 'r 13t00 ALIGNMENT= NTRANCE RAMP 9.5' R/W STATION=2+94.78 DEDICATION OFFSET=O. L NORTHING= 83936.37 EASTING=1 04569.95 30' 30' PC MON IN CASE STA 12+ 1.06 SITE TB TOP OF MON S81 ° 18 ` I ELEV = 184.38 �` 8.62 »E 69.50, ALIGNMEN =ENTRANCE RAMP (� STATION= +34.28 OFFSET= .00 NORTHIN=183930.40 EASTING-1304609.00 12 00 i W Q0 00 O O O Q0 7- 1 Q 61 z u� H ti 11 � co NE 7T RECORD DRAWING - HST w NO CHANGESR-395702_ ' 2 o IN COMPLIANCE WITH CITY OF RENTON STANDARDS = z DEVELOPMENT ENGINEERING ff t a O rnair 10/24/2017 DIV I-- fW V 0 w DATE: U) SUNSET'S EDGE TOWNHOMES 5/1/17 HORIZONTAL CONTROL PLAN PAGE:OOK: W PAGE: DRAWING N0: ' Az 701-707 SUNSET BOULEVARD NE, RENTON, WA C1.2 SUNSET'S EDGE TOWNHOMES SHEET: n OF: 10 UJ DCI PROJECT NO. 15375 EROSION CONTROL NOTES LO co it 0 W 2 0 Z 0 I- �Wn V 0 w U) W W Z Z) W J J a Z J 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre -construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st trough March 30th) or seven days during the dry season (April 1st tough September 30) shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 14. During the time period of October 1st through March 30th, all project distributed soil areas greater, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. RECOMMENDED CONSTRUCTION SEQUENCE EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Construct sediment ponds and traps. 8. Grade and stabilize construction roads. 9. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 10. Maintain erosion control measures in accordance with Appendix D of the Surface Water Design Manual and manufacturer's recommendations. 11. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the City's Erosion and Sediment Control Standards. 12. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 13. Stabilize all areas that reach final grade within seven days. 14. Seed or sod any areas to remain unworked for more than 30 days. 15. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed if appropriate. SWPPS NOTES 1. PROVIDE PLASTIC COVERING OR OTHER SUITABLE MEANS FOR KEEPING RAINFALL AND RUNOFF OFF OF POTENTIALLY POLLUTING MATERIALS AND WASTES. 2. LIGHTING IS REQUIRED IF FUELING (PROVIDED BY SERVICE TRUCKS) OCCURS AT NIGHT. 3. DRIP PANS OR PLASTIC SHEETING IS REQUIRED WHEN EQUIPMENT MAINTENANCE IS PERFORMED ON -SITE. 4. CONTRACTOR SHALL DEVELOP A SPILL PREVENTION PLAN AND MAINTAIN APPROPRIATE SPILL RESPONSE SUPPLIES FOR ANY TOXIC OR HAZARDOUS LIQUIDS STORED OR USED ON SITE. SWPPS NOTE: THE CONTRACTOR SHALL DEVELOP A STORMWATER POLLUTION PREVENTION AND SPILL PLAN AND MAINTAIN APPROPRIATE SPILL RESPONSE SUPPLIES FOR ANY TOXIC OR HAZARDOUS LIQUIDS STORED OR USED ONSITE. GEOTECH N I CAL REFERENCE ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY E3RA, APRIL 16, 2016, PROJECT NO. T15034. SPECIAL ATTENTION IS CALLED TO SECTION 4 FOR SITE AND SUBGRADE PREPARATION. Know what's b@IOW. Call 48 hours before you dig. I I PIPE SLOPE DRAIN 1 I N PROVIDE TREE PROTECTION FENCING AT TREES TO BE RETAINED PER LANDSCAPE PLAN WFT SFARON ORSFRVATION Based on the site explorations, it is our opinion that site grading during the 'Wet season"is feasible at this site. In general, all grading performed during the 'Wet season"should comply with the recommendations for site preparation presented in the April 16, 2015 geotechnical This should also include: • Daily inspections by a representative of MGI while grading activities are occurring to confirm that the grading and project are in compliance with all conditions of the permit; • Submission of field reports by the MGI field representative at regular intervals (e.g. weekly) documenting that the temporary erosion and sediment control plans are in place and functioning as intended; • Written field report documentation from the MGI representative after every rainfall in excess of one-half (0.5) inch in a 24-hour period to confirm that the grading and site soils remain in stable condition; and • Weekly or bi-weekly follow up monitoring reports after grading is completed and the site is stabilized, but before the geotechnical special inspector has submitted the certification that final erosion control measures have been installed. DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SILT FENCE PROPOSED BUILDING \ 7S \`�```\'76 ­7 `76 �j6 co MPi� 0, 2� d- O� � STOCKPILE LOCATION FIELD COORDINATE. DS22 PROVIDE SEED AND/OR MULCH OR PLASTIC COVERING AS APPROPRIATE. SEE NOTES GRAPHIC SCALE 20 0 10 20 40 80 3 PER CITY COMMENTS LTK 2 PER RESUBMITTING SCREENING LTK 1 PER CITY COMMENTS LTK NO. REVISION BY ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) SURVEYED: JMB DESIGNED: HMD 9/8/17 HMD 7/18/17 HMD DRAWN: HMD 7/12/17 HMD CHECKED: HMD DATE A P P R APPROVED: HMD SCALE: SEE PLANS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 N W �D / / a CC) / /CC) \ / /� b U DF16 l CE20 1 � i I / I I I I b I I ' I I I I I I I / b I I ' I I I J b I I I PROVIDE CRUSHED ROCK SURFACING FOR CONSTRUCTION ACCESS & PARKING AREAS II o II 'ku , II II � QCONSTRUCTION ENTRANCE 3 C1.4 J II 1--bk I 5'x10'x1' DEEP MIN LINED SUMP FOR CONC WASHOUT \. RECORD DRAWING NO CHANGES R-395703 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BENCHMARK IS "SMAI" ESURFA:CE WATER UTILITY DEVELOPMENT ENGINEERING t�' NGS GIPS CORS STATION. a 10/19/2017 rnair 10/24/2017 ' ELEV = 449.6' CITY OF RENTON f."R vuor Planning/Building/Public Works Dept SUNSET'S EDGE TOWNHOMES 5/1/17 T E S C PLAN FIELDBOOK: PAGE: DRAWING NO: 701-707 SUNSET BOULEVARD NE, RENTON, WA C1.3 SUNSET'S EDGE TOWNHOMES SHEET: Z OF: 10 ro LO 0 N 0 0 r__ 1 Q0 00 0 0 0 1 QD Q 0 No ti L(� co W 2 O Z O I- W 0 W rWn V Z D U) DCI PROJECT NO. 15375 uM7 K1 �r1 t V W 2 O 2 Z O I- CW'^/ V W rn C_/ I- �W^ v ) Z 'Z) v ) .JQIryT$ IN FlLTFl! FABRIC SHALL EIE SPMEp AT POSTS. USE STAPLES, WIRE R1N4S, OR Ghl,Rra, cur rn ariu�c, caYor'rn ones B• MAK u � POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING III USED TcT BY 16 G.. WRiE OR EQLINALENT, IF $TANOARU STRENGTH FABRIC 090 FILTERFABRIG YINMM W)W TRENCH -FILL-111YITH NATIVE BOIL 25N- WOOD POSTS, STEB, FENCE POSTS, RE13AR. OR EQUNALENT 1 NOT= 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWN SLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2, DESIGN AND INSTALLATION SPECIFICATION$ P.1, THE OECITEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE Al aV MITl4 .15 rOR PLi r ILM Rr15 [ASrM Ok151I Im Alp/frOR OTNER IAML% d'AUR N AMI MVITV ASTM hN1 m lmG .I NkNI1M 120 I.M. MN. FOR DI TNA'i IsENGX FAahk riAAR TENSIIESTRENCIfTIASirRpNli} lBatn MAR. FCR STA"LIARD SME NGHr FABRK 4"M 1 114i11 k I I�'�. ••.• •-M X ,.'IN Wk Vll)"IF :I 22 STANDARD STRENGTH FABRIC REQUIRES WIRE SACKING TO INCREASE THE STRENGTH Or THE FENCE- WIRE SACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE- 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4, IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOTALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE, 3. MAINTENANCE STANDARDS 3.1, ANY DAMAGE SHALL BE: REPAIR IMMEDIATELY- 3.2. IF CONCENTRATES) FLOES ARE EVIDENT UPHILL 00 THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND, S,3, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRI ER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4, SEDMENT MOST BE REMOVED WHEN SEDIMENT IS 0 INCHES HIGH. 3.5. IF THE FILTER FABRIC {GEOTEXTIL.E] HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. 8+,��+ PUBLIC WORKS SILT FENCE SM. PLAN - 214.00 �J DEPARTMENT - MARCH 2O08 SILT FENCE NTS x g3 3 2J1 MAX SLOPE DIRE MATERIAL CDMPACrED SQ 4 MODIFIED PROCIRDR xMIN. - - ______i11v, `M, _I I I I tT a I III-T De[E SPACING DEPENDS ON SLOW GRADIWr NOTES 1. CONDITION OF USE 1.1. REQUIRED AT 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3if:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF- 1.1-2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW, IO 2. DESIGN AND INSTALLATION SPECIFICATNS 2.1. FOR SLOPES STEEPER THAN 2H1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR DIKES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP- 23. CONSTRUCTION TRAFFIC OVER TEMPORARY DIKES SHALL BE MIN IMIZFD. i MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF. THE CAPACITY ANDIOR FREQUENCY OF THE DIKES SHALL BE INCREASED. + ■� + PUBLIC WORKS INTERCEPTOR DIKE STD. PLAN - 217.00 7& DEPARTMENT MARCH 2O08 AVERACESLOPE 5l6PEPlRCENT FLOWPATNLEHGIH i014-3V }5r% jpQ FEET 26r0 H:1V "I" 3009fET 4 Tf11D H:3V 3475% 1pp FEET : rD a H sY 25-5aM w FEET INTERCEPTOR DIKE Know what's below. Call 48 hours before you dig. NTS ....II s MRx DRAINAGE (.STATE I SIN GRATE FRAME .a SEDIMENT AND DEBRIS O OVERFLOW BYPASS BELOW INLET PRATE DEVICE FILTERED WATER 'o o' SCT{OH VIEW DRAINAGE GRATE -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM [CYP.} BELOW INLET GRATE DEVICE CVEqFLpV,r BYPASS (-yp,] ISOMETRIC VIEW NOTES 1- Slze the BeNJw Inlet Grate Devlce (BIGD) Mr the slnrm water structure it wlll servlce- 2. The BIGD shall have a h1tiR-in higlt_flow relief system [overflow hypassj- 3. The retrieval system muss allow removal of the BIGD wktlloAR s{IIIIfrtO the collected material. 0.- Perform malrktenance 3n accordance with Standard SpecAnationSk1.3{75]. ■ � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 � 1=�• j + DEPARTMENT MARCH 2008 CATCH BASIN FILTER DUNCANSON Company, Inc. 145 SW I551h Street, Striae IOl Seattle, Washington 98166 Phone 2015.244.4141 Fax 206.244.4455 NTS DRIVEWAYS SHALL BE PAYED W THE EDGE OF Ii.p.W PRIOR TO R1$TALLATFpN OF TFIE CONSTRUCTIpN ENTRANCE TO AVOID pA1aAr111G or• THE RQRgwAr IT IS FLECGMMENOW THAT THE ENTRANCE HE (.YtQINryEO $O THAT R1INCFF DRiR N$ OFF THE PRO IN3TALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS i"4r, QUARRY SPREES GEDTFXTILE 6� a Tr MIN. rnlawEss PRomDE FULL xeon+aF NOTES I14GRE951EORE$$ AREA 1. CON01710N OF 135E 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 7,000 FEET OF THE 3CCE. GARB FkN51If ATRf BN(iTH fA51M 0473Y) 300 PSI MIN. GAAR FIN SIIC EIOHGATION ASTM 04632 Ii}76 MA7f. MULIiN pLIkSi STRENGTH ASIA,1Dln9b RtlA 4L10 P51 MIN. A05 I AYS M Dd7511 24431 U.S. S iANDARO 51 F V E 512E 2. DESIGN AND INSTALLATION SPECIFICATIONS 2,1- HOG FUEL (WOOD BASED MULCH) MAY BE SUEIS 71TU7EO FOR OR COMBINED WITH QUARRY SPACES IN ARES THAT WILL SOT BE USED FOR PERMANENT ROADS. HOG FUEL 1S NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPACES IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM 9EING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2- FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CDN$TRUCTkON ENTRANCE. 2.3- WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE-THIS CAN SUBSTANTIALLY INCREASE THE EFFECTNENE55 OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. d. NWNTENANGE STANDARDS 3.1. QUARRY SPACES SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE Wirth THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES 70 KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED- THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH- IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKER 4Ni0 PAVEMENT SHALL BE REMOVED IMMEDIATELY 8Y SWEEPING. THE SEDIMENT COLLECTED 8Y SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL N07 8E CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE l5 A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4, ANY QUARRY SPACES THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5- IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE[S], FENCING SHALL BE NSTALLED TO CONTROL TRAFFIC. 9 DR(E MATERIAL COMPACT® Box MGDIFIFn PROCTOR CORRUGATED METAL. CPEP _ OR EQUIVALENT PIPE INTERCEPTOR °'w ' II �IIl111=11� - _ PROVIDE RIRRIIP PM OR EQUIVALENT EI>tTTDY p133APATADN DISCHARGE TO A STA8ILIIE9 STANDARD FLAREDWRTER✓;(1UR$E, $EDINENT RETEryTIpN ._U SEGTph FACILITY OR 8TAERLi2E6OIIILET _ INLET AND ALL SECTIONS MUST IRE $EOURELV FASTENED TOGETHER WITH dASKETED WATER110Hi FITTIN0.4 NOTES 1. CONDITION OF USE 1.1, SHOULD BE USED TO CARRY CONCENTRATE) RUNOFF DOWN 57>_EP SLOPES WITHOUT CAUSING EROSION, OR SATURATION OF SLIDE -PRONE SOILS- 1.1. WHEN A TEMPORARY OR PERMANENT STORMWATER CONVEYANCE IS NEEDED TO MOVE WATER DOWN A STEEP SLOPE TO AVOID EROSION. 1.11. MAY BE USED TO DIVERT WATER AWAY FRpA'1 OR OVER BARE SAIL TO PREVENT GULLIES, CHANNEL, AND SATURATION OF SLIDE PRONE SOILS- 2. DESIGN AND INSTALLATION SPECIFICATIONS 21. THE MAXIMUM DRAINAGE AREA ALLOWED FOR ANY SITED PIPE IS 70 ACRES. FOR LARGER AREAS MORE THAN ONE PIPE SHALL BE USED OR A ROCK -LINES CHANNEL HALL BE INSTALLED. 2.2. THE SOIL AROUND AND UNDER THE PIPE AND ENTRANCE SECTION SHALL BE THOROUGHLY COMPACTED. 2-3, THE FLARED INLET SECTION SHALL BE SECURELY CANNECTED TO THE SLOPE DRAIN AND BE FUSED DR WELDED, DR HAVE FLANGE -BOLTED MECHANICAL JOINTS TO ENSURE WATERTIGHT 2A. SLOPE DRAINS SHALL BE CONTINUOUSLY FUSED, WELDED OR FLANGE -BOLTED MECHAHICALJOINT PIPE SYSTEM WITH PROPER ANCHOR 7O THE SOIL. 2.5, WHERE THE SLOPE DRAIN CROSS STEEP SLOPE HAZARD AREA OR THEIR ASSOCIATED 6UFFERS, THE INSTALLATION SHALL 8E IN THE GROUND SURFACE -ANY AREA DISTURBED DURING INSTALLATION AND MAINTENANCE RIK15T BE IMMEDIATELY STABILIZED. 3. MAINTENANCE STANDARDS 3.1. THE INLET SHALL NOT BE UNDERCUT OR BYPASSED BY WATER- IF THERE ARE PROBLEMS, THE HEAD WALL SHALL BE APPROPRIATELY REINFORCED. 3.2. NO EROSION SHALL OCCUR ON THE OUTLET PAINT. IF EROSION OCCURS ADDITIONAL PROTECTION SHALL BE ADDED. PUBLIC WORKS PIPE SLOPE DRAIN ST'0. PLAN - 217.90 •��• DEPARTMENT' MARCH ZOOS PIPE SLOPE DRAIN 3 PER CITY COMMENTS 2 PER RESUBMITTING SCREENING 1 PER CITY COMMENTS N0. REVISION NTS PUBLIC WORKS STABILIZED STD. PLAN - 81$.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O0B CONSTRUCTION ENTRANCE SEAL SURVEYED: JMB DESIGNED: HMD LTK 9/8/17 HMD LTK 7/18/17 HMD DRAWN: HMD LTK 7/ 12/ 17 HMD CHECKED: HMD BY DATE APPR APPROVED: HMD NTS 1'OVI7dLOW pfP1Fl 7' DEPTH 2"- RO(X Ol1TROlY CHA}JNEL IF CONSTRUCTED BY 17(UIVATION T SETRING DEPRi 1-6 SEDI MIeHT STORAGE c11�0 FILTER FABRIC FENCING 1' DEPTH 34'-1-1l2" WASHED GRAVEL CROSS SECTION NT$ NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM eSTD./� PUBLIC WORKS SEDIMENT TRAP PLAN - 811.00 + �`J+ DEPARTMENT MARCH ZOOS SEDIMENT TRAP NTS � �' J r� V J RECORD DRAWING � NO CHANGES R-395704 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = Z SURFACE WATER UTILITY %40.:0z�;�4 LEOPMENT ENGINEERINGj, 1j %, rstraka 10/19/2017 nair 10/24/2017 CD 0 _ W W 1988 C1.4 SCALE: SEE PLANS HORZONTALL�NADD1983/1991 � CITY 088 F SUNSET'S EDGE TOWNHOMES DATE: 5/1/17 FIELDBOOK: PAGE: -� RENTON T E S C DETAILS W � DRAWING N0: ONE INCH Planning/Buiding/Pubic works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA 7 AT FULL SCALE WIN ■NVIA U) W z Cn J J J w a z J CB 2, TYPE 2 60" 3 CONTROL STRUCTURE C1.8 RIM = 169.2 169.1 IE _ 166.8 160.2 CB 1, STORMFILTER 48" MANHOLE 1 W/3-18" ZPG CARTIDGES 169.1 RIM = 169 C1.8 IE(E) _ 168.0-IN 159.9 IE(W) = H57.2 OUT 160.2 FLOW CONTROL AND WO NOTE I92\ PROJECT IS VESTED TO 2009 STORMWATER STANDARDS. FLOW CONTROL FACILITY PROPOSED: DETENTION TANKS REQUIRED SIZE OF FLOW CONTROL FACILITY: 4,415 CF SIZE OF FLOW CONTROL FACILITY PROVIDED: 4,896 CF 146 WATER QUALITY REQUIRED IS ENHANCED, BASIC SW. BUT COVENANT RESTRICTING LEACHABLE MATERIALS WILL BE PROVIDED TO ALLOW BASIC WQ. BASIC WATER QUALITY IS PROVIDED BY: STORMFILTER W/ VORTECHS PRE -SETTLING STORMWATER FLOW CONTROL BMP IS PROVIDED BY: PERMEABLE PAVERS g �1 1ST 'o ovs d IE(N) = 160.0 C1 9 / / REQUIRED FLOW CONTROL BMP (10% OF LOT AREAS): 1,224 SF \ \ \ IE(S) = 166.0 14 00 FLOW CONTROL BMP AREA PROVIDED: 2,805 SF ^ I I op ^ 1 12" OUTFALL 1.5 IE=153.0 SEE ARCHITECTURAL AND LANDSCAPE ARCHITECT PLANS FOR OPEN SPACE & SITE AMENITIES H�� MANIFOLD DETENTION TANKS 103 LF - 8FT CMP TOTAL. SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. SEE DETAILS SHEET C1.7 CB 3, TYPE 2 54" RIM-= 169.5 2 J ISTRUCTURE 4, VORTECHS MODEL 1000 0 - T- - - -- - - - - - -- PRETREATMENT DEVICE RIM = �74.9 174.6 / WALL H = 0'-4' \ \m IE _ 167-9-167.1 V / / SIG F �0 SEE STRUCTURAL / o SUMP = 164.0 I p0 A22 MAN CB5, TYPE 2 48" 11.4 III�I1►1111111�1i111 , �� '-�r►/�j� G ►lqx � N �DETAIL .. #1952 BE FLUSH DRY UTILITIES. DESIGN I PAVEMENT p..... �• I J..�........ M 108FSF w RESTORATIONBY PROVIDERS 11 0 .........Z IA \ \ \ 1 861 SF 7 J WALL W/CURB. H=0'-5' \ \ #1923 �0 4 I I\ SEE STRUCTURAL \" \ GF 1186 9 GF �16 1 5 SEE C1.6 FOR J �� MF 186 ROADWAY PLAN S6 \ \ 0 �57 737 SF \ �76 \J� \ \ REMOVE FILL FROM TOP OF \ \ 1 #1959 a , pQ + ❑ \ \ SLOPE SO THAT RELIEF OF \ 10 \' E 75 1 0 I O\ 2\ \ \ \ >40% IS LESS THAN 15' HIGH \\ \ \ 866 SF 1.7 6 c \ #1929 q •6 .0 2 - \ \ GF $g.9 T�5 as \ \ F MF 4 #1953F I DETAIL 6" SDR35 PVC ROOF DRAIN r' \ GF it I 1 = 10 (22x34) COLLECTOR © 2% MIN, TYP C1.7 3� 4 A83'9 738 SIF COORDINATE DOWNSPOUT CONNECTION 9 C::::... #1947 POINTS W/ARCHITECURAL PLAN \� \\ �909\ SF44 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) Know what's below. Call 48 hours before you dig. \ #19 5\ .:.: 4 Q �..... GF 1183.9 �? DETAIL Y \ \ M \J :.: :........ OF 808 SF I C1.5 177.5 BUILDINGS PER \ \ \\ 6 #1 ARCHITECTURAL \ \ o.. . O I PAVEMENT RESTORATION NOTE FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY, PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS. SEE DETAIL 3/C1.6. PE BL 64\ \ \ � ` ,� '� .... + - I/ b PAVEMENT 3 R EA E PAV s6 \ \ r . .................. ,.. GEOTECH N I CAL REFERENCE (FLOW CONTROL�BM ) \ �6 �2� I \ �\ \\ RESTORATION C1.6 ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS I \ CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT \ PREPARED BY E3RA, APRIL 16, 2016, PROJECT NO. T15034. I \ CB6, TYPE1 \ \ O SPECIAL ATTENTION IS CALLED TO SECTION 4 FOR SITE AND 1 STA 6+30.61, 0.00' _ SUBGRADE PREPARATION. WALL ELM PROVIDED DETAIL Y \ RIM = 179-9G 171 18I T I 1 6 0� SEE STREET LIGHTING PLAN, C4.1, I \ IE _ G-168.03 FOR UTILITY CONFLICT. COORD ' M . RELOCATION W PSE & CITY I I 5 ASPHALT RAMP TO +.' / S D MATERIAL Ni 0 TE 17 .44 I I 6" DOWNSPOUT DRAIN 172.50 FLUSH \� CURB I 3' CLEAR \ Eft ALL \ -BEGINSH CU1','B \ � 7 I I/ G DETAIL Z 1 " - 10' 22 34 ( x ) 04 F NI 6 00 NOTE FROM TABLE 4.2.2.A OF 2009 KCSWDM: 0 ROCK LINING SHALL BE QUARRY SPALLS WITH 0 GRADATION AS FOLLOWS: 0 PASSING 8-INCH SQUARE SIEVE: 100% PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAX PASSING 3/4-INCH SQUARE SIEVE 0 TO 10% MAX 7' KAIN FnR 1?" Q 1' ROCK LINING THICKNESS PLAN PLACE ROCK ABOVE CROWN ON ALL SIDES OF CHANNEL 1' MIN. 3: 1 BEVEL---- FLOW A 12" OR 18" LCPE Ln FILTER FABRIC LINER DISCHARGE PIPE 0-) UNDER ROCK PROFILE 1 OU TFALL w NOT TO SCALE EX PAVEMENT EDGE : ..; . ;:... f.::;.::;` SD -SD BENCHMARK IS "SMAI" 80 I I I b STORM DRAIN PIPE MATERIAL IS LINED c� I I . ' ` CORRUGATED POLYETHYLENE PIPE LCPE NGS GPS CORS STATION.0 o I I I I I PROS G''II AL P STs , ..: `.. k�l':....1 00 \ SUCH AS ADS N-12. ( ) ELEV = 449.6' R 3 q,�) 7 n,�) d � �N :fl' a N CONSTRUCTION RECORD DRAWING of 6 ADDED AS -BUILT INFORMATION 5 ADD TRENCH PVMT RESTORATION D U N C A N S 0 N 4 CHANGED PERM PVMT DETAIL NUMBER Company, Inc. 3 PER CITY COMMENTS 145 SW 155th Street, Suite 102 2 PER RESUBMITTING SCREENING Seattle, Washington 98166 1 PER CITY COMMENTS Phone 206.244.4141 Fax 206.244.4455 NO. REVISION DAS 10/11/21 HMD LTK 10/13/17 HMD SURVEYED: JMB HMD 9/26/17 HMD DESIGNED: HMD LTK 9/8/17 HMD LTK 7/18/17 HMD DRAWN: HMD LTK 7/12/17 HMD CHECKED: HMD BY DATE AP P R APPROVED: HMD I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED. SCALE: SEE PLANS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 NAVD 88 C TY OF vR RENTON Planning/Building/Public Works Dept IN COMPLIANCE WITH CITY OF RENTON STANDARDS >z 0 LLI CD I) LiJ DATE: (n SUNSET'S EDGE TOWNHOMES 5/1/17 GRADING AND DRAINAGE PLAN FIELDBOOK: LLJ PAGE: ' ^ DRAWING NO: Z 701-707 SUNSET BOULEVARD NE, RENTON, WA C1.5 SUNSET'S EDGE TOWNHOMES SHEET: 5 OF:10 DCI PROJECT NO. 15375 O 0 LLJ u J ,it i W H N J J W Q z J o W ca �Q zi ^ In 0 M M 0 ��;c M z 0 ;�,c z � ( > Q z 0 z 0 SIDEWALK NOTE 8�. P��� 13{- DEPRESSED SIDEWALK NOT REQUIRED BECAUSE PLANTER STRIP IS 8 FEET WIDE. SEE DETAIL 7 ON C1.10 FOR NOTES AND ADDITIONAL DETAILS. I�Ui31'LitwEitrl>iNT CONCRETELR/VJINAY' F ' - OEPAie' E'EN ENTRANCE - TYP'ES 1C'IB, G28. �� ,�� ,�� {� C3 , and tC-MAX8 }1PIIPITH BAJJFI E#t) DRIVEWAY ENTRANCE 1 NTS 2 3 V r y r = _ �J r SEE COR STD 129 FOR POST INSTALLATION _ r r DETAILS I '� - TYPICAL INSTALLATION Know what's below. Call 48 hours before you dig. STREET SIGN NTS NOTE - 1, S-GNS SHALL BE WNTE LETTERAG ON GREEN BACKGROUND VfITA A 0 2' [ N) BORCEEFLP DOUBLE SIDED. 2. aIGN BLADE ,SHALL 8= 3' .9AIT A: UPA€N€:u. TREATED. 0,180 ^.-AUGE. 1 S-GN SHEETING SHALL BE 3PA IGH=MTENS:T!' P..'iMAATir ORAP-PROVED ECUAL. 4. LETTERING S :A_I BE GUT F°RCM 3M EGTROC _ ;EGA s1_M SE-RIES `170 OR NPPFZONE D EC°.. AL.. 5. F'~I<T SHALL BE FFWA C2000S ; LIIPPER AND .OW ER CASE PER SECTION 2:)A3 CF THE UU.TC.^e B. POST SHALL BE VIN€RSU A CF 2`512z" SQ1JA.QC. TUBE SEE STANDARD DETA.Ir_ 129 FOR "JSTr�I 11- Cti DETAILS. J 00 6 (p 000 - N -17�T- 167.1 1 v 12" SD 1 V DETAIL C1.6 174.25 4. 166.85 ° 166.97 o I M�• ° I .. a°' j• 'd as Q e • TT • � I�• ° •11 /NA\ .4s 1 R2 4 � I 4' Q / d/ STRIPED NOSING STATION=14+12.44 PLANTER STRIP EX PAVEMENT 39.5' 9.5' DEDICATION 1' 3' 8' 8' I 22' - 0.5' 14 001 5' 11 ' \ BIKE yl~ TRAVEL 2; ... -„-i-III-1I �I I ••. �IJ° I 4" CONCRETE SIDEWALK 1' MIN SAWCUT &SEAL I PER COR STD. PLAN 102 VERTICAL CURB & GUTTER 1 I I b o PER COR STD. PLAN 101 I SUBGRADE 8" HMA CL 1 /2 I NOTE: SEE SHEET C1.10 „ I FOR COR STD PLANS 2 CSTC OVER _ I I �. j, I b A I I STA 13+13.50 4 5 I II END CURB, GUTTER & SIDEWALK - I PROVIDE 6' ADA RAMP PER WSDOT F-45,10.02 7 9 I I 738 SF 5' ASPHALT PATH a �$e• ,$� 5 #1952 a a : RAISED PAVEMENT 4 5 I TO EX EDGE OF �I I I MARKERS. 4" RPMS SIDE BY 2 SIDE FOR 8" WIDE STRIPE C1.9 C1.9 PAVEMENT I F o s �.. 1 738 SF 12+79, 27.511 o PROVIDE SMOOTH #1958 t 01 I I RELOCATED STREET LIGHT �2 / TRANSITION TO MATCH 8s I I 6a� NEIGHBORS DRIVEWAY 3 15' UPHILL SIDEWALK WING I / `$ 86�5 I i 807 SF I I v, I I #1964 Ji ,86��.... v, I TYPE 1 YY RPMS @ 3' OC WITH a6� o`' EX EDGE OF I TYPE 2YY RPMS EVERY 30' 1 ^�� • 18 gg• • • ASPHALT a s I I/ d .. L�a� 1a I II RELOCATE EX STREET LIGHT AND Foy I I .� ........ II o POWER HANDHOLE. COORD W/CITY I °a OF RENTON PUBLIC WORKS If I - �....... PAVEMENT RESTORATION 3 DETAIL ,.... . cl, r� 6� PER COR STD. PLAN H032.1 C1.6 , 2-WAY LEFT TURN ARROWS 3 V 1" = 10' (22x34) PER COR STD. PLAN H006 C1.9 I a o I STA 12+47.97 I I CL 25' TYPE C2B DRIVEWAY ' v \ ► I PER COR STD. PLAN 104.4 C1.6 a a ► -a ;r t ' 1 I PRIVATE ACCESS ROAD NAME 2 ► I SIGN PER STD PLAN 134 I a oQ I q MATCH EX TURN POCKET I 782 I I a _ so I ti I TELCO PIED. COORDINATE �9.°.. REPLACEMENT W/C-LINK DESIGN DUNCANSON 6 Company, Inc. 5 4 145 SW 155th Street, Suite 102 Seattle, Washington 98166 3 Phone 206.244.4141 Fax 206.244.4455 I CONFIRM EX OH ELEC SERVICE IS INACTIVE \ ' 21 �I I AND COORD W/PSE FOR REMOVAL 5' ASPHALT PATH r-L TO EX EDGE OF C137, TYPE 1 L THRU CURB STA 11+43.5 21' L 3 PAVEMENT - RIM = 179.8 1.1 I \ 14.7' I E _177.8-177. 5 I I I /SEE REROUTE CONDUIT BEHIND CB. EDG F STREET LIGHTING PLAN, C4.1, / EX E 0 I / FOR UTILITY CONFLICT. COORD l T I I ASPHALT I RELOCATION W/PSE & CITY. so, j CONNECT TO EX SDMH IE = 176.24 FIELD VERIFY AND MATCH EX OUTLET J � PAVEMENT RESTORATION 3 C1.6 SD STA 11 +36.67 4 5 b BEGIN CURB, GUTTER AND SIDEWALK 1.1 1.1 \ PROVIDE 6' ADA RAMP PER WSDOT F-45,10.02 > o EX FOG LINE I EX EDGE AS PH i.� GRAPHIC SCALE 10 20 40 80 ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) ADDED AS -BUILT INFORMATION ADJUST STORM CROSSING PER GAS CONFLICT ADD TRENCH PVMT RESTORATION ADD REFERENCES TO C1.10 FOR STD PLANS PER CITY COMMENTS C,ILVAN-41011 4" CSBC SUNSET BOULEVARD NE NTS 2" CLAS *2 T: 63 CR MIN F. r, MI M11, �111d 6.5' 1`v11W 1 CEFTH OF GRIND IR SAICL!T AND REFi 6.6 MIN. 1° 1' V 1' F41N k IN MIN � hrINIMIN CR I .HF s ROCK, FLOWABLE F LL OR AS REI�I_IIF.LD BY E'JGINEE4 # F 11fJ1r11 M STANDARDS. SEE D`e'G' HR- - J- OF CURB OR 01F-'AVEMEN- ;ENTER LIEF --%:F-, N7 _INE - ACP CI ASS* CRUSHED SJRFACING TOP COURSE TV PTCAT. TF_2�1I='v F- -- PATCH FOR 71EEZELE PA ETVET I a7yT�, 6"Y OF REIif�H f l:i *i _yam- AR D n- NAME. 1Ie3_-1 SP PAGGE7 H032-1 PAVEMENT PATCH Ln 0 N 0 0 W 00 0 0 0 Q J H H UTIL ROAD . �"J NTS \ DETAIL LO 1 v , 1" = 10' (22x34) CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED. DAS 10/ 11 /21 HMD SURVEYED: HMD 2 11 19 HMD JMB DESIGNED: LTK 0/13/1 HMD HMD HMD 9/26/17 HMD DRAWN: HMD LTK 9/8/17 HMD CHECKED: HMD BY DATE AP P R APPROVED: HMD SCALE: SEE PLANS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY w R-395706 0 IN COMPLIANCE WITH MTV !fir fJr�ITlIAI Z STANDARDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 BENCHMARK IS "SMAI" NGS GPS CORS STATION. W ELEV = 449.6' � 0 W DATE: 5/1/1 VERTICAL: NAVD C T Y O F SUNSET'S EDGE TO W N H O M E S HORIZONTAL: NAD 1983/183/1991 RENTON ROADWAY AND DRAINAGE PLAN FIELDBOOK: PAGE: w' t , ^ DRAWING NO: v 1 NAVD Planning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA Cl .6 Z SUNSET'S EDGE TOWNHOMES SHEET: 6 OF: 10 DCI PROJECT NO. 15375 SCALE: SEE PLANS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY w R-395706 0 IN COMPLIANCE WITH MTV !fir fJr�ITlIAI Z STANDARDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 BENCHMARK IS "SMAI" NGS GPS CORS STATION. W ELEV = 449.6' � 0 W DATE: 5/1/1 VERTICAL: NAVD C T Y O F SUNSET'S EDGE TO W N H O M E S HORIZONTAL: NAD 1983/183/1991 RENTON ROADWAY AND DRAINAGE PLAN FIELDBOOK: PAGE: w' t , ^ DRAWING NO: v 1 NAVD Planning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA Cl .6 Z SUNSET'S EDGE TOWNHOMES SHEET: 6 OF: 10 DCI PROJECT NO. 15375 w z J DCI PROJECT NO. 15375 L0 0 N 0 0 Qo 00 0 0 0 1 Q N 6 H H a 47, rll- Lo rn n cn w 0 z 0 w CD 0 w cn w z U) C132 TO OUTFALL PROFILE 1-0 rr) 175 0 r LIJ (�Lf 170 � J 5W L 0 z 165 0 I— rW V W 160 I— W U) z 158 20 U) TANK CROSS-SECTION PROFILE 175 170 170 165 165 160 160 155 78158 �K E-A IE-INU UIJLI-IHfCVC VIM I IVn ILIIVC AND DAYLIGHT AT OUTFALL PAD TANK CROSS-SECTION 15132+00 H: 1 "=10'; V: 1 "=2' TANK CROSS-SECTION N-S PROFILE 175 EL 174.7 EL 174.2 175 ALL RISERS AND PROPERTY DETENTION MANHOLES TO LINE HAVE SOLID LOCKING COVERS MARKED "DRAIN" RETAINING WALL 36" RISER W/LADDER, TYP. PROPOSED GRADE 169.0 MIN OVER TANKS EL 169.7 170 EX GRADE 170 EL 167.50 I 96" DETENTION _ TANKS 165 EL 160.0 160 I EL 159.50 �— —I 158 30+00 96" END PLATE 96" CMP DETENTION PIPE 30+20 30+40 36" CONNECTOR PIPE, TYP. - TANK CROSS-SECTION Know what's below. Call 48 hours before you dig. Z J H: 1 "=10'; V: 1 "=2' EL 166.0 165 EL 164.0 I I I — CB 3 II 160 � I I 30+60 30+70158 32+20 rTVk al "AV4 task r------------------- j i wiu Jli m, t nsal � V :min b 1_x�— i°R-OP-T sl�! nin. A.t' de- Tr,ee 2 CIS NOTE: All Tiltal cur ,.=iani r_ sta_1i. Steel Peu- galvanizer! arcaspl'At m3L---r_3trna t 1 a= betut DUNCANSON� Company, Inc. 3 2 145 SW 155th Street, Suite 102 Seattle, Washington 98166 1 Phone 206.244.4141 Fax 206.244.4455 N 0 . 32+40 t� rsJs PLAN VIEW NTS '=1cw41hrm4t, wkd- Dssi3s 45r fl' 3=� ��Ilsl :mks s= dz—_ ad SECTION AA NTS 180 170 175 165 RET 170 160 165 155 32+60 32+80 151 160 CB5 TO CB3 PROFILE ALL RISERS AND DETENTION MANHOLES TO HAVE SOLID LOCKING COVERS MARKED "DRAIN" EL 174.7 EX GRADE EL 174.2 A NING ALL VORTECHS EL 169.7 167.1 EL T167.19 CB 5 I I =I I = EL 164.0 CB 3 31 +00 C135 TO OUTFALL CROSS-SECTION II A i,a: mph; C-B raq-d -.--In. ci—terWr �r ��' PLANPr-Eli?' � ORKS TYPICAL DETENTION TANK 2� � 5EPARTM�ENT MARC-H 2008 DETENTION TANK NTS ADDED AS —BUILT INFORMATION PER CITY COMMENTS PER RESUBMITTING SCREENING PER CITY COMMENTS N•LT/6yIs] "=10'; H: 1 V: F - _1 0 12" ALUM RISER 96" CMP DETENTION TANK BEYOND 4" ELBOW W/0.63" ORIFICE 5 #I j 7TT 36" CMP CONNECTC EL = 16G.G— INLET & Ol 6„ a 2' 160.2 0.88" ORIFICE IN BOTTOM PLATE SURVEYED: JMB DAS 0/11/21 HMD DESIGNED: HMD LTK 9/8/17 HMD LTK 7/18/17 HMD DRAWN: HMD LTK 7/12/17 HMD CHECKED: HMD BY DATE APPR APPROVED: HMD 31+20 SECTION 167.7 EL = +67.5 RISER CREW 7.5' 164.7 EL = 164.9 4" ELBOW EL = 156.0 SUMP 180 175 170 165 31+4031+45 160 Y-T: �_- 2'rrlln. � , �ied sd•Ilea �--Dfr=vr l-m InciuM nnw T. -`� �"--t 1'mn.sn lee,i IF t� T � arilsTar m__ _ ` --ir_ �� l• �eJn .�f� - zanorrdrar;j lrNat -� . _ wit �_Ilm as spw:led A— JAW t!! EtLJP PIS su7Tts v> �a_rjhalds. s.T•= •_P ladder RESTRICTOR i• DETAIL iz= n `•'S '-Y rod ti-_kanaL _l-Ar IIY han -s rAui3 I-'. � A. -yitl?r-ram: ---1d--dr_s-�aaaats= o kh �~ SECTION A A ISOMETRIC x a I,_ ale �,ae m_nypn-idnaf*,TT imiudir g! elbor- Q, Use a r!imin_m zf a W=isriatu-r:ype cwch s;15_ - �_ Weal Parts, 3-Tosbn r`rkant. Iadd-- Alm elbow �54F r = tto N: par_ ��r� SI�I�_nl�ia I ani ti a_ Pa- m Fez asi jL s�detdi rir sG= :'L'.3'�ai[ 1- _- fr=re 3r;T I e- u »r= 1 az A.:daere.li ae3 is Adble ITzm iw._ B. _Ilr•Ik-ItT swm Is Jar cf riser orb elaartalt RM& Pr VIM C. Pr_zva Is M_- � cum. __ I' mefal C."Jet pipe wnrects to cemni 7nc_-a Pla_: ctlat pine lzcnma await' - - zquaI c �-!crata pipe I.G. less . fi_ PmAdI5 at le--sL ar_ " 1 .CM g-ge Bt!_par kraz y_ 3ndv-,r--j to m nc = wall_ fa:d r!!,t _ L :arm el3-ma _,fti z as nsxasF.r_: to G je �irimur zIa,� aT. 8 t = e=d riitio,el ladc=_r arras it st—m=9a La-- as amass to tEnk=s a� _c r21 Is c all-w emaas wFen czto-1 Asir is filled - with'- mer. E-_PIS' FLOW RESTRICTOR Q-TD. PLAN - 237.00 �+` . +:F=F�'v_NT OIL POLLUTION CONTROL TEE MARCH0n FLOW CONTROL STRUCTURE FLOW RESTRICTOR TEE NTS 96" CMP PER SUPPLIER SHOP DRAWINGS VENT @ CROWN LF— 36" CMP 2, 60" CATCH BASIN L co I Q J 1 4' LC) W R-395708 CONSTRUCTION RECORD DRAWING IN COMPLIANCE WITH CITY OF RENTON STANDARDS z 1 HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS 0 OF THE STORM DRAIN SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN W ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED. 0 Li SCALE: SEE PLANS HORIZONTAL: N D 1983/1991 C TY OF URI RENTON ' Planning/Building/Public Works Dept. SUNSET'S EDGE TOWNHOMES GRADING AND DRAINAGE PROFILES & SECTIONS 701-707 SUNSET BOULEVARD NE, RENTON, WA SUNSET'S EDGE TO WN H O M E S DATE: 5/1/17 V ) W , ^ v 1 ' ^ vJ FIELDBOOK: PAGE: ONE INCH DRAWING NO: C1 ,8 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 8 10 DCI PROJECT NO. 15375 0 0 LLI Ln Ln V , V ! /W V 1 z U) J J Ld Q Ld J A L FLOW F TOP SLAB ACCESS INFILTRATOR STORMFILTER TREATJN f WPFRA R'1'�' 1"IJR"F tL" 1'EPl'EDEt71lJIY'1'•PlJ'F "BER OF CARTRIDGES. THE SEE FRAME AND COVER DETAIL 048" MANHOLE INFILTRATOR STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. A A CARTRIDGE SELECTION CARTRIDGE HEIGHT 1 27" 1 18.11 LOW DROP LQI\ ® RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' OPTIONAL SPECIFIC FLOW RATE (gpm/sf) 2 gpm/k 1 gpm/k, 2 gpm/k' 1 gpm/k' 2 gpm/k' 1 gpm/k' FLOW - OUTLET CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 1 15 1 7.5 1 10 i INLET 5 a� 48" I.D. MANHOLE STRUCTURE (58") O.D. --k PLAN VIEW TOP SLAB NOT SHOWN SEE PLAN AND TIR FOR SITE SPECIFIC INFORMATION CONTRACTOR TO GROUT TO FINISHED GRADE _\ GRADE RING/RISERS SPLASH GUARD f-� T PVC STANDPIPE STEP SORMFILTER a a CARTRIDGE FRAME AND COVER (DIAMETER VARIES) N.T.S. W O GENERALNOTES - = a LU 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. to o 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS INLET PIPE ? LLC REPRESENTATIVE. www.ContechES.com 4. INFILTRATOR STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- F AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. PERFORATED 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL MANHOLE SECTIONS a IY BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. a2100 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). O > 0 Z (DRYWELL) D o w Z p lY INSTALLATION NOTES O H W H 0 LL 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE J ? [r SPECIFIED BY ENGINEER OF RECORD. Q O a w Oa 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE 0 = BASE SUMP AS DESIGNED F Z (LIFTING CLUTCHES PROVIDED). }_ ` BY ENGINEER OF RECORD ,W a 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. (NOT SHOWN) a p 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). IZ 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. SECTION A -A DRYWELL PORTION NOT APPLICABLE EC ECH' THIS PROJECT V%iNT Bd6NEElED so LLC 9'-0" [2743 mm] ALUMINUM SWIRL CHAMBER CP BAFFLE WALL o FLOW CONTROL WALL STORMFILTER E A M 0 CONTRACTOR TO GROUT TO FINISHED CONTRACTOR TO PROVIDE GRADE GRADE RING/RISER TOP AND SIDES SEALED TO VAULT B WEIR AND - ORIFICE PLATES a £ LPe E v v INLET PIPE- rn 0 M PERMANENT POOL ELEV. 2 C O TOUTLET PIPE Know what's below. Call 48 hours before you dig. FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (CFS) ` PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRS) ` PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 ` OUTLET PIPE RIM ELEVATION ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: I. PER ENGINEER OF RECORD SEE PLAN AND TIR FOR SITE SPECIFIC INFORMATION GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com 4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. INLET PIPE(S) MUST BE PERPEDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLY TO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS. 7. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR END OF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDE OF THE VAULT. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTECHS STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. C NTECHa ENGINElElD 80W110N5 LLC VORTECHS N TS h �o• DUNCANSON ( 29647 Company, Inc. 3 PER CITY COMMENTS � � 145 SW ISSth St2 PER RESUBMITTING SCREENINGStreet, Suite 102 1 PER CITY COMMENTS Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 NO. REVISION I �I I so" I:. 5G' I L I ■ R 5W. # RI'A'�N�Ok�(/S/GN/S Two -Way Left T%= - Azftws ADOPTED CITY OF RENTON • 9TANDMO PLAMB LST DATE:2-Oct-87 DWG NAME: EM-10 SP PAGE: B006 LEFT -TURN ARROWS �1J N TS SURFACE WATER STANDARD PLAN NOTES R=2'-3 V-0"' WHITE - TURN MARKINGS IATF 12" TO 24' Y v to 5TO�P�UNEE I, WHITE 4: DGE OF ROAD LINE i I I 6' To 6" L� .. TRAFF.� Ic FLOW WHITE OR yeLLOW 6" TO 8" ISLAND W/Ca2SSHAT0HIN9 9'-0' 3:5 RATIO��4, wH1T� ANE LINES 3O' VAR. 15' 151 J" Pavw eirt Matkin Details 15' 20--1 15' DP T E I) RAILROAD CROSSING MARKING Y C CITY OF RENTON • Sl'ANDILRD M.W8 LST DATE. 1-Aug 90 DWG NAME: M02 SP PAGE: F008 PAVEMENT MARKING DETAILS N TS 1. These notes shall appear on projects for the surface water utility. 2. Before any construction or development activity occurs, a pre -construction meeting must be held between the City of Renton plan review section r and the applicant. ZI 3. All design and construction shall be in accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications for 14 �} Imo.•. „YP, Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton 00 0 0. a 0 of o Two-.ov left turn low Public Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variation 0 0 0 0 O 0 0 0 0 0 0 0 0 a 0 0. 0 0 0 from the above requirements found in this plans. all corrections shall be at no additional cost to the City. IL xd^ =' IIICT„6.: zrY RPM ITYPi Type iY RPM ITrnT� 7Fromh traffic lie 4. Approval of this road grading, parking and drainage Ian does not constitute an approval of an other construction e. . domestic water pp g g p g g p pp y ( g TWO MAY LEFT TURN LINE conveyance, sewer conveyance, gas, electrical. etc.) The surface water drainage system shall be constructed according to the approved plans, which are on file in with the City. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 5. A copy of these approved plans must be on the job site whenever construction is in progress. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed, unless otherwise approved with a written decision by the City of Renton. ��.,,t.rl ln. of 7. It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off -site work. Easements `�° °r°° o ° o ° ff require City review and approval prior to construction. Type 2Y RN k451 °a008. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that 1 0°%�, 0 0 'meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. T,�. ze hell irYPi o 0 00° 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans. °,' = rya° "' "P"'do�,,,- 0 0 10. Any dewatering system necessary for the construction of stormwater facilities must be submitted to the City for review and approval. '�. �, 11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 12. Open cutting of existing roadways for non -franchised utility or storm drainage work is not allowed unless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards. 13. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained _ until construction is completed and the potential for on -site erosion has passed. 14. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. 17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 5 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub -outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free -flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked "storm" or "drain". The stub -out shall extend above surface level, be visible, and be secured to the stake. C. Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to convey flows through individual lots. e. The applicant/contractor is responsible for coordinating the locations of all stubout conveyance lines with respect to other utilities (e.g. power, gas, telephone, television). f. All individual stub -outs shall be privately owned and maintained by the lot home owner. g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, provided the sump pump system includes backflow prevention or a check valve. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 25. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4-3-050). SURVEYED: SCALE: JMB VERTICAL: NAVD 1988 DESIGNED: SEE PLANS HORIZONTAL: NAD 1983/1991 CITY OF LTK 9/8/17 HMD HMD %R DRAWNRENTON LTK 7/18/17 HMD : HMD ONE INCH VAZI° LTK 7/12/17 HMD CHECKED: AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HMD - e e°o°o see i►�fiJ o� 'Co��.R� °°oea eoqa° ' eeoe ° �ee019 Y os.� of C' e° "eo Y ° cos + r too ' oil Contfrue � �� and of orei°��a,sOJJ� to 6�a area or as sham In the contract Direction o l"aln ItIN) EePpES DCiR GORE AREA MARKINGS RAI$E'APAVE' ITRiARIMR $uEI$TrruTION PATTOM STANDARD PLAN Hid ADOPTED CITYOFRENTON F -+® STANDARD PLANS .''.. n°ris-w �` e . ' ` E LASLDATE:-041m00is ( z RAISED PAVEMENT MARKERS N TS ro L l O N O O Q0 00 0 0 0 1 QD Q IN u� u- 0 No I Ln ro V / W RECORD DRAWING NO CHANGES R-395709 IN COMPLIANCE WITH CITY OF RENTON STANDARDS >z O ERFACE WATER UTILITY " DEVELOPMENT ENGINEERING ka 10/19/2017 rnair 10/24/2017 W 0 Q LJ DATE: / / V) SUNSET'S EDGE TOWNHOMES 5 1 1 GRADING AND DRAINAGE DETAILS & N 0 TE S FIELDBOOK: Li PAGE: , ^ C DRAWING N0: /1 ^ • V�J 701-707 SUNSET BOULEVARD NE, RENTON, WA SUNSET'S EDGE TOWNHOMES [rHEET: OF: 10 , ^ DCI PROJECT NO. 15375 vJ i• LO Q LO n J J W Z J 2 FRAME ANR VANED PRATE CLEAN 13UWWE AND BOTTOM ARFJa. PAWV DE IINFORMCCNTAC7. THE SURFACE AREA frW THE eASs SE4110N MLIST BE GROWED TGTHE BOT om AREA or ME AoAt fUE91 SECTION. BASH 8ECT1D11 r $!:E N3'1 E 4 NOTES I. THE COVER OR GRATING OF ACATCH BASIN SHALL NOT- BE GROIITED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT. G UTTEfi, DTTCH, OR BiDEWALK IN WHigN IT IS ro QC.PLACED HAS BEEN ESTAI3Q0IJE0, AND LlNlTTL PERMISSM TNERE.AFTER IS GrWN 9Y TI1E ENGINI_ER TO GROUT WPLAEC IN ACCORDTANrr WITH APWA STANDARD SPECiFK'.ATION 7-Dfi,3, 2, SHIMS SHALL NOT HE USED TO SET FRAME TO GRAM. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS I -AVER r,7d: iAORTAR DFiAL1. <3E PLACED DC'TWECN AO,1Lk;T1AENT RINGS AND BRICKS r'RIDR TO PLACEMENT. 'L 'I HE USE OF aRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING B()IVD OSi Y� 6UNI3- h. At)JUS'FAIr:N f SECTION $HAtI_ Br GRGUTEO WATER I1G)4I To THE IAYROM AREA OF THE ADJUSTMENT SECTION WITH NON1;stIRINK GROUT 5, GROUT INO BEMEEN AMJSTMFN T SECTION SW LL BE WATER TIGHT- 7. GROUT IS Tra BF NONSHRINKTYPE GROUT Mk FTING ME REQUIRRAiEaffB (WAS'rlul 157 PER APWA STANDARD SD'EGfFICA'FK1N fy20.3 FOfi MAXIMUM PERCENT DRY SHFMKAGP. THE MIN rMUM COWRESSIV£ STRENOTH SHW.L BE 4AM PSI AT 7 DAY PER APWA STANDARD 5f VMi CATION 0,20.3 8. PICK r l IF TING i•Ir}LfX ARE TO fit GROUIT:D WATER TiGHT- PUBLIC WORKS CATCH BASIN RNS i AE.LATION STD. PLAN - 202.00 DEPARTWENT idARGH 20DD CATCH BASIN INSTALLATION NTS F_ N-rs 4gEHCUIiYai3: 114601 O1Ne _ ��'° 'i bQ' RM R.rttPi 1 LR t3h CBNOYFIILLI,[Wj1+NeitliT 4 EA1 - 'AEEa maim EOrW 3N-t9p FA .PW -a- K oz. -an04W JOkFrRMIA ¢EFC9M AAEp WITH RAfSEa EDGE ta+aruTa•Iccu�d/He�9lrsaE,1- Ms< •i1Ni PFG7dClua :\ MISKMO GRRX I-pe 1WM 10Wr ALI" 7WOFC✓'NMET91AMFNM ADJACENT TO CUM s.a r-a. "� q�ocrlTiGs:'3 illUr ta' lee A nrP.l CUB$ Mori i'moceD M No ITal Awl sr esx asOil L M JoanF sRxaasLn R YrtAAOR$ARxeR FfRar CidR ADJ ACEW TO CM eAtoTeER-st:5 MAW" far�'shLs4aPE5r OpIfrFMWr1M,AFia Ia NMti (1R 9A>w:fnl ata-2r I R.OW4 FLU1.a SH I 1_9A CiAdaletPL0.Lid6daial]ITEIA- I2' as a- VBATY.AE7rAii- 'lyApAidl.Oi:D ADAACENT TO CURB AND RAIJNG OR WALL sw �" ryeE COFirRACA ;8[R HtlT!'.'IW SIDEWALK AD.iACENT TO WALi'DETAIL ?1ehR rT1'tM CiRGNpraiiJ,uaectNalbrre+A- cT; TSs LEVEL Y7'iYh R: 1`085 RO GRADE I• am Nw" TOP oiCOIiGTm SURFACE FOR PN%nair-FLV9RF Pn+_l k AirJACENT TO DlJFFER STHp ��•� rlAarnAr�FpANs mrtx � �, 1:. if; PTPmartLEGPIDNR]rrPR KAMM EDGE DETAIL f� ✓d � - JWr:A1GRiCd3La tLLiBE mod! Fw NOTES see STD PLAN 1042 y _ Peved sLrfaco Iv=tcorn* Wth STD PLAN 102-1 as applicable. ........... -=�CIlFti.1.ANp atORwaLxrsai sroetAlt Dal II A. • FTtiIW4 rrLL9ft EAPANSKPI JOW COORACMN JOfi4T PUBLIC WORKS CEMENT CONCRETE 87'D. PLAN - 1Q8 DEPARTMENT SIIBEYi ALK PPRa 'EB: IbrA��i'�.�e tTf3 G,M IYnmemey.; POW WVrisAdrak w"w CEMENT CONCRETE SIDEWALK Know what's below. Call 48 hours before you dig. NTS . CATCH BASH FRAME AND VANES GRATE {DETAIL 2OAXM y� • , -•tuNOHOLB 10 ` RECTAMO" Ad] ST ENT SECTION -_ vrxcwcULAR AOMuaTAe;Nr BECHON -- uROUT•TYPiO►A l0.1E DOTES! FLAISLABIOP aN. %',4P, 7t',II eRM � r MGRTM {rrP.1 51rYa1pE - f.� IAa9ra .� ..•--,�� _�� � � 3� [aE[L [TYP•! _�� �aaiXIA7IJ0 7. all rSEPARATE BASE *FTEWL aAse CA0M.PLACE PRECAST W" RISER `YR16-4 T....: { CATCH ■ASIN 01111HIMBIGNS SEPARATE BA PRECAST CATCH NMI' RBMFtlkCNGSIEfi w5fy BASE KNOCKOUT DISTANCEBASE IRZI�IH EACH bIRE:STIDrf MAMMA TNIGtNM cloam 9ETWFO KNOCKOUTS SEPARATEBASE A4TEGAAL BASE 48' 4• B' 96' - -8• 0,29 e.t6 4.17 ,.i.... ..W .--.._ a..._.. 0.1i R1a .._ sB 81 tr ia• r Ball 42S 72• 0 s 1. 12- am d.bt g{'• ' lTt' 7r NOTES PIPS ALLOWAINCIgB--- CATCH BASIN otAAeETFIe �E W1TERK WITH MAXIMUM RASIDE DIAMETER I. No steps are requked when height is 4' or less. 2. The bollom of the preonst catch basin may be sloped 10 facilitate cleaning, ALL f4LTAi . V..._.^^- SOL10 pvc,b MOMS pVC� 'M• 2r •_.. .. 30� __ -.- .. I The reclangiAhr frame and grate must be installed with fhe gangs 4am. The frame may bo Cast Into the sJushment BOOM. Ba^ am 9S so• 2r W W W Col' IT it i. Knockouts shag have a wall thlcknees of 2" ralnimUm to 2,5' maxl mum.. Provide - rr 4r s4' 44 Bs 46 a 1.5' minmum gap between the knockout wall and the outside of the pipe. After ilia pipe to Instaged, nil the gap with joint mortar in accordance wish Standard Specification 9dM.3. W se W ESP W 4n• as' es• r2• s All grade drgs, risers, and castings shall be set in mortar in secnAlance with Standard Specification 9.04.3. Com�,ps [F�jJ Isar, arnc. !F1low. SPeu - po"hyy,� stem sewer Pis. Pd.sysn yayaop %a-lglp 9.4st2{xp la PUBLIC IYORKS CATCH BASIN TYPE 2 M. PLAN - 201100 ,..._ DEPARTMENT CATCH BASIN TYPE 2 �- FACE OF GO" fit ii2 � 5 iPlr �1' 1"ILJ , 1124 I f TOPCF rl .a i11 � •a L'....__ T_$' - i CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF AII7ACENTfs1Rd . S IM' � FLUSH VKrH GUTTER - PANATMEWALK RAMP ENTRANCE tog ~� � / , 1:24 TOPr ROADWAY f• 1l2°R. � OAhiaAAY DEPRESSED CUIRB SECTION AT SIDEWALK RAMPS NTS 6' CEMEM CDNCPETE 11rR. - I d. 1`R. �` SWWALK PAW LAN6NG VA%" (rFfW a a TO .w Pi ^• ° . - aWP 1__ T SAID 0 JOINTZA CEMENT CONCRETE PEDESTRIAN CURB AT SIOEWAL K RAMPS AND LANDIWS c- FACE OFA004*WC7140 r !iKWRVU" MRS UETAti, Tura 3HEET TOP OP I.J ..1" r r• 177° R..r ROADWAY DEPRESSED CURB SECTION AT RESIDENTIAL DRfirgWAYS ONLY. FOR COMMERCULL DRIVEWAYS SEE 570 PLAN 1'r,4-2 r' FACE OF CUM ,-'_FACE OF ADJAC© IT CUPS T" I iOPOF I " ROAD"y �. Cit3I SURFACE L rR.- ` I •. > I Bill'-� .�i"�A,; A fllrrr •^ a CEMENT CONCRETE ' . TRAFFIC CURB v�ra DEPRESSED CURB DETAIL" AT RESIDE NTIIM OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL lx3T'ES 1. Sri statdard plans 102 and 101.1 farslnb sxprrulon arldcoffhaula*Wapaektg Z Ncl Used. 3.. Fa Dap --eased AtaR1WIIMc O1+�Wrara+ufa A C,ubSrSssMlon, err 9ExWard Purr tp4.7 PUBidC WORKS STD. PLAN - 101 CEMENT C014CRETE CURBS W PR ED' DF.PARTMEti C11 J_ CEMENT CONCRETE CURBS NTS sue\ FRAME AM VANED a"TE 6l'• JjI}� 'y'�r�.s �• `` •'`•}jam , ' ���^ = J a, OR 12• 4• ONE 03 OAR HOOF FOR a HEIGTR TWO a98AM HOOPS PQR 12•HEKIHT RECTANGULAR ADJUSTMENT SECTION 04 _fir'•' i^�� r' .'••" ,'�• ,r<' •�''4 ?' TWO .� RVIDLIC1NO SECTION EACH CORNER 93 BAR EACH SIDE Ewen HAT PRECAST BASE SECTION • PUBLIC ►FORKS + }� DEPARTMENT PIPES ALLOWANCES 0090AT9R1AL a�rISMICM tHAasBTes PLAIFURCEAOH PLAPI CaCONCRETEHr..• ALL NETAL PIPE, �. 21• lar [$Ta.9PEC. 9aS2ei SOLI➢ PVC ISTW, SPED.PEE, aW5.IMn 21• PROFILE WALL PVC 21, [$TD, SPEC- 9-06.12Fq] • CORRUQA-MD POLrFTF{vLF3�lE - STORM SEWER PIPE NOTES 1- As aCMptFIbfe shernatives to the rsbar shown In the PRECAST BASE SECTION, fibers (placed according to dta Standard SpoolRcaltana} or wire mesh having a minimum area of 0,12 Square Inches par foot shall be used with the minimum required rebar Shown to Iho ALTERNATIVE PRECAST BASE SECTION- Wire mesh shalt not be placed in the knDokoute- 2. Tho knockout dianieler shall nol be greater than 26". Knockouts shall have a wall thickness of Z minimum 10 2.5" maximum. Provide a 1.5• minimum gap between the knockout wall and the outside ofthe pipe. Afterlhe pipe Is installed, OR the gap with jolnl mortar in accordance with Standard SpeclRcanOn 9.04A 3. Thu maWrnun depth from the nnlshed grade to the lowest pipe Invert shall be 5% 4, The flame and grale must be Installed with the tango chum, 6. The Precast Base Sectlon may have a rounded poor, and the waits may be sloped at a rate of 1:24 or sleeper. S- The opening Hhall be measured at the top of the precast base seallon_ 1. All pickup holes Shah be grouted full after the basin has been placed. 8. All grade rings amd Dealings shall hs set n Mortar in accordance with Standard Spec]gca8on 9-°4.3. iri BAR HOOP +0 BAR EACH CORNER - SEE NOTE I ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 7L MAN 200'1a F MARCIi 2008 CATCH BASIN TYPE 1 L 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER + 1/2•X4" EXPANSION MATERIAL 1/4"R AT JOINTS 'W`-WIDTH OF SIDEWALK NTS 1/2'X4" EXPANSION MATERIAL CEM- CONC. CURB AND GUTTER 1/4"R AT MNTS SCORE LINES 1/2"X5" EXPANSION t/4'/Ff. SLOPE MATERIAL CURB RETURN ONLY 1/2'R 1/4-/FT, SLOPE 1/2'R 4., 1/2"R PAVEMENT AS PER PLANS Ear 4" 1 PAVEMENT AS PER PLANS STANDAR❑ CEM. CON PARKWAY PARKWAY STANDARD UM. CURB AND CUTTER GONG- CURB AND GUTTER SECTION AAA SECTION B--B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS GUMMY JOINTS STALL BE PLAUM NOT TO EXCEED IV C/C NCR LESS THIN W C/C. THEY SHALL NOT BE LESS THAN 3AV N THICKNESS AND SHALL BE EXTENDED 2• BELOW TIE GUTTER UNE 1/27 THRU JOINTS SHALL BE PLACED AT ALL CODA JUNTS AS DIRECTED BY ENGINEER AND SHALL E1r m I' BELOW CUNCFETE- WHERE THE SIDEWALK IS TO BE PLACE AGAMST THE CURB ANO GurfER, THE JOINT SHALL aE A COLD ,f01NT. 4/27f V' EXPANSION NATERIAL SHALL 6E PLACED FROM P.C.'S TO P.T: S AT ALL CURB RFNRHS 1/2•X4• EXPANSION MATERIAL SiIALL BE PLACED AT EMERY FOURTH SIDEWALK PANEL IHE CONCRETE NIX FOR SIDEWALKS SHALL CONFOR14 TO THE REQUIREMENTS OF CLASS B (31e) WITH AIM ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL Eew HARM A 2 1/2• TOOLED FINISH SFBORADE COMPACTION SHAH BE 90% {MODIF[D PROCia1R} TYPICAL SIDEWALK A➢OPTED CITY or F.ERTON STANDARD PLANS LST DATE: O4/44 DWG. NAME: FO07 SP PAGE: FUQ7 SIDEWALK NOTES & DETAILS NTS C s " 1 .. D U N C A N N �I zss47 11 Company, Inc. C F Sm S 145 SW 155th Street, Sttite 102 0 r' E Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SURVEYED: JM8 SCALE SEE PLANS VERTICAL- MAWlase HORIZONTAL: MAD 1983/1991 NAw 88 4 ADD QTL F007 8E 104.2 HMD 9/26/17 HMD DESIGNED! HMD '3 PER CITY COMMENTS LTK 9/8/17 HMD 2 PER RESUBMITTING SCREENING LTK 7/18/17 HMD DRAWN: HMD ONE INCH IFAT FULL NOT ONE NCH SCALE ACCORDINGLY PER CITY COMMENTS LTK 7/12/17 HMD cHECKEDHMD NO • REVISION BY DATE A P P R APPROVED HMD ..� y •;- � .,•'a•..-:� (SEE N!]Yc3� rFA m obi MoAm"C 5C IDS TALK = r` ., t7�EF aLN n t r _ TYPE C2B-7&Dhlfc"CRICVIEW -. a•' {COMMERCIAL, WITH BUFFER) NOTES t, V ban a ddivaWay tr"dth rxcaeds 16fsr consinida €U'f depth m(ps>'uiatt Jaintrrlth ".�' jRktt'�Rar eiorgTLha ddr I�r� iris �lrcawstasl {See aid, pin i112j Cvns�lot exlTsrHLtnnrs ie1 wrtll ate ;im �arslt rru nai'rtlr#ti9lTlk i'agU.41IM at 1S' rrFt'xmtnrn gRgi yg wNin ditwmy cn.�lncnml xaxx w}ettNa ¢QILGC¢'�.SLi. RP3H4R ICI 2 see W. pisn Iq2 for ckiewaIc deElfa. ..- . • --_ _ 3. Curb and puller Shawn, other Wuib destgrai may be apat;k'ted. , - . � •--� I ...~ Sao W. plan 101 for vutb doll s. 4. Not Lead. i I, _.... F-- V_r-�--� i S. 7ha t a giltearugk desrlgn at1lt91verrlaya to Iltu4aleelsraticnS atattl rtfrtae �71�IarnarnaxsTSAts dN points merkest VdIh "mw Yx,. All elevad*ns. are at the back of stilts Berult afire Curb top on U00 Ak DEPAE7�1il7riOlMfltWC arF�a6tf€T¢RP[TAa- S.. Not used. 7. For 069wA ay WAFai M aw DRIVEWAY STANDARDS spaced as Blhomm In via odrresportdlt Isairwile Idaw. be B, Sicim B17p1 Croy with VoI `dory f=;21 WRM1,12 or .� 1IAapid Nf OJM R3D32.3ofOWRevised LbaNt+uzAdolIMfar AnDaulbleMHz Rort-W■rditlmgw23.203 (PROKAG). 9• Gurb Case-by-cm t C-hlAiS t]rivgYLRymay to farad on �. 1 - . 1'A ,.= 11T'lRlBiiFpACi 10. BTRWSTAIVDARI,SnReisumaF k&);0C#s,de[tih1C) R•' 'IRSieiYi7et�ldpmentReBu?aGar95 ••' .• •�: CHAFM 6 TrRaF'r AND UTILITY 5TpB4i ARM ,' '_ °'• ` Seafon d-"= STREET STANDARDS f?FPRESSIe6 CUt�$ DE1'Ali. AT AESrcr. NnA40R COMaeEA0AL DfyVEWAt`S, AW ALLEYS DRIVEWAY STANDARDS - Rssuan Mu Wipe! Cads W,110 _..-------- ___�._.. Itch TV owwoopment Illy Weans Drllvaway Em1nt k TYPE CIS L CHAFFER 4 �eemedr, C- Wafa n" ... - ..._..- _ ; CTrY-WIDE PROPERTY DFVELOPMt",lJT STANOAR05 limo dtarw4- ........... ..._._._....,.._�__. Section 4-44M PARKING.l>OAZANG AM DRNMAY ouabm La A 4 REGUlATION5 B•BdeYr 9ltaya. { _ € • NiJPL:(: tF;}$i;5 CEMPIIi"IF' CONCRETE OfRI►fl!"c1RfAY • rF'P-*_eP FN"r ENTRANCES - NOTES AND DETAILS SIDEWALK N OTES NTS MGUM C.2.7.I.A SCHEMATIC REPRUS.ENTATION OF PERMEABLE PAVEMENT Permeable Paver Pavers Fre"Faining base Porous Asphalt or PervivuS Concrete Porous a$phelt or pervious concrete wearing course Free -draining base Slorege reservoir' Storage reservok' GeateAlia IN Specified -- y,.,, ..,,•- M1�,-t "` , ",':: l•, _-:_•�:•�':;; Geotextile (If so"Iliied . K::':�•. by engineer) r .: %. byangirleery �i=•_.•.�s� Nam. �. �•'`:'::�i�:`:��I:: Sand layer (if required) :. liF raquuedl Saw layer Suhgrade S•ulgvde PERMEABLE PAVEMENT CITY OF RENTON Planning/Building/Public Works Dept L0 N O 0 W r� NTS LO V / Li RECORD DRAWING 12 NO CHANGES R-39571 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS z DEVELOPMENT ENGINEERING O SURFACE WATER UTILITY � ,� 0 � rstraka 10/19/2017 rnair 10/24/2017 w 0 0 W DATE: V/ SUNSET'S EDGE TOWNHOMES 5/1/1 //1 STANDARD DETAILS PELDBO °K' Ld DRAWING NO: 701-707 SUNSET BOULEVARD NE, RENTON, WA C SUNSET'S EDGE TOWNHOMES SHIN: 1rOF: 10Cn DCI PROJECT NO. 15375 I 1 0 Ill 1'�•1 N sr� ti N L J L'J 'H► 0 CLLI G O z 0 w C� 0 U-1 �'LLI VJ z vJ MIN F:I\ MIN MIN MIN 2" CLASz *2" TO k" CI 4R CI L 8. 5' MIN. 2' DEPTH OF GRIND OR SSAWCUT AND REMOVE MIN. M1IN IMIN" M,IPJ P:�IFJ MIPJ 2" 'CLASS CRJSHED ROCK. FLOWABLE FILL OR AS REOJIRED BY ENGINEER C%F CURB =R ;ENTER LINE OR A`J- _INE -ACP CLASS* _ CRUSHED tiJRFA.CING TOP _COURSE TY I`'.L TFAISVERSE PATCH * FOR MINIM)>M STAIIDA3DS, SEE D` C—# HR-0,15= F E1EZEL.E PrVE_IEN= SP PANE F032 ! A7� P�lITO � `- / STA h . E.D PLANS C2; D a MdQffIE6 NJ7ES DC IG C7j2a r4 tA9GlFlzD N7TEi _- _Z DATE -- ]L. - PP?'GI DWG- N.vE�-: 1103=-1 SP PAGE! H032. TRANSVERSE PAVEMENT PATCH NTS LAN _ IN MARKING ST.AII VEHICLE `WEEL PATH >� > MIN, M1P`r. N11N. .= . I 1 � = 9 .._... '.. ..............................._......... -.... ....- ............. ...._ ............... L M=N. 2" CLASS 2" SAV'rCUT 'ANE -'<-"SvrF OR GRIND, SEAL 'X-TH AR400 `9' MIN. *MINIMUM ACP CLASS `E' Or `B' SAA:_L BE: PRINCIPAL/M NO/COLLEC-CR ARTERIAL S =E=TS Sr -NDUS-RIAL ACCESS STR==-S - 6" ACP -CLASS 'E' :5r -3'. RESIDENTIAL ACCESS STREETS - 2' ACP CLASS = r ,13% Aye CLASS= MIN, ` ` " CRUS-ED SURFACING TOF vUURSE EDGE OF PAVEMENT. - EDGE OF CURB __ GJ_TER, CUR CENTER OF -ANE L N= RUSHED ROCK, FLOW -ABLE FI_L OR AS REQUIRED BY ENGI` EER NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMEINT SECTION MA`' BE DESIGNED. USING :AN A.P?R T:D IIF3R TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING ?AVEMENT THICKNESS. FOP. FLEk ELE Pf1TEMEN7 ADOPTEDyCyZ ' a:Y s'.F P-Bh'T"-m � f; MY MIL b_s.x z,za3 uea�� uor_s M.- � a, fixes uxv� D uar_s Dcv 7)ATE I MICASION .—Y .AF PR DWG. NAME: H032 =F PACE: HO3i LONGITUDINAL PAVEMENT PATCH Know what's below. Call 48 hours before you dig. NTS L o C, Ln if 1 I \ \ I I 1 I I I r� / I I � UTILITY PIPE BENEATH WALL ENCLOSED IN STEEL SLEEVE ' I I I N / UTILITY/POWER LINE 86 \ \ \ \ \ 866 \ \ \ #19 BOTTOM OF WATER 168.0 \ TOP OF SEWER 164.9 \ \ 90� \ \ \#1 �\ �\ G BOTTOM OF STORM 167.9 TOP OF SEWER 165.2 \ �7SSB 1 6\ � I � t\ I I I BOTTOM OF WATER 167.0 TOP OF SEWER 165.3 cc k110 00 IN I� a GRAPHIC SCALE 10 20 40 80 5 ADDED AS -BUILT INFORMATION D U N C A N S O N 4 ADD TRENCH PVMT RESTORATION Company, Inc. 3 PER CITY COMMENTS 2 PER RESUBMITTING SCREENING 145 SW 155th Street, Suite 102 Seattle, Washington 98166 1 PER CITY COMMENTS Phone 206.244.4141 Fax 206.244.4455 N 0. REVISION ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) DAS 4/ 12/22 HMD SURVEYED: SCALE: JMB SEE PLANS LTK 0/13/1 HMD DESIGNED: HMD LTK 9/8/17 HMD LTK 7/18/17 HMD DRAWN: HMD ONE INCH LTK 7712/ 17 HMD CHECKED: HMD AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: HMD EX GAS — EX ELECTRIC BOTTOM OF GAS 180.7 ± TOP OF WATER 179.7 BOTTOM OF WATER 179.3 TOP OF SEWER 177.5 f PAVEMENT RESTORATION BOTTOM OF ELEC 180.7 ± TOP OF WATER 179.7 MINIMUM VERTICAL SEPARATION SHOULD BE AT LEAST 12 INCHES I BUILDING SETBACK I I POSSIBLE STREET LIGHT CONDUIT — CONFLICT WITH PROPOSED CATCH BASIN. SEE SHEET C4.1 PAVEMENT RESTORATION U1.1 NE 7TH S 7- BENCHMARK IS "SMAI" NGS CPS CORS STATION. ELEV = 449.6' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON we►w s8 %. Planning/Building/Public Works Dept CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE WATER SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED. VERTICAL SEPARATION NOTE MINIMUM 12 INCHES VERTICAL CLEARANCE IS REQUIRED FROM CITY UTILITIES TO OTHER UTILITIES AT CROSSINGS. PAVEMENT RESTORATION NOTE FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT—OF—WAY, PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS. H H RESTORATION FOR TRENCHES (ROAD CROSSINGS) MINIMUM 6.5 FEET WIDE PATCH RESTORATION IS REQUIRED FOR TRANSVERSE PAVEMENT CUTS. PATCH SHALL BE A MINIMUM OF 1 FOOD BEYOND THE EXCAVATION. IF OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ADJACENT LANE LINE, THEN THE ENTIRE ADJACENT LANE WILL NEED TO BE PAVED. RESTORATION FOR TRENCHES RUNNING PARALLEL WITH THE STREET FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES AND/OR BUTTONS. THE LANES ARE DETERMINED BY CHANNELIZATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE. THE ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID. LO M V ) LU - S-395701 R-39571 1 0 W 395701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = z O I— W 0 w DATE: U) SUNSET'S EDGE TOWNHOMES 5/1/17 COMPOSITE UTILITY PLAN FIELDBOOK: LU PAGE: ' DRAWING 701-707 SUNSET BOULEVARD NE, RENTON, WA U.1.1 z SUNSET'S EDGE TOWNHOMES SHEET: 1 OF: 1 '^ DCI PROJECT NO. 15375 �JJ ,CAO 'luv SEEKER PIPE) -INF 01. FOUND REBAR & CAP "C&CO L- S. J18077 0-75tw & 0551N OF (.ALC*D co 10' PUBLIC UTILITIES-` EASEMENT FOUND 1,112" RE&AR, NO CAR i. ... BENr' WL Y --'SNOT AT BEND 0.05V; CALCID BOUNGOAR Y --,j a, LI C;,.UTg -,j Tree Key N Tree 0R Trees are tagged according to their corresponding number on the tree list FOUND IRON P)PE 6C.A., T N1 Y- 940 T A T 9,rNO 0158"W & 0,42's OF CALC'V fe� U it 4M iA PARCQ El 311990€ 9 005: EC' 80�LJNDAIR SUBJE v LINE TRACT H A R R 1 E'S GARDEN HOME.. nt -ACTS, ACCORDING TO THE P,A-1 TIE -R -OF RECO)RDED IN VOi-UME 34 OF PLATS, -H-T 'INTERUNE RIG -OT-'WAY C' E 38, RECORDS OF KING CMfN;1 WASHINGTON. PAGE - RIGH --OF--WAY LINE -ENT BOUNDARY LINE . . . . . . . TAX PARCEL. 31491900D-10: v ADJAC THE SOUTH 50 FEET 0!"' TRACT 2, HARRIES CARDEN HOME TRACTS, ACCORDINC TO THE PLAT THER-r,',O,-- RECORDED IN SECTIONA1 BREAKDOWN LINE ., VOf LJME 34 OF PLATS, PAGE(S) 36, RECORDS OF KING COUNTY, WASHINGTON C.R LINE i E Au" POW FOUNUIEAD & TA CK OVER -R LS7 #,18077 W1WA,5fk 7 . . . . . . . ...... 1AX�--PARGCL 3`19900011� -- - ---- BURIED POv%1 R LINE -HAT PORTION OF TRAC7 3, HARRIES GARDEN HDIAE TRACTS, ACCORDING TO THE PLAT THEREOF' RECOR[)ED IN 0.69W & 0.60W or CALC-V j ALL,: 71 VOLUME 34 OF PLATS, PAGE 38, IN KING COUNTY, WASHINGTON; GAS I I INE OVERHEAD TELEPHONE LINE �4 7 EXCEPT THE NORTH 50.00 FEET THEREOF- - --- ---- BURIED TEEPHONE- LINE t*:x J, TR AC 2. HARRIES GARDEN HOME TRACTS, ACCORDINI, . . . . . . . . . . . . . . AND THA7 PORTION OF THE NORTH. 50 FEET OF To THE WATERR LINE PLAT THEREOF RECORDED IN VIDIUME 34 OF PLATS,PAGE 38, IN KING COI HINGTON, MORE PARTI-Ut..ARLY UNITY, WAS) DESCRIBED AS FOLLOWS' SS SANITARY S=�x17R STORM DRAIN BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2, SAID.PDINT BEING ALSO ON THE WEST MARGIN OF W SUNSET- -BOULEVARD N,,C".',, (SUNSET HWY., AS NOW ESTABLISHED AND SAID POINT FEEING A NON TANGENT POINT OIN DITCH I-INE/FLOW LINF FROM WHICH POINT THE RADIUS OF SAID CURVE BEARS SOUTH 78'234,1" EAST AT 985,,% TAX PARCEL A CURVE TO THE LEFT 370 FEET; ROCK RETAINING WALL S j 00 jVJ THENCE ALONG THE EAST LINE OF SAID TRACT AND ALONG SAID CURVE AND MARGIN, THROUCH A CENTRAL ANGLE VEGETATION IL INE OF 2'5718", AN ARC DISTANCE OF 50182 FEET' TO A POINT OF NON -IANGEN(..Y FROM WHICH POINT THE RADIUS OF-- CHAIN LINK FENCE SOUTH SAID CURVE BE -ARS 81120'5 EAST EAST AT 985..37 FLEET, SAID POINT BEING ALSO THE SOUTHEAST CORNER OF THE SAID NORTH 50 FEET OF TRACT 2. W005 FENCE i w 5 THENCE SOUTH 89"5.00" WEST ALONG THE SOUTH LINE OF SAID NORIH 50 FEET, 18511 FEET TO THE SOUTHWE. BARBED V01RE/WIRE FENCE X CORNER OF SAID NORTH 50 FEET; Z W TRANSFORMER 4. w THENCE NORTH 151030" WEST A, ONG 11-111 WCST LINE OF SAID TRACTS 2 AND 3, A DISTANCE OF 403,54 F E7 TO L FIRE HYDRANT THE NOR -IHWEST CORNER OF THE SOUTH 50,00 FEET OF f SAID TRACT 3; LIGHT STANDARD D44 GATE VALVE > THENCE NORTH 89'51 00 EAST A,, -ON THEREOF 112655 FEET; z TI G THE NORTH LINE w [:P�] POWER VAULT IF WATER METFR THENCE SOUTH 00*09DO" EAST 50,.00 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 2; w ^00" EAST ALONG SAID LINE 94- 4-7 FEET TO THE POINT OF BEGINNING,, )C� FIRE STAND PIPE THENCE NORTH 89*,91* v UTIUly Box I P01 E U DI -17Y w At SO KNOWN AS IL -.0T 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO., LISA 95-154 LILA RECORDED tir'CATCH BASIN, TYPE M E-- POLE GUY WIRE •`a'' CATCH BASIN, TYPE W ON NOVEMBER 16, 1995 AS RECORDING NO-�: 9511169011, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHING"I'ON, "AS VALVE SIGN 0 BOLLARD GAS �--TER 4. tl CORRESPONDS WIT ITEM NUMBER IN -C, E ULE B' DF TITLF- REPOR TELEPHONE VAULT MAIL BOX M. . . . . . . . ... TELEPHONE RISER 234---21 SPOT ELEVATION -If FOLLOWING NTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE T1 EASEMENTS DEPICTED ON THE PLAN, OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECI THE PROPERTY, BUT LACK NO I C'. ALL ELEVATION'S SHOWN ARE ABOVE WEAN SEA LEVEL SUFFICIENT INFORMATION TO BE SHOWN" 6' (A.Y.SL) AND ARE REFERENCED TO THE NAVLD88 DATUV._*: -AX-PA -R-Q L .311CQQ 05: Al. Z -CORDING NO, 7709060792 SHOWIN 7 PUBLIC UTILITIES EASEMENT PER DING COUNTY Rlt- PER KING COUNTY RECORD NG NO, 7709060790 SHOWN PUBLIC UTILITIES EASEMENT L TY RECORDING NO, 7709060791 SHOWN PUBLIC UTILITIES EASEMENT PER KING COUNTY NAM BOX 11 PUBLIC UTILITIES EASEMENT PER KING COUNTY RECORDING NQ,. 7709060794 SHOWN "0'. Itq U: 4, UNDERGROUND COMMUNICATIONS LINE EASEMENT PER KING COUNTY RECORDING NO, 9 0 3 0 7131 02 AFF L -CTS ADJACENT PARCEL, NOT SHOWN • TREE DP P LINES ARE NOT TO SCAIE- TREE SYMBOLS -j ENCE TRUNK10,CATION ONLY, 1) TITLE FOR TAX PARCEL 3119900005 PER ORDER NO..4202-2319854 ISSUED PY FIRST A REFER TRUNK DIAMETERS MERICAN T171 WERE APPROXIMATED AT 3,5' TO 4' ABOVE GROUND LEVEL INSURANCE COMPANY, DATED SEPTEMBER 41, 2014.1. TITLE FOR TAX PARCEL 3119900010 PER ORDER NO., 42Cj2-2338553 ISSUED BY FIRST AMERICAN TITLE .INSURANCE COMPANY, DATED OCTOBER 21, 2014k.'' TITLF FOR j TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER 19900011 PER ORDER NO, 4202-2338561 ISSUED BY FIRST AMERICAN TITLE INSURANCE TRE TAX PARCEL 3" ' ES AND VEGETATION MAY EXIST.. COMPANY, DATED OCTOBER 20, 2014,.- FIELD WORK CONDUCTED IN JUNE, 2015, LU E PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83), .... .. ...... BASIS OF BEARING: WASHINGTON STAT rr y .1. 71AXI OT NUMBER 331990-0005, 0010 & 00^11 4.) UNDERGROUND UTILITIES SHOWN HEREON, If ANY, WERE DELINEATED FROM, SURFACE EVIDENCE AND/DR UTILIT - COMPANY* RECORDS; CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCT SITE ADDRESS 701/703/707 SUNSET BLVD, NE ION z ... ... ..... ...... SITE CONTACI RENTON, WA 98056 LU PHONE NUMBER z� ZONING -Y OF RENTON) C") RM -F (CI LU TOTAL 0T AREA 39, 1 87± S.F.(0.90 M, A 1A z CL 1M.0 y.r. LA "i F BENCHMARK ISMA BEN S X 00 I NGS GPS CORS STATION, Uj FLEV = 449 6' P PEDESTRIAN C0 PUSH-BUTTON 1. POLF Mw A30V-;---GRWND w "CAUTION CAS 'AX PARCEL PIPEUME" 6OX9. 60516500400 'E MA 'POSS104L GAS NH UM- E, - 1) N D Ev R GROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE:;, STATE 'AW REQUIRES THAT ("ONTRACT JOR CONTACT TTHUE ONE -CALL UTILITY I.-OCAT, 1-3-RVICE. AT LEAST A'8 HOURS BEFORE STARTING ANY CONSTRUCTION„ R-395712 rLIJ, CrNLVV; FLD. BOOK, 378/1-3-9t' DRAWN BY, J M11, B. JOB DATE. 9/29/15; CURRENT PLANNING Ar'.'IL Lherrera 10/20/2017 O' STREET • RELOCATED (E) FRONTA&E I y� STREET LIGHT LANDSGA+�ING NOTE: OTE: IR IOATIO PLAIT �, • J PER CIVIL SL) s�_ FER 4�4�070� TO E3E I :: SL NL SUE3ITTED AT A LATER o°° °°° LP�WN 00 — - DATE AS GOO D I NATED o ao — o° _ o o° O' STREET .: a � fi� THE � � T� . �• � � �:: � . L=s7.10, FRONT?�GE R=994.82, O LANDSCAPING O �... O LAW (E) BUILDING I - ti ' ' _ O O • 4 .. °41 1 11.,E / • 18 136.77' (E) HOUSE (E) CONCRETE 000a I a>oo LID ae UNIT TYPE B RAGE FF - UNIT 7 MAIN FFE Eg6704+ ± GARAGE FFE E B 7,+ UNIT TYPE q MAIN FF o E=186.0± GARAGE FFE=176.7'± o zI ,� MAIN FFE=186.0'± O 182 I NDOW WELL (TYP) o � BUILDING ;::.. G I UNIT TYPE A NEIGHBORING �� GARAGE FFE=177.7'+ UNIT TYPE B TAX PAREL �/ I MAIN FFE=186 7'± GMAIN E FFE=176.4'± GARUNIT TYPE B 311990-0020 FFE=186.7'± AGE FFE=175.0'± UNIT TYPE B k. ' UNIT r —180 • ' MAIN FFE=184.4'± GARAGE FFE=173.7'± TYPE q ' MAIN FFE=183.9'± GARAGE FFE=172.4'+ ' - MAIN FFE=183.9'± j r EGETATI VE - i/ j O FULLY -� I WALL BUILDING 2 VISUALBARRIER RUMOR BENCH 160 O (E) GARAGE I I I �/� (E) BUILDING L-2 02 I �j RUMOR TABLE 101-40 UTILITIES PER CIVIL (TYP) L-02 FT REFERENCE ONI Y I/ - 'SOLID FENCE PAG I F I G OUTDOOR 4 4 PE-_T835 L-02 L-02 I I =90' FD �WOONERF— 6' HAMMERHEAD N 8R @ 6" - 4'-0" MAX HT WALL N00°58'44' E 50.00' 7T @ 12" / J a' IHHI-„ ; L _ �i a : '�i :. '�i a ../'�i •Y. a :. '�i :' a :. '�i SDSD •a• '� .a •• �,: • .a. or yG :• �'�' .a. a: •o .a. a: •o .a. a,• • J ,--, r / o Z I y:1 I��`'•: y: _ : y: _ y: = WOONtn� \\I SD SC I `' f" £f"'y ..y. . •a :. 'fit- :.a :. 'd.- : ,a :. '�- : ,a • . '�%• :.a • . '�%— + 4 f Z SD SD I11 9) t 44 •a: •o,a'.•a: • .a. -•a• •a'.•a ' ■,a• .'a• . a• . a - _ _ _ I' PUBLIC • N y : • _ : y : • _ : y _ : y _ C _ _ UTILITIE PER CIVIL (TYP) WATER AND FOR REF RENCE ONLY • -Y- ..Y r.:. Y• , •yJJ{I.7y'R ...Y • . .Y.:..Y • . SEWER .a -. .•a ''•A. .a '�•. •'•.�' .a ••a o.a•:•a �.a•:•a? MAX HT W UNIT r, GARAGE FF PE C 6'-0' WA��L EASEMENT Y' �`• '�':Y' �`• a d' y '�a:Y ;�. •�- •r:- .; :: E=175.7 ± UNIT TYPE CI k. �:,-r �. r =:=r �.: ;. �. r :• �: r :: MAIN FFE=186.7'± GARAGE FFE=1 6.7'± — MAIN FFE=186.7'± UNIT TYPE C NEIGHBORING 4'-0" MAX E / - =r - r '• -r r -r -r - GARAG FFE=177.9'± UNIT TYP I I TAX PARCEL JTICL 1' ' , "'.� _ . % ' -_ a.� % HT WALL MAIN FFE=186.9'± GARAGE F E C r 605650-0400 I y.UNIT TYPE C ESlyl y. :Ya . y *Ya•. I: =a•'. Y: =a BUILDING 3 y MAIN FFE E8679± + GARAGE FF =176 x - / y -r- • =r-'• ' , -r- r- • , -Y• SD VAULT COVER E .1'± UNIT TY - k:..-;: _ MAIN F GARAGE C I • PER CIVIL (TYP OF 3) FE=186.9'+ ARAGE FFE=174.6'-+ J FOR REF. ONLY MAIN FFE=186.9'± UNIT TYPE p x _ GARAGE FFE=173.6'± • /. - - x � BUILDING 4 MAIN FFE=183.6'+ xF�TREE #5 LAWN ✓ 5 4' SPLI RAIL FENGESEE INE OF I'`.'� I ARBORIS(T TREE i I �O2 BALCONY x ABOVE \ � r � RETENTION PLAN) / 311990�Zo REPORT ARE10IR15 TREE #6 (SEE ■ �' oar ` �` =�<: � . -�/ �/`,�� •4 � ��„���'_ .,. ,,, _ _ — — � — - � � — /Oy O �/ � � ���j�''�"� - O ■ /;, a , lZ Q� 3e/V v !1 Q q. s� ��•�1 ���/�'�%�.. PLAN) I �l MA//�l: A / / O �q!, O O C►, �r�.G p �L\ 1 � �a ` � J �� s � ; :.:� '�: �- � O �` . O � OU !� �O � O �O �``�r�� 0'��,, ��,�►':,��`����/'� /� �/ � �•� — - — -- ■ aP fa21 R • 7Y2/9��pQ;i� ��I O �/ /►�^� '�'� ` �I1r�� S �`➢' M/ ��� /j/ . ��.ro� - - _ _ _ ARBORIS7 CHIFACCESS PATH O or to yO o o O a o do O f Will OWN, � AP _ �a �r� Oro ——•— - - -. 5636± SF G�� o� :�`s �j%�� /,�o,.r{�j��`' Rio ' • • ARCOMMON EA - LID FENCE TA SI&HT NEIGHBORING W VISUAL BARRIER CONC. COLLAR 605650-0100 PER SHEET C1.5 FOR REF. ONLY TAX PARCEL r 10'-0" PUBLIC UTILITIES EASEMENT RIPRAP SD OUTFALL PER SHEET C1.5 FOR REF. ONLY —x—x—x—x TREE PROTECTION FENG I NG (TYP) LANDSGAFE FLAN -` S A L E : I I I = O I — O II FrrENT PLANNINGera 10/20/2017 ' ORAFH i C SGAL=E (IN MMT) I inch = 10 feet UE-*WN00 U v) 0 Lo `AWE-IOON C\l � � W Z <t N x Ovd"'H U N Q W A W U STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT YLE L. CRAMER CERTIFICATE NO. 634 O H C.7 V W v� oA � I� •—•1 W Oo � w V) O� W O W SHEET L-oi OF 3 SHEETS F'LA I.T SCHEDULE TREES • -a BOTANICAL NAME / COMMON NAME Acer Gircinatum / Vine Maple SIZE OTY 15CaI 4 Acer japonicum 'Bloodgood' / Bloodgood Amur Maple 1.5'Cal I Cercidiphyllum japonicum / Katsura Tree 15'Cal 4 Fogus sylvotico 'Dawyck Furple' / European Beech 15'Cal 10 i - r .,� r4. z • Fseudotsugo menziesii / D7 Douglas Fir '-8' Ht 10 �.. �. DUMOR TABLE 101-40 NTS • Fyrus colleryono 'Chanticleer' / Chanticleer Fear 2'Cal 5 nA Street Tree - PFRM==w_ • Thuja plicoto / W7 Western Red Cedar '-51 Ht 6 r y'r DUMOR BENCH 160-60 NTS AGES 5 - 12, 9 ACTIVIT ES, 30' x 34' AREA PACIFIC OUTDOOR PE-7835 THEE DENS I T`r: O OSS SITE AREA 5�, aT SF ��l � �T TREES EOU I RED FOR EVE "r 5,000 SF 5�, aT S _ 5,000 SF 5a TREES FOF0SEI�) ADA W Htind-Over-Hand Aucx:ss 3mer Pipe Wheel -Fiend inri�� �r Spider Climber PACIFIC OUTDOOR PE-7835 PLAN VIEW NTS �1 i NTS Angled Rack Climber FLANT SCHEDULE SHRUBS BOTANICAL NAME / COMMON NAME SIZE OTY u+ Berberis thunbergii 'Helmond Fillar' / Columnar Barberry 2 gal 5 Cornus stolonifera 'Elegantissima' / Variegated Redtwig Dogwood 2 gal I1� 0 . ° Cotinus coggygria 'Golden Spirit' / Smoke Tree 50/56" a 0 0 Hydrangea cpercifolia 'Fee Wee'/ Ookleaf Hydrangea 2 gal 6 Ilex crenoto 'Sky Fencil' / Sky Fencil Japanese Holly 24/50" 45 Lonicera pileato 'Moss Green'/ Moss Green Honeysuckle 2 gal 110 Mahonia ocpifolium / Oregon Grape 2 gal 5Ci Mahonia nervosa / Oregon Grape 2 gal 200 Nandina domestica 'Gulf Stream' TM / Heavenly Bamboo 2 gal 58 Osrnanthus heterophyllus '6oshiki' / 6o5hiki Holly Olive 2 gal 17 Folystichum munitum / Western Sword Fern 2 gal 200 Ribes sanguineum / Red Flowering Currant 2 gal 2a Sorcococca ruscifolia / Fragrant Sarcococca 2 gal 17 Symphoricarpos albus / Common White Snowberry 2 gal 10-7 Taxus baccato 'Fastigata' / Fostigo English Yew 5'-4' Ht 25 SROUNDCOVER BOTANICAL NAME / COMMON NAME SIZE OTY AGorus grarnineus 'Ogon' / Solden Variegated Sweetflog I gal 21 Spacing: 18" o.G. Blechnurn spicant / Deer Fern I gal 14 Spacing: 18" o.c. Corex oshirnensis 'Evergold' / Variegated Japanese Sedge I gal 107 Spacing: l8" O.G. 6oultheria shallon / Solal I gal 21i0 Spacing: 56'' o.G. Fennisetum olopecuroides 'Hameln' / Hameln Dwarf Fountain Grass I gal 56 Spacing: 24'' o.G. VINE/ESPALIER BOTAN I CAL NAME / COMMON NAME SIZE OTY Clematis armandii 'Avalanche' / Avalanche Evergreen Clematis 5 gal I Hydrangea anomala petiolaris / Climbing Hydrangea 5 gal 2 GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE SFACIN6 07Y Ajuga reptons 'Black Scallop' / Bugleweed 4'pot la'' o.G. 50 Arctostophylos uvo-ursi / Kinnikinnick 4'pot 56'' o.G. 51 is Leptinella sopolido 'Flatt's Black' / New Zealand Brass Buttons 4'pot I5'' o.G. 455 SITE BOTANICAL NAME / COMMON NAME SIZE 5FACIN6 07Y 00 gp � 7/8" Drain Rock N/A 180 sf = Flay Chips N/A 1,070 sf SOD/SEED BOTANICAL NAME / COMMON NAME SIZE SFACIN6 07Y LAWN sod 2,751 sf V 4' SPLIT RAIL FENCE NTS MIN. 3" ANY DIMENSION SPLIT CEDAR RAILS 6"-8" MIN. SPLIT CEDAR POSTS SECTION © PANEL 12" CONCRETE FOOTING TYP. 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL E ENT PLANNING 'Dera 10/20/2017 RECORD DRAWING NO CHANGES UE� W N 00 Z U un LO ~WF-+OON WOC� z u 1:4 �aQa� � � W Z N x �AOpq Z O C) W W A W F+� U STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT 1�4 G2^ YLE L. CRAMER CERTIFICATE NO. 634 O H z V) w � C) z > W Oo O� z V) Oc) H Z w Q z Nw FBI SHEET L-02 OF 3 SHEETS [�71�N1j'�U:71»1►1� 'NO TRESPASSING PROTECTED TREE' SIGN POSTED EVERY FEET (MINIMUM OF VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 6' HIGH TEMPORARY CHAIN LINI FENCING WITH 10' LAC BETWEEN POSTS. r fCU l EU I LU r\UU l LUIVE VVI I fI IIV I flE U/11VUr I UfClr LI IVE - ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP LINE RENTON TREE PRESERVATION DETAIL NTS TREE STAKE ROOTBALL TRUNK TREE STAKE PLASTIC TREE TIES 2"0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK RECOMPACT SUBGRADE TO PREVENT SETTLING 1. TREE PIT SHALL NOT BE LESS 4. TREE STAKES PERPENDICULAR THAN (3) TIMES ROOT BALL DIA. TO THE PREVAILING WIND 2. CUT ALL TIES AND FOLD BACK BURLAP 5. PLANT TREES 2" HIGHER THAN FROM UPPER 1 /3 OF ROOT BALL DEPTH GROWN IN NURSERY 3. REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS 2 l� Lu 2 w m INSTALL GROUNDCOVERS AS SPECIFIED PROTECTION MEASURES DURING CONSTRUCTION: 1. CONSTRUCTION STORAGE PROHIBITED: DO NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 2. FENCED PROTECTION AREA REQUIRED:PRIOR TO DEVELOPMENT ACTIVITIES, A 6' HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET FOR EVERY ONE INCH OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACECARDS SHALL BE PLACED ON FENCING IF LESS THAN 50' INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES' OR ON EACH SIDE OF THE FENCING IS LESS THAN 50'. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, A DRY ROCK WALL OR ROCK WELL SHALL BE CONSTRUCTED AROUND THE TREE. THE DIAMETER FO THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 4. MULCH LAYER REQUIRED; ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF 3" OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. L=ANDS�AFE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURB 1 NG ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE -800-424-5555. 5. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING OUANT1 TI ES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. 5. SUBGRADE 15 TO BE WITHIN io INCH OF I FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS $ STICKS LARGER THAN 2 INCH DIAMETER. 6. 4 INCH DEPTH TOPSO 1 L IN LANDSCAPE AREA. 7. SHRUBS IN BEDS TO INCLUDE A LAYER OF MULCH AT LEAST 2-INCHE5 IN DEPTH PER RMG 4-4-070 8. 5 INCH DEPTH, 3 FOOT RADIUS REQU I RED FOR MULCH AROUND TREES PER 4-4-0701.0 . cl. GROUND COVERS SHALL BE PLANTED IN AN EQU I LATERAL TRIANGULAR SPACING PATTERN AT THE ON -CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 10. ALL PLANT MATERIAL SHALL BE FERTILIZE]:;) WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS #10 GAUGE SPECIFICATIONS. IYL HOSE OINT5 11. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOOK LATEST EDITION. ALL PLANT QUAL 5PACED MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHEID, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. TREES, SHRUBS AND GROUNDCOVER OUANT1 TI ES, SPECIES, VARIETIES, ;)E OF MULCH SIZES AND CONDITIONS TO BE AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM TAKE LANDSCAPE ARCHITECT O OWNER. =D :5 OCCUR EA5, PROVIDE ,H CIRCLE. TYPICAL EVERGREEN TREE PLANTING DETAIL NTS SCORE ROOTBALL 3 PLACES TO 1/2" DEPTH INSTALL 1" ABOVE CONTAINER DEPTH mr.,■.. PLAN VIEW OF SPACING TOP DRESSING FERTILIZER AS SPECIFIED ULCH. VERIFY SAUCER PLANTING FERTILIZER AROUND ROOTBALL BACKFILL W/ APPROVED TOPSOIL TYPICAL GROUNDCOVER PLANTING DETAIL NTS NLMUVL IJUKLI TWINE OFF TO[ OF ROOTBALL 2. I RR 1 GAT I ON PLAN PER RMG 4-4-0701 TO BE SUBMITTED AT A LATER DATE AS COORDINATED WITH THE CITY. 15. THE AVERAGE SPACING FOR STREET TREES SHOULD BE 40 FEET ON CENTER AND ADJUSTED TO ALLOW FOR S I GHT LINES, UTILITIES, TRAFFIC SIGNS, L 1 GHT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. 14. TREES IN THE RIGHT OF WAY MUST BE PLANTED TO THE FOLLOWING STANDARDS: PLANT TREES IN THE CENTER OF THE PLANTING STRIP WIDTH. & FEET FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES (i e> WATER, SEWER, ELECTRIC, GAS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARL 1 N, 25 FEET FROM STREET L 1 GHTS, 40 FEET FROM THE CORNER OF INTERSECTIONS, STOP SIGNS, AND YIELD SIGNS. AT LEAST 72 HOURS BEFORE YOU PLAN TO DIG, YOU MUST GALL 811 TO REQUEST THAT THE LAST LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES (GAS, WATER, ELECTRIC, ETC.) BE MARKED ON YOUR PLANTING AREA. KNOWING THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTING AN ACCIDENT. TYPICAL SHRUB PLANTING DETAIL NTS 3-4" MULCH FINISH GRADE EAK SIDES & ITTOMS OF PLANTING f TO ALLOW FOR IOT PENETRATION ECOMPACT SUBGRADE ELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE Emherre:ra T PLANNING :0] 10/20/2017 U3 00 ZUconOLo ~WE-+OON W000 ZUg"�N �aQa� � W Z N x OUd''E-I U cn N Q ZAOG�1 Z O Coe)d0 W W A W U a Q STATE OF WASHINGTON REGISTERED DSCAPE ARCHITECT L90AYLE L. CRAMER CERTIFICATE NO. 634 O H C.7 z V) m W � OA z > W Oo rl W O� z V) Oo Z W/ Z 0 z W SHEET L-03 RECORD DRAWING NO CHANGES OF 3 SHEETS CY) Ln O N O O ti U U c� 00 O O O c� Q J ti O N O O O ti ry n U) w U) z D CO u7 1 0 1 W LO m M ti N ryN1 a LO co 1 ti N 1 n i rn co W 2 Z O w 0 w w z FINISH GRADE TOPSOIL FREE OF ROCK SAND (OR APPRO\/ED BACKF I LL MATERIAL) PVC LATERAL LINE SUBGRADE IRRIGATION PIPE TRENCHES SCALE: NOT TO SCALE TO CONTROL VALVES IRRIGATION SGH 40 MAINLINE (SIZE PER r, 4561RA - BRONZE GATE N STANDARD IRR16ATION 3OX. (SIZE PER PLANS) I.D. MIN. CLEARANCE REQUIRED TO )INT OR FITTING MPR SHRUB SPRAY NOZZLE (SEE IRRIGATION LEGEND) ASPHALT, CONCRETE, MASONRY OR CRUSHED ROCK SURFACE. FINISH GRADE + POP UP SPRAY HEAD P1—IR1-01 SCALE: NOT TO SCALE I" OUIGK COUPLER VALVE IN 10" DIA ROUND BOX FOR WINTERIZING SYSTEM FLOW SENSOR SUPERIOR MODEL 3100 (NORMALY OPEN) MASTER VALVE IN VALVE BOX (SIZE PER PLANS) COPPER PIPE FROM RPBA TO MASTER VALVE (SIZE PER PLANS) DOH APPROVED RPBA BACK FLOW ASSEMBLY (SIZE PER PLANS) LO5URE: SIZED TO ALLOW FOR 6" AT END, AND BELOW EQUIPMENT. INSTALL PER =RS RECOMMENDATIONS. COPPER PIPE FROM GATE VALVE TO RPBA (SIZE PER PLANS) KENNEDY BRONZE GATE VALVE IN STANDARD IRRIGATION VALVE BOX. (SIZE PER PLANS) COPPER PIPE FROM WATER SERVICE CONNECTION (SEE CIVIL DRAWINGS) EXISTING WATER METER SEE CIVIL DRAAIN65. (VERIFY STATIC PRESSURE PRIOR TO BEGINNING IRRIGATION WORK) NOTES: I. ALL COMPONENTS OF SCHEMATIC POINT OF CONNECTION SHALL BE INSTALLED PER PROJECT SPECIFICATIONS AND DETAILS. 2. INSTALLATION AND TESTING OF RPBA AND ANY POTABLE WATER COMPONENTS SHALL BE COMPLETED BY A L I LENSED PLUMBER. 3. BACKFLOW PREVENTION DEVICE INSTALLATIONS REQUIRE INSPECTION AND CERTIFICATION BY INSPECTION SERVICE AND SHALL MEET REQUIREMENTS OF LOCAL JURI STI CTI ON. MANUAL DRAIN VALVE SCALE: NOT TO SCALE BARK MULCH FOR SHRUB BED AREAS. POP UP SPRAY HEAD (SEE IRRIGATION LEGEND) SWING JOINT ASSEMBLY (SWING PIPE AND BARB FITTINGS) LATERAL LINE + FINISH GRADE FUND VALVE BOX A/ LOGKIN6 LID SPEG5.) 1,151ON5 (AS REQUIRED) &%NUAL DRAIN VALVE W/ LONG KEY )PERATI ON 1/4" 6ALV THREADED U-BOLT A/ NUTS 8 WASHERS (TYP) BRACE PLAN VIEW FINISH GRADE C o } PREFABRICATED SWING JOI 12" (MIN) VALVE BOX W/ LOOKING LID (SEE SPECS) R�=1 III BRASS QUICK COUPLER VALVE (SEE =1 1- SPECS) I'-6" LONG I" 50H 50 PVC 3" OF < 1 1/2" WASHED ROCK OVER 6EOTEXTILE FABRIC NOTE: SGH 40 PVG MAINLINE I. USE TEFLON TAPE ON ALL THREADED FITTINGS. QUICK COUPLER VALVE P1—IR1-02 SCALE: NOT TO SCALE IN LINE SO PVC. ELL OR TEE W/ REDUCER 3GH. 50 PVC ELLS W/ PVG NIPPLES IN WEEN - 5/4" PVC STREET ELL 3/4" A/ 6" PVC V HOLES DRILLED FOR DRAIN LINE IC YARD OF GRAVEL YV/ <TILE FABRIC UNDERNEATH _L PIPE TO DRAINAGE STRUCTURE OR WATER COURSE P1—IR1-06 P1—IR1-03 SPARE AIRE 3M-DBY WATERTIGHT AIRE SPL I GE5 (TYP) SCH 40 SCH 40 JUMBO VALVE BOX W/ PVC LOCKING LID FINISH GRADE 1=1II SCH. 40=1I SCH 40 LATERAL LINE `iil II II I II II II PVC N 14 14 O MUELLER BRASS STOP GUT NOTCHES IN BOX FOR VALVE (FOR ISOLATION PIPE AS REO'D AT EACH END TYP) 50H 50 PVG TEE, FITTINGS UNION (2 PLACES) ADAPTERS (AS READ) AUTOMATIC CONTROL MAINLINE (TYP) SOLENOID VALVE CONTROL AIRES (BUNDLED UNDER MAINLINE ON 3" OF 1 1/2" WASHED ROOK OPPOSITE SIDE FROM LATERALS TYP) NOTES: I. OUT "U" SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF GUT -OUT. USE TEFLON TAPE ON ALL THREADED FITTIN65. 2. SEE IRR16ATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE TYPES. REMOTE CONTROL VALVE SCALE: NOT TO SCALE 10" (MIN) VALVE BOA W/ LOCKING LID (SEE SPECS) FINISH GRADE Z SCH 40 SCH 41 PVC I CD i N PVC SGH 80 ADAPTER P1—IR1-04 LINE 51ZE GATE VALVE (2" AND SMALLER HAVE A CAST OPERATING WHEEL HANDLE, 2" AND LARGER SHALL HAVE A 2" SQUARE OPERATOR, SEE SPEC) EXTEN51ON5 (AS REQUIRED) SCH 40 SCH 40 PVC MAINLINE PVC SGH 50 ADAPTER N 3" OF 1 1/2" WASHED ROCK NOTE: I. USE TEFLON TAPE ON ALL THREADED FITTINGS. MAINLINE GATE VALVE SCALE: NOT TO SCALE BENCHMARK IS "SMAI" NGS GPS CORS STATION. ELEV = 449.6' 7 POINT OF CONNECTION SCHEMATIC SCALE: NOT TO SCALE P1—IR1 —07 SURVEYED: SCALE: VERTICAL: 1 1988 83/1 • O T Y O E DESIGNED: SEE PLANS HORIZONTAL: NAD AD 983/1991 DRAWN: R E N T O N • ONE INCH LiCHECKED: AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH WNO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY J L� P1—IR1-05 Know what's below. Call 48 hours before you dig. O CN O r U U 0 N 0 C) 1 L^.L I..L Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT YLE 1-. CRAMER aqi; CERTIFICATE NO. 634 CRAVER DESIGN CONSULTANTS, INC. LANDSCAPE ARCHITECT 1909 242ND STREET SE M BOTHELL, WA 98021 � 425— 241— 6258 RECORD DRAWING w INO CHANGES R-39571 1 2 0 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS z ENT PLANNING3: A"ll, 7 Fmherrera 0 02/15/2018 W 0 W^ r/ ' SUNSET'S EDGE TOWNHOMES DATE: 2/6/18 IRRIGATION DETAILS FIELDBOOK: w PAGE: ' A 701-707 SUNSET BOULEVARD NE, RENTON, WA DRAWING NO: R — 2 Z z SUNSET'S EDGE TOWNHOMES SHEET: 2 OF: r/� �/� DCI PROJECT NO. 15375 L(� rn M i O W I- ti Ln cM i N i ry u cM ti N i n rn M W 2 Z 3: w 0 w w z IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESGRI PTI ON QTY PSI RR OATON NOTES Rain Bird 1806-SAM-FRS ADJ I 50 I. GONTRAGTOR SHALL GONTAGT THE OWNERS 12. INSTALLATION OF IRRIGATION SYSTEM UNDER 4V 6V 18v Turf Spray 6.0 Pop -Up Sprinkler with REFRESENTATI VE PRIOR TO STARTING WORK. THIS GONTRAGT SHALL CONFORM TO ALL Go -Molded Wiper Seal. 1/2'' NPT Female LOGAL, GITY AND GOUNTY GORES. Threaded Inlet. With Seal-A-Matic 2. GONTRAGTOR TO VERIFY A MINIMUM 65 PSI Gheck Valve, and Pressure Regulating. STATIC FRESSURE DOWN STREAM OF 15. INSTALLATION OF IRRIGATION SYSTEM OF A 19 08HE-VAN ®12HE-VAN IRRIGATION POINT OF GONNEGTION WATER BAGKFLOW ASSEMBLY SHALL BE FER GITY OF (D10HE-VAN ®15HE-VAN Rain Bird 1806-SAM-FRS ADJ 68 50 METER FRIOR TO STARTING WORK. RENTON STANDARDS AND MUST BE TESTED BY Turf Spray 6.0" Pop -Up Sprinkler with GONTRAGTOR SHALL NOTIFY OWNERS A GERTIFIETD BAGKFLOW ASSEMBLY TESTER. Go -Molded Wiper Seal. 1/2'' NPT Female REFRESENTATIVE OF MEASURED STATIC, Threaded Inlet. With Seal-A-Matic FRESSURE. 14. ALL FRESSURE LINES UNDER PAVING SHALL BE Gheck Valve, and Pressure Regulating. SLEEVED. SLEEVE FIFE SHALL BE OF © e o d Q 0 5. I RR I GAT I ON SYSTEM DESIGN 15 BASED ON A ADEQUATE SIZE TO AGGOMMODATE THE 2Q 2H 2F 4Q 4H 4F Rain Bird 1812-SAM-FRS SQ Series 27 SO MINIMUM SO FSI OFERATING FRESSURE FOR NEGESSAR)" FRESSURE LINE FIFE AND ALL Shrub Spray 12.0" Pop -Up Sprinkler with FOP UP SPRINKLER HEADS. GONTROL WIRES. Go -Molded Wiper Seal. 1/2'' NPT Female Threaded Inlet. With Seal-A-Matic 4. SEE PLANTING FLAN AND IRRIGATION DETAILS 15. LOCATE PIPING IN PLANTING AREAS WHENEVER Gheck Valve, and Pressure Regulating AS FART OF THESE GONSTRUGTION FOSSIBLE. Device. 1D000MENTS. 16. GONTRAGTOR TO GONNEGT AUTOMATIC, ES LC � Rain Bird 1812-SAM-FRSU IS Strip Series S SO 5. LANDSGAFE PLANTING SYMBOLS ARE SHOWN GONTROL VALVE WIRING TO GONTROLLER AND EST LCS RCS CST SST Shrub Spray 12.0" por Fop -Up 1 Sprinkler with SCREENED/LITE LINEWORK UNDER IRRIGATION GOORDINATE ELEGTRIGAL POWER GONNEGTION Threaded lded Wiper Seal. l- NPT Female DESIGN FOR CLARITY. OF GONTROLLER TO FOWER SOURCE WITH Threaded Inlet. With Seal-A-Matic OWNER'S REPRESENTATIVE. Check Valve, and Pressure Regulating 6. PRIOR TO ANY TRENGHING THE GONTRAGTOR Device. SHALL ASCERTAIN THE LOGATION OF ALL 17. PROVIDE 2 SFARE GONTROL WIRES WHICH RUN O ® Rain Bird 1812-SAM-FRS 5 Series MPR 2 50 UNDERGROUND UTILITY LINES. (GALL DIG ALERT TO ALL GONTROL VALVES. Q T H F Shrub Spray 12.0" Pop -Up Sprinkler with all). Go -Molded Wiper Seal. 1/2'' NPT Female 18. PLACE VALVES IN VALVE BOXES AS PER Threaded Inlet. With Seal-A-Matic -7. PROTECT EXISTING TREES; ALL TRENCHES DETAIL. LOCATE VALVES, INCLUDING QUICK Gheck Valve, and Pressure Regulating UNDER DRIP LINE OF TREES MUST BE HAND GOUFLER VALVES, IN SHRUB/GROUND GOVER Device. DU(3. PLANTING AREAS WHENEVER POSSIBLE. 10 10 10 0 Rain Bird 1812-SAM-FRS 10 Series MFR 6 50 8. VERIFY GONDITIONS AND NOTIFY LANDSGAFE 16. ALL FRESSURE $ LATERAL LINES UNDER Q T H F FAV I NG SHALL BE SLEEVED. NOT ALL SLEEVES Shrub Spray 12.0" Pop -Up Sprinkler with ARCHITECT OF ANY DISGREPANGIES BEFORE Go -Molded Wiper Seal. 1 /2 " NPT Female BEGINNING ANY WORK UNDER THIS GONTRAGT. ARE SHOWN ON DRAWINGS. SLEEVE FIFE Threaded Inlet. With Seal-A-Matic SHALL BE OF ADEQUATE SIZE (MINIMUM 4" DIA Gheck Valve, and Pressure Regulating q . GONTRAGTOR SHALL FRO\/I DE STATIC WATER FOR MAINLINE, AND 2X FIFE DIA FOR Device. FRESSURE TEST AT THE POINT OF GONNEGTION LATERALS) TO AGGOMMODATE THE 12 12 12 12 12 FOR LANDSGAFE ARCH I TEGT'S NEGESSARY FRESSURE $ LATERAL LINE PIPE Q T H TQ F Rain Bird 1812-SAM-FRS 12 Series MPR 10 50 AFFRO\/AL FRIOR TO ORDERING ANY AND ALL CONTROL WIRES. SLEE\/ES UNDER Shrub Spray 12.0" Pop -Up Sprinkler with MATERIALS AND PRO\/IRE FRESSURE REDUGING ROADWAYS SHALL BE PLACED WITH A MINIMUM Go -Molded Wiper Seal. 1/2" NPT Female \/AL\/E IF REQUIRED. 56" DEFTH OF COVER, OTHER SLEE\/ES SHALL Threaded Inlet. With Seal-A-Matic HA\/E 18"-24" DEPTH OF GO\/ER. Gheck Valve, and Pressure Regulating 10. THIS DRAWING DOES NOT SHOW ALL OFFSETS Device. AND FITTINGS REQU I RED FOR A GOMFLETE ® ©18 Rain Bird 1812-SAM-FRS ADJ 6-1 50 SYSTEM. 4V 6V 18V Shrub Spray 12.0" Pop -Up Sprinkler with 11. SOME PIPING AND EQUIPMENT SHOWN IN Go -Molded Wiper Seal. 1/2'' NPT Female HARDSGAFE AREAS FOR GLARITY. Threaded Inlet. With Seal-A-Matic Gheck Valve, and Pressure Regulating Device. ® 08HE-VAN @ 12HE-VAN 10 1OHE-VAN @ 15HE-VAN Rain Bird 1812-SAM-FRS ADJ 150 50 Shrub Spray 12.0" Pop -Up Sprinkler with C.,RI T (AL ANALYSIS Go -Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal-A-Matic Gheck Valve, and Pressure Regulating Generated: 2017-12-07 II:00 Device. P.O.G. NUMBER: OI Water Source Information: FOG #1 - NM Tap off existing water main SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY FLOW AVAILABLE Rain Bird PGA Globe 16 Water Meter Size: 5/4" Electric Remote Gontrol \/alve, Globe. Flow Available: 22.50 gpm Nibco T-115-K 2 FRESSURE A\/AILABLE Gloee 125 bronze gate Manual Gontrol Static Pressure at FOG: 66.00 psi Valve with wheel handle Same size as Elevation Change: 5.00 ft Service Line Size: 4" water line. Length of Service Line: 20.00 ft My Buckner -Superior 5100-FRS 1-1/2'' 1 Pressure Available: 64.00 Pei Normally Open Brass Master Valve W/ DESIGN ANALYSIS Freeeure Regulation Feature. Maximum Station Flow: 21.04 gpm BF Febco 825YA 1-1/2" 1 Flow Available at FOG: 22.50 Q,Rm Reduced Pressure Backflow Freventer Residual Flow Available: 1.46 gpm © Rain Bird ESFLXME-20 STATION -FED I Gritical Station: 10 20 Station Capable Commercial Design Fressure: 50.00 Pei Gontroller. Mounted on a Friction Loss: 5.5q Pei Fowder-Gooted Metal Pedestal. Fittings Lose: 0.54 Pei Elevation Loss: 0.00 Pei FS Rain Bird FS-200-8 I Loss through Valve: I.q0 psi 2" Flow Sensor for use with Rain Bird Fressure Roc[. at Gritical Station: 57.82 psi ESP-LXID Brass Model. Operating Loss for Fittings: 0.26 Pei Range of 4.q GPM to 2G4.0 GPM. Loss for Main Line: 2.55 psi Loss for FOG to Valve Elevation: 0.00 Pei Water Meter 5/4" 1 Loss for Backflow: 11.51 Pei FOG #1 - NM Tap off existing water main Loss for Master Valve: 0.51 Pei Loss for Water Meter: 7.2q Pei Irrigation Lateral Line: GPVG Schedule 40 2,711 Lf. Gritical Station Fressure at FOG: 5q.(i4 Pei Fressure Available: 64.00 Re! - - Irrigation Mainline: GFVG Schedule 40 640.0 I.f. Residual Fressure Available: 4.06 Pei SURVEYED: ---= Pipe Sleeve: PVC Schedule 40 156.5 I.F. VALVE CALLOUT DESIGNED: �( # VALVE NUMBER DRAWN: F, # VALVE FLOW CHECKED: d VALVE SIZE NO. REVISION BY DATE APPR APPROVED: BENCHMARK IS "SMAI" NGS GPS CORS STATION. ELEV = 449.6' SCALE: VERTICAL: NAVD 1988 • C T Y OF SEE PLANS HORIZONTAL: NAD 1983/1991 PRI RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY Know what's below. Call 48 hours before you dig. U U M� w O O i Cfl i Q Z) J ti O O O i ti I..L � Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT YLE L. CRAMER CERTIFICATE NO. 634 CRAMER DESIGN CONSULTANTS, INC. r1__ LANDSCAPE ARCHITECT Lo 1909 242ND STREET SE M BOTHELL, WA 98021 M 425-241-6258 it RECORD DRAWING w NO CHANGES R-39571 1 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = Z 3: Frrmherrera ENT PLANNING 02/15/201 W SUNSET'S EDGE TOWNHOMES DATE: 2/6/18 r/ ,U) IRRIGATION PLAN FIELDBOOK: W PAGE: ' A DRAWING NO: Z 701-707 SUNSET BOULEVARD NE, RENTON, WA R - 3 E) SUNSET'S EDGE TOWNHOMES SHEET: 3 OF: 3 ] U) DCI PROJECT NO. 15375 �/�