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HomeMy WebLinkAboutR-411501S. W. 114 OF N. W. 114 OF SECTION 13, T. 23 N., R. 05 E., W. M. & S. E. 114 OF N. E. 114 OF SECTION 14, T. 23 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON , - - - TRAFFIC CONTROL PLAN IS V I - -<-4 ADDRESS: 13200 164TH AVE SE REQUIRED FOR ALL WORK WITHIN c APPROXIMATE LOCATION R.O. W. TO BE APPROVED PRIOR OF PROPOSED MAILBOX 4 R-TO CONSTRUCTION. TO I I a ------ - _ - I MAILBOX BOX PLAN)APPROVED 30 REN N --- _ - - PROJECT INFORMATION: , ------._ -�L--� 32ND ST. - _ ---- IT - - __ N8T33'15' 583.61' - - ( 841 '�- - .......::.... - - � 30' - -.- �P-YBL-J"-109N-TI,4L ,gCGE�S - ... ........ - J: .- _ _ .� 358.19' (C) 358.51' (D) _� .. .= -.- ........ - _ .....\ -------- ...... NORTH LINE ............................. .......... ..'.'.'. _ LOT 5, BLOCK 1 ........................... .............. ......... T.L. 145750-0027 ° 3 CORNER.... ....... ... .. ... . ADDRESS: 16307 SE 132ND ST LOT 5, BLOC _ N8T33'15"W 1�6.65 ° ° ° R DILATION R-4 a ° ° ° 24 S. --- ° 10' LANDSCAPE BUFFER WEST LINE OF EAST 118.76' OF LOT 5, BLOCK 1 T.L. 145750-0021 ADDRESS: 16327 SE 132ND S a. F--------------� R-4 I.. I I I ° ° a °I LOT TABLE LOT LOT SIZE LOT WIDTH LOT DEPTH 1 10,686 SF 107 FT 100 FT 2 10,658 SF 100 FT 107 FT 3 10,131 SF 96 FT 109 FT 4 9,384 SF 81 FT 116 FT 5 9,627 SF 81 FT 119 FT 6 9,450 SF 70 FT 135 FT 7 9,450 SF 70 FT 135 FT 8 9,450 SF 70 FT 135 FT TRACT TABLE TRACT DESCRIPTION AREA A PUBLIC ACCESS UTILITY 2,780 SF C STORMWATER 8,835 SF D STORMWATER 5,792 SF E TREE 7,350 SF LOT 1 10,657 SF �n 26'.... I I I ° o " L--------------J z 30' INGRESS, EGRESS & UTILITY EASEMENT REC. N0. 7311280414 I a ° SOUTH LINE OF NORTH 143.71' OF 1 LOT 5, BLOCK 1 - - 33'15"W 119.00' r- - - - -- - - R. 0. W. DEDICATION 5,134 S. F. KING COUNTY N86�W 170.57' RENTON SCALE 1 = 30 PARCELS NET AREA 108,980 SQ. FT. 2.50 ACRES EX. RIGHT-OF-WAY 26,337 SQ. FT. 0.60 ACRES PROPOSED NET DENSITY 3.36 DU/ACRE MAX. ALLOWABLE DENSITY 4.00 DU/ACRE ----- PROPOSED PUBLIC STREET DEDICATION 5,400 SQ. FT. SITE IS NOT IN AQUIFER PROTECTION AREA ON -SITE IMPERVIOUS/PERVIOUS SURFACE SUMMARY: EX. IMPERVIOUS SURFACE = 0 SQ. FT. PGIS = 16,232 SF TRACT D ( PERVIOUS SIDEWALK = 5,407 SF --- ST-ORMW,4TER---- FUTURE IMPERVIOUS 32,000E 750E NEW PERVIOUS = 82 SF _ - 5,736 SF TOTAL NEW IMPERVIOUS = 48,232 SF TOTAL LIMITS OF CONSTRUCTION = 136,389 SF ( 3.13 AC) 11.00' LANDSCAP STR .(IYE� _ - - _ _ - MIN. LOT SIZE 9,000 SF ------� I CITY LIMITS MIN. LOT WIDTH 70 FT/80 FT ON CORNER LOT (TYP) 1 I T.L. 132305-9093 MIN. LOT DEPTH 100 FT ADDRESS: 13139 I 166TH AVE SE MAX. BUILDING COVERAGE 35% LOTS 1 I MAX. IMPERVIOUS COVER 55% 9,450 SF 30' POWER IIIEASEMENT I MAX. HEIGHT 3 STORIES/32 FT NO. 3ry38760 IREC. L - - BUILDING SETBACKS: c --1_ _______ V (D o I R-4 I I .Q... I w 1 �04 W.50' NO -BUILD � � T.L. 145750-0023 I « Q. Q... o DO RESTRICTION I o KING COUNTY I .. L I REC. NO. 3617832 1 LOT 2 I I ICA I I I o _� . I LOT 7 I I-- I TRACT E z- ------ 10,630 SF I I LOT 5 I N I I 1 r 1 Q 1 9,450 SF I I 1 I TREE TRACT s - - - -1 9 629 SF I L------ - L------- I ----I`- m a..... 9 ° . J I I I 7,350 SF I RENTON o � ° L I EAST LINE OF - - I WEST 200' OF �------_J o 0 5' SIDEWALK (TYP) N 1 /2, N 1 /2, ZI - - - - SW 1/4 SEC. 13-23-5 AS -BUILT ... .. TRACT A. ...... ° I "I CERTIFY THAT THE INFORMATION SHOWN HEREON WAS AS -BUILT PER A �- - - - - N PUBLICACCESS/UTILITY........... . ° 4 POST CONSTRUCTION SURVEY BY D.R. STRONG. SAID ASBUILTS INCLUDE I 2,780 S.F: a LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS I I ........... ........ a THAT ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED ° BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 5/16/2024" a.. YRIL jpA wAs�f ld I LOT 3 , 1 30' ROAD EASEMENT I �� OF REC. NO. 3617832 W � I 10,095 SF I I 1 x I 1 I I I ml I LOT I 38375 I 1 1 9, 374 SF ° I ONAL I 1 L---------� o I I a I I T.L. 145750-0025 ------_ 139'02-W 227.85' I 16210 SE 134TH ST R-4 FUTURE CONNECTION EDICATION TO MAPLE HIGHLANDS 254 S.F. SHOWN FOR REFERENCE ONLY. SKYHORSE CONDITIONS OF APPROVAL: 1. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE LANDSCAPING WITHIN THE REQUIRED 10-FOOT ON -SITE STREET FRONTAGE LANDSCAPE STRIP, THE 8-FOOT WIDE PLANTER STRIP BETWEEN THE CURB AND SIDEWALK (WITH STREET TREES), TWO TREES WITHIN THE FRONT YARD AREAS OF LOTS 2 AND 3, LANDSCAPING WITHIN THE UNDEVELOPED RIGHT-OF-WAY PROPOSED AT THE NORTHEASTERN CORNER OF THE PROJECT SITE, AND A 15-FOOT WIDE LANDSCAPE STRIP ALONG THE PERIMETER OF THE STORMWATER TRACTS WHERE THEY ABUT A PUBLIC RIGHT-OF-WAY (DEVELOPED OR UNDEVELOPED). LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO RECORDING OF THE SHORT PLAT, THE LANDSCAPING REQUIRED ON THE INDIVIDUAL LOTS WOULD BE REQUIRED TO BE INSTALLED AT THE TIME OF THE CONSTRUCTION OF THE INDIVIDUAL HOMES, PRIOR TO CERTIFICATE OF OCCUPANCY. 2. A HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED FOR THE MAINTENANCE OF COMMON IMPROVEMENTS WITHIN THE SUBDIVISION, INCLUDING, BUT NOT LIMITED TO THE LANDSCAPING WITHIN THE STORMWATER TRACTS AND THE LANDSCAPING WITHIN THE UNDEVELOPED RIGHT-OF-WAY. DRAFT COVENANTS, CONDITIONS, AND RESTRICTIONS (CC & RS) SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE SHORT PLAT. J. ANY PROPOSAL TO SUBSTITUTE STORMWATER PONDS, IN LIEU OF THE PROPOSED STORMWATER VAULTS SHALL BE CONSIDERED AND REVIEWED AS A MAJOR AMENDMENT TO THE PRELIMINARY SHORT PLAT APPROVAL AND THE 15-FOOT WIDE LANDSCAPE STRIP WOULD BE REQUIRED AROUND THE FULL PERIMETER OF THE POND, OUTSIDE OF ANY REQUIRED FENCING. 4. A TREE RETENTION TRACT SHALL BE PROVIDED TO THE EAST OF LOTS 5 AND 6 FOR ANY TREES IN EXCESS OF THE MINIMUM DENSITY REQUIREMENTS BASED ON THE REQUIRED 24 AND 30 GROSS EQUIVALENT OF CALIPER INCHES REQUIRED FOR EACH LOT. 5. A FINAL TREE RETENTION PLAN SHALL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 6. ACCESS FOR LOTS 4 AND 5 SHALL BE TAKEN OFF OF THE SHARED DRIVEWAY TRACT (TRACT A). A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP. 7. THE OWNERSHIP AND MAINTENANCE OF THE SHARED DRIVEWAY TRACT SHALL BE PROVIDED BY THE FUTURE HOMEOWNERS OF LOTS 2-5. 8. THE SHARED DRIVEWAY (TRACT A) SHALL BE WIDENED TO 20 FEET IN ACCORDANCE WITH THE REQUIREMENTS OF THE RENTON FIRE AUTHORITY OR LOT 2 SHALL BE SPRINKLED WITH AN APPROVED FIRE SPRINKLER SYSTEM. IF THE APPLICANT ELECTS TO SPRINKLER LOT 2, A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT MAP. 9. THE SHORT PLAT LAYOUT SHALL BE REVISED TO PROVIDE AN APPROVED EMERGENCY ACCESS TURNAROUND FOR ANY DEAD END ACCESS STREET IN EXCESS OF 150 FEET IN LENGTH. 10. THE FRONT YARDS OF LOTS 4 AND 5 SHALL BE REQUIRED TO FACE TO THE EAST TOWARDS 164TH AVE SE. A NOTE TO THIS EFFECT SHALL RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP. 11. FULL FRONTAGE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DEDICATION OF THE RADIUS AT THE CORNER, PAVING, CURB AND GUTTER, AN 8-FOOT LANDSCAPE STRIP WITH STREET TREES, AND 5-FOOT WIDE SIDEWALK SHALL BE CONSTRUCTED ALONG THE FRONTAGE OF 16327 SE 132ND ST AND CONNECT TO THE FRONTAGE IMPROVEMENTS REQUIRED FOR THE PROPOSED SHORT PLAT. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I 0 1 ONAL 0510112024 R-4 T.L. 112305- 9053 I I LOT 6 T.L. 132305-9045 I 9,450 SF I I ADDRESS: 13231 I 1 I 166TH AVE SE R-4 L_ _ CU Np TER_ --------_ J _ ----- --- I TRACT C STORMWATER 8,868 SF RENTON 86'3035"W SOUTH LINE OFT.L. 132305-9058 - ----- N 1/2, Q1D11ZSSSW1JYA 166TH AVE SE KING COUNTY SEC. 13-23-5 LEGAL DESCRIPTION: DATUM. - TAX LOT 145750-0023 LOT 5, BLOCK 1 OF CEDAR PARK FIVE ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 358.51 FEET THEREOF MEASURED ALONG THE NORTH BOUNDARY OF SAID LOT 5; ALSO EXCEPT THE EAST 118.76 FEET OF THE NORTH 43.71 FEET OF SAID LOT 5; AND EXCEPT THE NORTH 30 FEET THEREOF; TAX LOT 132305-9053 THE WEST 200 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. BASIS OF BEARING: NAD 83/91 PER CITY OF RENTON CONTROL NOS. 1851 AND 1852 CITY OF RENTON SURVEY CONTROL: CONTROL MON 1852 3" BRASS DISC WITH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH STREET AND 148TH AVENUE S.E. NORTHING: 180904.0809 EASTING: 1316622.3708 ELEVATION: 454.769 FEET CONTROL MON 2103 BRASS SURFACE MONUMENT WITH PUNCH AT THE INTERSECTION OF S.E. 128TH STREET AND 156TH AVENUE S.E. NORTHING: 180828.8458 EASTING: 1319244.0410 ELEVATION: 547.94 FEET 6 REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SDM 5 REVISIONS PER FIELD CONDITIONS GP 09/15/2023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN. TLK 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: N0. REVISION BY DATE APPR EDM APPROVED: CJA SCALE: ZF FRONT - 30 FEET A SECONDARY FRONT YARD - 30 FEET AR REAR= 25 FEET OS SIDE 20 FEET WITH NOT LESS THAN 7.5 FEET ON EITHER SIDE UTILITY PURVEYORS: WATER SYSTEM: WATER DISTRICT 90 SEWER SYSTEM: CITY OF REN TON SCHOOL DISTRICT: ISSAQUAH SCHOOL DISTRICT #411 FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NATURAL GAS: PSE TELEPHONE: CENTURYLINK GSWGP: NOI ID#: 26204 PERMIT #: T.B.D. wnvuuU BENCHMARK: CITY OF RENTON CONTROL MONUMENT 2105 1 1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A CONCRETE POST IN THE NORTHBOUND LANE OF 156TH AVENUE SE AT THE CONSTRUCTED INTERSECTION OF S.E. 136TH STREET AND 156TH AVENUE S.E. ELEVATION=468.858 FEET INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090 & WAC 332-130-100. REFERENCES: R1 SHORT PLAT XX, RECORDED UNDER AUDITOR'S FILE NO. XX, RECORDS OF KING COUNTY, WASHINGTON. PROPERTY CORNER COORDINATES: T.L. NO. 145750-0023 NORTHWEST CORNER NORTHING: 179058.70 EASTING: 1321545.20 SOUTHWEST CORNER NORTHING: 179355.04 EASTING: 1321542.71 1 "= 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY T.L. NO. 132305-9058 NORTHEAST CORNER NORTHING: 179359.76 EASTING: 1321997.97 SOUTHEAST CORNER NORTHING: 179033.54 EASTING: 1322003.16 VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M SHEET INDEX. SE 1287ST W Q Q Ld co SE 130TH ST Q SE 131TH ST Q 2 SE 132TH ST Q SI TE 0 SE 134TH ST SE 134TH ST VICINITY MAP PROJECT TEAM: N.T.S. 0 PROPERTY OWNER NEWFOURTH, LLC 19244 39tH AVE SO. SEATAC, WA 98188 0 ENGINEER/SURVEYOR NICOLE MECUM/SIEVE McCASKEY 0 ENCOMPASS ENGINEERING & SURVEYING 0 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 GEOTECHNICAL ENGINEER: KYLE R. CAMPBELL, PE EARTH SOLUTIONS NW, LLC 15365 NE 90TH ST. #100 REDMOND, WA 98052 Q (425) 449-4704 LANDSCAPE: BRUCE LANE J LANE & ASSOCIATES 13802 26TH AVE. NW TUALIP, WA 98271 (425) 885-2319 SITE INFORMATION: PROJECT SITE ADDRESS 163XX SE 132NO ST. RENTON, WA 98059 00 TAX PARCEL NO. 145750-0023 & 132305-9053 LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (LD) 0 ZONING: RESIDENTIAL - 4 (R-4) PROPOSED USE: SINGLE FAMILY RESIDENTIAL TOTAL PROPOSED LOTS 8 PARCELS AREA 105,980 SQ. FT. 2.50 ACRES TITLE SHEET COVER SHEET / SITE PLAN 1 of 20 TOPOGRAPHIC SURVEY 2 of 20 HORIZONAL CONTROL PLAN 3 of 20 TESC PLAN 4 of 20 TESC DETAILS 5 of 20 ROAD, GRADING & DRAINAGE PLAN 6 of 20 GRADING & DRAINAGE PROFILES 7 of 20 SEWER PLAN 8 of 20 SEWER PLAN PROFILES 9 of 20 TRACT C STORMWATER DETENTION / WATER QUAILITY VAULT 10 of 20 TRACT D STORMWATER DETENTION / WATER QUAILITY VAULT 11 of 20 CONSTRUCTION NOTES 12 of 20 CONSTRUCTION DETAILS 13 of 20 CONSTRUCTION DETAILS 14 of 20 CONSTRUCTION DETAILS 15 of 20 OFFSITE UTILITY IMPROVEMENTS 16 of 20 OFFSITE UTILITY IMPROVEMENTS 17 of 20 OFFSITE UTILITY IMPROVEMENTS 18 of 20 OFFSITE UTILITY IMPROVEMENTS 19 of 20 OFFSITE UTILITY IMPROVEMENTS 19 of 20 ILLUMINATION PLAN IL 1 ILLUMINATION DETAILS IL 2 ILLUMINATION DETAILS IL 3 TREE MITIGATION PLAN L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN / DETAIL SHEET L-3 R - 4115 01 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT COVER SHEET - SITE PLAN Q J CL O L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 1 20