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HomeMy WebLinkAboutzR-3974SetM 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) 1 0 (4 WEEKS) 2 (4 WEEKS) 2 (4 WEEKS) DRAINAGE LOT ZONE 2 LOT # 5 ZONE # 1 LOT # 1 ZONE # 1 CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY 2UNITS PER 1 UNIT PER I UNIT PER O QGPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE 16.5 2,343 TOTAL NO. TREES NO. SHRUBS lawn lawn NO. GROUND COVERS lawn GPM 6.93 MONTH SQ.FT. GALLONS WEEK 360 WEEK CYCLE TOTAL NO. TREES 1 NO. SHRUBS 21 NO. GROUND COVERS 185 GPM 7.23 MONTH SQ.FT. GALLONS WEEK 360 WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS 1 30 185 O W MAY 165.00 2 5 660.00 MAY 60.30 2 5 277.20 MAY 72.30 2 5 289.20 JUNE 297.00 3 6 11188.00 JUNE 124.74 3 6 498.96 JUNE 130.14 3 6 520.56 JULY 742.50 5 9 2,970.00 1 JULY 311.85 5 1 9 1 1,247.40 1 JULY 325.35 1 5 1 9 1 1,301.40 AUGUST 396.00 4 6 SEPT.1 132.00 2 4 1,584.00 1 528.00 1 1 AUGUST SEPT.1 166.32 1 55.44 4 6 2 4 665.28 1 221.76 AUGUST SEPT. 1 173.52 57.84 4 6 694.08 2 4 231.36 OCT. 33.00 1 2 132.00 OCT. 13.86 1 2 55.44 OCT. 1 1 14.46 1 1 2 1 57.84 YEARLY (24 WEEKS) SEASONAL TOTAL = 7,062.00 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 2,966.04 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 3,094,44 GALLONS I- DRAINAGE LOT ZONE 3 (4 WEEKS) 2 LOT # 5 ZONE # 2 (4 WEEKS) 2 LOT # 1 ZONE # 2 (4 WEEKS) 2 CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER I UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER GPM MONTH SQ.FT, GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT, GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT, GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS y 12.69 721 0 11 370 11.92 670 4 6 344 12.95 720 5 9 370 M O MAY 126.90 2 5 JUNE 228.42 3 6 507.60 913.68 MAY JUNE 192.20 214.56 2 5 3 6 476.80 858.24 MAY JUNE 129.50 233.10 2 5 518.00 3 6 932.40 = JULY 571.05 5 9 1 2,284.20 JULY 536.40 5 9 2,145.60 JULY 582.75 5 9 2,331.00 ' ^ vJ AUGUST 304.56 4 6 1,218.24 AUGUST 286.32 4 6 1,145.28 AUGUST 310.80 4 6 1,243.20 O SEPT. 101.52 2 4 OCT. 25.38 1 2 406.08 101.52 SEPT. OCT. 95.36 23.84 2 4 1 2 381.44 95.36 SEPT. OCT. 103.60 25.90 2 4 414.40 1 2 103.60 O w LU YEARLY (24 WEEKS) SEASONAL TOTAL = 5,431.32 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 5,102.72 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 5,542.60 GALLONS (0 0\' 1 ry DRAINAGE LOT ZONE 4 (4 WEEKS) LOT # 6 ZONE # 1 (4 WEEKS) 2 LOT # 2 ZONE # 1 (4 WEEKS) 2 �- CYCLES MINUTES MONTHLY 2 UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER ry GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS 13.98 783 0 18 402 16.55 916 5 17 470 6.80 360 1 23 179 Q MAY 139.80 2 5 559.20 MAY 165.50 2 5 662.00 MAY 68.00 2 5 272.00 JUNE 251.64 3 6 1,006.56 JUNE 297.90 3 6 1,191.60 JUNE 122.40 3 6 489.60 w JULY 629.10 5 9 2,516.40 JULY 744.75 5 1 9 2,979.00 JULY 306.00 5 1 9 1 1,224.00 UAUGUST 335.52 4 6 1,342.08 AUGUST 397.20 4 6 1,588.80 AUGUST 163.20 4 6 652.80 SEPT.1 111.84 2 4 1 447.36 1 SEPT.1 1 132.40 1 2 4 529.60 SEPT. 54.40 1 2 4 217.60 OCT.1 1 27.96 1 2 1 111.84 1 OCT.1 1 33.10 1 1 2 132.40 OCT. 13.60 1 1 2 54.40 YEARLY (24 WEEKS) SEASONAL TOTAL = 5,983.44 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 7,083.40 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 2,910.40 GALLONS DRAINAGE LOT ZONE 5 (4 WEEKS) 2 LOT # 6 ZONE # 2 (4 WEEKS) 2 LOT # 2 ZONE # 2 (4 WEEKS) 2 CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER I UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER I UNIT PER GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS M `o 14.90 843 0 13 433 12.18 661 1 25 339 13.62 766 4 9 392 O MAY 149.00 2 5 596.00 MAY 121.80 2 5 487.20 MAY 136.20 2 5 544.80 ` JUNE 268.20 3 6 1,072.28 JUNE 219.24 3 6 876.96 JUNE 245.16 3 6 980.64 N JULY 670.50 5 9 2,682.00 JULY 548.10 5 9 2,192.40 JULY 612.90 5 9 1 2,451.60 O AUGUST 357.60 4 6 1,430.40 AUGUST 292.32 4 6 1,169.28 AUGUST 326.88 4 1,307.52 SEPT. 119.20 2 4 476.80 SEPT. 97.44 2 4 389.76 SEPT. 108.96 2 435.84OCT. 29.80 1 2 59.60 OCT. 24.36 1 2 97.44 OCT. 27.24 1 E]2± 108.96 O YEARLY (24 WEEKS) SEASONAL TOTAL=6,317.08 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 5,213,04 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 5,829.36 GALLONS ' I� DRAINAGE LOT ZONE 6 CYCLES MINUTES (4 WEEKS) 2 MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER LOT # 6 Z❑NE # 3 CYCLES MINUTES (4 WEEKS) 2 MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER LOT # 3 ZONE # 1 (4 WEEKS) 2 CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER I UNIT PER A/ GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO, TREES NO, SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO, TREES NO. SHRUBS NO, GROUND COVERS GPM MONTH SOFT. GALLONS WEEK WEEK CYCLE TOTAL NO, TREES NO, SHRUBS NO. GROUND COVERS 12.28 702 0 8 361 10.00 556 2 10 286 5.66 306 1 12 156 MAY 122.80 2 5 491.20 MAY 100.00 2 5 400.00 MAY 56.60 2 5 226.40 JUNE 221.04 3 6 884.16 JUNE 180.00 3 6 720.00 JUNE 101.88 3 6 407.52 JULY 552.60 5 9 2,210.40 JULY 450.00 5 1 9 1,800.00 JULY 254.70 5 9 1,018.80 AUGUST 294.72 4 6 1,178.88 AUGUST 240.00 4 1 6 960.00 AUGUST 135.84 4 1 6 543.36 SEPT.1 98.24 2 4 392.96 SEPT. 1 80.00 2 4 1 320.00 1 SEPT.1 45.28 1 2 1 4 1 181.12 OCT.1 1 24.56 1 1 1 2 98.25 1 1 OCT. 1 1 20 1 1 1 2 1 80.00 1 OCT.1 11.32 1 1 1 2 1 45.28 YEARLY (24 WEEKS) SEASONAL TOTAL = 5,255.85 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 4,280.00 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 2,422.48 GALLONS DRAINAGE LOT ZONE 7 (4 WEEKS) 2 LOT # 6 ZONE # 4 (4 WEEKS) 2 LOT # 3 ZONE # 2 (4 WEEKS) 2 CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UN 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER IUNIT PER 1 UNIT PER GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT. GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS 12.45 711 0 9 365 23.64 1,308 5 28 672 12.02 675 4 6 347 MAY 124.50 2 5 498 MAY 236.40 2 5 945.60 MAY 120.20 2 5 480.80 JUNE 224.10 3 6 896.40 JUNE 425.54 3 6 1,702.08 JUNE 216.36 3 6 865.44 JULY 560.25 1 5 1 9 1 2,241.00 1 JULY 11063.80 5 1 9 4,255.20 JULY 540.90 1 5 9 1 2,163.60 AUGUST 298.80 4 6 1,195.20 AUGUST 567.36 4 6 2,269.44 AUGUST 288.48 1 4 6 1,153.92 SEPT.1 1 99.60 1 2 4 398.40 1 1 1 SEPT.1 189.12 2 4 756.48 SEPT. 96.16 2 4 384.64 OCT.1 1 24.90 1 1 2 99.60 1 1 1 OCT.1 47.28 1 2 189.12 OCT. 24.04 1 1 1 2 96.16 YEARLY (24 WEEKS) SEASONAL TOTAL = 5,328.60 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 10,118.92 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 5,144.56 GALLONS LOT # 6 ZONE # 5 (4 WEEKS) 2 LOT # 4 ZONE # 1 (4 WEEKS) 2 CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER CYCLES MINUTES MONTHLY UNITS PER 1 UNIT PER 1 UNIT PER GPM MONTH SQ.FT, GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS GPM MONTH SQ.FT, GALLONS WEEK WEEK CYCLE TOTAL NO. TREES NO. SHRUBS NO. GROUND COVERS 6.46 363 1 6 186 6.80 360 1 17 185 N OTE. MAY 64.60 2 5 258.40 MAY 68.00 2 5 272.00 JUNE 116.28 3 6 465.12 JUNE 122.40 3 6 489.60 1 THESE WATER USE CHARTS ARE TO BE CONSIDERED A STARTING POINT FOR THE CYCLES A WEEK AND MINUTES CYCLE. JULY 298.80 5 9 1,195.20 JULY 306.00 5 9 1 1,224.00 AUGUST 159.36 4 6 637.44 AUGUST 163.20 4 6 1 652.80 2. THE SETTINGS SHALL BE REVIEWED TO ENSURE THE AREAS IRRIGATED ARE RECEIVING THE APPROPRIATE AMOUNTS OF SEPT. 53.12 2 4 212.48 1 SEPT.1 1 54.40 2 4 1 217.60 1-1 OCT.1 12.92 1 2 51.68 1 OCT.1 1 13.60 1 2 1 54.40 YEARLY (24 WEEKS) SEASONAL TOTAL = 2,820.32 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 2,910.40 GALLONS WATER, BED AREAS AND LAWN AREAS, SITE ORIENTATION AND TIME OF YEAR. 3. AS THE PLANT MATERIAL GROWS AND BEGINS TO SHADE THE AREAS AROUND THEM THE REQUIRED AMOUNT OF WATER DRAINAGE LOT ZONE 1 1 (4 WEEKS) T (4 WEEKS) 2 MAY BE EFFECTED AND REQUIRE THAT THE UNITS BE MOVED, SETTINGS AT THE CONTROLLER BE ALTERED. S MINUTES CYCLEMONTH MONTHLYITS PER 2NO. NTREES 1 UNIT PER 1 UNIT ECOVERS MINUTESMONTHLYUNITS GPM SQ.FT. GALLONS WEEK WEEK NO. SHRUBS NO. GROUND GPM MONTH SQ.F❑nIT. GALLONS WEEKS TREES NO. SHRUBS NO. GROUNDCOVERS 4. THE ABOVE BEING SAID, THERE MAY BE AN EXCEPTIONAL CHANGE IN THE YEARLY CLIMATE SUCH AS A VERY DRY YEAR 12.65 656 2 40 336 12.49 674 4 6 361 MAY 126.50 2 5 506.00 MAY 124.90 2 5 499.60 JUNE 227.70 3 6 910.80 JUNE 224.82 3 6 899.28 OR A VERY WET YEAR SO THE CONTROLLER SETTINGS WILL REQUIRE AN ALTERATION TO MEET THE YEARLY CONDITIONS. JULY 569.25 5 9 2,277.00 JULY 562.05 5 9 2,248.20 AUGUSTI 303.60 4 6 1,214.40 AUGUST 1 299.76 4 6 1,199.04 SEPT,j 1 101.20 2 4 404.80 SEPT,j 1 99.92 1 2 4 399.68 OCT. I an 30 1 1 2 101.20 OCT. 1 1 24.98 1 1 2 99.92 YEARLY (24 WEEKS) SEASONAL TOTAL = 5,414.20 GALLONS YEARLY (24 WEEKS) SEASONAL TOTAL = 5,345.72 GALLONS R-397429 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS I CURRENT PLANNING mherrera 07/31 /2018 p 2 STATE OF Landscape f �� �� WASHINGTON REGISTERED ffw Architectural LANDSCAPE ARCHITECT SURVEYED: SCALE: DATE: V 0 O.W.Ej& SURVEYED SCALE HORZONTAL NAD 1983/1991 CITY 0 PR❑JECT, CEDAR RIDGE SH❑RT PEATServicesDESIGNED: 10/20/2017 FRANK WILLIAM BUSHELL DESIGNED �i CITY OF RENT❑N, WASHINGT❑N FlELDBOOK: PO. BOX 11134 TACOMA WA. 98411 R E N TO N PAGE: ! > CERTIFICATE NO. 255 2. PER ENGINEER REQUEST FB 3/6/18 DRAWN DRAWN 156TH AVENUE SE. & SE. 2ND PLACE DRAWING NO: Q P; 253-671-2221 / EM; FWBLAS@AOL.COM / FRANK.BUSHELLI@GMAIL.COM EXP; 1-20-2019 ONE INCH DATUM Li 1. ADDED BUMP OUT AT CORNER Fg 10/20 17 CHECKED: AT FULL SCALE f7 Planning/Building/Public Buildin�l Public (1ZONE Works Dept. Z APPROVED: C NOT ONE INCH SCALE ACCORDINGLY SCALE WATER USE CHARTS SHEET: OF: w z N0. REVISION BY DATE APPR APPROVED I-4 4 U- U GENERAL IRRIGATION SPECIFICATIONS CD co E. Flushing of System: O 1 I. SCOPE OF WORK 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the T. Guarantee -The entire sprinkler system shall be guaranteed by the Contractor as to material O The work included in these specifications shall consist of the furnishing of all labor, tools, machinery, control valves shall be opened and a full head of water used to flush out the system. and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of the work. If, within one year from the date O materials, appliances, and processes required for the installation of a complete landscape irrigation system herein specified and shown on the accompanying drawing(s). 2. Sprinkler heads shall be installed only after flushing of the system has been of completion, settlement occurs and adjustments in pipes, valves and sprinkler heads, sod Q Q accomplished to the complete satisfaction of the Architect. or paving is necessary to bring the system, sod or paving to the proper level of the permanent grades, the Contractor, as part of the work under his contract, shall make all 1� _ II GENERAL REQUIREMENTS F. Pressure Test: adjustments without extra cost to the Owner, including the complete restoration of all 1 w A. Intent - The intent of the drawings and specifications is to indicate and specify a complete 9 P P Y P 1. All pressure lines shall be test under hydrostatic pressure of 150 pounds per square P Y P P P q damaged planting, paving, or other improvements of any kind. and efficient sprinkler irrigation system ready for use in accordance with the manufacturer's recommendations; and, meeting the approval of the Owner's authorized representative inch, and all non -pressure lines shall be tested under the existing static pressure and both be watertight. Contractor shall all equipment for Should any operational difficulties in connection with the sprinkler system develop within proven provide the specified guarantee period which in the opinion of the Owner may be due to inferior without further cost of labor and material to the Owner. hydrostatic tests. material and/or workmanship, said difficulties shall be immediately corrected by the B. Verification of Dimensions - All lot dimensions area approximate. Before proceeding with P PP P 9 Note:Testing of pressure supply lines shall be done prior to installation of electric 9 P PP Y P Contractor to the satisfaction of the Owner at additional cost to the Owner including any and all other damage caused by such defects. any work, the Contractor shall carefully check and verify all dimensions and shall report any control valves. variations to the Owner's authorized representative. C. Explanation Drawings Due to the drawings, it is to indicate 2. Pressure shall be sustained in the lines for not less than two (3) hours. If leaks develop the be the test the V RECORD AND AS -BUILT DRAWINGS: of - scale of not possible all fittings, The joints shall replaced and repeated until entire system is A. The Contractor shall provide and keep up to date a complete "as -built" record set of blueline Q J offsets, sleeves, etc. which may be required. contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work proved watertight. ozalid prints which shall be corrected daily and shown every change from the original accordingly, furnishing such fittings, etc., as may be required to meet such conditions. Drawings diagrammatic indicative the to be installed. The 3. Tests shall be observed and approved by the Owner's/Cities representative prior to backfill. drawings and specification and the exact as -built" locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Architect at cost. This set of drawings M are generally and of work work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, 4. Upon completion of each phase of the work, the Contractor shall check and adjust shall be Kept on the site and shall be used only as a record set. r/ and architectural features. 1. All work called for on the drawings by notes or details shall be furnished each sprinkler head to meet the site requirements and plan. B. These drawings shall also serve as work progress sheets, and the Contractor shall make ^' ` V and installed whether or not specifically mentioned in the specifications. G. Backfilling: neat and legible annotations thereon daily as the work proceeds, showing the work as C)O 1. Backfill shall not be placed until the installed sprinkler irrigation system has been actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Owner's representatives. Q 2 D. Site Conditions - The Contractor shall not willfully install the irrigation systems as shown on the drawings when it is obvious in the field that unknown obstructions, differences inspected and approved by the Owner's representative. C)or grade discrepancies in area dimensions exist that might not have been considered in C. Before the date of the final inspection, the Contractor shall transfer all information from the "as ' engineering. Such obstructions or differences should be brought to the attention of the -built" prints to a sepia mylar, procured from the Architect. All work shall be neat, in ink and subject to the approval of the Architect. w Owner's authorized representative. In the event this notification is not performed, the 2. Backfill material shall be approved soil. Unsuitable material, including clods and irrigation contractor shall assume full responsibility for any revision necessary. rocks over 2 1/2 inches in size, shall be removed from the premises and disposed legally no to the Owner. D. The Contractor shall dimension from two (2) permanent points of reference, building corners, Q E. Permits and Fees -The Contractor shall obtain and pay for any and all permits and all of at cost 3. All backfilling shall be done carefully and shall be properly tamped. Sandy soil only sidewalk, or road intersections, etc., the location of the following items: A. Connection to existing water lines. inspections as required. shall be tamped and puddled to eliminate any voids. B. Connection to existing electrical power. �_/ LL F. Manufacturer's Directions - Manufacturer's directions and detailed drawin s shall be followed 9 in all cases where the manufacturers of articles used in this contract furnish directions 4. Surplus earth remainin after backfilling shall be disposed of on the premises as C. Gate valves D. Routing of sprinkler pressure lines (dimension max. 100'along routing.) �/ directed by the Owners representative. E. Sprinkler control valves. L.L covering points not shown in the drawings and specifications. 5. Where excavating or "jacking" is required under asphalt pavement, sidewalks, roads, F. Routing of control wiring. Q G. Ordinances and Regulations - All local, municipal and state laws, and rules and regulations to this hereby incorporated into etc. care shall be taken in backfilling with sand, tamping, and inundating with water. G. Quick coupling valves. H. Other related equipment as directed by Architect. w governing or relating any portion of work are and made a part of these specifications, and their provisions shall be carried out by the Contractor. 6. Sand backfill, where required shall be per detail(s) on plan. I. Significant changes in routing of lateral lines from those indicated on plans. U Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these E. On or before the date of the final inspection, the Contractor shall deliver the corrected and specifications and drawings call for or describe materials, workmanship, or construction of H. Temporary Repairs - The Owner reserves the right to make temporary repairs as necessary completed rents to the Architect. Deliver of the rents will not relieve the Contractor of P P Y P the responsibility of furnishing required information that may be omitted from the prints. a better quality, higher standard, or larger size than is required by the above rules and to keep the sprinkler system equipment in operating condition. The exercise of this right regulations, the provisions of these specifications and drawings shall take precedence. by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. F. Controller Charts: H. Disruption of Services - Permission to shut off any water lines must be obtained from the I. Sprinklers: Construction Supervisor, who will make the necessary arrangements with the Owner. P g Disruption of existing systems shall be kept to a minimum. 1. All nozzles on sprinklers shall be tightened after installation. All sprinklers having 1. As -built drawings shall be approved by the Architect before controller charts are prepared. co an adjustment stem shall be adjusted on a lateral line for the proper radius, diameter M I. Source of Water Supply - The Contractor shall verify and be familiar with the location, size detail the to the and/or gallonage. 2. Provide one controller chart for each controller supplied. t' J N O and of stubouts, provided as source of water supply sprinkler system, as shown on plans. 2. All sprinkler heads shall be set perpendicular to finished grades unless otherwise 3. The chart shall shown the area controlled by the automatic controller and shall be O J. Existing Utilities and Conditions -Prior to cutting into the soil, the Contractor shall locate designated on the plans. the maximum size which the controller door will allow. C)all M cables, conduits, sewers, septic tanks, and other such utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb 3. All sprinkler risers shall be installed as indicated on plans and shown on details. 4. The chart is to be a reduced drawing of the actual as -built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall Q such improvements. If a conflict exists between such obstacles and the proposed work the J. Valves be enlarged to a size that will be readable when reduced. Contractor shall promptly notify the Owner's authorized representative who will arrange for 1. Piping be the drawings H relocations. The Contractor will proceed in the same manner if rock layer or any other systems shall supplied with valves at all points shown on or specified herein, arranged to give complete regulating control throughout. 5. The chart shall be a bla print and a different color shall be condition encountered underground makes changes advisable. Where investigation of used to indicate the areaa oof f coverage for each station. r� subsurface conditions have been made by a qualified body in areas where work is to be performed or in areas in which local materials may be obtained, contractor may request the 2. Valves shall be full size of the line in which they are installed unless otherwise noted. 6. When hermetically two use of such information but will be directly responsible for its verification and accuracy. 3. Control valves shall be adjusted so the most remote sprinkler heads operate at the completed and approved, the chart shall be sealed between pieces of plastic, each piece being a minimum 10 mils. thick. K. Verification of Finish Grade - The Contractor shall verify the correctness of all finish grades within the work area in order to insure the proper soil coverage (as specified) of the sprinkler pressure recommended by the head manufacturer. Control valves shall be adjusted so a uniform distribution of water is applied by the sprinkler heads to the planting 7. These charts shall be completed and approved prior to final inspection of the system pipes. areas for each individual valve system. irrigation system. VI. OPERATION AND MAINTENANCE MANUALS 4. Quick coupling valves so indicated to be installed adjacent to walks, curbs, etc., III. SUBMITTALS shall be within a twelve (12) inch maximum of same. All quick coupling valves in A. Prepare and deliver to the Architect within ten calendar days shrub areas shall be installed three (3) inches above finish grade and shall be prior to completion of construction, two hard cover binders with three rings containing A. Material List: equipped with rubber covered tops, yellow in color. the following information: 1. The Contractor shall furnish the articles, equipment, materials, or processes 1. Index sheet stating Contractor's address and telephone number, list of equipment specified by name in the drawings and specifications. No substitution will be K. Valve Boxes: with name and addresses of local manufacturer's representatives. allowed without prior written approval by the Architect. 1. Plastic valve boxes (Amatek or approved equal) shall be one (1) inch above the 2. Catalog and parts sheets on every material and equipment installed under this 2. Complete material list shall be submitted prior to performing any work. Material list designated finish grade in lawn areas and two (2) inches above finish grade in contract. shall include the manufacturer, model number and description of all materials and ground cover areas. Only one (1) remote control valve may be installed in each box. 3. Guarantee statement. equipment to be used. 2. Valve boxes located near walks, curbs and paving shall be installed in such a way 4. Complete operating and maintenance instruction on all major equipment. 3. Equipment or materials installed or furnished without prior approval of the Architect as to allow for valve boxes to abut those items with top surface matching plane as may be rejected and the Contractor required to remove such materials from the site items listed above. B. In addition to the above mentioned maintenance manuals, provide the Owner's at his own expenses. maintenance personnel with instructions for major equipment and show 4. Approval of any item, alternate or substitute indicates only that the product or evidence in writing to the Architect at the conclusion of the project that this products apparently meet the requirements of the drawings and specifications on service has been rendered. the basis of the information or samples submitted. L. Automatic Controller Location and Installation: 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the 1. Automatic controllers shall be installed at locations shown on the plans. All pedestal mounted controllers shall be mounted on a suitable concrete base. VI 1. EQUIPMENT TO BE FURNISHED guarantee. Such warranties shall only supplement the guarantee. 2. All controller locations are essentially diagrammatic, and shall be specifically located, A. Supply as a part of this contract the following tools: IV. INSTALLATION by the Owner or his representative. 1. Two (2) sets of special tools required for removing, disassembling and adjusting A. Standard of Installation - Material and workmanship shall be in accordance with local codes 3. All local and applicable codes shall take precedence in the furnishing and/or each type of sprinkler and valve supplied on this project. and ordinances of legally constituted authorities, except where provisions of these specifications exceed such requirement, these specifications shall govern. connecting a 110 volt electrical service to the controller. This service will be 2. Two (2) five foot valve keys for operation of gate valves. provided by the Owner. B. Excavations: 1. Excavations shall be open vertical construction sufficiently wide to provide free M. Controller Wiring - All electrical equipment and wiring shall comply with local and state codes 3. Two (2) keys for each automatic controller. working space around the work installed and to provide ample space for backfilling and be installed by those skilled and licensed in the trade. Unless the governing code specifies otherwise, low voltage control wire may be installed by the Contractor when code 4. Six (6) quick coupler keys and matching hose swivels for each type of quick and tamping. allows. coupling valve installed. 2. Trenches for pipe shall be cut to required grade lines, and compacted to provide an accurate grade and uniform bearing for the full length of the line. N. Coverage Test - When the sprinkler system is completed, the Contractor, in the presence of the Owner's authorized representative, shall perform a test coverage of water afforded B. The above mentioned equipment shall be turned over to the Owner at the conlusion of the project. Before final inspection can occur, evidence that the Owner the lawn and planting areas, complete and adequate. The Contractor shall furnish all have received material must be shown to the Architect. 3. When two pipes are to be placed in the same trench it is required to maintain a materials and perform all work required to correct any inadequacies of coverage disclosed. 6 inch space between pipes as a minimum. VIII. GUARANTEE Contractor shall inform the Owner's representatives of any deviation from the plan required 4. Depth of trenches shall be sufficient to provide a minimum cover above the top of due to wind, planting, soil or site conditions, that bear on proper coverage. A. The guarantee for the sprinkler irrigation system shall be made in accordance with the the pipe as follows: 0. Inspection of Work: attached form. The general conditions and supplementary conditions of these specifications a) 24" inch over A.C. main line 1. Installation and operations must be approved by the Owner and/or Landscape shall be filed with the Owner or his representative prior to acceptance of the irrigation b 18 inch over main line, under pressure Architect. system. c) 12 inch over non -pressure lateral lines 2. Prior to commencing work the Contractor shall arrange a meeting with the B. A copy of the guarantee form shall be included in the operations and maintenance manual. 5. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas Landscape Architect, at which time the Contractor will be informed specific instructions required and the method of calling for such inspections as the individual C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the where two (2) inch and larger roots occur shall be done by hand. All roots two (2) work is completed. following information: inches and larger in diameter, except directly in the path of pipe or conduit, shall 3. In no event shall the Contractor cover up or otherwise remove from view any work be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or under this contract without prior approval of the Landscape Architect. Any work excessive drying. Where a ditching machine is run close to trees having roots covered prior to inspection shall be opened to view by the Contractor at his GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through roots one (1) inch and larger in expense. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent 4. In the event the Contractor requests inspection of work and said work is incomplete, the Contractor shall be responsible for inspection cost. defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. We agree to trees should be closed within twenty-four (24) hours and where this is not possible the side of the trench adjacent to the tree shall be kept shaded with burlap P. Completion - The work will be accepted in writing when the whole shall have been to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or or canvas. completed satisfactorily to the Landscape Architect. In judging the work, no allowance for replacing of such defects at no additional cost to the Owner. We shall make such repairs or C. Piping on Slopes: deviation from the original plans and specifications will be made unless already approved in writing at proper times. replacements within 48 hrs. of notification that repair work is necessary, after receipt of written notice. In 1. All piping on slope face or at top of slope shall be galvanized steel pipe or "Brownline" and shall be secured on surface as indicated on detail. Q. Instruction -After the system has been completed, the Contractor shall instruct the Owner the event of our failure to make such repairs or replacements within 48 hrs. after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements P P P R-397428 pipe the Owner in the the made at our expense and we will pay the costs and charges therefore upon demand. 2. Pipe which crosses concrete drain benches shall be placed over the surface. Under no or an authorized representative of operation and maintenance of circumstances will pipe be placed beneath concrete benches. system and shall furnish a complete set of operating instructions. Project: Q D. Joining of Pie - The Contractor is responsible to be familiar with an and all methods of P P y R. General Installation -Any equipment installed by the Contractor and deemed to be for the Location: IN COMPLIANCE WITH CITY OF RENTON STANDARDS assembling, joining, and installation of the various types of pipe to be used. He will use of the Owner in various situations (i.e., gate valves, control valves, etc.). shall be so Tract #: adhere in strict accordance with manufacturers recommended guide. If during any phase of the work the Owners representative finds that the Contractor or any of installed to be readily accessible and quickly operable by the Owner Equipment deemed by the Owner to be inoperable for its intended purpose shall be given. Signed: CURRENT PLANNING ~ his workmen are not familiar with the recommended procedures, the Contractor Address: shall arrange with manufacturer of the particular product for the services of a S. Clean -Up -Shall be made as each portion of work progresses. Refuse and excess dirt shall Telephone: r� O mherrera 07�31 �2018 O qualified manufacturer's representative to instruct workmen in the proper be removed from the site, all walks and paving shall be broomed or washed down, and any Date of Acceptance: recommended procedures. damage sustained on the work of others shall be repaired to original conditions. i U) STATE OF w WASHINGTON Landscape REGISTERED DATE: Q I LANDSCAPE ARCHITECT Architectural �� 1AS IServices O.W.B_JA SURVEYED: SCALE: VERTICAL, NAw 1989 SURVEYED SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: DESIGNED % P R ❑ J E C � CEDAR RIDGE S H ❑ R T PEAT 10/20/2017 CITY OF OK: CITY OF RENT❑N, WASHINGT❑N DRAWN: PAGE:FIELD PAGEI R E N TO N FRANK WILLIAM BUSHELL 2. FB3 6 PER ENGINEER REQUEST , DRAWN � 156TH AVENUE SE, & SE. 2ND PLACE DRAWING N0: PO. BOX 11134 TACOMA, WA., 98411 CERTIFICATE NO. 255 I ONE INCH DATUM 0 Li ADDED BUMP OUT AT CORNER Fg 10/20 1 CHECKED: AT FULL SCALE Planning/Building/Public Buildin��ryl CHECKED Public Works Deftt Dept. P; 253 671 2221 / EM; FWBLAS@AOL.COM/FRANK.BUSHELLI@GMAIL.COM EXP; 1-20-2019 IF NOT ONE INCH 7/ SCALE ACCORDINGLY 7/ IRRIGATI❑N SPECIEICATINS 0 I NO. REVISION BY DATE APPR APPROVED: SHEET: OF: I-3 4 C) APPROVED m 1 O 1 0 W CONC. CURB, EXTRUDED OR POURED IN PLACE OR NO CURB AT ALL J In CONCRETE SIDEWALK A.C, PAVING OR OTHER PAVING SURFACE 6" ry O MINUS CRUSHED ROCK ;i:`'"° ::C . • 1 I=I — - SLOPE � _ 1 FOOT MINIMUM DN i , ."' a PAST CURB c o o p° o COMPACTED SUB -BASE ti= = - W so 0 C� I -III -III -III -III -I I kl f`1 I-' LOCATION TAPE ; 'NL N Q1 1 1-1 1 1-1 1 1-1 1 I-11 1 I—k_IiL. 6' ABOVE PIPE ry N SLEEVE PIPE TWO TIMES THE LL NOTE: SIZE OF INSERTED PIPE Q (PROVIDE A SLEEVE FOR WATER PIPING AND A SECOND SLEEVE FOR WIRE) VERIFY METHOD OF COMPACTION WITH SOILS ENGINEER OR GENERAL CONTRACTOR W SLEEVING DETAIL lzt N.T.S. l j PIPE SIZING CHART PIPE SIZ GPM T❑ GP 3/ 0 10 1" 11 - 16 1-1/4" 17 - 26 1-1/2" 27 - 35 2" 36 - 55 2-1/2" 56 - 80 BASED ❑N PVC CLASS 200 IPS PLASTIC PIP 5' PER SECOND VEL❑CITI �D PEB VALVE DETAIL Landscape Architectural LLk3 I Services PO. BOX 11134 TACOMA, WA., 98411 P; 253-671-2221 / EM; FWBLAS@AOLCOM / FRANK.BUSHELLI@GMAILCOM VALVE SIZING CHAT ALVE SI E GPM T❑ G 1" 0 - 17 03fi— 1-1/2" 18 - 35 ! �� 2" 36 55 BASED ❑N RAINBIRD PEB SERIES VALVE 0 30—INCH LINEAR LENGTH OF WIRE, COILED 0 WATER PROOF CONNECTION (1 OF 2) 0ID TAG 04 REMOTE CONTROL VALVE: RAN BIRD PEB 0 VALVE BOX WITH COVER: 12—INCH SIZE 0 FINISH GRADE/TOP OF MULCH 70 PVC SCH 80 NIPPLE (CLOSE) 0 PVC SCH 40 ELL 90 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2—INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT O.W.NJA FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 EXP; 1-20-2019 1. NO. PIPE (SIZE AND LENGTH AS REQUIRED) FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER 8CM MINIMUM DEPTH OF WASHED GRAVEL BRICK (1 OF 2) GATE VALVE WITH SOLID WEDGE, NON —RISING STEM (USE EITHER THREADED, PUSH —ON, OR MECHANICAL JOINT ENDS) ELL PIPE (1 OF 2, LENGTH AS REQUIRED) SERVICE TEE MAINLINE PIPE GATE VALVE DETAIL TRENCHING DETAIL O SINGLE —OUTLET EMITTER: RAIN BIRD XERI—BUG EMITTERS XB-20PC 2.0 GPH OR .0333 GPM O 1/4—INCH TUBING STAKE: RAIN BIRD TS-025 O 1/4—INCH VINYL DISTRIBUTION TUBING: RAIN BIRD DT-025 04 TOP OF MULCH 05 INSERT FITTING: RAIN BIRD 1/4—INCH SELF —PIERCING BARB CONNECTOR SPB-025 06 PE PIPE: RAIN BIRD DISTRIBUTION TUBING XT-700-100 O FINISH GRADE 08 NOT SHOWN USE END CAP AT END XT-700-100 PIPE RUN NOTE: 1. USE RAIN BIRD TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY INTO XERI-TUBE. 2. USE ONE OUTLET EMITTER UNIT SET-UP PER SHRUB AND TWO UNITS PER TREE REVISION WATER EMITTER UNITS SURVEYED: SURVEYED DESIGNED: DESIGNED FB /6/18 DRAWN: DRAWN Fg 0/20 17 CHECKED: CHECKED BY DATE AP P R�-IRIID- APPROVED SCALE: CITY APPROVED VAULT W/ LID GATE VALVE OR PRESSURE REDUCING ANGLE VALVE VALVE SHUT OFF (IF REQUIRED) 0 � �Oo p a ° °° a f GALV. PIPE THREADED CAPPED STUB OUT FROM METER SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY APPROVED DOUBLE CHECK VALVE ASSEMBLY INSTALL PLUGS IN F TEST COCKS (TYP.) z N DRAIN ROCK (TYPICAL) MIN. 12" DEPTH 36" LONG SS ROD WITH 2 SS GEAR CLAMPS QUICK COUPLING VALVE FOR WINTER BLOWOUT rMASTER VALVE I (IF REQUIRED) SECTION VIEW WILKINS 550 PRESSURE PRESSURE GUAGE REGULATION VALVE IF STATIC PRESSURE IS LINE SIZE IN EXCESS OF 80PSI GATE VALVE 3/4' DRAIN VALVE FEBCD DDUBL CHECK VALV 1' QUICK COUPLER VALVE TAP INTO DOMESTI1 MAIN LINE WATER SERVICE R MASTER IRRIGATION METER -,,_VALVE M ' WATER FLOW TO ZONE DOMESTIC SERVIC PLAN VIEW LINE WATER SERVICE MAIN LINE POINT OF CONNECTION VING O PVC SCH 80 NIPPLE (CLOSE) O VALVE BOX WITH COVER: 24—INCH SIZE OID TAG: RAIN BIRD SERIES ID TAG 04 WATER PROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) O30—INCH LINEAR LENGTH OF WIRE, COILED 06 FINISH GRADE 07 TOP OF MULCH O PVC SCH 40 COUPLING 09 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2—INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ-10000M 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER 19 PVC LATERAL PIPE XERIGATION CONTROL ZONE KIT F VERTICAL, NAVE) 1988 HORIZONTAL NAD 1983/1991 DATU M NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. R-397427 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING NO.NIL mherrera 07/31 /2018 %3�# PR❑JECT; CEDAR RIDGE SKIRT PLAT CITY OF RENTON, WASHINGT❑N 156TH AVENUE SE. & SE. 2ND PLACE IRRIGATI❑N DETAILS DATE: 10/20/2017 PAGE: DRAWING NO: I-2 4 I` J C'7 O 1 LIJ Q I..L LL O '_ V ) LU 0 ry ry LLI 0 U �i 0 10' LANDSCAPE SETBACK "3 4"1» LA LAWN \ 438 1 » 3/4" TREES-0 3 4" SHREBS-9 I - G/C-365 / D-7 ' 711 SOFT. 1.5 / 3/4» 12.45 GPM / LAWN \ II � 15' I I - I- 15' 15' I G C-370 T`-`Q 12.69 GPM 448 783 SQFT. I D-4 T - 446 1 444 _ 409 13.98 GPM 442 OFr - - - - - - - - - D-5 TREES-0 T.-T SHREBS-13 14.85 GPM G/C-433 I I LOT I I I I 702 SOFT. \ D-6 TREES---------/ SHREBS-8 1 G/C-361 11---- / �452----- 450 I I I I � � I I I I I -----------/ 440 � • � I ci DRIP IRRIGATION EQUIPMENT: V Distribution tubing XT-700, minimum depth 2" milch cover REFER TO WATER EMITTER UNITS DETAIL TO DETERMINE MATERIALS NEEDED O SINGLE -BUG L MITTE SEXB-220PC BIRD Drip Control Valve 2.0 GPH OR .0333 GPM O2 1/4-INCH TUBING STAKE: Clods station number RAIN BIRD TS-025 t-t/2 Control valve size 0 1 /TUBING: ON VRAININYL BIRDDIST RIDBU 01225 00 gallons of water per min. O4 TOP OF MULCH Control Valves to be Rain Bird XCZ-075-PRF-BF OINSERT FITTING: RAIN BIRD 1/4-INCH SELF -PIERCING XCZ-LF-100-PRF, electric, remote controlvalves CONNECTOR SPB-025 Housed one per valve box. battery controlled, O PE PIPE: RAIN BIRD DISTRIBUTION TUBING XT-700-100 O FINISH GRADE O NOT SHOWN USE END CAP AT END OF XT-700-100 PIPE RUN POINT OF CONNECTION; POC. 0 ( TAP INTO DOMESTIC WATER LINE) to be installed per construction details. 1- 1-1/2" gate valve 1- Wilkins 500, pressure regulating valve 1- 1-1-Y2" Febco Double check valve or approved equal 1- 1" Rain Bird 1" 44rc quick coupling valve with hose swivel and key. PIPE: Main line piping to be Class 200 pvc, minimum depth 18" soil cover Lateral line piping to be Class 200 pvc, minimum depth 12" soil cover Sleeving pipe to be, sch. 40 pvc minimum depth 24" soil cover INSTALL PER DETAIL (At all possible location that an irrigation might pass under any paved surface) (also provide second sleeve for irrigation wire within some sleeve trench) BATTERY CONTROLLERS; NODE-200 HUNTER 2-4 STATION MANIFOLD, BATTERY CONTROLLERS TBOS SOLENOID WITH ADPT. FOR RAINBIRD e RAINBIRD MAXI -PAW, 25 PSI, 07LA NOZZLE, 22' RADIUS, 1.5 GALLONS PER MINUTE Control Valve to be Rain Bird PEB 1-1/Y battery controlled Landscape Architectural Services PO. BOX 11134 TACOMA, WA., 98411 P; 253-671-2221 / EM; FWBLAS@AOL.COM / FRANK.BUSHELLI@GMAIL.COM STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 0.Wo EJA FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 EXP; 1-20-2019 SE. 2ND PLACE RESIDENTIAL ACCESS ---------------- ---- - - - - - - - - - - - - - _------- 1„ - - --------------------------- - 5 - 12.18 GPM G/ _ .. CEB 452 661 SOFT . .... .... . ',f-TREE41 CO L3-1- \ S/cE3 1 TEES-1 I I " .. ;I TREES-1 - )FT. 1 HREBS-12 SHREBS-17 5.63 GP G/C-156 6.80 GPM �I I I I . I G/C-185 » TREES-1 �I � \ I I SOFT. .._ ..360 1 ITREES-5 SOFT. - - - - - 6.93GPM S-17 I I -1- - - - - - _ _ 1 G/C-185 I 16.55 GPM G/C-47 466 I I 360 SQFT. I = I L3- / - I ...-��---- 916SOFT. I TREES-4 I I TREES-4 1" SHREBS-6 I I 1 SHREBS-6 2.02 GPM G/C-347 I I I 12.49 GPM G/C-361 I I L5-2 I I I I I I 675 SOFT. I II I 674 SOFT. I TREES-4 I I 1 SHREBS-6 I I I II / I I 11.92 GP G/C-328 I I I l \ / 670 SOFT. I II II 454 I --- 458 ----- / I\__ 4----__/ II TREES--2 450 4 4 I 458 I 464 10.0 GPM GHCEB 8610 448 / 4 2 456 4 0 ii 556 SQFT. (/ /----50------� 454 458 ----- -- -�\ --456 ---- ii W -I I I I I I I I I ,� TREES-5 I (\ I I o I I I 1.5 SHREBS-28I I z LLJ _ ----------/ \`------- /� Ln I I 23.64GPM G/C-672 I li W I- / I LO 1,308SQFT. ------ --- Q Q II I - Ln I » TREES-1 I II LO 1 SHREBS-6 In 6.46 GPM G/C-186 10 0 20 40 363 SOFT. II II II I ;I SCALE 1" = 20' HORIZONTAL I I < 4k ---------- -- EENERAL IRRIGATI❑N N❑TES WORK BY OTHERS 1, GENERAL CONTRACT❑R1 I I CV A. The general contractor shall provide sub -grade of +/- ,10' an 8. The landscape - irrigation contractor shall provide complete back -flow protection elevation equal to finish grade minus required import topsoil depth, equipment/devices to meet local requirements. The landscape - irrigation contractor B. The general contractor shall provide for removal of all asphalt shall check with the local cross -connection water department and install the required extending more than four inches beyond the back of any curb to equipment per local detail. If the local detail of construction varies from the plan allow for the installation of piping and sprinkler head installation, set contact the landscape architect for direction. Notification of any discrepency 2, MECHANICAL C❑NTRACT❑T: shall occure prior to start of construction, wrong equipment purchased is the A. The mechanical contractor is to supply and install the water source responsibility of the landscape -irrigation contractor. and deduct, or any other meter deemed the irrigation meter, as set forth in the plan set. He is also to set a galvanized standard threaded 9, If the local static water pressure exceeds 80 psi. the installation of a (PRV),pressure stub -out with a standard threaded cap on the discharge side of the requlating device is required, Adjust the (PRV) to achieve the maximum water meter. This stub -out is to be set at depth of 18' below proposed performance of the irrigation system, usually about 70 psi. finish grade or provide a capped connection to the domestic service line if that is the called for p,o,c„ 10. The landscape -irrigation contractor shall install the automatic controller that is called 3, ELECTRICAL CONTRACTOR: for on the plan set. the controller shall be placed as indicated on the plan set or as A. The electrical contractor is to supply 110-volt electrical power to directed by the general contractor or project owner or his agent. Any wireing to be the automatic controller, as it is located on the plan set or as pulled to the interior of a structure shall be through conduit set by an electrical directed by the general contractor. contractor then connected by the landscape -irrigation contractor. 11. The landscape -irrigation contractor shall make all low voltage connections to the controller. WORK BY THE LANDSCAPE -IRRIGATION C❑NTRACTORI The landscape -irrigation contractor shall not make any 110-volt connections, 12. All irrigation system work is to be installed per local, State, County and Federal codes 1. No irrigation work shall start without an approved sub -grade finished by the and manufacturers specifications. General contractor, 13. All outdoor valve installations are to be housed within plastic valve boxes with snap 2. It is intended that the landscape -irrigation contractor shall install systems locking lids. All boxes shall be placed within planting beds adjacent to walks or at very complete and functional in every way expected. Provide a one year guarantee least a convienient service location. Place top of box even with finished mulch or sod against workmanship and materials failure. elevations. If equipment is absolutly required to be in a paved area such as a sidewalk or traffic area, review the situation with the landscape architect an local athotarity, 3. The landscape -irrigation contractor shall be responsible for any damage to plant materials due to irrigation system failure, 14. All sprinkler pressure main line is to be minimum 18' soil cover depth, All non pressure lateral lines shall be installed with a minimum of 12' soil cover, All drip emitter piping 4. The landscape - irrigation contractor shall check and verify all site conditions shall be installed minimum of 4' depth from finished grade, prior to the start of work, any cultivating, digging and or trenching, call for service to locate and mark all services. 15. Place all pop-up sprinklers heads minimum 2' from all curbing and sidewalks. Install all sprinkler heads 8' minimum from building walls. Install all sprinklers on triple swing 5. Hand excavate for irrigation lines within areas of existing plant materials canopys joints or as an option to be approved, Flexible poly tubing and fittings. drip lines, Notify the landscape architect if any problemes are encountered routing around, existing roots, walls, walks, etc, 16. The sprinkler system is drafted diagrapatically for clarity of drafting and construction. Adjust all lines as necessary and within planting areas, Do not knowingly install any 6. The landscape - irrigation contractor shall be responsible for coordinating his equipment in an undesiralble fasion or location, the correction cost will be yours alone. work with all and any other tradeson the project site, active or inactive at the time of start of work. 17. The landscape -irrigation contractor shall install, by change order only, check valves etc., required to stope low head drainage from any head or zone. If line drains are used provide 7. The landscape - irrigation contractor is to provide for coordination with the a one cubic foot pea gravel sump wraped within filter fabric, general contractor or his agent for the installation of irrigation sleeves, chases under paving, on structure, etc. as needed for the irrigation system installation. 18. The landscape -irrigation contractor shall provide the owner with an as built drawing of the irrigation system and key's for any device required. 19. The landscape -irrigation contractor shall advise the owner in the proper way to activate and deactivate the system for winter. SURVEYED: SURVEYED SCALE: 1 - 20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Y % IOF R] R E N TO N Planning/Building/Public Works Dept. 4. REVISED DRIVEWAY APRONS FB /7/18 DESIGNED: FB 3. ADDED STREET LIGHTS FB 4/2/18 2• PER ENGINEER REQUEST FB 3/6/1 DRAWN: FB ONE INCH 1 • ADDED BUMP OUT AT CORNER 10/20 1 CHECKED: FB AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED' APPROVED R-397426 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING mherrera 07/31/2018 ' DATE: PR❑JECT; CEDAR RIDGE SHORT PLAT 10/20/2017 CITY OF RENT❑N, WASHINGT❑N FIELDBOOK: 156TH AVENUE SE, & SE. 2ND PLACE PAGE` IRRIGATI❑N PLAN I-1 _ ­ 4 H H r U GENERAL PLANTING SPECIFICATIONS MAINTENANCE FREQUENCY SCHEDULE C)` J PART 1 GENERAL 2.04 FERTILIZER AND SOIL AMENDMENTS (numbers represent times per month) FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC C) MONTHS JAN C) 1.01 SCOPE OF WORK A. All fertilizer must be approved brands conforming to state fertilizer laws. Composition to be uniform, dry, free flowing delivered to the in bags labels. B. Delivery, handling and storage of materials used in hydroseeding shall not be delivered to the site sooner than six (6) TASKS O and project site original unopened or containers with proper and original months prior to usage. Materials shall be delivered and stored in their original weather resistant containers clearly marked Mow turf &remove clippings 2 4 4 4 4 4 4 2 B. Planting pit fertilizer to be Agiform tablets, 21-gram size as manufactured by Agriform International Chemicals, Inc. with contents, date and location of manufacture, and an other pertinent dates as required b these contract documents. y P q y O � The landscape contractor is to furnish all labor, materials and equipment necessary for performing the following tasks: at 20-10-5 analysis. Materials shall stored under cover in a manor recommended by the manufacture. Materials shall be in accordance with the Edge lawn areas 1 2 2 2 2 2 2 1 Q finish grading, soil preparation and treatments, planting of trees, shrubs, ground covers, sod lawns, seeded lawns and maintenance, and replacements and related items necessary to 1. Tablets to be at the following rates: manufacturer's recommendations and the regulations of the governing regulatory agencies. Fertilize lawn areas, see note grasses, plant protection, general guarantees C. The products, seed mixture, fertilizer, mulch and tackifier shall be applied at the rates described below; 1A 1 B 1 B 1 B 1A W complete the work indicated on the drawings and/or in the specifications. a. 1 gallon plants = 1 tablet each b. 2 & 5 = 3 tablets Seed acre (as recommended by seed supplier) Control lawn As required to be done by a licensed commercial vendor A. Related work: rough grading, drainage, irrigation, see plans by landscape architect, architect, civil engineer for gallon plants each c. 7 - 15 gallon plants = 6 tablets each per 250 lbs. fertilizer 10-20-20/acre pests lay outs and description of related work. d. other large plants, 1 tablet for each 1/2" of caliper or 1 tablet for each foot of height whichever is less. 2,000 lbs. silva mulch/acre, on slope areas Control lawn weeds 2 2 1 3 4 4 4 1 4 1 4 4 3 2 2 V 1,000 lbs. Silva mulch/acre, on flat areas 1.02 QUALITY ASSURANCE 2. Place tablets evenly distributed in the plant pit when backfilled two thirds (2/3). 40 lbs J-Tac/acre, on slope areas Control shrub, tree pests As require to be done by a licensed commercial vendor C. Sod and seeded areas are to receive formula 124-8 with 50 % blue chip or "end" urea at 30 lbs./1000 sq. ft. Seed mixture for hydroseeding shall conform to the composition specified in table "A". Seeding rates are shown in "Pounds Lime application /lawn areas 1 All plant materials shall be Washington grade no. 1 as per the State Washington, Department of Agriculture D. Sod areas are to receive lime, agricultural limestone, at the rate of 100 lbs. /1000 sq. ft. of Live Seed", (PLS), per acre. PLS is determined by multiplying the percent purity, (expressed as a decimal), and then multiplying this factor by the pounds of seed in the mixture, (PLS = lbs. of seed in the mixture X% germination). orA. order numbers 1229, 1230, 1322. The quality, size and condition as determined by standards set forth in the standards 2.05 MULCH The purity and germination percentage shall be as shown on the tag on each seed container. Seed mixtures shall not Leaf cleanup As needed Q and the American Association of Nurserymen standard ANSI Z60, 1-1973. All plant names shall conform to the latest edition of "Standard Plant Names" as adopted by the American joint committee of horticulture nomenclature. contain more than 0.5 % by weight, weed °seed and shall be free of prohibited noxious weed. Additionally, the maximum Fertilize plantings 1 1 1 1 J B. Fertilizer is to to the Washington State Department Agriculture laws federal O-F- A. Mulch is to be medium sized ground fir or hemlock bark of uniform color, free of weeds, insects, splinters and large amount of inert or other seed shall be 2.0 / by weight conform of and specifications pieces of wood. Bark shell contain no resins, salts or chemicals that could be detrimental to plant growth. Installed bark Table "A" COMPOSITION OF SEED Trash clean up Every visit n 241 D pertaining to commercial fertilizers. mulch must match that of existing adjacent bark in the context of a streetscape and neighboring properties. L.L C. The finish grades and compaction of areas to be planted are: Rough Grade is to be established to +/- .10 foot, 2.06 TREE STAKING AND GUYING Kind and Variety of seed in mixture Proportion by weight. PLS/Acre Aerate lawn areas 1 M �r i and minus the depth of the specified imported topsoil if required. Rough grade is to be established by the general "Part Winterize irrigation system 1 fy contractor. Compaction is to be a workable, tillable density. A. Stakes shall be installed per planting plan details and/or as stated in 3 Execution". PRODUCT HANDLING B. Guying shall be installed per planting plan details and/or as stated in "Part 3 Execution". "See planting plan notes or plant materials legend" Activate irrigation system 1 n 1 O1.03 ` V ART 3 EXECUTION OF INSTALLATION Thatch lawn areas 1 C)= A. Do not drop plants. 3.01 SOIL SUB -GRADE D. Mulch for hydroseeding shall be virgin wood fiber made from clean, whole wood chips processed to eliminate factors Cranefly control Do not pick plants by the trunks that t inhibit growth and germination. Mulch shall remain in uniform suspension in water under agitation and shall blend 1 1 C)B. A. The soil rough grade and soil sub -grade shall be established by the General Contractor to a tolerance of +/- 0.10 foot with the seed mixture, fertilizer and tackifier to form a homogeneous slurry. When applied to the ground surfaces by Re O 1.04 PRODUCT DELIVERY minus the imported topsoil depth and be sufficient to achieve finish grade elevations after natural settling and compaction. hydroseeding, g q y g, the fibers from amoisture-holdin mat and shall have qualities that allow it to bind with itself and the seed -bark mulch areas As needed w f n A. Deliver fertilizer to the in original unopened containers bearing manufacturer's guarantees, chemical analysis, B. The soil Sub -Grades shall be approved by the Landscape Architect. Prior to placement of topsoil's all trenching, sleeving and any related digging shall be properly backfilled per civil plans and approved compaction methods set forth by the project to the soil. Mulch, in place shall allow for percolation of precipitation. Mulch fibers shall be colored with water-soluble, non -toxic green dye to aid in visual metering of the hydroseeding application. The dye shall be biodegradable and not inhibit Mulch fiber lengths inch Prune Fl. trees after bloom 1 v name, trade name, trademark and in conformance with State law. plant growth. shall consist of a range of with a minimum of 30 % averaging 0.15 or bigger 0 site superintendent, Owner or civil engineer. and 50 % or more fibers remaining on Clark Classified 24#-mesh screen. Mulch shall meet the following specifications; Prune hedges / broadleafs 1 B. Do not deliver more plant materials than con be planted in one day. C. Rototill subsoil in all planting areas to a depth of six (6) inches. Remove all rocks, twigs and any other foreign materials Moisture content 10% +/- 3.0% Prune hedges sheared plantsry 1 prior to installing/placing of topsoil. No equipment other than that required to spread the topsoil shall cross these planting areas. Organic matter (over dried basis) 99.2 % +/- 9.8 % Q C. Deliver plants with legible identification lables. Ash content 0.8%+/- 0.2% �y 1. Label trees evergreens, bundles or containers of like shrubs or round cover plants. ' g g p 3.02 TOPSOIL PLACEMENT 0 0 0 H. at 3 / consistency 4.8 / / 0.5 p y notes: *Fertilize (A). 15-5-10 at 8 lbs. per 1000 sq.ft. LL 2. State correct plant names and size indicated on plant list. 3. Use durable waterproof labels with water resistant ink which will remain legible for at least sixty (60) days. Topsoil grades are to be, to 1" below adjacent hard surface in sod lawn areas, 1/2" below adjacent hard surface areas in 3/4 A. " Water holding capacity (grams of water per 100 grams of fiber, oven dried basis) 1000 minimum , *Fertilize (B). 214-8 at 7 lbs. per 1000 sq.ft. seeded lawn areas. 2" below adjacent hard surface areas in shrub and groundcover areas to allow for mulch depth. *tree staking and guying maybe removed after 12 months. n D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. B. All planting beds shall be mounded to ensure the livability of the planting and drainage of the beds. All lawn areas Mulch shall be packaged in wet -strength Kraft or plastic bag which shall not exceed 100 lbs. in weight. The package shall labels, Mulch Weyerhaeuser * In very cold weather tender plant material should be covered with E. Notify the Landscape Architect of delivery schedule in advance so plant material may be inspected upon arrival shall have an evenly contoured crown to ensure drainage of the planted area. contain current the manufacturers name and net weight. shall be Silvafiber as manufactured by visqueen or landscape fabric and their root areas thickly mulched. W at the job site. Company, Tacoma, WA. or Hydro Mulch fiber as manufactured by Conwed Corporation St. Paul, Minnesota. *Maintenance needs/requirements may vary from scheduled herein. U C. Topsoil is to be minimum 4" depth in all planting areas or as indicated on the planting plan set notes. E. Fertilizer shall be furnished in the proportions and guaranties listed in table "B", and be comparable with application All maintenance procedures should comply or exceed horticultural standards F. Remove unacceptable plant material immediately from the site. D. All finish grades are to be constructed to comply with the plans and approved by the Landscape Architect, site by hydroseeding the fertilizer shall remain in uniform suspension in water under agitation and shall be blended with the MAINTENANCE TASK DEFINITIONS superintendent or Owner. There are to be no humps, bumps or hollows only smooth contours with proper drainage. Ensure seed mixture, mulch and tackifier. The Nitrogen portion of the fertilizer shall be 50% slow release nitrogen in the form of 1.05 PRODUCT STORAGE positive drainage away from buildings or capture of drainage by mechanical means. All rocks, twigs, roots and building Urea -Foam. A second application shall be made 8 to 12 weeks after first application of hydroseed. 1. Mow turf and remove clippings; Cut the grass at a uniform height as specified by the variety. Cut the grass debris 1" or larger in size must be removed from the construction site. at a frequency that will assure that no more than 1/3 rd. of the top growth is removed at one time. Remove all A. Store plant material in an area that will protect them from weather and damage. Store plant materialin an area so it can be properly maintained and watered. E. Finish grades must be inspected and approved by the Landscape Architect prior to planting or laying of sod. TABLE "B" the grass clippings from the site at each mowing. 2. Edging turf; Cut the grass that grows horizontal out over the turf limits, (curbs, sidewalks and bed areas). Fertilizer Composition This grass is cut at 90 degrees to the surface. 1.06 PLANTING SCHEDULE 3.03 TREE LOCATIONS Macro nutrients Application Ratio 3. Clean off paved sidewalks and entry areas; After each mowing and/or edging all the sidewalks and entry areas shall be cleaned free of grass, bark & dirt. A. Planting shall be scheduled to avoid periods of exposed soil surfaces to stop wind and water erosion. After A. After contractor has achieved approved finish grade and prior to laying sod, seeding and planting of any materials the (N) Nitrogen 10 ° 4. Fertilize turf; Four to six pounds of actual nitrogen fertilizer per 1000 sq.ft. shall be applied on an annual basis M M properly scheduling work and plant material delivery notify the Landscape Architect of a proposed schedule of tree locations are to be staked for approval. The contractor is to provide the stakes. Make field adjustments to avoid any to tree for future The landscape Architect the to field o (P) Phosphorus 20 / The fertilizer shall be such that it gives a balanced feeding throughout the year. 5. Control turf pests; Integrated horticultural control of disease and insects through chemical use. construction. This schedule after being approved by the Landscape Architect will be adhered to unless a change obstructions the plantings, now and growth. reserves right adjust plant (K) Potassium 20 % 6. Control turf weeds; Selective control of weeds through chemical and cultural practice. order is obtained from the Landscape Architect. locations prior to any planting of materials. 7. General bed work; Control of weeds, trash and leaves in bed areas and smoothing mulch. ` • , O B. Plant only during periods which are normal for the intended work, as determined by the local season, weather 3.04 PLANTING OF TREES, SHRUBS AND GROUND COVERS Macro nutrients N conditions and accepted local practices. As an optional procedure the landscape contractor, taking full responsibility, may conduct planting operations under unseasonable conditions withoutadded compensation to the contract or to A. Tree planting pits shall be excavated to six (6") or deeper and twice (two times) the diameter of the root ball. All exca- (B) Boron COUNTY TREE PROTECTION NOTES CD co subcontractors. vated soil shall be spread and smoothly graded onto project site. (Co) Copper 1. CONTACT THE PLANNING AND LAND SERVICES DEPARTMENT AT J C. The contractor is responsible to protect his work in progress and that completed as well as all adjacent property B. Thoroughly scarf the sides and bottom of the tree planting p g p 9 Y scarify p antin it for root growth penetration. Backfill mix soil shall be hand in the bottom the tree to the top the ball 1" the "Finish If level (Fe) Iron 16 lbs. /Acre (Mn) Manganese CITY OF RENTON TO ARRANGE A PRE -CONSTRUCTION CONFERENCE PRIOR TO ANY LAND DISTURBANCE. O and public properties adjacent to his work and is responsible for an damage or injuries arisingfrom this contract P P P P y 9 1 due to his actions or neglect. Work of this contract is to be confined to areas designated as work areas. compacted of pit elevate of root above grade". ground p fy pe Architect for an inspection, the most likely solution water is encountered and seems to be a problem notify the Landscape p y (Mo) Molybdenum 2. ALL TREE PROTECTION AND EROSION CONTROL MEASURES O would be creating a mounded planting bed. Trees are to planted straight, roots roots spread into natural position for bare (Zn) Zink SHALL BE INSTALLED PRIOR TO GRADING, CLEARING, OR OTHER 1.07 SITE UTILITIES root plantings. After backfilling the tree, make a 4" deep watering basin around the base of the tree and flood with water VEGETATION REMOVAL. to force air pockets out of the backfill mix after, after soil settles re -grade and re-establish the final finish grade. The fertilizer shall not contain any substance harmful to vegetation or that would inhibit growth or germination. Fertilizer 3. TREE REMOVAL SHALL BE CONSISTANT WITH THE APPROVED A. All underground utilities must be located prior to start of any work, call the local LOCATING SERVICE and give instructions for the work site location. (www.callbeforeyou dig.com), (two days before you dig!!!). C. Stake and/guy trees per planting plan details immediately after plant is in the ground and backfilled. Do not plant more shall be appropriately packaged and shipped to the project site in a form ready and usable. Packages shall be clearly labeled TREE CONSERVATION PLAN. FAILURE TO COMPLY WITH THE trees than can be properly planted staked, guyed in one work shift. with the supplier's name, contents and net weight. Fertilizer stored on site shall be protected from the weather. Fertilizer APPROVED TREE CONSERVATION PLAN CONSTITUTES A VIOLATION B. The contractor must be aware of all utility lines, and underground and overhead obstructions. shall familiarize damaged as determined by the engineer, by weather shall not be used and shall be removed from the project site for TO TITLE 18H AND OTHER APPLICABLE PIERCE COUNTY REGULATIONS. in himself and his work force with all utilities, mechanical and electrical plans that his working, digging, drilling operations D. Excavate shrub planting pits to twice (two times) the root ball diameter and at least six inches (6") deeper. Provide a disposal. 4. TREES THAT BECOME DISEASED, SEVERELY DAMAGED, OR WHICH DIE d the original installer do not damage lines. If damage occurs the contractor will provide repair and/or replacement hand compacted crown in the bottom of the planting pit for the shrub to rest on then roll back the root ball cover if B & B and backfill with the proper backfill mix and fertilizers. Use the same procedure with container provided plant materials. P P P P P F. Tackifier shall be used with the hydroseeding operation to increase the binding of the mulch, seed and fertilizer to the SHALL BE REMOVED AND REPLACED BY THE PROPERTY OWNER. ALL TREES REMOVED SHALL BE REPLACED WITHIN 60 DAYS OF REMOVAL r and this shall be at the contractors expense for all buildings, equipment, underground and overhead utilities, paving, surfacing,stairs and/or forms damaged as a result of the contractors' work. Repair shall be in a manner satisfactory 9 P rY make a slight depression around shrub and and water in to void air pockets from backfill mix. soil. The tackifier shall be composed of water-soluba polysaccharides and linear y y P p y polymers, h and no in nature, and shall form loose organic protective film on the mulch, seed and fertilizer. It shall be non -toxic and shall not inhibit growth. shall WITH A HEALTHY TREE MEETING THE REQUIREMENTS OF TITLE 18H. to the Owner before final payment is made. E. Ground covers shall be planted in an equilateral triangular spacing pattern at the on center distance shown on the plan Tackifier shall be used in hydroseeding applications regardless of slope and shall be applied at the manufacturer's 40.050B. REPLACEMENT TREES SHALL BE PROPERLY IRRIGATED OR or in the plant schedule or on the planting plan planting notes. Where ground covers abut curbing, walkways, signs or poles, suggested rate with a minimum 40 lbs / acre. WATERED AS NECESSARY TO PROMOTE SURVIVAL. THE TREE DENSITY 1.08 QUALITY CONTROL minimum distance from these surfaces or items shall be 12" from center of plant to curb or pole etc.. Minimum planting UNITS PROVIDED BY THE PEPLACEMENT TREES SHALL BE EQUIVALENT distance from center of tree planting is 14". 3.11 MAINTENANCE AND GUARANTEES TO THAT PROVIDED BY THE TREES BEING REPLACED. A. The contractor is to save all delivery slips, empty bags and containers on site for verification by the Owner and/or Landscape Architect. Bulk material such as soil shall be documented by bill of laden and weight and/or measurement 3.06 MULCHING A. All trees shall be guaranteed for a period of one (1) year, shrubs until active growth is evident as determined by the of physical amounts while still in the truck. Landscape Architect. This should approximate one growing season. A. After completion of all planting "Fine Grade" around all plantings to ensure proper specified contours for drainage etc. CONIFER TREES B. The contractor shall at all times provide all means to protect his work until conditional approval is given for the to all areas then top dress all shrub areas that are to receive mulch. Mulch all beds with a minimum depth of 2.5" depth B. The Landscape Contractor shall make monthly checks of the project during the guarantee period and all dead plants work and/or for any required time to assure vigorous plant establishment. of specified mulch to achieve a minimum 2" layer after settlement of mulch. and plants not in a vigorous, thriving condition will be replaced immediately by the contractor with no additional costs to the contract. 3.07 PRUNING 1.09 GUARANTEE C. The landscape Contractor shall not be responsible for replacing plants destroyed by vandalism or accidents caused DECIDUOUS TREES A. Upon completion of work under this contract and prior to final inspection of all trees, the trees planted and the trees by vehicles other than the contractor's, or by acts of God including unusual sever weather conditions. A. Guarantee all plant materials to be in healthy and thriving condition. that were existing on site, shall be pruned and /or shaped as directed by the Landscape Architect. Pruning and/or shaping y shall be done in such a manner as not to change the natural habit or the expected natural shape of the plant. All cuts shall D. Should replacement fall due during a non -planting season, the contractor may request the Owner's permission to defer „`• 1. Trees for a period of one (1) year from the time of coditional approval be flush, leaving no stubs. On all cuts three quarters of an inch and larger in diameter, and any bruises or scars, on the bark planting until the proper season. However, the contractor will be responsible to remove all dead materials from the site + : ► s 2. Shrubs, ground cover, sod, hydroseeded areas, seeded areas until active growth is apparent. shall be cleaned and sealed. and properly dispose of that material. This shall include the removal of all roots and backfilling of the planting pit. Re -sod III, •3' all dead or declining sod areas and re -sod with the specified sod and re -guarantee per the contract. r� B. During the guarantee a through the maintenance period , all dead, diseased, dying broken or missing plant 3.08 SODDING 3.12 MAINTENANCE • 0 materials shall be replaced at once. The replacements are at no added cost to the contract and shall be that specified. A. Grade soil as specified herein to a smooth contour with no irregularities. Refer to the grading/planting plan for proper a . P1 drainage of site. Sod shall be laid with tight end and side joints, level and smooth. Sod pieces shall not be used if they are A. Maintenance shall coincide with and be continuous during the planting and sodding operations and/or until vigorous w w 1.10 GUARANTEE EXCEPTIONS less in size than one quarter sod slab. Sod joints shall be staggered by one half of sod slab. Sod shallbe installed cross stand of lawn and health plants are evident. y P w w slope. of A. During the guarantee period the landscape contractor shall not be responsible for materials destroyed or damaged B. Sod is to be laid usin I g plywood staging to ensure a uniform surface and stop rutting of already laid sod areas. Trim B. Maintain the sod and/or seeded areas with constant moisture to at least six (6") inches. Keep all sod areas free from weeds and undesirable grasses b application of a suitable selective weed killer or hand pulling of weeds. Maintain all 9 y PP y P 9 4' by vandalism, accidents caused by vehicles other than acts of God, (or your higher power), or unusual winter freezes or floods. areas adjacent to hard surfaces and shrub beds with a power edge trimmer. Bed areas shall be of smooth curves. areas by watering, weeding,re-soding, re -seeding, mowing, fertilizing edging and any other necessary operations that may C. Water sod with a fine spray to keep it damp and fresh prior to being laid. After sod area is completed, amount done be required to maintain a vigorous stand of grass. Protect areas against damage, including erosion, trespass and provide PART 2 PRODUCTS AND HANDLING at the end of work shift, shall be watered as stated above. Be careful not to flood sod areas and ensure that no one walks proper safeguards. Fill all areas that settle as specified . At the end of the guarantee period the lawn shall be healthy SHRU S & GROUND COV across the sod areas. After twenty-four hours sod areas shall be rolled with a water filled roller, at an opposing angle to with no bare or discolored spots or areas. 2.01 SOIL, IMPORTED TOPSOIL the the direction the sod was laid to level and smooth the area. C. Maintain all trees and shrubs in a vigorous thriving condition by watering, pruning, cultivating, spraying and any other Provide a 4' high me fence 3' outside the drip line IIQfal,as where any activity may 3.09 SEEDING LAWN AREAS necessary operation. Spraying shall be done by a licensed, bonded applicator and as approved by the landscape architect. trees and vegetation t@rbffs drip line, cover area with A. Imported soils for topsoil and planting mix shall be as noted on plan notes. All tree supports, stakes, guys and other mechanicals shall be kept intact and adjusted as required and effective in support protected and preservg4diurl wood chips and cover A. Lawn seed shall be fresh, clean, new crop seed composed of the stated varieties mixed in proportions and testing of the trees. during construction, area with a Metal plate cover. 1. A soils test is recommended for all projects and those results supercede any plan notes. minimum percentages of purity and germination. D. During the period of construction, the contractor shall keep all new areas clean and in good condition. Keep site free ELEVATION OF A PROTECTED AREA 2.02 SPECIAL SOILS B. Lawn seed may be mixed by dealer or by approved method on site. If seed is mixed by the dealer, the contractor must of trash and debris. Keep concrete and all paved areas swept and washed down. Protect all drainage systems to be free furnish a dealers guarantee statement of composition of mixture and percentage of purity and germination of each of the of soil and in proper order, those installed and those existing. LOCATION OF TREES A. As noted on plan notes if required. A soils test is recommended for all projects and a soils laboratory test results varieties. If seed is mixed on site, deliver each variety to the site in its original unopened containers bearing dealers guarantee E. Refer to maintenance frequency schedule for proper maintenance definitions and scheduling. AND OTHER VEGETATI supercede plan notes. testing to be done at the project Owners expense. analysis. Sow seed at the recommended rate for complete coverage ehen grown. 2.03 PLANT MATERIALS 3.10 HYDROSEEDING GENERAL INFORMATION 3.13 CONDITIONAL ACCEPTANCE +3' A. At the time of completion of the entire project, a final inspection will be made for conditional final acceptance. At that +3' All plant material quantities, species and varieties, plant size and condition shall be that of the plants indicated A. This section includes the requirements for hydroseeding which includes seeds, mulch, fertilizes and tackifier. time a site visit inspection report will be issued. This report will contain a list of required items to finish the project or will + LINE OF 4' HEIGHT on the planting plan legends. Plants are to be well foliated, well maintained, in acceptable condition and showing o 1. Hydroseeding shall be applied to all areas designated as such on the planting plan. act as the final inspection report. Final acceptance will be the end of the guarantee period after all required replacements P P P 9 P q P and/or repairs have been mad to the satisfaction of the Owner. The Landscape installation shall be ready for inspection PROTECTIVE FENCE 3' FROM DRIP LINE normal habit of growth, have all buds intact and be free from disease and injury, insects, insect eggs, larva, indication of any root disease, root ball to be weed free, root ball to be free of weed roots. Plant substitution are only to be made 2. The seed mixture, fertilizer, mulch and tackifier shall be applied at the rates specified in part 2 of this section. 3. Whenever possible, the contractor shall complete the hydroseeding operations during the spring seeding period. at the time it is called for or the Landscape Contractor will pay consultants hourly fee time to and from the site. with written consent of the Landscape Architect. depressions which would channel flow water runoff. 4. The contractor shall not create de P + +3 5. Notify the Landscape Architect less than 24 hours in advance of any seeding operation. Work shall not begin until DRIP LINE OF 1. Designation of plant root condition areas prepared or designated for seeding have been approved. +3 +3' ALL VEGETATION 6. Hydroseeding shall not be done during windy weather or when ground is frozen, excessively wet or otherwise TO BE PROTCTED a. BR =bare root not tillable. b. B&B = balled & burlap 7. The hydroseeding equipment shall be that of the industry. Mixing shall be performed in a tank, with built in PLAN VIEW OF A PROTECTED AREA c. Con. = container, (gallon, pots, etc.) continuous agitation and recirculation system of sufficient capacity to produce a homogenous slurry of fiber stabilizing d. Box = Wood Box and water retaining elements of seed, fertilizer and water in the designated proportions. The system shall have a e. F = Flats discharge which will apply the slurry to the areas to be treated at a continuous uniform rate. TREE AND OTHER VEGETATION PROTECTION DETAIL 8. Loading and mixing shall be done with the agitation system operating at part speed. Water should be added to B. Sod shall be as noted on plan set notes. the tank and good recirculation shall be established. Materials shall be added in such a manor that they are uniformly blended into the mixture. C. Seeded lawn shall be that noted on plan set notes. 9. The contractor shall protect areas which have been hydroseeded, against vehicle and pedestrian traffic. Areas D. Seeded grasses, wild flower mix, native restoration seed mix shall be as noted on plan set notes. which have been damaged prior to final inspection, and areas failing to receive a uniform application at the specified rate shall be hydroseeded again at no additional cost to the contract. R 3 9 74 2 5 E. All plants shall be acclimated to the conditions prevailing at the project site and have been grown continuously 10. Inspection of the application shall be performed at the time of application by a representative of the Owner. All in the same type environment and plants shall not be from cold storage or artifical environments. material shall inspected to loading the system. I IN COMPLIANCE WITH CITY OF RENTON STANDARDS J I I CURRENT PLANNING mherrera 07/31 /2018 '� O I (n STATE OF UJ WASHINGTON Landscape REGISTERED SURVEYED: SCALE: DATE: 11 �J 0 LANDSCAPE ARCHITECT Architectural �� 0-ubj& ks SURVEYED DESIGNEDDESIGNEDC VERTICAL: NAVD 7988 SCALE HORIZONTAL: NAD 1983/1991 TY 0E �FlELDBOOK: P R❑ J E C T f CEDAR RIDGE S H❑ R T P L_ A T 10/20/2017 CITY OF RENTON, WASHINGT❑N � ServicesDRAWN: RENTON PAGE: d FRANK WILLIAM BUSHELL PER ENGINEER REQUEST FB 6 18 DRAWN 156TH AVENUE SE, & SE. 2ND PLACE DRAWING NO: PO. BOX 11134 TACOMA, WA., 98411 CERTIFICATE NO. 255 1. 0/20 17 CH FULLNE NSCALE DATUM ADDED BUMP OUT AT CORNER FB CHECKED: AT Planning/Building/Public Buildingl Public Works Dept.0 P; 253 671-2221 / EM; FWBLAS@AOL.COM/FRANK.BUSHELLI@GMAIL.COM EXP; 1-20-2019 CHECKED IF NOT ONE INCH y/ y/ PLANTING S P E C I E I C A T I❑ N S LJJ W NO. REVISION BY DATE APPR APPROVEAPPROVED SCALE ACCORDINGLY SHEET:L_� OF: C) U_ O O p ' r O W ti MULCH: USE SPECIFIED MULCH PR❑VIDE A 4" DEEP WATERING iU AT SPECIFIED DEPTH. BASIN AROUND SHRUB, WATER 2-2"X2" FIR STAKES, PRE -STAINED TAPER DEPTH TO PLANT IN THE SHRUB THEN REMOVE BASIN PR❑VIDE A 4" DEEP WATERING BROWN, DRIVEN INT❑ STABLE TRUNK, BASIN, WATER IN THE TREE THEN UNDISTURBED S❑IL. PARALLEL, REMOVE AFTER TREE IS WATERED EVEN TOPPED & UNSCARRED Q IN THOROUGHLY J 2- HOSE AND 12 GUAGE WIRE TIES n T❑PS❑IL PER SPECIFICATI❑N FINISH GRADE NAIL WIRE TO STAKE TO STABILIZE ry ROUGH GRADE T❑PS❑IL PER SPECIFICATI❑NS FINISH GRADE ROUGH GRADE CM O N _ ---- --=-- �.. p cn........................................ ............................................. WBAC _ o I FILL MIX O ry PLANT PIT EXCAVATED TO PERKSPECIFICATI❑NS + + + — — - - PLANT PIT 2 TIMES THE + + + + + EXCAVATED T❑ — +++++++ - Mr, =.. Q R❑❑TBALL DEPTH AND 3 —I + + + + I R❑❑TBATIMES THEI DEPTH AND'2 + + + II TIMES THE WIDTHL Q I III I I TIMES THE WIDTH J 0 PULL BACK 1/2 OF BURL PULL BACK 112 OF BURLAP W AND CUT WIRE BASKET AND CUT F ATTACHED E BASKET U IF ATTACHED AGRIF❑RM FERTILIZER TABLETS AGRIF❑RM FERTILIZER TABLETS HAND COMPACTED BACKFILL MIX QUANTITY PER MANUFACTURE'S HAND COMPACTED BACKFILL MIX QUANTITY PER MANUFACTURE'S MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATI❑NS MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATI❑NS BALL CROWN 1" ABOVE THE FINISH GRADE BALL CROWN 1" ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX co SPECIFIED BACKFILL MIX co ROOT BARRIER REQUIRED WHERE TREES ARE o ONE GALLON AND LARGER M ATER ALS co WITHIN 5'-0" OF ANY CURB OR SIDEWALK EDGES. N SHRUB PLANTING DETAIL O 10' LENGTH CENTERED ON TREE ROOT BALL, 5' p J copyright One Leaf Publishing Co. N.T.S. ON EACH SIDE OF TRUNK. PLACE AT CURB OR p DECIDU❑US AND EVERGREEN ~ SIDEWALK. AMERICAN DRAINAGE PRODUCTS MODEL RB-18 DECIDUOUS TREE PLANTING AND STAKING DETAIL N.T.S. 1 /2 EQUAL EQUAL MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TRUNK AREA. � J G GROUND COVER G J ROUGH GRADE SPECIFIED T❑PS❑IL :- :edge =of planting .ar.ea � plant R-397424 99 4 POTS AND SMALLER TR ANGULAR SPADNIS DETAL N.T.S. GROUNDCOVER PLANTNIG DETAL Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J I I j N.T.S. CURRENT PLANNING mherrera 07/31 /2018 0 O U) j STATE OF WLandscape WON REGISTERED LANDSCAPE ARCHITECT SURVEYED: SCALE: DATE: ffV Architectural DS �� ��� BJADESIGNED DESIGNED: HORIZONVERTITAL NAD 1983/1991 1 0/ 2 0/ 2 0 1 7 SCALE o CITY OF P R❑ J E C T CEDAR RIDGE S H❑ R T PLAT SCALE FlELDBOOK: CITY ❑F RENT❑N, WASHINGT❑N R) — Services DRAWN: PAGE: R E N TO N � �QQ j p p (1 j� { p ��] p 98411 PO. BOX 11134 TACOMA VV A. 9O4 1 I FRANK WILLIAM BUSHELL 2 FB 6 18 DRAWN 156TH AVENUE SE. & SE. 2ND PLACE DRAWING NO: ONE INCH DATUM Li > > P; 253-671-2221 / EM;FWBLAS@AOL.COM/FRANK.BUSHELLI@GMAIL.COM CERTIFICATE NO. 255 1. EXP; 1-20-2019 0 20 17 CHECKED: CHECKED AT FULL SCALE Planning/Building/Building/ Public Works De t. IF NOT ONE INCH 7P PLANTING DETAILS 0 W N0. REVISION BY DATE APPR APPROVEAPPROVED SCALE ACCORDINGLY SHEET: OF. 3 U ti M O W O U) rW V 0 �_y r ry Q ID W U C`7 4- 0 J PLANT MATERIAL SCHEDULE 60" OF REPLACEMENT TREES ARE REQUIRED, 99" HAVE BEEN PROVIDED TREES QUANTITY Prunus serrulata 'Amanogawa' 3" caliper Amanogawa Flowering Cherry Box or B & B height 20' x spread 8' deciduous, zone 4 flower rose red 0 3 Prunus cerasifera 'Newport' 3" caliper Newport plum Box or B & B height 20' x spread 20' deciduous, zone 3 Fall Color Reddish 13 Ouercus rubur 'Fastigiate 3" caliper Sky rocket Oak height 45' spread 15', deciduous, Drought Tolerant zone 5 fall color yellow — Brown D 16 Pyrus calleryana 'Capital' 3" caliper Capital Pear container or B & B height 35' x spread 12' deciduous, Drought Tolerant zone 5 white flowers, red fall color 10' LAND SETBACK C V) I— U / 0 L1J E/T \ I— \� CD vl X 111 15 1 1 2, 3, III 83 SQFT. �� TREES-1 SHRUBS 91 © 22 ® 18 36 OS GENERAL PLANTING NOTES Prunus Laurocerasus 'Otto Luyken' 5 gallon Otto Luyken Cherry Laurel container height 3' x spread 6' evergreen, Drought Tolerant zone 3o — 9 Berberis thunbergii 'Aurea', Yellow Leaved 5 gallon Golden Japanese Barberry container height 3' x spread S-4' evergreen, Drought Tolerant zone 4 Abelia 'Confetti' 5 gallon Confetti Variegated Glossy Abelia container height 3' x spread 3' evergreen, Drought Tolerant zone 7 Helictotrichon sempervirens 3 gallon Blue Oat Grass container height to —18" spread, Clumping evergreen, zone 4 Viburnum rhytidophyllum 5 gallon Leatherleof Viburnum container height 8' —15' x spread 6'-12' evergreen, Drought Tolerant zone 3-9 The landscape contractor shall be responsible for familerizing themselves with other site improvements prior to starting any work on the project, The landscape contractor shall use caution while excavating to avoid disturbing any utility, If utilities are disturbed the contractor shall at once notify the general contractor, owner or anyone that would have interest in the disturbance. The landscape contractor shall call for a complete locate prior to start of work. The landscape contractor shall be responsible for computing the correct quantities of plant materials, amounts of materials such as soil, bark and any other required materials and labor etc, needed to complete the project, Ground, cover if used, shall be planted in an equilateral triangular spacing pattern at the spacing shown on the plan set materials legend. Where ground covers abut a curb, walk or planting bed edge the minimum spacing to the edge is 12" from the center of the plant. Ribes Songuineum 7 5 gallon R S Flowering Currant container height 10' x spread 8' evergreen, Drought Tolerant zone 5 © 38 Cotoneaster 'congestus' 5 gallon Pyrenees Cotoneaster container height 3' x spread 3' evergreen, Drought Tolerant zone 6 Leucothoe axillaris © 15 5 gallon Coast Leucothoe container height 3' x spread 4' evergreen, zone 5 GROUND COVERS] ENTIRE SITE Lawn Area storm drain tract 2,343 Sq.ft. Lawn to be "Eco—lawn", (trade name), containing; Certified Fine Fescue Oracle Creeping Red Fescue Maxima 1 Creeping Red Fescue Spartan II P 9 P 9 P Hard Fescue, Sealink Slender Fescue, SR 5130 Chewing's Fescue, SR 3210 W W W Blue Fescue, SR 3150 Hard Fescue. (percentage of each seed per manufacture W W W count) Broadcast at a rate of 5 Pounds per 1000 sq.ft. water tell established W W W with temporary irrigation system. 650 7,650 Sq,ft Arctostaphylos uva—ursi 'Emerald Carpet' 1 gallon l t5� Emerald Carpet Common Bearberry container P height 10" — 18" spreading evergreen, zone 4 Ground covers shall be planted at 18" on center through out entire planting bed indicated Vinca minor 'Alba' 1 gallon L,2�plcmts White Common Periwinkle container height 6" —10" spreading evergreen, zone 5 Ground covers shall be planted at 18' on center through out entire planting bed indicated EXISTING TREES TO REMAIN \ E• T / 4 LOCATED ON SITE SE. 2ND PLACE RESIDENTIAL ACCESS 5, All sub -grades shall be set by the general contractor to 1/10th of an inch of finish grade less the depth of the specif led imported topsoil depth. 6. A minimum depth of 4" three way imported topsoil shall be used in all planting areas and lawn areas. 7. Rototill all shrub -lawn areas to a depth of 8" except areas that slope and tilling would jeoperdised stability 8. Provide a minimum depth of 2-1/2" fine bark mulch in all new shrub beds, keep mulch of f plant trunk. 9. Fertilize all plantings with agro transplant fertilizer 4-2-2 per the manuf acturers specifications, 10. Fertilize all plantings with agriform tablets per the manufacturers specifications. 11. All plant materials shall conf orm to the current edition of the A,A,N, standards for nursery stock. Any replacements of dead or damaged stock shall be completed at once, PAT MATERIAL SCHEDULE STORM DRAIN TRACT auANnrY TREES Ace X freemanlii 'Jefferson' 2" caliper F 1 Au n Blaze Maple Box or B& B heig t 50'x spread 40' deciduous, zone 3 /Cedrus Deodara (INCHES ?) 6 foot height 4 Deodar Cedar Box or B & B height 50' x spread 25' evergreen, zone 4 0 33 Thujo occidentalis 'Smarogd' (INCHES ?) 6'm height Emerald Green Arborvitae container or B & B height 12'-15' x spread 4' evergreen, zone 2 r�---— \�\� \A\15'_F1NG// tEES'\OFF'''�� 12. The landscape contractor shall maintain the landscape Burring and through construction and until final acceptance, 13. The landscape contractor shall guarantee and warantee all materials and workmanship for a period of one year and/or one complete growing season 14. The property owner shall water all areas after acceptance from the landscape contractor and through the one year and one complete growing season of all plant materials, 15. Trees shall include a mulch ring that has a depth of three inches (3') and is at least (3') three fee in radius around each tree. SURVEYED: 4. REVISED DRIVEWAY APRONS FB 6/7/18 DESIGNED: 3. ADDED STREET LIGHTS FB 4 2 1 FB 2. PER ENGINEER REQUEST FB °mow"' FB 1. ADDED BUMP OUT AT CORNER FB 10/20 17 CHECKED: FB NO. REVISION BY DATE APPR APPROVED: APPROVED SCALE: 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF V`R] RENTON VAW Planning/Building/Public Works Dept. SHRUBS Amelanchier Canadensis 5 gallon A 7 Shadblow Serviceberry Container height 10'-12' x spread 8' decidious, zone 3 flower white Myrica Californica 5 gallon k A 5 Pacific Wax Myrtle Box or B& B height 25' x arching, evergreen, zone 6 Rosa Rugosa 5 gallon ® 17 Rugosa Rose Box or B & B height S-8' x spread S-8' deciduous, zone 3 flower red, Wight, yellow Ribes sanguineum 5 gallon S 4 Flowering Current Container height 10'-12' x upright, deciduous, zone 5 flower rose —pink Rosmarinus officianlis 'Lockwood de Forest' 2 © 30 gallon Lockwood de Forest Rosemary Container height 2' x spread trailing, evergreen, zone 4 flower blue ® 10 Voccinium ovatum 5 gallon Evergreen Huckleberry Box or B & B height 2'-3' x dense mound, evergreen, zone 7 black berries I © II II II II 0 II II II II II II I I II II II II II j I LLI II Q © jl n tcc_11� > n II Q Q 3 11 n- o Qo z II LO — 0 II II � II X II II � II II II II II II D II jl II R-397423 (10 O O O I� Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 0 O mherrera 07/31 /2018 2 U) W 0 PR❑DATE:JECT; CEDAR RIDGE SHORT PEAT 10/20/2017 CITY OF RENTON, WASHINGT❑N FlELDBOOK: C�'/ 156TH AVENUE SE. & SE. 2ND PLACE PAGE: DRAWING NO: W PLANTING PLAN v L —1 SHEET: OF: 3 co 1 O 1 0 W Q J ry O U) w CD 0 ry ry Q w U CEDAR RIDGE SHORT PLAT 10' LAND SETBACK LLI F- C N F U 0 Ld LLI E/T \u a w +II Landscape iks I Architectural Services PO. BOX 11134 TACOMA, WA., 98411 P; 253-671-2221 / EM; FWBLAS@AOL.COM/FRANK.BUSHELLI@GMAIL.COM PORTION OF NW 1/4 SECT 32, T 22N, R 5E, W.M., CITY OF RENTON, (PARCEL NO. 146340-0045, - 0049) SE. 2ND \\ \ \ I /I G�kEES 1 \ \ \ OFF�� SITE PLAN NOT TO SCALE STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT u-aja FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 EXP; 1-20-2019 Eli 1. NO. REVISED DRIVEWAY APRONS CHANGED OUT SITE PLAN REVISION Ld (n J Z > ry aQ -COf �- 0 CD �5. STREET fTY MAP SHEET LEGEND SHEET NUMBER DCSCRIPTI❑N T1 C❑VCR/TITLE SHEET LANDSCAPE PLANTING L-1 PLANTING PLAN /LE❑END/N❑TES L-2 PLANTING DETAILS L-3 PLANTING SPECIEICATI❑NS LANDSCAPE IRRIGATI❑N SURVEYED: SURVEYED FB 7 18 DESIGNED: DESIGNED FB 4/2/1 E FB 3/6/18 DRAWN: DRAWN FB 10/20 171 1 CHECKED: CHECKED BY DATE AP P R APPROVED: APPROVED I-1 IRRI❑ATI❑N PLAN I-2 IRRI❑ATI❑N DETAILS I 3 IRRI❑ATI❑N SPECIEICATI❑NS I-4 IRRIGATI❑N WATER USE CHARTS R-397422 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE: 0107TllIIIIIIIII ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL:NAD 1983/1991 DATU M CITY OF RENTON ["OR V459V Planning/Building/Public Works Dept. CURRENT PLANNING mherrera 07/31 /2018 w DATE: PROJECT; CEDAR RIDGE SH❑RT PLAT 10/20/2017 CITY OF RENTON, WASHINGT❑N FlELDBOOK: PAGE: 156TH AVENUE SE. & SE. 2ND PLACE DRAWING NO: TITLE / C❑VER SHEET T-1 1 U ti ry I Q J O U) rw V o 0. Q 0 W 0 Q n rr O Cn W 0 rr rr Q W 0 S87°31'51 "E 141.07' 432 LEGAL DESCRIPTION \ rnl^ PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. EX. SDMH �I RIM=473.32 (UNABLE TO OPEN) II EX. SSMH RIM=450.95 EX. SDMH IE 10" PVC 443.4 E & W RIM=470.70 \, INV=466.45(12"N) 11 EX. CB EX. CB INV=461.82(12 S) SSMH RIM = 446.57 RIM = 452.90 EX. SDMH I \ RIM=435.17 INV = 443.5 (12" E, W) INV = 447.9 (12" E, W) EX. CB - E J 0" PVC 427.0 E & W EX. CB RIM = 469.6RIM-470.42 (UNABLE 9 TOPEN) - -A RIM = 454.C7 INV = 467.5 (E, W) '" = 12" E, W -0 INV 449.4 ( ) 7 EX. SSMH / / B 3 18 s� - - - - - RIM=470.84 w12"D.I. W-w -�W - - --_`-- -- \ '� SD 4S4 �, A�=451.62 E,SW) 4 os5 U o4 _ EX. 12,' [w11. WA - 166 ,s2 (C:E!Vl\P CHANNrL) \ 4+00 / - W �_ _ 5400 s+oo / EX. 112" DPI - � -sD - w - -� 7+00 ]-sD--EX.-a-�-"-p "2 \ EX. 10" Pvc SS S.E. 2ND PLACE s+oo 87'31'51" 653.71 CB \ ACC) 9+ 0 10+00- 4,34 -S \ I I \ \ I EX. 10" PV SS _ �87 31'S1 "E 110. D - -sD ((( - - - -� rR - 30.01' - - �S 7°31'51 "E 110.0 \ 0 H 7 EX. DWY. �� - � �- _ _S87°31'51 "E 349.28' RAM=47�.26- EX. CB i - __ - - - � _ � X. SDMH VAI RIM = 434.7 T- 448�_ INV = 431.5 (12" E, W) it '�>?�, 444 I _t_� - _ ACC `o \ A \ RI�4=469 \ ��^ EX. CB \ \ \ RIM=468.85 VV 467.04(12"NE) A \ \ �EX. RESIDNCE� ao I I EX. RESIDENCE _ APPROXIMATE LOCATION OF STORM VAULT _n I \ Q5 �i , EX. SHO N I \ \ i Ln O \ \ EX SDMH ., AULT -I- w ( p O Ln I \\ 3 ACCESS RIM=464.16 -00 O w EX. PATIb�I „�� ACCESS SS�VA4-T EX\SHED RIM=462.97 HOUSE EX.o \ 0Ln 0 o 21 APPROXIMA LOCATION OF Z z9 R`SO 2A23 \ STORMi-VAULT BOTTOMM, cc \ QQ \ 12,k) \ ULT=452.E+/.- �P 11 VA' ' 0 SEX. SDI-! �uLT-- 0 ACCESS - \ RS RIM=459.93 �I EX. GARAGE/SHED \ \ EX. GARAGE \ 3 EX. SDMH- _ _ RIM=459.06 \ N87°36'43"W 110.03' _ INV=455.11(12"N)* N87°36'43"W 110.04' - � � � � � .} _ INV=455.11(12"SE)* \ INV=455.11(12"S)* \ \ I N87'36'43"W 377 - - - 438 SURVEY �- PREPARED BY: 4.90 EX--EBEL-� RIM=457.37 DRYCO SURVEYING INC. INV=455.23(12"E) 827 MAIN ST #A INV=455.23(12"N) SUMNER, WA 98390 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 BLK 2 LESS S 150 FT LESS W 110 FT OF CEDAR RIVER FIVE ACRE TRACTS NOTE: ALL EXISTING STRUCTURES SHOWN ONSITE WILL BE DEMOLISHED AT TIME OF CONSTRUCTION VERTICAL DATUM NAVD88 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) BASIS OF BEARING V) COR 2104 N W. 1/4 CORNER co w SEC. 14-23-5 000 N=178318.3987 (NAD 1983/91) N a E=1316631.2558 (NAD 1983/91) w = EL.=399.34 (NAVD88) Ln c� co _ COR 2105 0 u- N=178205.7460 (NAD 1983/91) 0 E=1319243.6880 (NAD 1983/91) z a EL.=468.87 (NAVD88) a S.W. CORNER SEC. 14-23-5 HELD PER PLAT OF HIGHLAND ESTATES AFN 20030205000023 S87'31'51 "W 2614.86' PLAT OF HIGHLAND ESTATES ROTATED +00'28'28"W N88'10'53"W 2621.19' PLAT OF HIGHLAND ESTATES SITE 0 z LD J N = wp N N Q �a 0- 00 z c� `- z� N Q r. W Q, m-,, u- ro 000� rn� N Q QQ(% m Z W #J y Pacific f J J } r lc.r Jrj ,iJ J .riJ J J Desitii, } f '� �I _Civ ���1�}� Planning Can .a1 lu1 r� SUR pRYco E51(;�IED DLo LARSEN 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 5/8/18 JF 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 3/9/18 JF DRAMDRAWN,�- E. MARSHALL 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF J. LNG N0. REVISION BY DATE APPR APPROVEDa J. FENG COR 2105 N=178205.7460 NAD 1983/91 E=1319243.6880 NAD 1983/91 EL.=468.87 NAVD88 KCSC 3764 N=175534.5540 NAD 1983/91 E=1319199.1090 NAD 1983/91 EL.=368.28 NAVD88 1 "=20' ONE INCH AT FULL SCALE IF NOf ONE INCH SCALE ACCORDINGLY VEIMCAL. HAVO 1 HORRONTAL; NAD 196 1991 DATUM E�s,SDMH VAULT -j ACCESS RIM=455.65 APPROXIMATE LOCATION OF EX. STORM VAULT CITY OF RENTON Planning/Building/Public Works Dept. I� 0 c0 O EX. CB O RIM=472.75 I� INV=468.31(12"N) r INV=468.21(12"S) V X. CB RIM=470.51 INV=468.72(4"N) 474 I I INV=467.85(12"SE) EX. SID 0 R M 469.53 5� 46 \ APPROX. SEWER VAULT GRATE STUB LOCATION BOTTOM VAULT=4e4 6+ - CM 0o N 0 I I I\ \ i 0 + I I I �� N \RET. IA/ O O �"� D� I \ II I \ KEYSTONE RET. WALL VJ w w z 0 of T O N N 20 0 10 20 40 GRAPHIC SCALE SCALE: l'-20' R-397421 I Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS n CEDAR RIDGE SHORT PLAT EXISTING CONDITIONS rr O C� W CD DATE, 0 8-8-2017 Cr FIELDIMM. PAGE DRAWING W. a 0 W SHEET, OP C22 C22 U PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. rn I I W I- Q n I-_ rr O �_ V ) W (3 0 rr rr Q r) W U T N I— w Lu 17 C/) ej 4 Pacific Civil Enginewing KEN �'i AHEAD I . STA 10+00 (S.E. 2ND PLACE) STA 20+00 (156TH AVENUE S.E.) E*ISTING LANE STRIPING STA 20+43.74 156TH AVENUE S.E. 20+00_ (MINOR ARTERIAL) 10+00 FRONTAGE IMPROVEMENTS ON EAST SIDE OF 156TH AVE S.E. PER MAIR SHORT PLAT LUA 14-000708 r I p6-b x / SEE DETAIL I THIS SHEET AHEAD "SCHOOL CROSSING" SIGN PER MUTCD S1-1 AND "AHEAD" SIGN PER MUTCD W16-9P, LOCATE SIGNS 150' IN ADVANCE OF THE INTERSECTION, ALL�SIGNS SHALL BE YELLOW —GREEN. (2 LOCATIONS TYP.) CHANNELIZATION (PER MAIR SHORT PLAT (LUA 14-000708) TIE TO EXISTING —PAVEMENT MARKINGS — — P ALL PA ENT MARKINGS) EXISTING LANE STRIPING STA 20+80.83 — — 214+00 — — — 22+° — REPLACE STRIPING EXISTING DOUBLE i i AS NECESSARY, YELLOW CENTER LINE i i MATCH EXISTING STRIPING --------------------- --------------------- i /. . i� 127.4' I STA 9+63, 18.73'R (S.E. 2ND PLACE) I I C = STA 20+17, 36.61 R (156TH AVE S.E.) I i _ 5 BIKE LANE ALONG 156TH INSTALL NEW STREET NAME SIGN PER COR STD. i _ L-38.6' AVENUE SE PER COR STD PLAN 134 FOR "SE 2ND PLACE" AND "156TH i I _-88.5 PLAN H009.2 TYP I ( ) AVENUE SE" SEE SHEET C15 FOR DETAILS - men I I , R= "SCHOOL CROSSING" SIGN PER MUTCD S1-1 AND "AHEAD" SIGN PER MUTCD W16-9P, LOCATE SIGNS 150' IN ADVANCE OF THE INTERSECTION, ALL SIGNS SHALL BE YELLOW —GREEN. (2 LOCATIONS TYP.) NOTE: ALL SIGNS SHALL BE MOUNTED ON METAL POST PER COR STD PLAN 129 v1vfTv NEW STOP SIGN PER MUTCD STD R1-1 LOT 6 CURB RAMP TO BE LOCATED AS PER DETAIL IN SHEET 1 1 1 16" THERMOPLASTIC STOP BAR / STA 9+39.14 �5a Ii 71' R.O.W. CHANNELIZATION IMPROVEMENTS PER CEDAR — RIDGE SHORT PLAT (LUA 17-000263) 44' WIDE ROAD Fj' CEDAR RIDGE 156TH AVENUE S.E. SHORT PLAT 11' DRIVING LANE 5' BIKE LANE 12' TUF 8' LANDSCAPE STRIP I 5' SIDEWALK - CHANNELIZATION IMPROVEMENTS PER MAIR SHORT PLAT (LUA 14-000708) FL MAIR SHORT PLAT LANE BIKE LANE r 8' LANDSCAPE STRIP I I SECTION GC 156TH AVENUE S.E. 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL NO. REVISION BY SCALE 1`10' SU pRYCO X. o L. LARSEN 5/8/18 JF 3/9/18 JF DRAW E. MARSHALL 1 /10/17 JF CHECKED. J. FENG DATE APPR A a FENG 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHANNELIZATION (PER CEDAR RIDGE SHORT PLAT (LUA 17-000263) I I 20 0 10 20 40 GRAPHIC SCALE SCALE: 1'-20' 5' SIDEWALK VERTICAL-, NAVD 1 HORIZONTAL; NAD 1983 1991 DATUM 0 0 0 T , LJ CM CD O I T a J CM N O O O T R-397420 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J .I � DEVELOPMENT ENGINEERING rnair 07/30/2018 O 2 w (D DATE, 0 A10%6 [ ® CITY OF CEDAR RIDGE SHORT PLAT T, 8-8-2017 ER. ;Rl R E N TO N PAGF_ °C DRAWING W. a Planning/Building/Public Works Dept. CHANNELIZATION PLAN 0 I_I_I SHEET' C21 C22 1 U C'7 O 0 W FINISHED GRADE EXISTING GRADE OF CONVEYANCE SWALE NEW 12" LCPE PIPE (LOCATION VARIES) SECTION A -A NTS Q J KING COUNTY 0- — — — — — — — CITY OF RENTON OS CB #2 W/ SOLID LOCKING LID O N=1317958.79, E=178029.89 RIM=401.24 = (12" LCPE NE, SW) 0INV=398.24 RESTORE LANDSCAPING W IN THIS AREA 0 Q 0 W U O N W W 17 Cn 420 415 410 405 400 395 390 385 380 Pacific E_rj.; jfj� yIfi Design, f ICivil Enginewirit �i�, . . Planning Cure:ulinfj tL USE SELECT STRUCTURE FILL TO FILL IN EXISTING CONVEYANCE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557 (MODIFIED PROCTOR) PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. I SELECT BACKFILL MATERIAL SHALL BE CAPABLE OF OBTAINING: -THE REQUIRED COMPACT DENSITY, -OPTIMUM MOISTURE CONTENT PER ASTM D 1557 WITHIN f3% AND FREE FORM DELETERIOUS MATERIAL, -DOES NOT CONTAIN MORE THAN 5% TOTAL BY VOLUME OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, AND ROCKS, CONCRETE, I ASPHALT, OR OTHER DEBRIS AND RUBBLE HAVING A DIMENSION GREATER THAN 6 INCHES. MAPLEWOOD PARK (PARK) EXISTING TRAFFIC SIGN EXISTING SSMH EX. 30' UNOPENED R.O.W. EXISTING TRAFFIC SIGN v MAPLEWOOD ESTATES (RESIDENTIAL DEVELOPMENT) FUSE SELECT STRUCTURAL FILL TO FILL IN EXISTING EXISTING 23LF 12" CONVEYANCE SWALE PVC TO REMAIN SEE DETAIL THIS SHEET S=0.0034 ROSARIO AVENUE S.E. WV INV = 408.56 (EX. 12 NE) 7, EDGE OF EXISTING PAVEMENT 189LF 12" LCPE S=0.0476 - - - 409 -406 = -EXISTING EXISTING CONVEYANCE WATER VAULT SWALE OS CB #1 I EXISTING \� W/ SOLID LOCKING LID ROCKERY N=1317954.08, E=178219.07 RIM = 410.00 INV = 408.56 (EX. 12" PVC, NE) INV = 407.23 (12" LCPE, S) \ CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING PIPE PRIOR TO CONSTRUCTION. INSTALL NEW CB WHERE EXISTING PIPE HIGHLAND ESTATES DISCHARGES INTO EXISTING SWALE \ (RESIDENTIAL DEVELO-PMEN 1) EXISTING 12" PVC SD — EX CB #5 (TYPE 1) N=1317973.2687, E=178013.9156 I RIM=397.41 INV = 393.36 (12" LCPE NW) INV = 394.19 (12" EX. PVC NW) (TO BE REMOVED) INV = 393.36 (12" EX. PVC SE) 0+00 INV (EX. 12")=399.89 A-*- i?_ T - 104 — A'j REPLACE EX. PIPE SEE DETAIL THIS SHEET AND INSTALL 22LF 12" LCPE S=0.2255 1 +00 � EXISTING WATER VALVE CLUSTER ti EXISTING CHAINLINK FENCE PERSONAL GATE EXISTING CHAINLINK CE VEHICLE GATE .p ° ^ EX. CB #6 (TYPE 1) I co RIM=410.84 p m INV=408.64 (12" PVC E, SW) b s. I Z I D^ � I I I EXISTING ROLLED CURB AND I I SIDEWALK I 2+00 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION 420 415 410 405 400 395 390 385 380 2+45 Sum RYco o L. LARSEN AJL 5/8/18 JF AJL 3/9/18 JF mAwN E. MARSHALL AJL 1 /10/17 JF CHE K J. FENG BY DATE APPR A J. FENG HIGHLAND PARK (RESIDENTIAL DEVELOPMENT) 20 0 10 20 40 GRAPHIC SCALE SCALE: 1A=20' AREA OFFSIT SWALE SITE i I R08APo0 AVENUE S.E. iE81DENTIAL ACCESS) 654' I I I I I I I I 154TH AVENUE S.E. ^ (RESIDENTIAL ACCESS) 1 � co — — W N I 141 _ 156TH AVENUE S.E. (MINOR ARTERIAL) �+ I vl �i I \I I I 1 \I 1 \- I 00 0 50 100 200 1 GRAPHIC SCALE � SCALES 1'-100' OP O C) T u C\I O O O T a J co 0 O O T R-397419 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY DEVELOPMENT ENGINEERING rstraka 07/23/2018 rnair 07/30/2018 0 C/) LI CD SCAB; DATE 0 1~=20' "°" °'�� '�99' CITY OF CEDAR RIDGE SHORT PLAT 8-8-2017 [;%RlFlELDBOOKe R E N TO N PA�� °C DA�HG W. a ONE 1NM DATUM 0 AT FULL SCALE Planning/Building/Public Works Dept. OFFSITE CONVEYANCE SWALE REPLACEMENT PLAN W IF NCT ONE INCH SHEETo ISCALE ACCORDINGLY C20 C22 rn co I I LU I— Q n rr O 17 LU 0 rr rr Q LU 0 T w w Cn LANDING GRADE BREAK — SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) - 3/8" EXPANSION JOINT (TYP.) -SEE - STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER SEE NOTE 4 J J W 0 0 J Z W U_ m Z Q FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT SEE STANDARD PLAN F-30.10 Pacific E_rj.;1rjIIiji'l i Planning Con.5�Whufj_iL Civil Enyina&.eing, PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK SEE CONTRACT PLANS F 4'- 0" MIN. LANDING CURB RAMP CEMENT CONCRETE SIDEWALK - SEE NOTE 5 PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - 4' - 0" MIN. 3/8" EXPANSION JOINT (TYP.) SEE CURB RAMP STANDARD PLAN F-30.10 GRADE \ BREAK TRANSITION TO SIDEWALK BUFFER, IF� PRESENT, OR TO BACK OF CURB (TYP.) SEE CONTRACT PLANS �y \w w CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK SEE CONTRACT PLANS - 4'- 0" MIN BUFFER WIDTH - MATCH TO CURB RAMP DEPTH (TYP.) CURB, OR CURB CEMENT CONCRETE AND GUTTER - PEDESTRIAN CURB DETECTABLE WARNING SURFACE � SEE NOTE 4 T 7t7DETECTABLE SEE NOTE 4 SEE STANDARD PLAN F-45.10 WARNING SURFACE FACE OF CURB SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER CROSSWALK SEE NOTE 4 CROSSWALK L_ L_ 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 4'- 0" MIN. 15'- 0" MAX. (TYP.) GRADE BREAK LANDING CEMENT CONCRETE PEDESTRIAN CURB SEE NOTE 4 3" R. TYP. SEE CONTRACT PLANS SEE NOTE 7 * GRADE BREAK . o. -7 7 CURB RAMP SECTION 0 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL OB VIvI'v COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER SEE STANDARD PLAN F-10.12 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 2 3RD ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT SURVEYED. DRYCO DUMM. o LARSEN AJL 5/8/18 JF DRA1YNe E. MARSHALL AJL 1 /10/1 JF CHEfKIDa J. FENG BY DATE APPR APPwilm, FENG NOTES 1. At marked crosswalks, the connection between the curb ramp and the road{ way must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3• Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7' The Curb Ramp length is not required to exceed 15 feet (unless shown otherwise in the Contract Plans). When applying the 15-foot max. length, the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the landing over a horizontal distance of 15 feet. Do not include the abutting landing in the 15-foot max. measurement. 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 1 "=20' ONE INCH AT FULL SCALE IF NOf ONE INCH SCALE ACCORDINGLY VERTICAL; HAVID 1 HORRONTAL; NAD 196 1991 DATUM PERPENDICULAR CURB RAMP SHEET 1 OF 1 SHEET 06/29/16 CITY OF DR) RENTON Planning/Building/Public Works Dept. R-397418 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDAR RIDGE SHORT PLAT DETAILS 8-8-2017 PAGE [OwX**A co 0 0 0 T LJ Cfl O O O T a J co N O O O T Q J n rr O 2 C� LU CD 0 a 0 LI J U rn M I I LU I— Q n rr O LU 0 rr rr Q 0 LU U 00 T LU LU 17 PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. 4'-0"MIN. - A 4'-0"MIN. - 3/8" EXPANSION PEDESTRIAN CURB SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING LANDING B SIDEWALK CURB AND GUTTER * l SIDEWALK CURB RAMP CURB AND GUTTER CURB RAMP CURB RAMP 4'-0"MIN. SEE CONTRACT PLANS 7 DETECTABLE WARNING SURFACE 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB7 FACE OF CURB DEPRESSED CURB AND GUTTER CROSSWALK 0� PLAN VIEW DETECTABLE WARNING SURFACE U_ TYPE PARALLEL A SEE STANDARD PLAN F-45.10 m 4' - 0" MIN. z I SEE CONTRACT PLANS Pacific Civil En yinee elrf y � Planning Can al lrri r ; 1O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. 15' - 0" MAX. (T` SEE NOTE 7 SIDEWALK GRADE BREAK I a U) w CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 > 4' - 0" MIN. 1 15'- 0" MAX. I CC UUN I K/AU I Y'LHIN SEE NOTE 7 GRADE BREAK IF- '-- CURB RAMP LANDING \ 3/8" EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 SECTION B (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETP ""�""""� T""r PARALLEL A" PAY ' LANDING SECTION 0 CURB RAMP TYPE PARALLEL A PAY LIMIT 1 %_/ 1,Le I1 CROSSWALK NOTES 1. At marked crosswalks, the connection between the landing and the roadway must be contained within the width of the crosswalk markings. PEDESTRIAN CURB - SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3- Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type does not include _" the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7' The Curb Ramp length is not required to exceed 15 feet (unless otherwise PLAN VIEW shown in the Contract Plans). When applying the 15-foot max. length, TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single - GRADE BREAK COUNTER SLOPE TOP OF 5.0% Mom= / ROADWAY DEPRESSED CURB AND GUTTER SEE STANDARD PLAN F-10.12 AND NOTE 6 PEDESTRIAN CURB SEE NOTE 9 constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the walkway. 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. 4' - 0" MIN. 15- 0" MAX. (TYP.) LEGEND EE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1 50/ OR FLATTER RECOMMENDED FOR GRADE BREAK LANDING DESIGN/FORMWORK (2% MAX.) * * * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP SECTION C (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 2 3RD ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. I REVISION ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT SUR pRYco DESIGNED. o LARSEN AJL 5/8/18 JF DRAwNe E. MARSHALL AJL 1 /10/1 JF cHECIm J. FENG BY I DATE I APPR APPRO"Im, FENG 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3/8" (IN) EXPANSION JOINT (TYP.) — SEE STANDARD PLAN F-30.10 VEIMCJIL, NAVD 1 HORIZONTAL; NAD 1983 1991 DATUM PARALLEL CURB RAMP SHEET 1 OF 1 SHEET 06/29/16 0CITY OF .4,RRENTON Planning/Building/Public Works Dept. LJ �, M N O O T a J M co O O O T rr 0- R-397417 I Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS n CEDAR RIDGE SHORT PLAT DETAILS rr O 2 C� LU CD DATE, 0 8-8-2017 AMR. PAGE DRAWING W. a 0 LU SHEU, OP C18 C22 0 rn cY) I O 0 LU Q J n rr O U7 LU 0 rr rr Q r) LU U T LU LU �_ V ) LANE LINE MARKING 7,_86 STANDARD VEHICLE WHEEL PATH .MIN. MIN. 1' MIN. ' 2" CLASS 'B' 2" SAW€:U I ANI) H1-MOW.. OR GRIND, SEAL WITH AR400OW 2. 5' MIN, 1A . �ACP CLASSw MIN. BR CRUSHED SURFACING TOP CCU R5E EDGE OF FAVEIVEN-, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED R2CK, FLOWABLE FILL OR AS :ZEQU RED BY ENGIN2ER *MINIMUM ACP CLASS 'E' or '3' SHALL BEW, PRINCI-AL/MINUR/CCLLECTCR ARTERIAL. STREETS & INDUSTRIAL ACCESS STREETS - 5" ACP CLASS `E' or `B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' ar 'E'. NOTE; UPON REQUEST CF ENGINEER, NEW ROADWAY PAVEMENT 5EC11C s MAY BE DESI;:NED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PITCH AND OVERLAY DE 1'-RM NING NAVEMEN 1 FHICKNESS, FOR FLEXIBLE PAVEMENT ADOPTED *# 9TANDAM prAve LsTTAm ziras as o-s ucoFleo Hcr-s ocw ec a7pmn6s wo Eo r,aTrs ocv aDAIS I HEOSON I gy pppDWGr NAME: H032 SP PAGE= H032 14* FRAME AND VANED GRATE CLEAN SURFACE AND ®6TTOMAREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE 11A5E SECTION MIST EE GRWTE❑ TO THE BOTTOMAREA OF THE ADJUSTMhNTSEC1KK BAW SECTION NOTES SEE NOTE d I- THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION of THE PAVEMENT, GUTTEN, DITCH, OR sIiDEWALK IN WHICH IT Is TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ERGIHEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHFMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OH sHIMsis PROHIBITED. 3. A CONT I N JOUS LAVE R OF MORTAR SFIALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR To PLACEM-E NT, 4. THE USE OF BRICKS IS PERMITTED WHERE THE SR IC Ks ARE STAGGERED TO CREATE A RUNNING BOND OR 1� BOND_ 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUS'rMEN'F S!z C IION WITH NUNW IRINK GROUT 5. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7_ GROUT IS TO 6E NON -SHRINK TYPE GROUT MEETING THE REQUIRE MENJTS OF ASTM 157 PER APVVA STANOARID SPECIFlocATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE_. THI_ MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWASTANDARr3 aPECIFICA'f 10#J 9-20.3 a. PICK I LIFTING HOLES ARE TO BE GAOUTED WATER TIGHT. PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT MARCH 2ma Pacific Loy.; Irjl'-elrii Desiti-ri, } f _r; i �rPlanning cansajllu12�'- �� PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. E 0 D TRUNCATED DOME MIN. MAX. A 1.60" 2.40" B 0.65" C 0.45" 0.90" D 0.9" 1.40" E 0.2" 0.2" TRUNCATED DOME SPACING SECTION A SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS Q LU LANDING m OFFSET CURB RAMP SEE NOTE 8 •••• WAL WAY "" WIDTH OF "" WALKWAY 0*0 •••• NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB RAMP, LANDING, CUT- SURFACE (DWS) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured BACK OF CURB ;;;;;;;;;;;;;; :: 2'- 0" MIN. at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS SEE NOTE 2 TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the ................ ...... APPLICATIONS ........:::::::......... back of the curb is permitted (measured at the leading corners of the DWS panel). 3 The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4 The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP, LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. 7• If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft from the back of curb at all points place the Detectable Warning Surface on the WALKWAY WALKWAY : WIDTH OF CUT- bottom of the curb ramp directly above :*of the grade break. - THROUGH (TYP.) _J • • + DETECTABLE WARNING • o SURFACE (DWS) - .. WIDTH OF CUT -THROUGH 0 SEE NOTE 4 CURB RAMP (TYP.) ...... .. z BACK OF CURB Of Lu ILL............. ..... .. ...... SINGLE DIRECTION CURB RAMP ""' ••••••••• 2' - o" MIN. FLARE FLARE 2' - 0" m (GRADE BREAK BETWEEN CURB AND ;;... MIN. z LANDING <_ 5 FT. FROM BACK OF CURB) :.. ' ... (SEE NOTE 6) � :.. •• ...• :: Q DETECTABLE WARNING \ ;;• DETECTABLE WARNING Q LANDING BACK OF CURB SURFACE (DWS) - SURFACE (TYP.) SEE NOTE 2 w SEE NOTE 3 y SEE NOTE 3 Y DIRECTION OF TRAVEL BACK OF CURB Q WIDTH OF CURB RAMP CURB RAMP 12� BACK OF CURB - SEE NOTE 2 C� m PERPENDICULAR CURB RAMP SEE NOTE 2 WIDTH OF ' WALAY •''''' ..' •' ' (SEE NOTE 6) • •'.• WALKWAY �A ... :. H � 2'- o" MIN. ISLAND CUT—THROUG •: WIDTH OF CURB RAMP, LANDING, OR WALKWAY DETECTABLE WARNING • SURFACE (TYP.) - / •;•• ••••.• • ++ + DETECTABLE WARNING SEE NOTE 3 • ++ SURFACE (DWS) - SEE NOTE 3 BACK OF CURB _��— / BACK OF CURB SEE NOTE 2 _ SEE NOTE 2 MEDIAN CUT —THROUGH 3-771 SINGLE DIRECTION CURB RAMP - DETECTABLE WARNING b N I I I WIDTH OF SHARED - (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - I USE PATH OR LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 X `� ::;;;: WALKWAY (TYP.) (SEE NOTE 6)""'� CURB RAMP CURB RAMP WALKWAY 7 LANDING - r- WALKWAY ............ BACK OF CURB DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING WIDTH OF CUT -THROUGH SHARED -USE (TYP.) PATH OR WALKWAY ROUNDABOUT SPUTTER ISLAND PAVEMENT SHOULDER EDGE DETECTABLE WARNING SURFACE (DWS) - _ SEE NOTES 4 & 5 PLACEMENT GUIDELINES SHARED —USE PATH CONNECTION 7 I 6 I sI J� SURVEYED. scALE a=20T HOOKAL* 1985991 DATUM CITY OF i R E N TO N Planning/Building/Public Works Dept. °�" > LARSENPRI 2 3RD ROUND REVISIONS PER CITY COMMENTS AJL 5/8/18 JF DRAWN, E. MARSHALL ONE 1N0H IFAT FU NOT LL SCALE ONE INC:FI S� DINGLY 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF CHEM. K J. FENG NO. REVISION BY DATE APPR 01`w# D; J. FENG DETECTABLE WARNING SURFACE SHEET 1 OF 1 SHEET 07/15/16 Q0 O O O I T u �, co N O O O T a J co co O CD I T L.L R-397416 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY ON L:ELOPMENT ENGINEERING �' 0 rstraka 07/23/2018 nair 07/30/2018 O bl� A DATE, 0 CEDAR RIDGE SHORT PLAT 8-8-2017 Cr 19810M. PAGE _ 112� DRAWNG W. a DETAILS 0 LU SHM, OR C17 C22 0 1 T� / V��yJ�� co I 10 W I- I- n I- rr O _ \/W�j V 0 rr rr n W U W ATTACHWMr DETAIL B' OR ATIAL-IMENT d DLTAIL'A- 11 d s l d TOP OF BARR"DE r3 d SUPPORT ANQLE 0 6 � $ � 0 6, laEE NOTE 2) - ITl are' -1t Lily M M FLAT AM [1} LOCKVWU rl}s rr•ic HEX NLa 3 r�-ACXP PANEL WARNING LIGNR ATTACHMENT DETAIL B' r Y x Y x 1iB• T1IBULAR +�0 uCflT STEEL WTk PRE LED ATTACHMENT HOLES L rOP OF BARRICADE 5 PPORT ANGLE I DMLL Twud,dr due ndL.ES rHRDUGH I BARRICrDE #I SUPPORTGLE V ' I1j 3is-77 r T STEEL HEX BOLT I I. Rl FLAr vAr5r�9 I::7 [h} 3r-4L STEEL HIM NUT [TTPj ATTACHMENT DETAIL -A- r III 1?x 1 1fY x U1C WARNING, LIGHT ATTACHMENT STM ANGLE TOP 8F NARRICJLIE V.FPORT Ar1%E ML" rvm0 ire P44r HOLES TWOUGH MIL THREE lrrbulLlroLEp HAR RICADE SUPPORT A14GLE - - InI� f�IL_�, 111 St6•.10x Y u II �P 5-rEEL HEx BOLT !ti {2j FLATVMSERS IT W-n STEEL HER HUT MV ) ATTACHMENT DETAIL "t3- TYPE 'A' 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST 1,`2" 0 45' CHAMFER ALL EDGES— (2)#4 HORI%. TOP & BOTTOM & (2),#4 VERTICAL (PER SIDE) 1/4" CHAMFER SURFACING III NOTES 1- All tUthnarE may be zioG plated, galwan¢ed or stainless steel. All slew anoe and tubular steel Shall be hot -rolled, high carbon steel, painted or galvanized. 2. install one lightweight Type A Low-Intani ty flashing warning ORANGE ANDLNNTE light an the traffic ude of the benivade I two Tope A PFFLECTri'E SF+EETIffG AtrTM owsa - "PER Low -In IsLhin warning lights r banirads when tehaltY 4 9 r4 � OR LY It# NOTE h the WMIC dS Are Uted to U3M6 a hu ewa}. AH.Vh rie light In the bemeade a ordirg to the light manufachirars reccmMendS09ns -or use the detdrls shown Or} the? plan. 3. Stripes on bamrsde fails shall be atematlrg orange and while mlbureflactka EhipeR {sloping downward at 0 an argla of 45 degrees in Ore direction traffic rs +k p4ss}, *-jrwi 117 y + +, r r 1 or $�AIIDIP E q . nw Type 3 N ncade desgn shown on this plan meats the crash test mquiremerrts of NCHRP 350. Atb9n a designs may W apprawo! II they CW&M 10 the NCHRP 350 trash � test criteria S• 7r T 7 17.1 172•r 1 J r ESL arm a 5. V~ a 1.01 13 nWunW on IIIIMM&1dL, N Shall be tAt urely bolted to at least two p4wood panda- The top of the sign ahsll not be hghor than the top panel of the barecedo. 0 a- Wherl sandbags are uLEd IA huazong w/aattlar, iu 1 fu4ili➢er shelf be rrZ rF TUBULAR STEEL mfued with the sand in a quantity In prevent the sard from fiMing, ifs its EITEEL AWAE FRONT OF IRARRICJAOE I 13xr=r M TuaULxR s1T L r {TYP.j I A NIQU REST5 ON TDP OF 4 � I eDLT ill x r STEEL STEEL HF]L BOLT 7Xj FLAT t'eht 13 (1) SAS' iB STEEL0'rt�I' 1 ab111q Dt=TAIL "C" '±v TYPE I BA RRICA4DE �u 4Y' C-A_-==R° ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND �=ALVANI�ED STEEL HASP FOR LOCI: t?"XCSTEEL HINGE WELDED TO 4-1/4"Xt3-1 `4" STEE_ rr OOR WITH 3/4" RADIUS ON _' OPEN CORNERS ND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1 21" DIA• x 22" ANCHOR BOLT, WrELCEr` T= -72 0f fl" JOINT MATERIAL PONGRET( SI0E!'4LK 119 I� _ I NOTE: 23A MINIMUM-LEARANCE BETWEEN REB R CONCRETE SURFACE. REXIO4 APT V T = tic €v> C1TP OF MNTON STANDARD PLANS O ` LST PATE: 04 UT -.W.;. MARE: H02'1 '`.F PAGE: H021 Fxmu MAY 5, 2DO3 TYPE 3 BARRICADE STANDARD PLAN H-2 SHEET h OF 2 SHEETS ADOPTED tiY CITY OF RENTON ° STANDARD PLANS LAST DATE: 0&2W2002 SP PAGE HO18 2`I CLAS +2" TO 6" G OR GI 2" CLASS '6' CRUSHED ROCK, FLOWAIJLL I IL1 OR AS REQUIRED BY ENGINEER PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E, W.M. LNn P' 2111 ee FL i 35 150 FL .a 22A R 44 X* FL Sa LTS a BS ISo FIL h' (D W LSO FL r % L6o R LANE LINE OR "PIuhN�Of15 SNOrTN CENTERLINE I ARE APPROJUMOLTF- 5 E noNTRAtT 1-. 0 4-G r _� 1- I n I I 4 I i EDGE LINE a 1 LAYOUT 2 NOTES ,I, (D Bid lwm'Ra,lroad CFom,rbq SYmbor' Includes'X" symbol, IBtlers, and two 24" white trsnsvarse lines s'; Q 24- white transverse line MAILQ SWO Line Q y Q,-j Aj:h, rw yvamirg SW (not induded in RR Crossing Symbol Bid Item) O See 'Standard Alphabeb Mr Highway Signs and Pavement Mkadunge," 1977 Eddion (FHIM) Q Ptaoa Stop Line T5 *m Ste neared ra" or appryximalely I$ feel LOrn RR gars, if present RAILROAD CROSSING SYMBOL 1' 1' 2,5' 1' 1r MIN MIN MIN MIN MIN GENERAL NOTE S.�e contract for IoCalJOn and material raquiramerrta. M ■■■■■■NONE■r�7■■■■■■ ACCESS PARKING SPACE SYMBOL *kir:Fll NOTES Q Ble Item B.yde Lane Symbar indud" = and bike rover symbol. + 2 • G Vftte Arrcnw -ems Bike Rider gn-bdl EXPIRES MAT S, 2D63 7- DETAILS PAVEMENT MARKIN" RICYCLE LANE SYMBOL STANDARD PLAN Hoc 941EET s OF s SHEETS ADOPTED {Y CITY OF RENTON STANDARD PLANS LAST DATE: OWC21 02 SP PAGE H409.2 OF CURB OR OF PAVEMENT 'ENTER LINE OR ANE LINE 6.5' MIN. 2" DEPTH OF ^RIND OR S,AWCUT AND REMOVE 6,5' MIN. 1' 1' 2,5' 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DING; HP-05, SP PAGE H032 D SURFACING TOP COURSE I I TYPICAL TRANSVERSE PATCH FOR FLE5Q1BLE PAVEMENT I ADOPTED CM DF REHTON STANDARD PLVIIS { LST Dan- X/05 DYING, NAME. H032-1 SP PAGE; H032,1 uBFaWCiT1AFFIC UWE r AREA CLO8� TO TRAFFIC lit. U. TYPE a L BMFLIC M I STRIPES ON THE SARRICAOES SHALL SLOPE DOWNWARD IN THE DIRECTIOFI TRAFFIC IS TO PASS APED rrnsee TO Till I- r J- USEM E TRAFHTO LANE � WN TYPE ] R ftkRRICJDE L STRIPES ON THE BARRICADES SHALL SLOPE D )WNN7A RD IN THE DIRECTION TRAFFIC IS TO PASS r-4: 2-7 'rM Af, QN. 'JI-L: r CL A JZ WIDTW I I , I I mUu1T ON; P0E,5TAL PP_CV[o D W ITu N.D.C. I 1F - - ---� 5.111 UIJIT, I — LAh1T1uG 5TRIK* WIDTO ? T� tiiQQIASLE AKCW-)2 501-T FATrMLI PE12 Ira '5/25" x F%LL 015-M-4 3fg" x FULL DEPTH C-ES. u �DE57AL. � F�PAIJ51011 �fO T, EXPnIJSIDI.I �lt01�TEM PLATEr• V Y •- �. •. i�; I F1 KF VIEW SIDE VE��f I. IN5T-LATION OF N,D.C,'D.U. INCLUDIriG CON5TIZUTION OF 54!5F- WILL Di! i7WHEi gi( U.5. POSTAL Sf_:RVICE. tiT' of WAsx��, suRt1EYEDo Pacific DRYco rn oESICNEo- _ L LARSEN Desitij-g�F } f 32 5 2 3RD ROUND REVISIONS PER CITY COMMENTS AJL 5/8/18 JF oRAwN;E. h I r M;''I!ti - ;; s s ti 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF CHECKED° " S"�`L w ! i Cy1i711'!Gl1IJ j �. I J. FENG Planning Cansa1 }rr f r� NAL NO. REVISION BY DATE APPR "�01 J. LNG -- 61s�is Ca L GTiC ! 5OX UM IT Pf�J%�J •\`�\ R I I ROAD CLOSURE AT IFlTERSECTIQN TYPE I R IWRRICADE ThPE 5 L BARRICADE ROAD CLOSURE AT OTHER LOCATIONS U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation ADOPTED a CITY OF RENTON W• rx * STANDARD PLANS zV LST DATE:1-Aug-87 DWG NAME: HM-06 5P PAGE: H026 EXPIRES NAT i, 2D113 TYPE S BARRICADE STANDARD PLAN H'7 SHEET 2 OF 2 SHEETS ADOPTED CITY OF RENTON STANDARD PLANS - + * Jwrawwnr a LAST PATE: 05n9120D2 SPPAG6 H018,1 Q0 0 0 0 T M co 0 0 0 I T LL R-397415 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING rnair 07/30/2018 O r2 V J Lu SC �+ 0 "=20' N°'�°�I °'9W''99' CITY OF CEDAR RIDGE SHORT PLAT 8-8-2017 RENTON E - °C °NE 1N0H DATUM i DRANNG NO, a AT FULL scaE Planning/Building/Public Works Dept. DETAILS 0 IF NOT ONE INCH SHEET° OFo /u, SCALE ACCORDINGLY C 1 6 *C22U < n I— rr O r= V ) rW V rr UJ 0 LO T W W 2 6" CEMENT tANCI itETE 1r2'H. - - 1-R SEDEWAlXPAMP k+ARIES OR LrANDINI� FROM 6' TO 0 1 e' r 31r PREMOLDpa JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB ATSIDEWALK R [nANDLAP{DINGS FACE CIF AIVACENT CURri SEE DEPRESSED CURE; OETAR THIS SHEET 1.24 TOP OF T 1• Trz u. ROADWAY {- �1 DEPRESSED CURB SECTION AT RESIDENTIAL (IRIVEY' A" ONLY, FOR COF.ireERCIAL DRIVEWAYS SEE STD FLAN 104.2 FACE OF CUR[. G tfZ'�— S Ur R. 1' R FA CF OF ADJACENT CuR9 J { � Top OF —� ROADWAY " "LIJF{P ` CUTrErtSURFACE t PREFapLDED JOINT VILLER E FULL -DEPTH E PANSIONJ01NT FACE OF CURB 1.24 L 1 TOP OF 10 Trr R. RCALdN'AY 1 ;8 CEMENT CONCRETE TRAFFii" CURB AND CUTTER FACE OF ADJACE NT CuR9 } -- FLUSH WITH CUT FM PAN AT SIDEWALK: RAMP ENTRANCE 1'74 TOP of ROADWAY op ur DEPRESSED CURB SECTION AT SIDEWALK RAMPS 31$' 1 CEMENT CONCRETE TRAFFIC CURB DEPRFSSEb CURB DETAIL AT RESMENTIALOR COMME;RICIAL DRIVEWAYS. AND AUUEYS GENERAL kOTES: 1. See standard plans IQ gnd 101.1 fur cure expans cA and eonlraehnn joint spaarlg 2- Expanvon joint shall be Full Acp1h, 3JH" (irl I pmffvALted jclnk utter. 7. For pppruswA klonalhh-c dnyeway Curb 3 Cutler 5 0edi n, SOC 51anGard Plan 114 1 PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT FID If FU �ICLUL5E5'd�E14Atlf 0.r,L,FPf } • jEEE HOTERI rEEE r#1E 6} 1d LF pF FAAp ORNEwAY T%puIREo 3e-F PAN&MY Tf[W.} GE (SEE ETO PLAN I]21 LE n T.H. Nair s dt 4 E .ENT 47187E EW-LH di PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E, W.M. V- RiuSE❑ EDGSE DETAIL -f — D, b LEVEL J Tri` EXTP7 314EWALISTRAN5'A 3E r-G T' orI'M'IIF.]EI#IN44pE3 J41w7 F14€R 7rY {INFR I .LaR'r5T4 rSICrl„ RAJ Y0 EtX.& 11'FICAT 4'n+€ NF AF1,u�a1LL d.1D w 1i2' L', I rrypi FOR cu+a bLrruS SEE SID F4 AR 101 • AL f` k 1Y_;, .• 5�,u Fxl$TIH�G ROADq T R t y .'t tir�"pk ' �L r•_ S' } { CRLrSHED ROCK I SEE AAI1D E IT i'.tr SIDLW!LL'K DETAR -TICS SNP. yryPlcm-urihCR cft"EDS RFAOnG TOP COL". lu5I AMCW SIDECONX--UF'A..T -O p• n U-}� -.- P Ox! - r: _ SLOPES M H 1?01TH RA15fQ EDGE III FGA RCOUIFII" WAr.El5 By IX LIN)R("1 ECA TERd SIDEWALK CSTC UNDERH 2,iYA T * FCi4"MOCTALS CUfiEt5UTTERTO&IrTI1N>J4MOR LEE STD PILM 101 MkTCH EASTV1G READWAV CRUEFED RE ME. YvmiCWCVE9 13 GA11ATCR Ryp F# 1 555 ALL CURB A CJJTIERI ci. Rn PhD uu—nER ff SIDEWALK FINI$IiL1D0AAbC 1' IIV1uLLS J �� F 5 TCP OF CCAYR_RE SURFACI • � A101ACENTTOCURB dWc Trr{IHAR (Iw] roc CURL! OC1AL9 Sox T ii% Mr.STOKAa», VIEW VIEr''T+Fr; rj f 6Fu4G£OItPFAE$71br.N SK�LpM IL RARMD 3W FOR CURa DETA45 ADJACENT TO CURB 34C5yA114 8EE8TDF'LNti01 rsTEEPFLF9.PoE51 BEADIER -GEE cc-rrR.NCT FL4H9---41 ALL OR IWl'IF4ER 1 I TX limit "I F-•.A W AND ORr4T = - WH r4C1L SEC I SIDEwux FL usw IN C JRB AND OLTTHi aM nQll � 1.E1 + ''w'iV SEC CETM - r R` JDWr FILLER ADJACENT TO CURB Arm RAIJNG 49 WALL FAETADLDEL J4rNT FKLCR f Qri S; ' TFIf_AWEW VDEWALK 9tlrFCR yTiiP SL13EWALK ADJACENT TO WAL1L DETAIL EECT1pN9 ... aJU6TPMAr-SC? siINFR ECTK)N NU- YCLUD111MILIE issEr�art rr '. .�,' -a1io..rsBrwwo2Lrr'�Raonlal ' Lr�A FOR CURB ClI';A><S ' i5wy iqi SEE 8F¢FLA14 10T r ° CATc�AWhN-M McLU Fs` r l 4 9RPo4 FACD FIN�n {'AILTCN 1kP.8 W + NOT W41.LOL'D w '• €£CTION c-ENERAL NOTE": 1. The I ftnt of h's de sl gn is to fanil it3te the mmoval � V a catcdn bas n Wth minimal distJrtsBrkat d Ihn a,rb. ry � ho axpanalan jLclnts Dt the • aClacerrt sidewalk s .all I bri uujulitud try bd In line w th these cu'b � expansion Joints, I I � I � � I� A�,fcTI�IC VIEW `may' �F *� �yy M. STD. PLAN - 10I PUBUC WORKS MA "ALLATI N A�1'�1lIRd A PR D. # DEPARTIdE1VT CATCH BINS 4F"i �.0.l441 R"n FT'� I jj EEE NOTF, RAIN Miry 1A1 IV $ I CaAEriFGOrvCRETE rim I CUT[" EL¢PE LTYP.] SEE No lE e1 le• CW+irrACP9N LENT 1 N10 SEE ETD PLANIU]F PLAN VIEW v11R1E9 ~ 1TEi PZTE 1b' —1 93\ huh SEE NEM EtITYPI 4-rx-- C hlln S'311N C�LE rrT ��rE sloew.�N E' Nfe pEPRNOTEO L1A9 L W1TTEN IrEXPANDON JOINT ITYP w SEE NOTE 11 _ ' ---_ SECTION A ratS70. PLAN Lox. InTe KYADM 19,, OrFFERENCE ESCAPE L1Ax — tavewAT'A, EELaPEr�PLSTuarLN FAA6pERATrf11 ITT OII►,4WAY �v. e- LrrL b /'� �REUIIVE _ G! IGEAAlE01 - PLAN 181 71 'TYPE R18 - ISOMETRIC VIEW (ALSIDENT11.4i_, WITH BUFFER) CENENTCONCRETE CuR9 A GUT➢ER (SEE NOTE 31 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY + , + DEPARTMENT ENTRANCE - TYPE R'I 6 Pacific Z-rj-; j-rj���J'-fJ1 Destfjj iII Civil 15nolneeting, i' • i�I j` �1- Planning Can's -al lrri r� For NOTES STD PLAN 14 STD. PLAN — 104.3 PPR WFD: lem AI va' PREMCLDED J10wr F ijM (TVPj ,-UrER-- NE OF ¢ l FWJMEA43FVTE i0' I /2" R. 1 R RCAD AA'f 1 E4:FN F•.+G 1, R All m'W ' r *' • o- } v t h CEMENTCONCREEM f TTcq (WED cijILF3) {£�E NOTE 3} CEMENT � .y �DEPRESSEOMONOUTHIC CONCRETE -. CURS & GUTTER SIDEYFALK PEE DETAIL THIS SHEETS TYPE C2B - ISOMETRIC VIEW ~V f (COMMERCIAL, WrrH BUFFER) NOTES 1. When a driveway w€dth exoWs 15 feet, cons5vct a full depth oxpanslon Joint with 3i8" joint flltar along th a driveway lane lines I:AM # aLM (see std. plan 102). Construct expansion Jolnts parallel with the SM DEPRESSED CURB DETAIL ate On mb SHEET centudIne as required at 15' maxlmtori spadng when driveway cONrtWnoHJDINT widths exceed 31P. STO MAN'ar � a IA?' 1- , 1 jr R RVAMAY 2, See std. plan 102 for sidewalk details, 3, Curb and guitershOwn, othararb designs may be specified. See std, plan 101 for curb det�alIa. _ 4 i 4, htof used. I -i --" I 5. Thu onginearwlll design all d1lvelways tolndude elevatlens at all NOTE dliYlwAYLONGMIIDINALEMAMON paints monied with cymbal "X', All elevaGails are at the hack of DEPRESS Os rTTi1C GtJRa d GL[TTEFiDi TAIL ra,rb top an uphill alde G. Nut used, 7, For Driveway Widths ace DRIVEWAY STANDARDS (See NOTE 10), The expiansion joints (gee aid. plan 102) shall be spaced as shown in tha ccl"spandlN Iaon*M view. 8. Slopes shall complyvrlth secttana 11-3D3.2.1 or R303.2.2 Or — FACE OF ADJACENT R3Q3.2.3 of the Revised (haft Guidelines for AcicemiblePublic �• Righis-of-WBy afNon=Uri 23, 2d)05 (PROWAG). 't S. Curb retums for any Type C-MAT( Drtvewway may ha approved on acese-by-casebaels• P 4'•t1-R } o 1C. STREET STANDARDS- Renton Munlc€paECode (RMCI Tkle IV Development Regulations CHAPTER 6 STREETAUND UTILj7YSTANDARDS Seal on 4-"60 STR E ET STAN DARDS DEPRESSED CURS DETAIL AT Rt3Ii1C!W OR GONWPCM MVEWALYS, AND ALLEYS ORIVEYIIAY 37ANI]11fiaS = Renton Muni[{pal Code (RMC) Title IV Oeveloprreent Regulations Odyeway fExarnpla: TYPE C1I3 CHAPTER 4 Real. 0=COMMAftal r CITY -WI DE PRO FERTY D EV ELOPM ENT STA N DARDS Number of Larm, � S-Ectlon 4�-44MO PARKING, LOADING AND DRIVEWAY (" Lane CO s1 REGULAT1ONS R�Utfw (PkLrrting SRip). BlankaND BwRw I 9M. PIEFAN - 1042 * PUBLIC �YQR2CS DEPARTMENT CEMENT CONCRETE 17R1VE1IVAAY EPJTRAANCES - NOTES AND DETAILSAM PRO( s TR1 t]OBTIFFG �• WIDE 8 1 u ROWELED FCRLmrTER fIN15NEGGLADE 7-41NFBnOWIKWQFPONCREM 9URFACEF9r PLUffIMC-FLLISHJFPA,h56 -. GL'AICNT GDIeCRCTE €LINE tCUPO N74 GUTT[ R SHDSYHI ADJACE pT TO BUFFER STRIP FOR cuiks GE rnn5 . BEE ETD KAN i¢, If Tff TU,�c- N OTES 01 1. Four Met olLhaddwmkYEhAhan -_ he tha mrlirlxlm ppypltryn COn1•u.NLTRW JC*ff W�� ,-` + IN EIDEPLIE ❑FLY # -I +R- T3..*' cpmlble rauv frae DTremwi ' ` * a end ss 12x lFiel , jyr Jtkm G+FtRrrE '� F "r',* • . A!x't5a Cors�s, ,h1<rrXi�n Boeels, Fu1-0Er1E1 E:xPArIyIQH iDeJr W WTI F - — Ca3leVital&Pu1lBoxes and other } cURS AND SIDITWALi(MI rG PLAN 1oL.n tni-W-eppuenenaewflh l Lhe Axe. and rr .-. 3W C T:4NTRACTKSI'IJOINT rnLn� 60 1kISA wRh w'eieae. and rnetdl 9rW$0Of 010 EWLwalk JOINT AND FINISH h LVETAIL - • *� , �- 7 MwalkhiL CVMCPL Unrrflf CvFLI and SIdfLNali R5 npt perlaitted In new For other referenced NOTES we • *'*' �'',�'{�Q'+ cor Vudi�n. when rep1wemenc Frork STO PLLAN 104 2 r netnsilalesa Marigli4hic C"n" [ w' [nnrrsrppRE1TOLD Curbbwili3perWMT FRET XD Sundald Pan F-10 1 ci-om F Aved suriarey mLr31 oa+nply'h9V1 ILL [A E FULL-MPTH 3. Concrete Wbc4)ab9PSI. STp PLAN 102 1 as applicable EkPAW'$rDr,IJOINT • PUBLIC >RORI{S CEMENT CONCRETE STD. PLAN — 102 UEPAIt'IIdFh7` SIDEWALK { E3ANp-IT BRACKET" NOTE OR PP EQUAL' U 1, DII,IENS10NS FOR THE PARTS USED TO ASSEMBLE THE DA5- EQUAL CpNNECTTONS ARE INTENTIONALLY NOT SHO'hf'I. BASE r p MOUNTING ON E]LOIxnHO (METAL POLE OR LUHMIINAIRE MIN. 1 :f)GE OF 5A6 GALVANIZED BOLT 4NTH uALVANIZEQ WA!3HERS- CCNIIECTlONS ARE ATENTtp, MANUFACTURED PR3}piJCTS THAT ARE IN COMPLIANCE NTH NCRRP 350 CRASH TEST CRITERIA. 7HE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAIN ONLY TO ILLUSTRA-E HOW THE PARTS ARE A55EMBLED, 2. A 2' (IN) POST WITH A 2 1/4" (IN) PSST ANCH017 OR A 2 1/4" (;N) POST 'M1H A 2 1/2- (IN) PSST ANCHOR MAY 131: SLf8STITUIEQ. 5EE CONTRACT PLANS. 3_ PERFORATED 54UARE STEEL POST SHALL MEET THIE REQUIREMENTS OF WSOOT 51-ANDAR6 SPECIFICATION 9-06- 4- USE ONLY FIASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSOQT STANDARD SPECIFICATIONS 9-015 AND 9-28. EQGE OF TRAVELED ROADWAY 90F 30'�� FOR REFLEGTORIZED SIGNS; MOUNT FAKING 3(degree) OUTWAM IF 5IGN IS WITHIN M FEET OF ROADWAY MON FACE ORIENTATION Mt IAL I IZ t_A O 131 8 a T P FAN R SIGN POST LOWK! SOUARzo Tun) . . ' w FINISHE +tom D ; o Q LINE LOWER SIGN POST SJJIB' [[IN CORNeR $(XT Olt 3/11 IH) FLANGED SUPPORT SHOLF_DER E10Lr WTH NUT ANO WASHERS -- _ 2 REQUIRED (TYP,) 47 T $TOP RDST I r Mi'E ST-4 SIGN SuPPORT LQWER SIGN POST SUPPORT - 2.25' (IN), 7-GAGE. HOT -OOP GALV., I HEAVY' DUTY ANCfIOlt? IAk�. COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUN'I'I[NG ON SINGLE STD_ PLAN- 129 PUBLIC WO RKS METAL POST # # DEPARTMENT APPROVED; �1 (ADOPTED) r VA iz IV NG ��15 �rpOW SURVEYED. SCALE, DRYCO 1 "=20' DESIeN Lo LARSEN 32 5 MAWN. ONE _ E. MARSHALL S 1 FIRST ROUND REVISIONS PER CITY COMMENTS AJL/�o/» JF oHEcD. AT FULL SCALE 1 sj NAL J, FENG IF NOT ONE INCH 1/0 NO. REVISION BY DATE APPR S� DINMY J. FENG MMCJILT NAVE) 1 HOMMIGAL. NAD 1983 1991 DATUM f EXISTING ASPHALT f PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL_ STREET MINIMUM 7" HMA (or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHEO ROCK RESIDENTIAL. STREET MINiMVM 4'' HMA (of ACP CIG55 B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2-O' MIN. (SEE NOTE 2) NOTE 5: 1. MUST MATCH EXISTING THICKNESS IF GREATER 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN 15 TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE- SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. + PUBLIC WORKS DEPARTMENT T f O � � 6 � LO _ SEE GOR SM. — Ln PLAN 129 FOR POST INSTALLATON ;I� rn DETA1L5 rn --IZ }rn TA A z 411 NEW CURB & GUTTER Q0 0 C) C) T U C) C) I T a D J Co C) O I T LL STD. PLAN — 103 CURB AND GUTTER PPRO27D- ItEPLACEMENT DETAIL LA-E TYPICAL INSTALLATION CITY OF RENTON Planning/Building/Public Works Dept. Z a 1 �wrr o 0 o r> o v o a 0 0 4 FIOTES; 1_ SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0-3' (IN) BORDER, DOUBLE S 0ED- 2. SIGN BLADE SHALL BE 6' FLAT ALUMINUM. TREATED, 0.080 GAUGE. 3 SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4. LETTERING SHALL BE CUT FROM 3Ai1 ELECTROCUT(EC) FILM SERIES 1170OR APPROVED F-OLIAL, 5, FONT SHALL BE FHWA'w C200DEX UPPER ARID LOWER CASE PER SECTION 2D.43 OF THE 6, POST SHALL BE MINIMUM OF Z'1C2-SQUARE TUBE. SEE STANDARD DETAIL 129 FOR INSTALLATION DETA ILLS. R-397414 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS ^J I..L DEVELOPMENT ENGINEERING rnair 07/30/2018 0 LU DATE, CEDAR RIDGE SHORT PLAT 8-8-2017 FIELDBOOK. PAGE DRAVANG NO, a DETAILS 0 SHEET, OP Ill C15 C22 0 W.M. I- I- O ��_^ VJ rW V 0 rr rr n W U M T W UJ r2 V ) -�Iw FIIA111111111111 ■ND VANED ORATE r OR 12, ONE 43 BAR HOOP FOR V HEk914T TWO 93 BAR HCW9 FOR 12'HEKtkAT REKCTANGULAR ADJUSTMENT SECTION 1 � t P: x V BAR F_ACH GORNIM 43 BAR EACH 51)E 43 BAR EACH WAY PRECAST sme SEtYl011 93 BAR E_A4H CCRNE_R 1 Er MIN 063 BAR HOOP NOTES PIPE ALLOWANCES MJULIMIJRi PR Nk*MA4 111411611111111 DIAMETER REINFCRCEDOR Y PLAIN C1]NCREfE ALL METAL PIPE 1y" CP$$Pw 17 (FjTn :]PFK. 4{71j 2t1} 90LIDWALLPVC YE„ ISTD. OPEC, 9 C6,11111 PROFILEI4ALLPVC lar iSTD.OPEC. 94:s,12t2)} _ NE * fi4ORRIIGATED POLYETHYLENE STORM SEWER PIPE 1 As accepwole allexnalkves W the reWF yfhown In the P R€CAST 9A$E SECTION, fibers (placed according tD the Slardiard Speci5m ions), or wire mesh having a minimum arse of 0.12 square inches per toot shad be used wlth the mlrWinum raqulred rabar shown In tho ALTER NATIVE PRECAST BASE SEC1110 1_ Wire mesh shall not be placed in the knO�itpsltg 2. The uwkalut dismeiRl' shall not be greater than 2(r- Knoekouls shall hcvo D wall thickness of 2' minl(nlum to 2.5- mm mum, Provide a 1,5' minimum gap b6tivean th9 knockout wall acid IM au15id6 of th9 ppa_ After the pipe is installed, fill the gap with point MKMW in a=OrdanCe with Standard Spear icalioel 9-04.3. 3, The maximum depth tom lie finished grade to the lowest pipe Invert shall ba T_ 4. The frame arld emits rrRISL Ge instAlled with the Range doVm. 5. The Precast Base Section may have a roLwlded floor, and Me walls may be eloped at a rate of 1-24 Dr slcopeT. B. The opening shall be measured al the top GFthe pmcaisi base section. 7. All pickup halls shall N groi-dAd full aftertt'a basin has bean *cod. 8. All grads rugs and castings MaA be W in mortar In axoKiarics with Standard Specification 9-U4.3. 7CC ^JOTC 1 ALTERNATIVE PRECAST BASE SECTION ~ PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT - -- rA2' [13nm] LETTEPoNG BOLTHOLES-9PLC8 EOUALLYSPACE0120• Ajk APART ON 23 V1W (5114r )PIAEkC. RENTON AHEAD OF THE CURVE DRAIN (I} I' I25mmy pIA PIGKNOL 1 1 r4' j32mrn] LETTERING PLAN VIEW _ 16' CIA. [Is35mrn] � 1' rnm] jilirnm[ 33W 2U2 TYP COVER SECTION VIEW 26 for DK Iffra^ffi] 25 U4' ❑IA [641mm[ 1 106' r- IW Omm) DI A [2rmml f NEOPRENE GASKET e� 1 [132rnm] - � 23 sB• DIA CL OPEN lerrml (591n m1 27516 DIA f694mm1 74 ifs' M [9B7mml FRAME SECTION VIEW PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 201W CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) FIANoIrDLD � $ RECTANGULAR ADJUSTUENT SECTION OR CIRCULAR AD JUBTMENT $ECTION GROUT -TYPICAL (SEE NOTE 5j - - - - . FLAT SLAB TQP z _ MCRTAR(TYP,I 4 WrE L.mOR MORTAR FILLET - AII!2fflopr++G Wta_ Ifi'P.I h �P GRATE BACKTILL FOR - , r PIPE ZONE BEDMNG . _ T _ I SEPARATE BASE INTEGRALBASE CAST -IN -PLACE PRECAST WITH RISER 'O'RING - GW VCL BACKFILL FOR . 4 • r PIPE -I E eEIOING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS BASCATCH DI MEITER 41r WALL THICKNESS BASE THICKNESS htA)I:IMLiM KNOCKOUT MINIMUM DISTANCE BETWEEN (KNOCKOUT$ EASE REINFORCING STEEL WOL, IN EACH 0IRECMN SEPARATE WE INTEORALBASE 4' e' 36' If 0.23 0.15 y}' 4.F Ir 42' 1r 0.19 0.19 60' S' it 1 4E` 1r 0.2S 0.25 7r $' Ir 80' 12' 0.35 0.24 84' it Ir 72' 12' 0.39 0.20 0' 12, a4' 12` O.So 0.29 NOTES 1. No steps are requl red when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may he cast into the adjustment section- s. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum, Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in scoordance with Standard Specification 9-04.3. All d d t 11 ll be t n1oRa rd th PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DWO-71CR BASIN DIAMETER CONCRETE ALL METAL CPSSP Q SOLID WALL. PVC PROFILE WALL Pvc0 dE' 24, 30' 24, ar WU.W. U. M. 3Kr 2T 36" 36' 42' W 36' 42' 7T 42" 54' 42' 3W 44" aa' 51` 61J' 54' W AV 96' so, 72' W 36, AV 9re a nines, rlsefS, an CaS Ines S a Se In r In aces once Ah -0 OwnIgated PdyQlhylgne Storm sewer Pipe (SLd. Spec. M5.20) Standard Specification 9-04.3. Md.$No.9-os.12]1}} f's) (Std. Spec. 9-05.12m) S'1'b. PLAN - MOM ti STD. PLAN - 201.00 i f PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT MAI,'CH 2OL��? �N'Tp� MARCH UOOf3 COVER BOTTOM VIEW 13} ELT SOC, IALLEN HEAD) Sine-r 1 x +.5 ss RUBBER WASHER EON BOLTING DETAIL 1W [27mm[ { fife` Iralrm,] L GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. PUBLIC WORKS STORM ROUND FRAME AND COVER PLAN - 204.50 i DEPARTMENT MARCH 2408 I M BARS r SPACING 24' DIAM-, 49' DIAM. OR 54' DIAM-HOLE r ITYP-} 1' MIN. 10 MAX. 84" or 96" FLAT SLAB TOP n N5 BARS a 5' SPACING 20` Y 34 20 DIAM., 4a' DLAM- dR54'DIAM.HOLE 2'(1YP. TYPICAL ORIENTATION L_ FOR ACCESS AND STEPS 1- MRJ 2%7 MAX. 72" FLAT SLAB TOP 21 1 iq4 EARS @ 6' SPACING 2 20' x 24' OR - 24' DIAM. HOLE - r lnP) I 41r MIN, F i` 2 rr M +AX ECCENTRIC CONE SECTION 48', 54", or 60" FLAT SLAB TOP 1r trrP.l Ir- PREFABRICATED LADDER 12" uIN- STEP 34 V OR Ir r f� �1,0NEff35ARHO11 '- �• ONE 43 BAR HOOP FOR 9` /� 4' TWO 0BAR 40OPS FOR 1 r ` RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.10 As an acceptable alternative to rehar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. STD. PLAN - 204.60 PUL3LiC WORKS MISCELLANEOUS DETAILS FOR DEPARTMENT DRAINAGE STRUCTURESF MARCH 2Q08 TOP SECTION (A) NOTES 1. This frame is designed to accommodate 20" x 24' grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slats- Tap each hale to accept a W8" - 11 NC x 2" alien head cap screw. Location of bolt dawn holes varies among different manufacturers. 3 Refer to Standard Specification 9-f15-15(2) for additional requirements. RECESSED ALLEN HEAD CAP SCREW 70 11' 518'-11INCxT It 1 � rwuae 2112' SECTION OIL BOLT -DOWN 2DETAIL SEEkKrE + + PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT OD a limns 01 ape - - - - - i,- 0• 0. 150. D. mo. limits qF pip* comrWtiDn 0.65 G.O. min. 9mW"! to&rI11 -_- -_ W e16etlRll I" forplpe be&Ing ---iourx+91ivi5 when apeclfied A. Metal and Concrete Pipe 11.15 iiw mn. rnvb cFppe compacron F65 65V r*, gravel backfill grovel b:xkhI for br pipe neddng roundsgdns men spewlml S. Pipe - Arch linstallatlon Rigid Pipe NOTES: 1. Pips compaction limils shown on this plan are for pipe constructlon In an embankment. For pipe canstrucdon in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. A11 steel and aluminum pipe and pipe -arches shall be installed In accardanoa wllh design A- 3. Concrete pipe with elllptlml ralnforeament shall be installed in aCCordanos with design A d, Conorele pipe, plain or with circular minloroament, 9hal1 be installed with design A. 5. 0-0- is equal to the outside diameter of a pipe or the outside span of pipe arch. The dimensions shown as 0. D_ with:' maximum Shall 49 0-D_until 0.D- equals 3'; at which point T Shell be used. 1'4Y' fvr diameters 12' through 42' and spans through 5U', 2'-0- for diameters greater than 42' and spans greater Ihan 5W. *! 1. PUBLIC WORKS DEPARTMENT ISOMETRIC VIEW STD. PLAN - 204.00 MARCH 2O08 W lase Poke 4} limit oT pipe Wei b@ding f mplerisl b rdr la>anle pipe t nD1a a) m O,D foundali x 165714 G 'A • 4'rnim 27- I.D- OW uPd,-, V min., Over 2T I.D. Bedding for Flexible Pipe FloAlble Pipe NOTES: 1. Provide uniform supporl under barrels. 2. Hand lamp under haunches. 3. Compact bedding material to 95% max. density: directly over pipe, hand tamp only. 4. See *Excavation and Preparation of Trench' in sanitary SeweirS SC'Gr4n Of the Standard W$40TlAPWA specifications for trench width 'W" and trenching options. The pipe nine will be the actual trench width. The minl mum WnGrgle width Shall fife 1 s 1. D. = 1W_ 5. Trench backfltl shall conform to'BackBlling Sewer Trenches" In the sanitary sewers section of the WSDOTfAPWA standard specifkcatians, except (hat rockt, or lumps larger Than 1' per too of pipe tllamgter shall not be used in the bockflll material. 6, See _bedding Material for Flexible Pipe" in aggregates section of the WSDOTIAPWA srandard specifications for the material specifications. Backfll material placed in 0-5loose layers and compacted Io 96% maximum density- Melhod B or C compaction (W51DOTIAPWA) standard specifications.) Pipe Size Min. disc. between barrels circular pipe cone., LOPE, CUP (diarneterj 12" to 24' 12" 34" to 96" diam- 12 102" to 189' 4811 pipe - arch metal only (spar) 18" to 36" 12' 43" to 142' span 13 148"to 199' 48" PIPE COMPACTION DESIGN AND BACKFILL STD. PIAN - 220.00 MARCH 2O08 0W SURVEYED. SCALE, Pacific LIB `i _ rj .� J'!J ti� r� DI CiQ 1 „�2or HORR NAD 1ti8S 1991 oEs�N Lo LARSEN i 11 Deli.:. ti, } f 32 5 DRAWN. I E. MARSHALL I ONE INCH _ `III ]]��� :; s S ~ 1 FIRST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF CHECKED. AT FULL scale DATUM G' ' G j �. I NAL J, FENG IF Nor ONE INCH Planning Can afllirir�'- 6Isl�g NO. REVISION BY DATE APPR AID �ACCODINK;r_Y J. FENG 0 4 4 TOP 7 OR S EOIIAL SPACES I -W ,� 6� T SECTION ISMETRIC `i PUBLIC WORKS + DEPARTMENT TYPE 45 CATCH BASINS (PACIFIC INTERNATIONAL PIPE & ENGINEERING. INC.) GRATES SET INTO BELL RECESS YARD DRAIN NOT TO SCALE SLOT - SEE DI TAJL AND NOTE 1 A SECTION O BOLT -DOWN SLOT DETAIL SEE NOT-- 1 NOTES t ProAda two slots in the grata tihal are vertically aligned With 11]B hgleO ark the frame. Location of hgll4own slots warier, #3mgng different manUfat;WFeM. 2. Refer'o St,9nCtarij Specification 9.05,15(2) for additional requirements, 7 Unless 4'hc rim so sVincliled, vDnod grates shall be usod with standard frarr-o In the traval way, gutter or shouIdar. vanad gralos sirl not be located Mthi n crossroads. Usa waned grates alorx} rdled curbs_ RECTANGULAR STD. PLAN - 2014.20 VANED GRATE '4ikf2{'.H t?flt? INSIDE DIAMETER 12" T & G 18" DEPTH 36" 36" WALL THICKNESS 2" 2-1/2" BELL O.D. 16" 27" BELL I.D. 14" 22" BELL DEPTH 1-3/8" 3-1 /2" GRATE DIAMETER 13-7/8" 21-7/8" GRATE THICKNESS 1-7/16" 3-1/2" APPROX. WEIGHT 300# 400# A KNOCKOUT IS PROVIDED TO ASSIST CONTRACTOR IN FORMING AN OUTLET OPENING. BASE SLABS AVAILABLE. CITY OF 1;%R) RENTON Planning/Building/Public Works Dept. 0 0 0 I T LJ N C) O T a D J co N O C) I T LL R-397413 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS n J SURFACE WATER UTILITY DEVELOPMENT ENGINEERING O rstraka 07/23/2018 tj rnair 07/30/2018 ' DATE, 0 CEDAR RIDGE SHORT PLAT s� FlELDBOOK.OK. PAGE DRAONG W. a STORM DETAILS 0 SHEU, OP W C13 C22 (.) co I I W Q n rr O Cf) W 0 rr rr Q 0 Ll U CV T Lu Lu 17 STA 10+00 (S.E. 2ND PLACE) = STA 20+00 (156TH AVENUE S.E.) �I PARALLEL CURBXAMP PER WSDOT Sg PLAN - F-40.12-03. EE DETAIL SHEET C11 AND 0 � o � a- o 0 a- w c� 5.5' DEDICATION 30' HALF R.O.W. Do 8' LANDSCAPE PLANTER 0.5' 5' CONCRETEF22' SIDEWALK PER COR STD PLAN 102 NEW VERTICAL CURB & GUTTER PE� COR STD PLAN 101 (MAX) �SAWCUT LINE PAVEMENT REPLACEMENT OF 7" (MIN.) HMA 6" (MIN.) CRUSHED ROCK PER COR STD PLAN 103 EX. PAVEMENT REMOVE 2' (MIN.) EX. PAVEMENT AND REPLACE WITH 7" OF HMA OVER 6" OF CRUSHED ROCK PER COR STD PLAN 103 156TH AVENUE S.E. (B-B) SCALE 1'-1a Pacific Loy.; lrjl'-elrii Desiti-ri, } f _r; Ii Civil Planning Can ajll 1 r� v1vlw PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. NOTE: SEE SHEET C21 FOR CHANNELIZATION INFORMATION I N , `'Cr rCCVAIIVIH I t� 1IVIV Vr F_ - -----I - - 0 -- All thermal plastic SEE DETAIL Stall contain THIS SHEET w t/dry-elements. �— ni ioo mill o ccrr 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION Sum RYco DESIGNL LARSEN AJL 5/8/18 JF AJL 3/9/18 JF DRAW E. MARSHALL AJL 1 /10/17 JF CHE am, J. FENG BY DATE APPR N"wvm.J. FENG SC&E; 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I I I I I I I I I I ,r-1 _X STA 21+44.58 LANE STRIPING END VERRCAU NAw , HORIZONTAL_ NAD ,983 199, DATUM -CB #5 (TYPE 11 - 48" 0) W/ SOLID LOCKING LID l STA = 21 +68.33, 14'f L RIM = 457.83 INV = 454.18 (12" D.I. W) INV = 453.18f (EX. 12" LCPE N, S) CONTRACTOR TO FIELD VERIFY INVERT ELEVATION AT EXISTING SYSTEM PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. POTHOLE EXISTING PAVEMENT TO VERIFY EXISTING GAS AND WATER AT STORM CROSSING KEEP MIN. 6" CLEARANCES EDGE TO EDGE AT CROSSINGS. ETHAFOAM PAD IS REQUIRED WITH 6" SEPARATION. 6.5' MIN. PATCH PER COR 5TD. PLAN H032.1 (TYP.) CITY OF RENTON Planning/Building/Public Works Dept. 475 470 465 M 455 450 445 440 I I I I STA 21 +71.62 RAMP I I 457.14 FL i I 457. FL I I 1.5% 457.26 7.20 7. 457.34 156TH AVENUE S.E. CURB RAMP DETAIL 3CALB 1'-10' O PROVIDE VERTICAL CURB O I T U CURB TO HAVE TAPERED END AT THE DRIVEWAY CURB RAMP IS NOT REQUIRED PROVIDE ASPHALT TAPERED TIE DOWN RAMP 20 0 10 20 40 GRAPHIC SCALE SCALE:1'-20' ................................................:................................................. .NOT : ....................................... ................................................. ............................................i................................................. POTHOLE EXISTIN PAV MENT TO VE .............. ................................................. IFY EXIS NG G.AS AN ............................................................................................ -WATER- - AT STORM ......... R........................................................ . .CROSSING. -KEEP I-N:.................. EX:' 'R:O: 6„ C EARANCES............. -1-156TH - AVE.- - S.E:...................... . .ED G .. TO ..ED.G.E.. A........... ......................................................... . CROSSINGS. ETFi... FOAM....Pi4D.......................I.............................................................................................................. R'EQ IRED''WITH 6 ................. ......................ROW.................... .SEP� RATION:............................................................................ ............................................... -..CON- RAC.TOR.. TO........... ................................................. (......... ................................................. FEIL. VERIFY INV RT ELEV TION AT .EXI S IN'G� ' SYSTEM.................................................................... . .P-Ri O ... TO..................... .................................l.......................... . CONTRUCTION: ........................................................................ N.OTI .Y..EN.GINEER..OF ..... jEXISTING. GRAD.E......................... ANY ...............................................:................................................ DISCREPANCIES. ..............................f........................................... ..........FINISHED - -G y ............... ADE ..................36LF..1.�2-00 . .p:l:.................. ...... ......................................................................................................................................................G.................. ........................................................... S=.O,G ..................... ............................................................................................... CB 4 (TYPE I) ................ W/ � �vA � ED' ' ORATE ...... EX. 2,, . . ...... ................... ............................... TA.=21+68. ,. 5, 21.0 .R....:........GAS................................. ..... ............. . RI*M1. =....457:20.........................................��...................................................... EX. 12 ...IN .._ ..454:8-9- - (. 2' D:I:..E.)................................................ D.I. WAT R . ............................................. CB#5 (TYPE 11 ................... SOLID..LOC ING..LID.................. ST.4:=21+68.33,.....14.0'..................... _............................................................................... (156TH VE SE) .............. ............................................................. .... .... RIM = 457:8.3.................. .........................IN V_ ..454.18 (EX: 1 2".. LCP ... N.,.. S)................. . .....................................I.NV. ................................................:................................................. -1.454:1-8.02!�-DJ:..W).................. 0 o6 LO 480 475 470 465 460 455 450 445 440 C'7 CV O C) T a J H H -0+50 0+00 0+50 SCALE: T-20' H V R-397412 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY DEVELOPMENT ENGINEERING Kwu cc rstraka 07/30/2018 rnair 07/30/2018 0 2 C� Ll CD DAM 0 CEDAR RIDGE SHORT PLAT 8-8-2017 FlELDBOOIG PAGE, DIMING NOe a 156TH AVE FRONTAGE PLAN 0 w EU° C 12 C22 C) EXISTING CURB RAMP TO BE MADE ADAD COMPLIANT (INCLUDING DETECTABLE E LE WARNING) IF NOT ALREADY ADA COMPLIANT. I NOT REQUIRED I co 0 W P- a J n I- rr O Cf) W 0 oC rr a 0 w U T T W W r= VJ _ 5' CONCRETE SIDEWALK PER STD PLAN 102 o � n o w 8' LANDSCAPE n; PLANTER 0. 5' 11 I 13 SAWCUT LINE 1.5% (MAX) NEW VERTICAL "�EX. PAVEMENT CURB & GUTTER PER COR STD PLAN 101 REMOVE 2' (MIN.) EX. PAVEMENT AND REPLACE WITH 4" OF HMA OVER 6" OF CRUSHED ROCK PER COR STD PLAN 103 S.E. 2ND PLACE (A -A) SCALE: 1'-10' STA 10+00 (S.E. 2ND PLACE) STA 20+00 (156TH AVENUE S.E.) 156TH AVENUE S.E. (MIN)R ARTERIAL) PT 10+00 I STA 9+79.13, 43.08' R 467.07 FL W 467.23 FL RAMP U STA 20+37.79 < 156TH AVE SE 467.29 FL a-QI 3/4 A - -- STA 9+75.89, 30.57' IR - F Z , N 1 /2 0 ' • STA 9+68.56, 18.93' R W �I 468.16 . ! . 3.6 0 467.55 470 r - SEE TABLE 1 N r .51 470.43 TIC BELOW FOR / 1.50 0 4 x4' MIN. A46 BC CURVE DATA // �. ,LANDING 93' 467.67 1 /4 0 +57.3 11.58'R �467.62 REL ATE C 467.74 + - POI A CE 3% 13 / STOP BAR/ (RA5% 1. % / 9.77 T 1.25 469. 9.77 B i L=3,8.6' AMP I __ A=�8.5° TA 9+48.46 R=25 2ND PL. I --- 469. I -- 46 .71NEG i ----- -------- 4'x4'--M LANDING 3'' I 9.04 46 .22 469.31 469.85 I P 469.79 EG STA 9+4 9.00 R 4, co STOP SIGN SEE TABLE ABOVE FOR 2 I I REQUIRED CURVE DATA I 68.90 PRC STA 9+28.95, 11.00' R 467.92 FL SEE TABLE ABOVE �OR 3 CURVE DATA I PC STA 9+19.55, 13.00' R 467.22 FIL I I I I I I I I I I / I I I I / I I I 0 I + / I � I I J I i STOP BAR TO BE LOCATED 9 FEET EST OF THE CENTERL E OF THE CURB RAMP (I.E 9 FEET WEST OF DINT A) =ter S.E. 2ND PLACE CURB RETURN AND CURB RAMP DETAIL SCALE:1'-V Pacific Z-rj.; 1ril;t-i Ir-i-elri i Desiti-ri } f _r; Civil J5nolneeting, Planning Cad] .�1 !rri :� CURVE DATA CURVE NO. R L 0 1 35' 54.1' 88.50 2 25' 10.1' 23.10 3 25' 10.1' 23.10 PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. PROPOSED PARALLEL CL " RAMP SEE DETAIL THIS REMOVE EXISTING PAVEMENT (TYP.) PROVIDE 2" GRIND AND ~ SAWCUT PAVEMENT (TYP.) OVERLAY IN SE 2ND PLACE w FOR THE EXTENT OF v=i I PROJECT - � 1 �' WIDE DRIVEWAY PER COR STD i i SD - W So w / + I I PLAN 1 4.3 (TYP. FOR ALL 7 I I SEE CURB DRIVEWAYS ALONG SE 2ND P) i i RETURN DETAIL I I _ 8+00 _ _ I I .2ND PLA E s+loo THIS SH_ T "' "SIDENML Acolt w l i i -I SEE SECT ON i i" 1r- z '/ I I �� I THIS SHEET I J I -------- --� LJ L----- ---1- ---J LJ L--------- /-----------------j I RIB ;HEET 13' - W I � � 10+00 _ 20+00 PROPOSED PE PENDICULAR I `� CURB RAMP S E DETAIL THIS SHEET :. 7 .0' JA _ 70'.0' r 55.7' 468 ` �1 ROPOSED MAIL R OVE EX. AC. PAVEMENT I BOX LOCATION TYP.) I L=38.6 IV I a (6-UNIT) I SEE CHANNELIZATION PLAN A=88.5, SEE DETAIL N SHEET C21 !� PROPOSED PERP ULAIR SHEET C16 0 CURB RAMP SEE DETAIL 46 8 1.5% MAX THIS SHEET D SIDEWALK (TYP.) 1.5% (MAX) i C LOT 4 ' LOT 5 I LOT 6 SIDEWALK (TYP.) i I Z I I I I C I SEE CHANNELIZATION PLAN I m I I I SHEET C21cj) 490 STA 10+00 (SE 2ND PLACE) = STA 20+00 (156TH AVE. SE) 20 0 10 20 40 I �I GRAPHIC SCALE II+ : SCALE: 1'-20' . . . . . . .............................................................................................................................................................................................................................................. . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . ................... ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . . . ................ . . . . . . . . . . . . . . . . . . . . ................... . . ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SITE ................ ... . . . . . . . . . . . . . . . . . . . FRONTAGE ................... . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX. R.O.W............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7...... .................. ................... ....................................... ................... ................... ................... . ...... .. : . ..... ................... ...... ......156TH--AVE..SE......... .. ........... ........ 485................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. .......................................................................... ............... ..... ........ ................. ................. ..... ......... ....... ................................................................................................................. ........................................................................... :.................... ................. ................. ...............�� ROW ...... ................ . 1................... ....... ................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ........................... r-,...... co ................... ................. ................. ................. ................. .................................... ............. ...................... o ................... ................. ..... ........ ................. ................. ..... ......... ....... ................... ................... ....... ........... ................... ................... ....... ........... ........ A, CENTERLINE OF CURB ................. ................. .. .:. .. ................. ................. ................. .. .. ................. .. ................. .............. C� .. ................................ m .�.............. �. .................. ................. ................. ................. ................. ................. ....... RAMP 475 .......................................................................................................................................................................................................................................... II . I I } _..................................................................................................................................... LO ............ .. C7) ................ Ln . .................. ................. ... ................. ....... .... o ............. .................. ................. ........... > p ......... ................. ................. ..... ........ ................. ................. ..... ......... ....... RAMPTO .................. ............ .. ................... ................... ................... :................... ................... ................... ............. ....... .. ..... ..... ................... ................... ................... ................... ........... .............. ...p...................... .I. A...4 ................... ................... ....... ........... ................... ................... ....... ........... ........ :?LINE OF O II � E -� ...w.. +.. w .......� ......................... ...t..' _....................:m........................................................_..o.. > - p EXISTING GRADE. 00 W p ........................... I........ .......................................... �.............�.. ........................................................... :....................... M.�..II...�...............S=t. ............... .0700............................ ..........................................................................................I............................................. ............ .............. I... .......................................... 465 ....................... +� >_ = I- p .................................................'... � N > w................................................................................................. > �-� ...............................................................................................................................................................................................:............................................................................................ I 1 l 1 +.. mw w- W ..� .... p ................... ... ........................................................................................................... I....1........................................... l l ...�..I .. o........ OSED''GRADE.................. ................... ................... ................ ................... ................... ................... ................... ................... ..........1................... I- I.................. ........PRO . I...Q O-CJRB.-FL--- ...... . ................... ................... ................... ................... ...........3 I....�.: _.......... ................. ....... ...........� ........ _ 0070E .......................... .... PROPOSED'' WATER .... ................. ................. ............... . I..- .............. .................. ................... ........ 460I- ........................+... _................ �p . ..w...................................................................€............................. ................... ........................................ ............................. ................... ............ tINE tOT5 ......... ................... ........................................................................................................ ................... .................. ....................................................................... ............................. .........:.............................................................................................SERVICE ................ ................. ....... ................. ............... ............... . .............P .................................... .OPOSE...WATER............... .............................................................. ................... ................... ................... ................... ................... ................... ................................... ................... ............. ..... ............... . ............... ................. ............ .. ................ ............................................. ................. ....... SRVICE LINE (LOT.44) I............................................PROPO ED'SIDE''SE ER.................................. 455j- ............................................................................................................................................................................................................................................................................:....................................................... SERVICELINE (LOT ) ........................................................................................................................... ................... _....................................................................................................................................................`. ................... ...................I.......... ....... ................... ......... .................................................................................................................................................... u XISTIIVC 10 SS............... EX: SSMH # fTYPE 4 = 48' DIA:)...................................................... .................................................................................................................OPOSED.. SI ................. MAIN ............................................... ST :=�9+94:84;- 4:1... R.......... _ .................. . ................. ................ ................ ................. ................. .................( EWER SERVI .OT .5)........... E LINE ..................................................................................R.I M...= ...7.0.26.......... ............................................ . 450 ............................................................................................................................................................................................................................................................................................................................................................................................................................................... INV = 461. 0 10" EX (.........................................)................................................................................................................. . VC E ........................................................................................................................... PROPOSED SIDE SE R EX: 'SS� H' #3. (TYP.E... _48"� D1A.)... .: . ............................................ ................... - LINE(LOT ................. ................... ................... ...................................... ................... . STA. =10+01 32; 2.9LL................... ................... ........SERVICE .................. ................... . .................:................... ................... ................... ................... ................... ................... ................... ................... ..............RI.M -470:84...................... ................... ........ .................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ........ IN.V..=.. 61._6.2..(10'.'.. X..PV.C.E)... ................... ................... ........ 44511 v1v1w n, 0c4 N� CO Ln LO In O 0 O M LO w LO0 0 O � 00 a0 rn ai oO N1-)(0 co ^I� 00 00 of of LO Lo U) Ln (o ( to to (0 (0 to c0 co co co c0 I� 8+00 9+00 10+00 LEXISTING GRADE ELEVATION ®R.O.W. SCALE 1'-20' H 1'-5' V PROPOSED GRADE ELEVATION ® CURB 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION SURVEYED° DRYCO oEs�N L LARSEN AJL 5/8/18 JF AJL 3/9/18 JF DRAW E. MARSHALL AJL 1 /10/17 JF CHECKM. J. FENG BY DATE APPR N"wv .J. FENG 1 "=20' ONE INCH AT FULL SCALE IF Nar ONE INCH SCALE ACCORDINGLY VERTICAU NOD HORIZONTAL*NAD 1 1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. O O O O O T A u N O O T a J H H R-39741 1 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING rnair 07/30/2018 O 2 C� W CD DAM 0 CEDAR RIDGE SHORT PLAT 8-8-2017 FIELDWOK- PAGE, DRM ING 0. a SE 2ND PLACE FRONTAGE PLAN 0 LLI SHEU` C11 c22 CU co 0 W a n rr O Cn W 0 rr rr a 0 w U TYPE 3 BARRICADE PER- COR STD PLAN H018.1 PROVIDE 4" WHITE FOG LINE AT 25:1 TAPER FROM END OF CURB TO EX. EDGE OF PAVEMENT. SEE THICKENED EDGE DETAIL, THIS SHEET EG= 440. 4' WIDE RAMP 440.82 EG=440.3 �-� 441.42 IAC BE YP) 440.77 1.5% MAX' EX. PAVEMENT - 440.83 _ 4'X4' ASPHALT LANDING 441.49 � 440.89 ASPHALT SIDEWALK TRANSITION SCALE 1'-10' 12LF 12" LCPE 0S=0.0057 460 ........:................... ................... ................... ........ 460 455 ........:................... ........:................... ................................................................................................................................................... ........:................... ........:................... ................... ................... ................... ................... ................... ................... ................... ................... ........ ........ ........ ........ 455 450 ........:................... ........:................... ................................................................................................................................................... ........:................... ................... ................... ................... ................... ................... ................... ........ ........ ........ 450 O ........:................... ........:................... ................... ................... ................... ................... ........ ........ T 445 ........:................................................................. ..................E.X;... R,O,W ...................... 445 W .................SE.. 2N .. PLACE ................................ . W........................... q..ROW......... ................... ........ _ ................................................................ I. ....................................................... . 440 .................................................................................................................................. I: 440 ........:................... ........:................... ........:............... ................................................ ... ............... EXISTING ............................................. ................... GRADE ........ 435 .............. _..-........... .............. ....................................... ....................................... ............... 435 ............................................................... 11....................................................... 1 . 430 ......... l...................................................... .............I..I................................................................................ .................................................... ............................... ............... . 430 ....................... B#1'I............ ................... ........ .............. ...VANED- - GR TE ..................... . ........... STA:=3+78.60 -44.0'..R.............. 425 .............. ......... ......................... R M....=....435...3.1......................................................... 425 ...........I. V = 431.57 (12" LCPE E S) ............... 12LF -.1 "....LCPE................................... S=0.00 7 ........................... EX�CB��#4 ......................................................................................... (TYPE 1) ..... STA:'' 3.+ $: 50; 24: 3' ..................... . ....... ............ ....... ......... .... INV..=..43 -:50..(.E.X:..1.2.' ..LCPE..N)............. ............ {NV..=.. 43 -:50.. (E.X:..1.2.' ..PVC ..W).............. 415 415 0). a1 � M M � 0+00 0+70 Pacific Ens j'fj' ' .�lrj 1 I ip _! CiviJ Eny1neeririg = P1arrtaing C0rl=.'u1i_jrj_iE; PORTION OF THE SW 1/4, ' SECTION 14 T. 23 N., R. 5 E., W.M. PROVIDE 2" GRIND AND FULL STREET CB #11 (TYPE 1) CB #1 (TYPE 11-48") W/ VANED GRATE W/ SOLID LOCKING LID REPLACE PAVEMENT OVER EX. GRAVEL OVERLAY IN 2ND PLACE FOR THE STA = 3+78.60, 12' R STA = 4+95.62, 11.2' R SHOULDER SEE DETAIL AT LEFT CB #3 (TYPE 1) EXTENT OF THE PROJECT v CB #2 (TYPE 1) � RIM = 435.31 RIM = 441.59 W/ VANED GRATE W/ VANED GRATEuj INV (12" LCPE S, E) = 431.57 INV (12" LCPE W) = 432.28 STA = 5+27.54, 12.0' R STA = 7+12.49, 12.0' R w SAWCUT PAVEMENT (TYP.) INV (12" PVC S) = 432.28 RIM = 454.50 I N RIM 443.69 STA 4+87, 13.00' L INV (12 = PVC E, S) INV 12" PVC W 450.00 l o = 439.20 ( ) - STA 4+59.49, 7.48' L 2" E, Vv, EX. GRAVEL 22LF 12 PVC Aso Ass + SHOULDER TO 0 S=0.0100 ' A 8 Q REMAIN i- o- -- i j , i- i v�i .W W i 185 12" PVC i i i I z -- -- - -- ®=0.0584 S.E.,2�VD PLACE TYPE 3 BARRICADE PER COR _______ ------------- ----- i i , _ - - 4+�00 STD PLAN H018 AND H01�8.1 - 5+00 2.13 - i i 15 WIDEs !To i ( DENTIAL ACCEgS +o - NEW EDGE OF PAVEMENT, SEE i i SAWCUT ! i >, _ S87°31 51 653.71 --- THICKENED EDGE DETAIL AT RIGHT ____ _ - � � 442.58 i --i i i PAVEMENT TYP.) i -- ----- J L I I I I j I I I I I I - -- ------ -- ----J LJ L- ----------------------- L--_j L---------1---------J L - -J-------` -------------- I SAWCUT LINE r- - - - - - - - - - - - - - - - .. i 443, .03 • . 443.: 117LF 12 LCPE i i 0 S=0.0061 4" FOG LINE BETWEE .: 443.43 ... .:... -' ... . 1. %(MAX'.)- •..:...: .:' ..: ...:..:.:.. `:......... :.. :..: '. , ( S87°31'51 "E 1 0.04'SAWCUT LINE AND - - -- - - --- -- _. -- -- NEW 4" FOG o 0 0 _ � 70 0' 70.0' THICKENED EDGE) LINE AT 25:1 442.45 - - - � � I EX. GROUND EX. GRAVEL SHOULDER TO REMAIN 442.53 I I 24L 12" PVC I I REMOVE E AC. PAVEMENT I I 2� 1 1 1 (TYP.) S- 915 O O T A u co N O NT WITH O KENED � T a J NEW ASPHALT SIDEWALK TRANSITION I I I REMOVE CB & 12" I �' T FINISHED GRA SEE BLOW-UP DETAIL THIS SHEET I h5 STORM PI E IN SE 2ND PL. FROM V LT CONNECTION CRUSHED EX. AC. DRIVEWAY TO REMAIN I HMA j0 1 S 156TH AVE. ASPHALT BASECOURSE EX. CB (TYPE 1) 15' WIDE ACCESS ROAD SEE 1 1 REMOVABLE BOLLARDS PER STA = 3+78.50, 24.3' R PAVEMENT SECTION 1 I COR STD PLAN H021 I I I I THICKENED EDGE RIM = 434.71 SEE DETAIL THIS SHEET INV (12E )= I ; I LOT 1 I I LOT 2 I LOT 3 I (" PVCW) 431.50 v1v1w 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION SU oRYco oEs�N L° LARSEN AJL 5/8/18 JF AJL 3/9/18 JF ORA"* E. MARSHALL AJL 1 /10/1 7 JF CHECKED:. J. FENG BY DATE APPR APPROY M. FENG SCALM, 1 "=20' ONE INCH AT FULL SCALE IF Nar ONE INCH SCALE ACCORDINGLY VERTICAL. NAw HORIZONTAL*NAD 1983 1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Gyllf, G1.11f, G541 G1.1f7 435 430 425 MA I ALT :MENT 4" CRUSHED SURFACING BASE COURSE a921zIII INP►<vLNll01 4" HMA ASPHALT PAVEMENT (SE 2ND PL) 7" HMA ASPHALT PAVEMENT (156TH AVENUE SE) RIGHT-OF-WAY ---�_6" CRUSHED SURFACING (156TH AVE AND 2ND PU BASE COURSE PAVEMENT SECTIONS H H a R-397410 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J (- SURFACE WATER UTILITY , DEVELOPMENT ENGINEERING cc rstraka 07/23/2018 rnair 07/30/2018 O C) W 0 DAM 0 CEDAR RIDGE SHORT PLAT 8-8-2017 FIELDBOOIG PAGE DRWING NO: a SE 2ND PLACE FRONTAGE PLAN 0 W EET° C 10 C22 U PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. N ,-a M rn co 0 EX. FIRE HYDRANT Lu (APPROXIMATELY 105' WEST OF SITE) STA 5+50, 6.59' R 27LF 6"0 SIDE SEWER INV ® MAIN=438.57f STORM CONTINUATION & CONNECTION (SEE SHEET C06 a _I .~ -- ----------------- 0 ------ I Cl) rLLI D--- — — -- UTILIZE EX. METER FOR 01 I LANDSCAPE IRRIGATION, a COORDINATE WITH STORM I 0 INSTALLATION TO I W RELOCATE AND REALIGN U METER AS REQUIRED \ x.I Id PROPOSED DETENTION VAULT I (SEE SHEET C07) 0 LLI LLI U) • PROPOSED WATER SERVICE CONNECTION PER WATER DISTRICT #90 STD DWG NO. 3 (TYP) UNDER SEPARATE PERMIT NOTE: FIELD VERIFY 6" SIDE SEWER CONNECTION AT EX. MAIN PRIOR TO CONSTRUCTION. i STA 7+18, .66R MAINTAIN MIN. 2" SLOPE. / 27LF 6"0 SID SEWER SAWCUT STA 6+45, 7.39' R /� INV ® MAIN=44�7.39f / \ LINE (TYP.) 26LF 6"0 SIDE SEWER I \ // �\ EX. FIRE HYDRANT \ INV 0MAIN=443.74f I STA 7+80, 6.09' R \ 27LF 6" SIDE SEWER STA 8+50, 5.43 R 1 I 28LF 6"0 SIDE SEWER STA 9+20, 4.78 R INV/0qAIN=450.40± \ R�8 CENTERLINE \ � - - - -_ INS' 0MAIN=453.85f 29LF 6 0 SIDE SEWER R.O.W. ri�4 \\ // I\ - - —/1— - INV 0MAI7.30f EX Wj ---I / I I I I I — w— �lZ �- I I r— \ I i i i i EX. 12 D.I. WA �` I W— --sB — / I i / I / 6+00 I / I y / —SD — I I - — W -- v — EX. 2 D.I. I� — p- W— w:.., ... I I n ICENTERLINE I R--O••- W �I- 3 I I I i I I —SD — I eleovo w - + of 30' /� I I - - _ I I / / _SD — I EX. 12" D.I. WA _ _ _ S.E. 2ND PLACE L---- S87`31'51 "E 653.71' I _ _ i - � 0 ------ --J L----- J 10+00 I I I I I I I I / — 9 \ :.:...-------------------J--- --------------� LJ-------- I I I (RESIDENTIAL ACCESS) I� — T— — — I I rij 70.0' W I r 7 Z 6" SSCO I �,`O I �Se \ 55.7' 468 ��� � W �5 S=0.0200 MIN. I �� ♦ . / INV ® STUB=444 34 6" SSCO I 6" SSCO \ I I /'-'► ' 6" SSCO NV 0STUB=447.95 S=0.0200 MIN. L=38.6 NEW WATER S=0.0200 MIN. `o I A=88.5° METER SERVICE (TYP) 1 ® STUB=450.98 � S=0.0200 MIN. 6 SSCO R=25 INV ® STUB=439.15 I I RELOCATE EX. POWER S=0.0200 MIN. 6 SSCO 466 i (� I RELOCATE EXISTING POWER POLE TO BACK OF SIDEWALK INV 0 STUB=454.52 S=0.0200 MIN. I B POLE TO BACK OF SIDEWALK I I U DER SEPARATE PERMIT BY PSE I INV ®STUB=457.92 r INSTALL SEWER UNDER SEPARATE PERMIT BY PSE I I � ! t CLEANOUT IN 2 X2 I I I I I SEE SHEET C12 I I CONCRETE PAD PER COR I FOR SECTION l i i i i 450 448 452 ADJACENTDTOLAN BACKOOF l i I I i I 446 I 450 454 458 SIDEWALK (TYP.) 444 448 452 c.; I I I I d 442 446 Ln I I I "' _ 444 Ln N LOT 1 I� LOT 2 442 \ /---�--------- 440 STORM BRA - / TRACT , CN I I � <—---------- 48. V / - - --------- 438- - — 440 --------- - - i —----------------- 7-0:0'------------- Pacific En s JJ�j ' ' _eJ_rj 1 Design,I F � t r� - Civil n_g1n& `rirjy ._ - �: Planning Carl=.'u1i_jrj_i� v1v1w PRIVATE 10' STORM DRAINAGE EASEMENT 450- -448 LOT 3 NLO QO � co 456 454 452 450— LOT 4 PRIVATE 10' STORM DRAINAGE EASEMENT 460 --— 458 \ 456 _ —454 N p� Ln LOT 5 CD L Ln 464- - 46 46 0— 45C LC 5' SIDEWALK 41 / 44 - - - ---- _ - _ 452 IG s� 8' PLANTER / <\���\� I I I II-T I —LL/—/ \ \\ \ \ \ 80.0' ' I -- — — — — — - \ R,ELOCATE EX. POWER AND LIGHT — POLE TO LANDSCAPE AREA UNDER SEPARATED PERMIT BY PSE z RELOCATE EX. TELEPHONE RISER TO LANDSCAPE AREA UNDER SEPARATED PERMIT BY RESPECTIVE FRANCHISE UTILITY 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL NO. REVISION BY SUR pRYco DESIGNEDL. LARSEN 5/8/18 JF 3/9/18 JF DRAW E. MARSHALL 1 /10/17 JF CHECKM. J. FENG DATE APPR N"wv .J. FENG 1 "=20' ONE INCH AT FULL SCALE IF Nar ONE INCH SCALE ACCORDINGLY i I I �22' 5.5' R-O--W DEDICATION: I I iW I I o I o I + I N REUSE EXISTIN I r-35.5'-il �vi1=TER & METER BOX FOR LOT 6 I I I I I I I i I L— — — — — — — ae; vvve r-------- ase I I I I I L_� I -------- I -------J I 1 1 20 0 10 20 40 GRAPHIC SCALE SCALE: T-20' 0 0 O T u C) O T a J H H S-397401 R-397409 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J NOTE FOR GRINDER PUMP GRINDER PUMPS ARE REQUIRED FOR ANY FIXTURE WASTEWATER UTILITY �' DEVELOPMENT ENGINEERING `�' UNITS LOCATED AT BASEMENT LEVELS OF THE LOTS Ir dchristen 07/20/2018 rnair 07/30/2018 0 REVIEW OF GRINDER PUMPS FOR EACH INDIVIDUAL LOT = WILL BE DONE AT THE TIME OF BUILDING PERMIT C� REVIEW. FLOORS ABOVE GRADE SHALL BE FLUSHED TO SURFACE WATER UTILITY LLI FLOW BY GRAVITY TO THE MAIN. rstraka 07/30/2018 (D DAM 0 97 mmO�Na1LNAO 79B3 GG1 + CITY OF CEDAR RIDGE SHORT PLAT 8-8-2017 FIEILDWOK- RENTON PAM,°C DATUM DRWING NO, a Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN 0 Lu SNEEro Cog C22 U Cy) C'C I 0 W Q n rr O -17 U) W (D 0 rr rr Q W U co O W W 17 cn 442.00 PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. w STORM DRAIN TRACT z I} 15' ACCESS ROAD o' w TOP OF VAULT (OUTSIDE) REMOVABLE WATER- 5ELEV.=442.00 TIGHT COUPLING a IFINISHED GRADE TOP OF VAULT(INSIDE) ELEV.=441.00 443.00 6" FREEBOARD 12" 1442.00 : ID445.8 439.50 2H:1 V RISER. SEE - SECTION C-C FOR DETAILS c 433.00 - 429.50 -1 3H: 1 V 0 BAFFLE- WALL TOP = 441.00 -7' (LIVE STORAGE) 433.00--) 6" MIN. SEDIMENT STORAGE 5% �432.55 ' SUMP LIVE STORAGE ELEV.= 440.50 INV�12. IN) = 437.00 433.00 9 _59 433.00 432.55 18' 11 18' DETENTION VAULT (A -A) 443.00 EXISTING GRADE \-24"O SOLID LOCKING LID W/ ADAPTER WINGS 0 RIM=443.00 ROUTE FOOTING DRAIN CB #10 (TYP) SCALE: 1'-5' STORM DRAIN TRACT - W z J 15' ACCESS ROAD - TOP OF VAULT LL' (OUTSIDE) 0 ELEV.= 442.00 24"0 SOLID FINISHED GRADE LOCKING LID W/ TOP OF VAULT cn 443.00 ADAPTER WINGS 443.00 w 6" FREEBOARD (INSIDE) RIM=443.00 ELEV.= 441.00 40. 50 - - - - - -- -- 3H:1 V 438.00 � BAFFLE WALL - - - - - - - -LIVE-STORAGE_y ------_ _- 2H:1V IOP = 441.00 ELEV.= 440.50 RISER. SEE 7' (LIVE STORAGE) INV = 437.00 SECTION B-B 433.00 (12" IN) FOR DETAILS 0 433.00 429.50 6 MIN. SEDIMENT STORAGE 59 5q 59 432.55 ' SUMP 24"0 SOLID LOCKING LID FINISHED GRADE RIM=443.00 I I I I 433.00 18' 18' DETENTION VAULT (B-B) I I 5' WIDE X 7.5' HIGH OPENING IN BAFFLE WALL FROM BOTTOM OF LIVE STORAGE TO TOP OF VAULT 432.55 I N V�8. IN) = 437.00 SCALE: 1'-5' TOP OF VAULT (OUTSIDE) ELEV. = 442.00 r-TOP OF VAULT (INSIDE) ELEV. = 441.0 LIVE STORAGE ELEV.= 440.50 SEDIMENT STORAGE ELEV.= 433.50 NO SLOPE ALONG BOTTOM OF VAULT 432.55 442.00 EXISTING GRADE 0 ROUTE FOOTING DRAIN TO CB #10 (TYP) 433.00 24"0 SOLID LOCKING LID W/ ADAPTER WINGS RIM=443.00 LADDER RUNGS (TYP) 87' DETENTION VAULT (C-C) 6" FREEBOARD PLATE WITH ORIFICE AS SPECIFIED 4" ELBOW DETAIL NOTES: 1. OUTLET CAPACITY:100-YEAR DEVELOPED PEAK FLOW. 2. METAL PARTS: CORROSION RESISTANT STAINLESS STEEL OR ALUMINIZED STEEL. 3. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL OR CONCRETE PIPE I.D. LESS 1.4" 5. PROVIDE ATLEAST ONE 3" X 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTORS AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 7. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURE USED AS ACCESS TO TANK AND VAULT TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 8. TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP, OR ALUMINIZED STEEL CMP MEETING WSDOT/APWA STANDARDS. TER FABRIC !SHED ROCK OR PEA GRAVEL a' iD EMERGENCY OVERFLOW °a EL=440.20 4" ELBOW INV.=438.40 ORIFICE DIA=1-1/8" 4" ELBOW °. INV.=437.00 ORIFICE DIA.=1" PIPE SUPPORTS (2 MIN): 3" X .090" ALUMINUM W/ STAINLESS BOLTS I MIN. ° iUTE FOOTING DRAIN TO CB #10 WITH 4" RF. PIPE EMBEDDED IN 12" TO 18" OF EAN CRUSHED ROCK OR PEA GRAVEL TAPPED IN A LAYER OF FILTER FABRIC VAULT FOOTING 12" CRUSHED ROCK OR PEA GRAVEL FOOTING DRAIN DETAIL NITS 5'X10' ACCESS RISER W/ GRATE RIM=443.00 LIFT ROD• 7' LIVE STORAGE 12"0 CMP RISER 8" SHEAR GATE- 6" MIN. SEDIMENT 432.55 STORAGE 4' SUMP - 443.00 429.50 OUTLET PIPE IE=433.50 ° - ° RESTRICTOR PLATE WITH a ORIFICE ELEV=431.50 DRILL A 3/4" HOLE IN PLATE BOLTED TO FLANGE OR DRILLED TO CAP °a 4° FLOW RESTRICTOR TEE DETAIL EXISTING rlD A nr EMERGENCY OVERFLOW=440.20 ORIFICE #3 (1-1/8"0) ELEV.=438.40 -ORIFICE #2 (1 "0) ELEV.=437.00 STRAP TO WALL Jm 3' O.C. (MAX) INV " PVC OUT) = 433.50 0 (12 ROUTE FOOTING DRAIN TO CB \ #10 (TYP) 0.75'' ] -ORIFICE #1 ELEV.=431.50 DRILL 0.75" 0 HOLE IN A 12 GA. METAL PLATE WELDED TO BOTTOM OF RISER PIPE 5'x10' GRATED LOCKING REMOVABLE ACCESS PANEL FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. MAX. WS=440.50 0 0 SHEAR GATE SCALE: 1' - 5' NOTE: A SEPARATE BUILDING PERMIT REQUIRED FOR DETENTION VAULT 1� o ONG SAP r 4b�w DESIGNED.� DRYCO NAw CITY 0 F a- � HORRONfAL; NAD 1985� 991 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 5/8/18 JF WAVOIL� LARSEN 1 -20 �A�Ne%Rl R E N TO N 32 5 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 3/9/18 JF E. MARSHALL ONE INCH ti 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF CHEf�Da DATUM m S'I NAL J. FENG IFAT FULL SCALE NOT ONE INCFI Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPHovED- SOME AcxORoINMY J. FENG o i 12" MIN z 04 CL m z cV 2' MINIMUM - SEPARATION 4' 4' SUMP 6" CMP ELBOW SEE DETAIL THIS SHEET 12" CMP RISER PLAN VIEW AT SUMP SCALE: 1' - 5' 0 O O T u co (0 O O T a J M co O O T R-397408 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY , # DEVELOPMENT ENGINEERING �- O rstraka 07/23/2018 rnair 07/30/2018 = W (D DATE 0 CEDAR RIDGE SHORT PLAT sOOK. 7 FlELDBOOKe PAGE DMWING W. a VAULT SECTIONS 0 W Cob C22 (.) Q J n I-_ rr O W 0 rr rr Q W 0 O W W 17 PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. EXPOSED VAULT WALL (TYP.) C.O. FINV 4"=433.17 -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- 12" VENT WITH LOCKING REMOVABLE CAP C.O. (TYP - 2 LOCATIONS) SEE DETAIL SEE DETAIL INV12- out=433.50 INV 4"=433.62 p SHEET C08 5, A SHEET C08 v !1 Q I ir SEE DETAIL SHEET C08 C 433.00 433.00 433.00 5' WIDE OPENING IN - BAFFLE WALL FROM BOTTOM OF LIVE STORAGE TO TOP OF INSIDE VAULT �16%11I1�1111 INV 8" IN = 437.00 8" IN FROM CB #6 BOTTOM ELEV.=433.00 - C.O. INV 4"=434.36 :1 5 0 5 10 GRAPHIC SCALE SCALE: 1'-6 12" Tp CB #10 12" TO CB 1 #1 �\ \\--- BOTTOM OF INSIDE EDGES OF VAULT 5'x10' ACCESS RISER \ EL. = 433.00 (TYP.) W/ GRATE �� RIM = 443.00 \ 4'X4' SUMP \\ 91 BOTTOM ELEV.=429.50 \ BOTTOM OF "V" CHANNEL SEE DETAIL SHEET C08 / \ I \ 432.55 EL. = 432.55 (LEVEL) 12" RISER. SEE SECTION 15% B-B FOR DETAILS � 5%; I CB #10 (T PE II -4 MINA --------------- ------ - ----------------------------------------------------- MIN. I W/ROUND OLID CKING LID - ---,,--4* 432.55 4 I RIM = 44 .00 INV 12" P S = 433.40 / \ I INV .(4". P C SW, SE)=433.00 / cr 18' Ln \ I C INV (8" "P C E) =432.83 �4 24"0 SOLID LOCKING LID W/ ADAPTER WINGS \\ INV (12" VC N)=432.50 / RIM=443.00 \ I O / \ I LO \ / I o 24"0 SOLID LOCKING LID 15' WIDE ACCESS BOTTOM INSIDE EDGE OF 433.00 / I N \ W/ ADAPTER WINGS ASPHALT BAFFLE WALL LADDER (TYP) VAULT ELEV. = 433.00 / j 0 \ RIM=443.00 ACCESS TOP = 441.00 / ROAD BOTTOM = 433.00 cr \ `400 \ / \ / I 57.lm ------------------------------------------------------- MIN. --------------- ------ - MIN. I INV12' IN = 437.00 ~4'�I BOTTOM OF "V" CHANNEL 432.55 I�4'i I I 43 .55 18, ELEV. = 432.55 (LEVEL) \\ I I / ACCESS LADDER (TYP) \ I 12 CB' IN FROM A CESS LADDER (TYP) 9 \ I # 5'x10' ACCESS RISER-----, BOTTOM OF INSIDE EDGES OF VAULT RIM GRATE 443.00 \ ELEV. = 433.00 (TYP.) 5.5' MIN. --------------------------------------------------------------- ----- 8" SD FROM YD #6 1 1 433.00 (DRAINAGE B \-- 24" O SOLID LOCKING LID W/ ADAPTER WINGS RIM=443.00 12" VENT WITH LOCKING REMOVABLE CAP (TYP - 2 LOCATIONS) 4" PERF PV SDR 35 FOOTING AIN (TYP.) SEE DE IL, SHEET C08 EXPOSED VAULT WALL (TYP.) DETENTION VAULT SCALE: 1' - & 7' 24"0 SOLID LOCKING LID W/ ADAPTER WINGS RIM=443.00 NOTE: SEPARATE BUILDING PERMIT IS REQUIRED FOR DETENTION VAULT WASH j SURVEYED. RYCO SCAB VEIMCAL. HAVO 1 N� 1 »_20' HORRONTAL; NAD 19671991 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 5/8/18 JF WAVO Lo LARSEN 1 32 5 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 3/9/18 JF °RAWN` ONE INCH E. MARSHALL DATU M S 1 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF CHEKM. AT FULL SCALE w S+I AL J, FENG IF NU ONE INCH NO. REVISION BY DATE APPR 01 wim, SCALE ACCORDINGLY J. FENG C.O. INV �"=433.37 rIN 5DCO #5 =444.00 V= 433.20 I c0 0 0 0 T LJ �, CM (fl N O O O T a J CM N CD O I T R-397407 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY , DEVELOPMENT ENGINEERING 0� rstraka 07/23/2018 vjl rnair 07/30/2018 0 2 Cn W C� 0 Aoftk PRI CITY OF CEDAR RIDGE SHORT PLAT Fl� EI8 --88-2017 � mmm. R E N TO N PAGF_ °C DRAINING W. a Planning/Building/Public Works Dept. VAULT PLAN 0 SHED, OP W C07 C22 (.� CB #1 (TYPE II-48"0) ~ W/ ROUND SOLID LOCKING LID O C'7 STA = 4+95.62, 11.2'f R RIM = 441.59 It _ - - It (12" LCPE W) = 432.28 I T V-"(T2" PVC-S}-,432.2Z - 0 LLI PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. TREE DRIPLINE (TYP) B TYPE 1 EXISTING TREES W/ VANED GRATE � � � , _ STA = 5D G.54, 12.0' R \\ i ROPOSED MAILBOX LOCATION LOCATED IN ROW RIM = 443.69 \ CB #3,1'YPE 1) \/�6�UNIT) PER C.O.R. STD PLAN H026. BE REMOVED (TYI REMOVE EX. CB 2 & 12 \ W VANED GRATE \SESHEET C16 INV (12" PVC E, S) = 439.20 STORM PIPE IN SE 2ND PL. / \ STA / 7+12.49, 12.0' R \ - - - C.O. FOR VAULT FROM VAULT CONNECTION I 68 / - TOWARDS 156TH AVE. I O I R14 = 454.50 FOOTING DRAIN (TY�) - - - - - - - r j 0� I IN�/ (12" PVC W) = 450.00 SDCO #5 AQ 185LF 12" PVC w RIM = 444.00 8 0 _�` - J- -w / --.- - - I - / 24LF 2 PVC 117 _ c0 S=0.00------------- -� ------ - JT���T-fN G IL THIS SH - - - - - - ----- - -�--------J I -------------- L--------- - Q 22LF 12"I PVC 0 S=0.0100 \ I-- 551'51 "E 110.04' _09 #10 (TYPE 11-48"0^-) = W/ ROUND SOLID LOCKING LID U) N=178,194.63, E=1,318,738.31 RIM = 443.00 Lu INV (12" PVC S) = 433.40 (D INV (4" PVC SW, SE) = 433.00 0 INV (8" PVC E) = 432.83 I INV (12" PVC N) = 432.50 I I I d Q 3LF 12" PVC 0 S=0.033 Lu INV(12" OUT)=433. C I U -/ 37LF 8" PVC PRIVATE @ S=0 01 I l0 \ I BOLLARDS (TYP.) ppo�� \p�4" PERF. PVC FOOTING DRAIN SEE DETAIL SHEET C08 (TYP.) I 15' WIDE ACCESS ROAD IMPERVIOUS AREA=1,402 SF 0') SEE PAVEMI NT DETAIL SHEET C10 Do SEE SHEET 08 O W W U) v 1 U+UU I CURB RAMP - LOCATION AS PER 6�TAIL ON SHEET 1 1 20+00 10 0 10 20 40 _ GRAOHIC SCALE I } I 6 448 INV 12" IN)� 437.00110 I~0 I �s 7 . 7 . -..:. _ �� �_ �4R "� I a 2 4ss SCALE: 1 20 1468 I. I 0 X AC SS 45 a 3:: I `so \ 68 RA (TYP• a.o\ z \ I a PROVIDE CONNECTION POINT I #4 i I I - - - - - - - - - o z - �D #3 N FOR TRENCH DRAIN. SEE I RIM = 4.67 - L_ 38.6'� I I I �o w - - - - - - - - - - RIM - 461.33 NOTE THIS SHEET INV (8 PVC - 462.67 A-88.5° i W I I LOT 1 1a I \ - - - - - - \ -INV = 459.33 (8 PVC S, E) 29LF 8 PVC 4g R-25 iuj o 1 1 1a I I LOT 2 I `� I ' ---� ---- 0 s-°.loss-_ s � � W J I, PAD=452 I I LOT 3 1 \ - - - - - _ - 1 PAD=453 I I / - PROVIDE I PAD=456 I I I LOT 4 I l a LOT 5 \) 1 ( \ CONNECTION I Z W PAD=459 I ao I LOT 6 I POINT FOR X. I ~ / (� \ I I SDCO #1 11 \ PAD=462 1 1 1 I TRENCH DRAIN. I\ i W1 Q 448 - - - -452 - - / \ /� I RIM = 459.97 I i c I SDCO #3D=465 ISEE o I I i � I I��PVC S) = 457.96 r� 20LF 8 PV I I SHEETOTE THIS iv QO446 450 454�-------/ 0 S=0.4196 RIM = 464.00 I �` z U 10 444 �' 448 452 I 458 / INV (8"�P1�C N, S) �1459.56 - i I �Ar 442 446 456 460 46 - - - - - - - w 450 454 I - / INV (12"PVC IN) = 437.00 c\j/ - - - -444 - - - _ N 448 452 I 456 458 46 I W �I i �� --- 450 �---- 4 4 46 C i o I 01 I 15 EASEMENT SETBACK (TYP.) (CON FOR ROOF AND \ , - - - - - - - - - - - \ - 45 - - - - 3: 1+ of / - ------ 0 I PAD=442 zI I �RI ,F )eTING DRAINS (TYP) ( � / - iR N FOR DETAILS F -0b I I I PAD=443 I G 34LF 8 PVC EXPOSED VAULT / 442 25LF 12 PVC 110' PRIVATE STORM I PAD=446 I� I I I I 0 S=0.064,E 19LF 8" PVC \ I N DETENTION C� S=0.0108 I I I I PAD=449 I 0 S=0.3036 l� VAULT \ - - , bRAINAGE EASEMENT I I SDCO #2 I PAD=452 I I I rn 0 o -- PRlvrr=-------------- - RIM = 451.63 I I I PAD=455 I\ o I 22'-� I I 73LF 12" PVC --- -------------------------/ INS( (8" PVC N, S) = 449.63 � Ln 38LF 8" PVC � I SDCO#4 I �' - - / (� S=0.0276 t, RIM - 455.64 \ = 70LF 12" PVC -----,------- - - ----------- / 440 = OLF 8 PVC ----------- _ - `�` INV (8_PVC N, S� 453.79 I of - ----------- -� - _ - 70LF 8" PVC ---- ---------- - - OD Ln -� _ _ 70LF 8" PVC - PORTION OF _ ; , / /NORM DRAIN CB #6 (TYPE 1) / / / - - - - - - - L - - - - - - - --- - - \ 4 441.3,1 / - - - - - - S=0.0757 VAULT WITH / �8 » / S - 1--- ---- -- - _ EXPOSED WALL I TRACT INV = 2 6 "4T1/C 41 CB #7 (TYPE I) I N ®S��` YD #1 - - PRIvc I INV = 437.2 2 PV E) I RIM=�441.48 I S 6 RIM = 450 \ - \ I �� \ 41 INV = 438. 6" P C �O o ---- - --- -- INV = 4�" PVC N, E, 136LF 8" PVC _ _ - \ \ vv �» O� - - - - - ) 25' VEGETAWD / - !� \ INV = 438.00 (1 €, W) i I 00 _ 46 4y� - - - FLOW P TH 0 S=0.0100 - - - - - - - - - - - - - 452 \ � I '43"W 110.03 - - 48.1' / - - �- 438 _ 40 ---- - - - - - - _ j C ���� - - - DETENTION VAULT (PUBLIC) �� -- \ (� �r - - \ L------_ _ ---- -- 70 0 / \ \ / n ------ J87°36'4 ' W 1 04' ------------- \� 87' LONG X 36' WI[Gt A y' uttP - / / / \/ \ \ 7' LIVE STORAGE SEDIMENT STORAGE - YD #6 DRAINAGE SWALE SEE POTENTIAL LOCATION FUTURE -��_ 70 p° \ \ \ \ \ \/ / \ /�\ / /� \ \ �� I / FZIM - 437.00 DOWNSPOUT OUTFALL TO GRAVEL 70.0'� / \ \ \ r --J TOP OF VAULT (OUTSIDE) = 442.00 INV = 434.56 (8" PVC N) DETAIL BELOW (TYP) YD #5 871'36' 3" 373, Io o /�/ \ \ \ \ \ 0� c_ TOP OF VAULT (INSIDE) - 441.00 = DISPERSAL TRENCH (TYP.) RIM = 442a5 V 1 1 1 ` 1 1 I 1 I I I I 6LF 12 D.� INV 434.73 (4 PERF. PVC SE) SEE FUTURE DOWNSPOUT NOTE _ \ I / / I - _ i ® S=0.020 WATER SURFACE ELEVATION = 440.50 ( ) INV 439.75 (6 PVC NW) \ \ \ \ \ I \/ / / y 1 1 1 I I - - - - -� CB #11 (TYPE 1) \ \ / / / / / / \ �1/ 1 1 / 1 I I v INV. (12" PVC OUT) = 433.50 W VANED GRATE DRAINAGE SWALE WITH 4" PERF. STORM CB #9 TYPE I \ \ \ \ \ \ / / / YD #2 / CB #8 (TYPE I) -( ) \ ��� y /�� \� / /\\ /\ \ / / / (SEE DETAILS, SHEET C07, C08) _ DRAIN PLACED AT BOTTOM OF SWALE - RIM = 447.69 _ \ \ / / RIM'= 454.60 STA - 3+78, 12 R RIM - 444.01 .� i i RIM - 435.31 = _ INV = 452.74 8 PVC N W INV 439.20 (6�" SE, N) INV 443.216" PVC N) -� \ y\ \ / (" ) I o INV - 431.57 (12 LCPE S, E) INV = 439.03 (8 PVC E) INV = 443.21 (8 PVC E, W) 50 VEGETATED FLOW PATH - O INSTALL NEW CB IN LINE WITH INV = 438.70 (12" PVC W) FOR DOWNSPOUT I ++ I o FUTURE CURB AND GUTTER LOCATION TREE DRIPLINE (TYP) DISPERSION (TYP) 10' PRIVATE STORM DRAINAGE EASEMENT CB #4 I N W/ VANED GRATE To Emil,,-rJAL- .. •. IIII •' REMOVE10, 01 -4D . 00 • : . 1 �iwmmm w-M � Mrs !L� hi i 1111 _ \ - - -•Rm 3+46 4+00 S.E. 2ND P C>� - �- '�---�----- 5 NOTE: _ - _ IoS) - (RESIDENTIAL ACCESS)_- EACH LOT WILL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE ONSITE BMP REQUIREMENTS FOUND IN SECTION I- J I o i--- ----- ___-________ J C.1.3.1 OF THE 2017 RENTON SURFACE WATER DESIGN MANUAL ------- -- I AT THE TIME OF SINGLE FAMILY BUILDING PERMIT REVIEW. o I _ --SD - -117LF 12" A MINIMUM OF 4900SF OF ROOF DRAINAGE IS REQUIRED TO BE 30.01' - J DISPERSED BY THE FUTURE LOTS ACCORDING TO THE _ 1 �_ REMOVE EX. 12" SD TECHNICAL INFORMATION REPORT PREPARED BY PACIFIC \ AND CAP ENGINEERING DATED 5/8/18 cd I I I FOG LINE 25:1 TAPER I I W I I A PUBLIC STORM DRAINAGE MAINTENANCE EASEMENT WILL I 12LF\ 12" LCPE I I OCCUPY THE ENTIRETY OF THE STORM DRAINAGE TRACT. Z S=0.0057 I SOIL MOISTURE CAPACITY OF NEW PERVIOUS SURFACES MUST W I EX. CB %, I BY PROTECTED IN ACCORDANCE WITH THE SOIL AMENDMENT i STA = 3+78.50, 24.3' R / I i Q BMP AS DETAILED IN SECTION C.2.13.1 OF THE 2017 RSWDM I RIM = 434.71 = INV = 431.50 (EX. 12" PVC W) 1 I I I I INV = 431.50 (12" LCPE N) \ I I INDIVIDUAL LOT FOOTING DRAIN SHALL NOT TIE TO STORM SYSTEM PRIOR TO THE CATCH BASIN FOR THE \\ I I RESPECTIVE LOT. CONTRACTOR TO VE FY RIM AND IN�XERT - '"' ELEVATIONS PRIOR T� CONSTRUCTION.\ I N CONNECT NEW SD LINE TO EX. CB ee�-SONG OFF -SITE STORM DRAINAGE CONNECTION SCALE: l'-30' Pacific Z-rj 1fJ,;tj 1 Desiti-ri, } f _r; L g M ,I'iI �� ' Ci+uiJ a�r�glrle+�rlrf�� Planning Cara .a1 }lri r�'- v 1v flv TRENCH DRAIN NOTE: REVERSE SLOPE DRIVEWAYS ON LOTS 5 AND 6 WILL REQUIRE A TRENCH DRAIN AT THE FACE OF GARAGE. TRENCH DRAIN DESIGN TO BE PROVIDED WITH HOUSE DESIGNS. FUTURE DOWNSPOUT NOTE: DOWNSPOUT TO SPLASHPAD LOCATIONS SHOWN ON LOTS 1-6 ARE SCHEMATIC ONLY. INDIVIDUAL LOT DESIGN TO INCLUDE LOCATION OF OUTFALL AND 50' VEGETATED PATH INFO (LOTS 1-5), 25' VEGETATED PATH INFO (LOT 6) RESTRICTED FOOTPRINT NOTE: THIS PROJECT IS UTILIZING RESTRICTED IMPERVIOUS FOOTPRINTS TO MEET ON -SITE FLOW -CONTROL BMPS. AS SUCH, THE FOLLOWING MAXIMUM IMPERVIOUS FOOTPRINTS (HOUSE, DRIVEWAYS, DECKS, PATIOS, WALK) ARE RESTRICTED TO: LOT RESTRICTED TO (SF) NORM. FOOTPRINT FOR R-4 ZONE (SF) 1-5 3,600 4,000 6 2,996 4,000 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION SURVEYED° DRYCO AJL 6 5 18 oEsIGN L° LARSEN AJL 5/8/18 JF AJL 3/9/18 JF DRAWN, E. MARSHALL AJL 1 /10/17 JF CHECKED. J. FENG BY DATE APPR APPRO"En, J. FENG SCALE 1 "=20' SWALE CROSS SECTION ONE INCH AT FULL SCALE IF I ONE INCH SCALE ACCORDINGLY NOT TO SCALE 'II -III; 4" PERF. PIPE DRAINAGE SWALE NOTE: OFFSETS TO STORM STRUCTURES IN SE 2ND PL & 156TH AVE SE ARE MEASURED TO FACE OF CURB (OR FUTURE FACE OF CURB) ALL OTHER OFFSETS ARE MEASURED TO CENTER OF STRUCTURE. STA = 21 +68.35, 21' R RIM = 457.20 INV = 454.89 (12" D.I. E) 1 CB #5 (TYPE II - 48" 0) W/ SOLID LOCKING LID STA = 21 +68.33, 14'f L RIM = 457.83 INV = 454.18 (12" D.I. W) INV = 454.18f (EX. 12" PVC N, S) I CONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS AT EXISTING SYSTEM PRIOR TO CONSTRUCTION. 1 L EXISTING GRADE NOTIFY ENGINEER OF ANY DISCREPANCIES. I 4' MIN. EXCAVATED R-397406 Q SOILS 2 ��\ IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY + DEVELOPMENT ENGINEERING rstraka 07/23/2018 rnair 07/30/2018 0 0 O O T u O O i T a J C'7 O O mX V ERTICAL NAw'988 CITY OF HORIZONTALPRI -ONNAD 1983/1991 RENTON DATUM Planning/Building/Public Works Dept. OP DATE, CEDAR RIDGE SHORT PLAT 8-8-2017 fr FlELDBOOK. PAGE WAN NG NO. a GRADING AND DRAINAGE PLAN 0 W SHEET, c os c22 U CY) C1 I LU Q n I-_ rr O W LEI 0 rr rr Q 0 W U Ln 0 I-_ LU W 17 PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. TREES #67 & #68 NOT TREES #56-66 LOCATED IN INCLUDED IN TABLES BELOW / \ // �� ROW TO BE REMOVED X 1-10 --------------------------- i00 6+00 I I I I —}TI- :., ............. ------------- I �J I- i i I --I S87°31'51 "E 653.711' I — — _+_ � L 8+0o I I --- _---------------- J L--- I I i —I I I --I — —I S.E. 2ND PLACE+oo ---- - — — — — — — SIDENML ACCE — — L_-_J I----- I I I I I I r �� -------- LJ L_ I I I I SS) r -� — - - ------ J I --I L---------- I I ..:... ...... —0 0_ 448 \ 70.7CT0' -�1- \ I QD so U, 4S2 \ scs6 70. 55.7' A6 W U L=38.6... cd I � 37 \ � I � \ A=88.5 � i � `b \Z. \ \ W 5 4 N \52 \ I \ \ Q�, \ o.. 100 :I I \ � 44 � - I `r 44 5 5 (0 444 52------- :.: _ r 4 5 6 _ 5 4 5 46 —�44 N 45 46 _ I CN 52 �--� L�5 N 5 4 4645 I 0 LOT I\ I LO 2 LOT 3 45 o'I-, \ i + / I \ 42 �c Dt I 'I -,LOT 4 \ I E_0 I \ �� I 1 LOT 6 EXISTING TREE TO BE RETAINED I I EXISTING TREES I I I I M! DRIPLINE (TYP) TO BE REMOVED (TYP.) \ i ` 4 ----- _ I I 33 300291 I 48.1' � I 700 ___ _ 50" CEDAR WISH 12' OVERHANG (TREE NOT INCLUDED ft TABLE BELOW) EXISTING TREES I I I I \ 8� TO BE RETAINED (TYP) \ \ \ \ I I I /� I � / "" — — '1 \ V % / / I l I I l OF -SITE TREES COMPLETE TREE DATA Tree No. Species DBH DL To Remove To Remain 1 (LM) Western red -cedar 56 18 X 2 (UH) Purpleleaf plum 15 8 X 3 Douglas -fir 25 16 X 4 (RW) Pine 22 12 X 5 (UH) Purpleleaf plum 12 10 X 6 (UH) Pear 15 12 X 7 Chestnut 7,7,15,22 22 X g Douglas -fir 28 16 X g Holly 6,6,7 10 X 10 Douglas -fir 25 16 X 11 Black locust 27 16 X 12 Douglas -fir 26 16 X 13 Western red -cedar 26 12 X 14 Douglas -fir 23 18 X 15 Douglas -fir 28 18 X 16 (LM) Douglas -fir 30 18 X 17 Western red -cedar 26 20 X 18 (LM) Western red -cedar 44 25 X RETAINED TREE DATA Tree No. DBH Species North East South West DL 34 8 Douglas -fir DL DL DL DL 12 39 56 Western red -cedar DL 28 PL PL 20 40 9 Pine DL DL PL DL 10 41 7 Chestnut DL DL PL DL 14 Pacific Z-rj.; 1ril;t-i J J i Desiti-ri, ! t r; i I Civil Planning Can .a1lrri r� 19 Black locust 7 12 X 20 Douglas -fir 17 16 X 21 Douglas -fir 19 16 X 22 Douglas -fir 19,23 16 X 23 Douglas -fir 25 18 X 24 Douglas -fir 22 18 X 25 Douglas -fir 23 18 X 26 Red alder 8 14 X 27 (UH) Red alder 16 14 X 28 (UH) Red alder 15 14 X 29 (UH) Red alder 11 14 X 30 (UH) Red alder 9 14 X 31 (UH) Red alder 8 14 X 32 (UH) Red alder 14 14 X 33 (UH) Red alder 14 16 X 34 Douglas -fir 8 12 X 35 Western red -cedar 22,22 14 X 36 (LM) Douglas -fir 38 20 X 37 (LM) Western red -cedar 50 18 X SHOWN DUE TO OVERHANGING DRIPLINEJ) (TREES #42-55 ARE IN TREE TABLE BELOW) 38 (LM) Western red -cedar 43 20 X 39 (LM) Western red -cedar 56 20 X 40 Pine 9 10 X 41 Chestnut 7 14 X 42 (OS) Douglas -fir 14 16 X 43 (OS) Douglas -fir 24 16 X 44 (OS) Douglas -fir 26 16 X 45 (OS) Douglas -fir 16 16 X 46 (OS) Douglas -fir 10 16 X 47 (OS) Douglas -fir 26 16 X 48 (OS) Douglas -fir 27 16 X 49 (OS) Douglas -fir 29 16 X 50 (OS) Douglas -fir 11 16 X 51 (OS) Douglas -fir 15 16 X 52 (OS) Douglas -fir 10 16 X 53 (OS) Douglas -fir 20 16 X 54 (OS) Douglas -fir 20 16 X 55 (OS) Douglas -fir 22 16 X TREE DATA LOCATED NORTH OF SE 2ND PL Tree No. Species DBH DL To Remove To Remain 56 (RW) Maple 4 30 X 57 (RW) Cottonwood 48 30 X 58 (RW) Maple 5 20 X 59 (RW) Maple 4,6 20 X 60 (RW) Maple 16 20 X 61 (RW) Maple 4, 6, 7 20 X 62 (RW) Maple 5,6 20 X 63 (RW) Fir 5 10 X 64 (RW) Cottonwood 38 20 X 65 (RW) Cottonwood 9 15 X 66 (RW) Cottonwood 40 28 X 3 REVISIONS PER PSE COMMENTS AJL 6/5/18 JF 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 3/9/18 JF 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF NO. REVISION BY DATE APPR SURVEYED. DRYCO DESIGNED.o LARSEN DRAW E. MARSHALL CHECKM. J. FENG J. FENG 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL-, NAVD 1 HORIZONTAL; NAD 1983 1991 DATUM LEGEND 30 0 10 20 30 60 GRAPHIC SCALE SCALE: 1n=30' UH = UNHEALTHY/DANGEROUS TREE (PER ARBORIST REPORT) LM = LANDMARK TREE DBH = DIAMETER INCHES OF TRUNK DL = DRIPLINE AS RADIUS IN FEET FROM THE TRUNK PL = PROPERTY LINE LOD = LIMITS OF DISTURBANCE AS RADIUS IN FEET FROM THE TRUNK RW = TREE LOCATED IN RIGHT-OF-WAY OS = TREE LOCATED OFF -SITE SSI = SPECIAL INSTRUCTIONS INCLUDED IN REPORT FOR WORK ON THAT SIDE OF THE TREE (I.E. PROPOSED SIDEWALK) TREE SUMMARY ON -SITE SIGNIFICANT TREES 23 ON -SITE LANDMARK TREES 6 ON -SITE DANGEROUS TREES 9 TREES IN RIGHT-OF-WAY 12 TOTAL SIGNIFICANT & LANDMARK 29 PROPOSED RETAINED TREES 4 PROPOSED RETAINED TREES 13% NOTES ALL TREES LOCATED IN THE ROW NORTH OF 2ND PL TO BE REMOVED SEE ARBORIST REPORT PREPARED BY GREENFOREST, INC. 4547 SOUTH LUCILE STREET SEATTLE, WA 98118 SEE LANDSCAPE PLANS FOR TREE PLANTING CITY OF P""RI RENTON Nkadr Planning/Building/Public Works Dept. R-397405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING mherrera 07/31/2018 CEDAR RIDGE SHORT PLAT TREE RETENTION PLAN 8-8-2017 PAGE [*I*x**A c0 C) 0 C) T LJ �, CM Q0 O C) I T a J C'7 O C) I T Q J O LU 0 a 0 LU U J n I— rr O _ W l/LU V I..L rr r) W U 0 LU W 17 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 8' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2'S2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4'x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE / POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE 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 SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-100SIEVESIZE(0.60-0.15MM) FORSILTFILM AOS (ASTM D4751) 50-100 SI EVE SIZE (0.30-0.15MM) FOROTHER FABRICS WATER PERMITTIVITY (ASTM D491) 0.02 SEC^-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632 30%MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING 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 2H:1V 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 NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER 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. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. �1S�1NC'�OPS1 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RAW PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 12" MIN. I HIGKNt3J ---------- �� PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 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 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D3786-80A) 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING 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 CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO 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 TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS 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 SPALLS 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 INSTALLED TO CONTROL TRAFFIC. 4'MN 1' OV ERFLOW DEPTH V DEPTH T- 4' ROCK OWPLOW CHANNEL IF OONSTRUCTEDBY EXCAVATION, 2'SE77.INGDEP9 9 TH 1r 1i SMAX 15 SEDIMENT STORAGE FILTER FABRIC FENCING 1' DEPTH 814' • 1.112' WASHED GRAVEL NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM CROSS SECTION NTS OVERFLOW SPILLWAY VMIN WIDTH I ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH W MIN. �Doa�ooD��ao�� 24" MIN. 2:1 SLOPES /I NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. STD. PLAN - 214.00 e STD. PLAN - 215.10 �Y p~�Y ° PUBLIC WORKS SILT FENCE rnSTD. PLAN — 2n.00 I! PUBLIC WORKS PUBLIC WORKS STABILIZED PUBLIC WORKS SEDIMENT TRAP + � +DEPARTMENT DEPARTMENT CONSTRUCTION ENTRANCE . +DEPARTMENT �,� $DEPARTMENT MARCH 2O08 MARCH 2O0B MARCH 2O08 �'N'ip STANDARD STRENGTH GRATE FILTER FABRIC IIIII IIIII CATCH BASIN NOTES 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. (?) PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN - 216.20 DEPARTMENT MARCH 2O08 Pacific Z_rj.; j_rj��_ej'_rj1 Destfjj Ir I C1+u1J 91391 lee ein y � Planning can .a1 la1 r , Dlipllne I I I' I � I I E � I ( I 5r I` I i b Ft. Temporary r- Chain Link Fenee I Crilf I r Root ZG11 .!r NO One sign per 50 feet. '. TRESSPA55ING (minimum of 2 signs)PROTECTED 10 Ft. TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD TREE PROTECTION FENCE NOTE: 1. ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MUCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT THE DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE QUARTER FEET (1-1/4") FOR EVERY ONE INCH (1") OF TRUNK CALIPER. WHICHEVER IS GREATER OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, (NO TRESPASSING - PROTECTED TREES,' OR ON EAT SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUP OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. SUPERVISION SHALL BE PROVIDED WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. 3. NO FILLING, EXCAVATION, STORING EQUIPMENT, INSTALLATION OF IMPERVIOUS SURFACES, OR COMPACTION OF EARTH IN ANYWAY WITHIN THE AREA DEFINED BY THE THE DRIP LINE OF ANY TREE TO BE RETAINED. 4. A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT SHALL BE RETAINED TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. vIvlly 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. I REVISION SU DRYCO DESMW. o LARSEN DRAWN, E. MARSHALL ACHEf3E� D, J. FENG BY DATE APPR APPw#mD- FENG 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECK DAMS SPACING AND CROSS SECTIONS SM. PLAN — 217.40 MARCH 2O08 �J C�Y/)� `1J N O O 'AO 1 T— a J — CM Co N O O I T- n R-397404 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY DEVELOPMENT ENGINEERING ' 0 rstraka 07/23/2018 rnair 07/30/2018 O LU DATE, HORIZONTAL.NAD 19671991 CITY OF CEDAR RIDGE SHORT PLAT Fl 88--88-2017 [;%Rl R E N TO N PAGE °C Nxap DRAWING W. DATUM Planning/Building/Public Works Dept. TEMPORARY EROSION CONTROL DETAILS 0 I LU SHEET, OP C04 C22 V P-' Q n I-_ rr O U) W 0 rr rr Q r) W U O W W 17 Cn PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. / - 5+00 \� I � s+oo EX. 12 D. 1. - I � i 1 — — — — S.E. - �00 . 2ND PLACE _ _ INSTALL TEMPORARY CATCH BASIN USE EX. DRIVEWAY FOR TEMPORARY S87°31'51 "E 653.71' ( ��� AC _ 8+00 \ ..�,... ��INSERTS PER C.O.R. STD. PLAN 216.20 \ CONSTRUCTION ACCESS/STAGING ) - -- - -- _ ,.......y:, SEE DETAIL, SHEET C04 \ � � _ 9+ o — - -F— - - _ _ _ - _ - - - ■ '- LIMITS OF CLEARING I 48.0 20'X55' TEMPORARY SEDIMENT TRAP I 70.0 o \ SURFACE AREA=1,102 SF (MIN.) O 10.0 \ - ,\ PER C.O.R. STD. PLAN 211.00 SEE DETAIL, SHEET C04 I I I � I INSTALL 620 LF SILT FENCE ALONG EX. R,EWENCE \ NORTH AND EAST PROPERTY LINES 1 SSA L-386�`� Q 0 N i OFF -SITE TREES�� \ (SHOWN DUE TO OVERHANGING 1 DRIPLINES, SEE SHEET C05) \\ CONSTRUC'nON SEQUENCE: 0 BE REMOVED UNDER SEPARATE DEMOLITION PERMIT I I I I EX. SHED TO BE REMOVED UNDER SEPARATE I I DEMOLITION PERMIT L , I � - - - _ EX. PATIO TO BE REMOVED 6' HIGH TREE PROTECTION FENCE REQUIRED (TYP) SEE DETAIL, SHEET C04 1 o I � O I � / 1 �o PER C.O.R STD. PLAN 214.00 \ \ SEE DETAIL, SHEET C04 I y I I PROTECT EXPOSED SOILS AND -,TEMP STOCKPILES W/ PLASTIC COVERS, INSTALL TEMPORARY ROCKED TEMP SEEDINGS, AND MULCHES � CONSTRUCTION ENTRANCE PER C.O.R STD. PLAN 215.10 SEE DETAIL, SHEET C04 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 AS SHOWN ON PLANS. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL SILT FENCE AS SHOWN ON PLANS. 7. CONSTRUCT SEDIMENT TRAP AS SHOWN ON PLANS. 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. Pacific E-rj.; 1rj 1.c- :�- J-ri i Desk-ri, I r; I . II l�iP Civil Enginewint A=88.5° R=25' _---EX. RESIDENCE ' TO BE REMOVED �I UNDER SEPARATE DEMOLITION PERMIT D \ I I I I EX. HOUSE II �? TO BE REMOVED n UNDER SEPARATE DEMOLITION PERMIT I I� � IN s / O INSTALL 330 LF TEMPORARY I \ Rs b INTERCEPTOR DITCH O \ I< EX. GARAGE I 1 PER C.O.R. STD. PLAN 217.10 < TO BE REMOVEDI I W/ ROCK CHECK DAMS Q PER C.O.R. STD. PLAN 217.40 \ UNDER SEPARAT / SEE DETAIL, SHE T C04 EMOLITION PERM T SEE SHEET C05 FOR FULL _ I c ❑ I LIST OF TREES\TO BE I �� �� � < ,� -` � \ ° _ _❑ ❑ ❑ ❑ ❑ ❑ ZL RETAINED AND REMOVED O/ / / / \ \� /< \ \ i' ice'��� �`n ^x - 6' HIGH CHAIN LINK y\ TREE PROTECTION v �� FENCE REQUIRED (TYP) 71"NSTALL 630 LF SILT FENCE 1 I I I I 438 VV Rn n, LIMITS OF CLEARING (TYP) ALONG WEST -AND SOUTH PROPERTY LINES PER C.O.R STD. PLAN 214.00 /\ SEE DETAIL, SHEET C04 OFF -SITE TREES-----' (SHOWN DUE DUE TO OVERHANGING DRIPLINES, SEE SHEET C05)co,\ INSTALL 360 LF TEMPORARY INTERCEPTOR DITCH PER C.O.R. STD. PLAN 217.10 W/ ROCK CHECK DAMS PER C.O.R. STD. PLAN 217.40 � 446 C\j SEE DETAIL, SHEET C04 `— A� I R 1 I EX_ GARAGE/SHED •0 BE REMOVED UNDEI SEPARATE DEMOLITION PERMIT \ —X X X X X X- -❑ ❑ ❑ ❑ ❑ ❑— F LEGEND LIMITS OF CLEARING SILT FENCE 6' HIGH CHAIN LINK FENCE TEMPORARY INTERCEPTOR DITCH WITH ROCKED CHECK DAMS TEMPORARY ROCKED CONSTRUCTION ENTRANCE CATCH BASIN INSERTS NOTE: ALL EXISTING ON -SITE SEPTIC SYSTEM SHALL BE ABANDONED AT THE TIME OF DEMOLITION OF THE EXISTING STRUCTURES IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH REGULATIONS AND RENTON MUNICIPAL CODE. v1v1iv 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. I REVISION SU DRYCO DESMW. o LARSEN AJL 3/9/18 JF DRAWN, E. MARSHALL AJL 1 /10/17 JF CHE I J. FENG BY DATE APPR APPROVE. FENG I I 0 N I I Roo I ri NPDES PERMIT NUMBER: WAR306230 CECSL INFORMATION TO BE DETERMINED AND PROVIDED TO CITY PRIOR TO CONSTRUCTION. a 3 20 0 10 20 40 GRAPHIC SCALE SCALE: 1"=20' c0 0 0 0 T , u co co O O T a J CM N CD O T R-397403 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY + DEVELOPMENT ENGINEERING rstraka 07/23/2018 rnair 07/30/2018 O Lu SCALE, DATE. � „=20' "°'�" °'��99' CITY OF CEDAR RIDGE SHORT PLAT 8-8-2017 FIELDBOOK. RENTON PAGE, °C °NE 1N0H DATUM DRANANG W. a0 AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARY EROSION CONTROL PLAN W IF NOT ONE INCH OP o SHEEr SCALE ACCORDINGLY CO3 C22 0 SURFACE WATER STANDARD PLAN NOTES 0) C1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. '7 C:) 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY 't OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 0 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE w (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER 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. Q 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. J 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. 7. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE O INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. = 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED W UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE w SUBMITTED TO THE CITY OF RENTON. CD 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE 0 NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. Q 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD 0 PROCTOR. w U 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. CV 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS CD LINES. I- w 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. w = 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; 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. Pacific E-rj.; lrjc-_elrji Planning consulinn-iL v1wjw PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. 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). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. WET SEASON REQUIREMENTS ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS BELOW. IN ADDITION TO THE ESC COVER MEASURES (SEE SECTION D.2.1.2), THESE PROVISIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PROVIDE GRASS COVER FOR THE WET SEASON, A "WET SEASON ESC PLAN" MUST BE SUBMITTED AND APPROVED BY THE CITY BEFORE WORK PROCEEDS OR CONTINUES. WET SEASON SPECIAL PROVISIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2) 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILES ON SITE (SECTION D.2.1.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WE SEASON (SECTION D.2.1.2.6). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.2.1.2.2). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.2.1.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.1 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2). EROSION CONTROL NOTES 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 ONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS THERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE ATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE DDRESSED 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. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE. SURVEYED. DRYCO SCALE, 1 „=20' HORR NI 19671991 DATUM CITY OF UR RENTON N*ECV Planning/Building/Public Works Dept L> LARSEN 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 3/9/18 JF DRAM1N` E. MARSHALL °"E'"c" AT FULL SCALE IF HOT ONE INCH SCALE ACCORDINGLY 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/15 JF CNmm J. FENG NO. REVISION BY DATE AP P R APPw#mD- J. FENG R-397402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING IL rstraka 07/23/2018 rnair 07/30/2018 CEDAR RIDGE SHORT PLAT °"8-8-2017 NOTES PAGE c0 0 0 O T u �, co c0 N O O i T a J co co N O O O T