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Home My WebLink AboutR-397401M 0 w J n rr O rr= U) w 0 rr a 0 w U , w Lq a PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. CEDAR RIDGE SHORT PLAT (PROJECT NO. 17006) (PARCEL NO. 146340-00451 -0049) SITE INFORMATION PARCEL NUMBER: 146340-0045, -0049 SITE ADDRESS: 13609 156TH AVENUE SE RENTON, WA 98059 GROSS AREA: 73,417 SF R/W (DEDICATION): 835 SF NET AREA: 72,582 SF (1.67 AC) PROPOSED LOTS: 6 ZONING: R-4 DENSITY PROPOSED: 3.60 DU/ACRE DENSITY PERMITTED: 4.00 DU/ACRE LEGAL DESCRIPTION PARCEL # 146340-0045 (13609 156TH AVE SE, RENTON, WA 98059) CEDAR RIVER FIVE ACRE TRS LOT 1 OF KC SHORT PLAT NO 480035 RECORDING NO 8108260616 SD PLAT DAF-LOT 1 BLK 2 LESS S 150 FT LESS W 110 FT OF CEDAR RIVER FIVE ACRE TRACTS PARCEL # 146340-0049 (6315 SE 2ND PLACE, RENTON, WA 98059) CEDAR RIVER FIVE ACRE TRS LOT 2 OF K C SHORT PLAT NO 480035 RECORDING NO 8108260616 SD PLAT DAF-LOT 1 BILK 2 LESS S 150 FT LESS W 110 FT OF CEDAR RIVER FIVE ACRE TRACTS UTILITY PURVEYORS WATER KCWD 90 SEWER CITY OF RENTON STORMWATER CITY OF RENTON VERTICAL DATUM NAVD88 BASIS OF BEARING COR 2104 W. 1 /4 CORNER SEC. 14-23-5 N=178318.3987 (NAD 1983/91) E=1316631.2558 (NAD 1983/91) EL.=399.34 (NAVD88) COR 2105 N=178205.7460 (NAD 1983/91) E=1319243.6880 (NAD 1983/91) EL.=468.87 (NAVD88) PRELIMINARY PLAT APPROVAL CONDITIONS: THE CEDAR RIDGE SHORT PLAT, FILE NO. LUA17-000263, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL SUBMIT A FINAL LANDSCAPE PLAN THAT PROVIDES THE STORM DRAIN TRACT WITH THE REQUIRED 15-FOOT LANDSCAPE SCREEN CONSISTING OF TREES, SHRUBS, AND GROUNDCOVER ALONG THE SE 2ND PL FRONTAGE. THE SCREEN SHALL CONTINUE SOUTH ALONG THE EAST AND WEST BOUNDARIES OF THE TRACT WITH A WIDTH AND DISTANCE THAT ADEQUATELY SCREENS THE FACILITY FROM THE RIGHT-OF-WAY BUT NOT COMPROMISE THE FACILITY'S FUNCTION. THE PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE FINAL LANDSCAPE PLAN SHALL COMPLY WITH THE SUBMITTAL REQUIREMENTS SET FORTH IN RMC 4-8-120D.12 LANDSCAPE PLAN, DETAILED. 2. DUE TO OVERHEAD UTILITIES, THE APPLICANT SHALL SUBMIT A FINAL LANDSCAPE PLAN THAT REPLACES THE STREET TREES WITH A SMALL TREE VARIETY FROM THE CITY APPROVED STREET TREE LIST WITHIN THE PLANTER STRIPS. THE FINAL LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES THE REMAINING 28 CALIPER INCHES REQUIRED TO MEET THE TREE REPLACEMENT RATIO. REPLACEMENT TREES SHALL BE PRIORITIZED FOR PLANTING IN AVAILABLE SPACE WITHIN THE STORM DRAIN TRACT; SECOND PRIORITY - PLANTER STRIPS; AND LAST PRIORITY - INDIVIDUAL LOTS. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES ADDITIONAL TREES IN LOTS 1-5 RESULTING IN EACH LOT CONTAINING A MINIMUM OF FOUR (4) SIGNIFICANT TREES, TO MEET THE TREE DENSITY CALCULATIONS. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL SUBMIT A REVISED GRADING PLAN THAT RELOCATES THE GRADING LIMITS AND THE RETAINING WALL OUTSIDE OF THE DRIP LINE OF THE 50" DBH CEDAR TREE LOCATED ON THE ABUTTING WESTERN PROPERTY; OR THE APPLICANT SHALL PROVIDE EVIDENCE THE ABUTTING PROPERTY OWNER WOULD BE IN COMPLIANCE WITH RMC 4-4- 130C ALLOWED TREE REMOVAL ACTIVITIES. THE REVISED GRADING PLAN OR ABUTTING PROPERTY OWNER EVIDENCE SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL PROVIDE A CUT SHEET WITH THE REVISED GRADING PLAN THAT CONFIRMS THE RETAINING WALL MATERIAL IS COMPOSED OF BRICK, ROCK, TEXTURED OR PATTERNED CONCRETE OR OTHER MASONRY PRODUCT THAT COMPLEMENTS THE PROPOSED SITE DEVELOPMENT. THE CUT SHEET AND FINAL GRADING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 7. THE APPLICANT SHALL PROVIDE SAFE ROUTE TO SCHOOL MEASURES FOR STUDENTS CROSSING THE 156TH AVE SE AND SE 2ND PL INTERSECTION. IMPROVEMENTS MAY INCLUDE, BUT ARE NOT LIMITED TO, A MARKED CROSSWALK AND/OR SIGNAGE. THE APPLICANT SHALL COORDINATE WITH THE ENGINEERING PLAN REVIEWER PRIOR TO SUBMITTING A CONSTRUCTION PERMIT TO IDENTIFY APPROPRIATE SAFE ROUTE MEASURES AND APPLY THOSE MEASURES IN THE CONSTRUCTION PERMIT APPLICATION. THE SAFE ROUTE TO SCHOOL MEASURE(S) SHALL BE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND THE ENGINEERING PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 8. THE APPLICANT SHALL APPLY AND RECEIVE A DECISION FOR A STORM DRAINAGE ADJUSTMENT TO NOT DISCHARGE AT THE SITE'S NATURAL DISCHARGE LOCATION AND INSTEAD DIVERT THE SITE'S STORMWATER TO ANOTHER DRAINAGE BASIN AS SHOWN ON THE SUBMITTED PLANS. THE DRAINAGE ADJUSTMENT SHALL BE SUBMITTED TO THE ENGINEERING PLAN REVIEWER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. IF THE STORM DRAINAGE ADJUSTMENT IS NOT APPROVED, THE STORMWATER PLAN SHALL BE AMENDED TO DISCHARGE TO THE NATURAL DISCHARGE LOCATION. 9. ANY PROPOSAL TO CONVERT THE PROPOSED STORMWATER VAULT WITHIN THE STORM DRAINAGE TRACT TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M.2. 4S S 3+46 4+00 W- 1 ., - 4 6 S� 166 \ .4 - - I- _---------------------- I I 1- - yy -Sll r-� _ 5 ---I 00 1 1 1 1 I I _- W SD - _ �00 I I _�+o¢_ S.E. 2ND PLACE 1 I ]- -- - I I -SDy- � p 1--------� I I I I - r------------ o I ----------_� LJ 1 1 S87°31'51 "E 653.71;' 1 -I s+oo I I --------- --------__ - (RESIDENTIALA j-_�4 - �I _l I I I -I O I-S�87°31' ., SD I - c --- L __ / ---- - ---� L------------ I_ I I---------------� -I- I -1 - -+0 - _ - 51 E 110 0 ::--- - --- J 'r -- , 30.01 - r-- .. �, 2 .w. U 48o00 :..::.....:.... ............ U. ...:.:.:...:........: ;. 70.0 I NEW LOT LINE (TYP.) s 70.0-- OLD PROPERTY \I- -I \ I- _ - \ ( \ I A=88.5° LINE PARCEL I 1 (- - - _ _ _ R=25' 1NO.146340-0049 I \ I I \ - - , ;� I I -co1 L I \ I I I I 1 \1 30' FRONT I I I 30 - N I �r l 1 ° �I I ( 1 I 1 I BSBL TYP ,n ci I I I (TYP) I I 5.5' R. 0. W. 1 u7 I o° NII I I I I I I \ I 1 I I DEDICATION I i o w w -,-STC RM D AIN b� 2I I I 1 1 I 1 0 I I I I I I \ 1 `D AC LOT 1 Li I �, I 1\ I \ 0') \ L ,323 s I 10,663 SF � I � I 10 OT 2 i N 41 LOT 3 I� I NQi I 1 I I 1 s::. � s$s sF �,E LOT�R I N I I LOT 610 p l rn 1 I 10,64 sr- I Ln I LOT 5 1 1 z 1 0" I 1 o I 1 I I R1 I I 1" 3F 10,634 SF 1 12 019 1 I N \ z\ I p 1 I I I I I QGF, Rc I I r SF -- I I------ ICI I I I I 10 SIDE _�I - - - - - -- - - - - - - - - ��-------J 1 I L-__-- I BSBL (TYP) 1 I W 1 _ N O ---------- --_-------------J - _ �_- ----� I _ I i WI., 1 z rl 1--------------- I 30' SIDES i W L ----- ----- - - -- I I > 1 I I PRIVATE 10 STORM I BSBL I I DRAINAGE ------ ---- - - - - - I- - - - - EASEMENT I, - - - - - - +- _ - - --- - - - - - - L N87 - - - - - - _--_ I °30370.0 �--- 48- '- - - -- .87°36'43"W 1107� - 470.0' 70. ----J 5' EASEMENT SETBACK-]N87'36'43'W 373.71' 25' REAR - - 30 0 10 20 30 60 PRIVATE 10' STORM DRAINAGE EASEMENT 1 BSBL (TYP) 10 o + GRAPHIC SCALE N I SCALE: 1"=30' I 1I COR 2104 W 1 /4 CORNER SEC. 14-23-5 N=178318.3987 (NAD 1983/91) E=1316631.2558 (NAD 1983/91) EL.=399.34 (NAVD88) Pacific n.; ifi'r- f1 i Civil Eng;ln&&.e1rj1 Planning CL►r)SM1 r_j ri {�: S87'31'51 "W 2614.86' A COR 2105 N=178205.7460 NAD 1983/91 E=1319243.6880 NAD 1983/91 EL.=468.87 NAVD88 v 1v tiv OWNER CEDAR RIDGE, LLC 24419 105TH PL. SE KENT, WA 98030 C631v110:4zW1►1:4:4fI PACIFIC ENGINEERING DESIGN, LLC 15445 53RD AVE S. SEATTLE, WA 98188 PHONE: (206) 431-7970 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 1 1ST ROUND REVISIONS PER CITY COMMENTS AT NO. REVISION BY SURVEYED. DRYCO DESIGNED. L LARSEN 5/8/18 JF JF DIRAWN3/9/18 E. MARSHALL 1 /10/17 JF CHECKM, J. FENG DATE APPR AWROVE11. J. FENG SURVEYOR ARBORIST DRYCO SURVEYING GREENFOREST, INC. 827 MAIN ST #A 4547 S. LUCILE ST SUMNER, WA 98390 SEATTLE, WA 98118 PHONE: (253) 826-0300 V T L RI y SE 1 8TH ST SE 128TH SCA w Z m uj N w < F- < SE 2ND toSE n ^ 134ST < 36 fw < SE 2 T SE 1 T 25 S e JONES RD lye ReNroN WY 522 VICINITY MAP LOT AREA TABLE 1 10,663 SF 2 10,688 SF 3 10,648 SF 4 10,641 SF 5 10,634 SF 6 12,019 SF TOTAL 65,293 SF MIN. 10,634 SF MAX. 12,019 SF AVG. 10,882 SF SHEET INDEX TRACT AREA TABLE STORM DRAIN 7,323 SF 0.17 AC TRACT TOTAL 7,323 SF 0.17 AC C01 - PLAT PLAN COVER SHEET CO2 - NOTES CO3 - TEMPORARY EROSION CONTROL PLAN C04 - TEMPORARY EROSION CONTROL DETAILS C05 - TREE RETENTION PLAN C06 - GRADING AND DRAINAGE PLAN C07 - VAULT PLAN C08 - VAULT SECTIONS C09 - COMPOSITE UTILITY PLAN C10 - SE 2ND PLACE FRONTAGE PLAN C11 - SE 2ND PLACE FRONTAGE PLAN C12 - 156TH AVE FRONTAGE PLAN C13 - STORM DETAILS C14 - SS DETAILS C 15 - DETAILS C 16 - DETAILS C 17 - DETAILS C 18 - DETAILS C 19 - DETAILS C20 - OFFSITE CONVEYANCE SWALE REPLACEMENT PLAN C21 - CHANNELIZATION PLAN C22 - EXISTING CONDITIONS T-1 - LANDSCAPE/IRRIGATION COVER SHEET L1 - PLANTING PLAN L2 - PLANTING DETAILS L3 - PLANTING SPECIFICATIONS 11 - IRRIGATION PLANS 12 - IRRIGATION DETAILS 13 - IRRIGATION SPECIFICATIONS 14 - IRRIGATION WATER USE CHARTS STREET LIGHTING I1-1 - ILLUMINATION PLANS IL2 - ILLUMINATION DETAILS IL3 - ILLUMINATION DETAILS R-397401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS REGIONAL FIRE AUTHORITY �f, ^Toti DEVELOPMENT ENGINEERING APPROVEDmm ` cthomas 07/23/2018 �q�F rnair 07/30/2018 SURFACE WATER UTILITY rstraka 07/23/2018 ' SCALE ��CNM '''�' CITY OF CEDAR RIDGE SHORT PLAT F1'�a-ss-2o�7 in =20 RENTON LDBOOK PAGE.* • DNAAINING W. ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. PLAT PLAN COVER SHEET IF NOT ONE INCH SCALE ACCORDINGLY SHEEr'. OF, C01 C22 co 0 0 T U O O T Q J (M O O O T ri7 Q O U) w C� 0 Q w C)