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Home My WebLink AboutzR-4115SetS. W. 114 OF N. W. 114 OF SECTION 13, T. 23 N., R. 05 E., W. M. & S. E. 114 OF N. E. 114 OF SECTION 14, T. 23 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON , - - - TRAFFIC CONTROL PLAN IS V I - -<-4 ADDRESS: 13200 164TH AVE SE REQUIRED FOR ALL WORK WITHIN c APPROXIMATE LOCATION R.O. W. TO BE APPROVED PRIOR OF PROPOSED MAILBOX 4 R-TO CONSTRUCTION. TO I I a ------ - _ - I MAILBOX BOX PLAN)APPROVED 30 REN N --- _ - - PROJECT INFORMATION: , ------._ -�L--� 32ND ST. - _ ---- IT - - __ N8T33'15' 583.61' - - ( 841 '�- - .......::.... - - � 30' - -.- �P-YBL-J"-109N-TI,4L ,gCGE�S - ... ........ - J: .- _ _ .� 358.19' (C) 358.51' (D) _� .. .= -.- ........ - _ .....\ -------- ...... NORTH LINE ............................. .......... ..'.'.'. _ LOT 5, BLOCK 1 ........................... .............. ......... T.L. 145750-0027 ° 3 CORNER.... ....... ... .. ... . ADDRESS: 16307 SE 132ND ST LOT 5, BLOC _ N8T33'15"W 1�6.65 ° ° ° R DILATION R-4 a ° ° ° 24 S. --- ° 10' LANDSCAPE BUFFER WEST LINE OF EAST 118.76' OF LOT 5, BLOCK 1 T.L. 145750-0021 ADDRESS: 16327 SE 132ND S a. F--------------� R-4 I.. I I I ° ° a °I LOT TABLE LOT LOT SIZE LOT WIDTH LOT DEPTH 1 10,686 SF 107 FT 100 FT 2 10,658 SF 100 FT 107 FT 3 10,131 SF 96 FT 109 FT 4 9,384 SF 81 FT 116 FT 5 9,627 SF 81 FT 119 FT 6 9,450 SF 70 FT 135 FT 7 9,450 SF 70 FT 135 FT 8 9,450 SF 70 FT 135 FT TRACT TABLE TRACT DESCRIPTION AREA A PUBLIC ACCESS UTILITY 2,780 SF C STORMWATER 8,835 SF D STORMWATER 5,792 SF E TREE 7,350 SF LOT 1 10,657 SF �n 26'.... I I I ° o " L--------------J z 30' INGRESS, EGRESS & UTILITY EASEMENT REC. N0. 7311280414 I a ° SOUTH LINE OF NORTH 143.71' OF 1 LOT 5, BLOCK 1 - - 33'15"W 119.00' r- - - - -- - - R. 0. W. DEDICATION 5,134 S. F. KING COUNTY N86�W 170.57' RENTON SCALE 1 = 30 PARCELS NET AREA 108,980 SQ. FT. 2.50 ACRES EX. RIGHT-OF-WAY 26,337 SQ. FT. 0.60 ACRES PROPOSED NET DENSITY 3.36 DU/ACRE MAX. ALLOWABLE DENSITY 4.00 DU/ACRE ----- PROPOSED PUBLIC STREET DEDICATION 5,400 SQ. FT. SITE IS NOT IN AQUIFER PROTECTION AREA ON -SITE IMPERVIOUS/PERVIOUS SURFACE SUMMARY: EX. IMPERVIOUS SURFACE = 0 SQ. FT. PGIS = 16,232 SF TRACT D ( PERVIOUS SIDEWALK = 5,407 SF --- ST-ORMW,4TER---- FUTURE IMPERVIOUS 32,000E 750E NEW PERVIOUS = 82 SF _ - 5,736 SF TOTAL NEW IMPERVIOUS = 48,232 SF TOTAL LIMITS OF CONSTRUCTION = 136,389 SF ( 3.13 AC) 11.00' LANDSCAP STR .(IYE� _ - - _ _ - MIN. LOT SIZE 9,000 SF ------� I CITY LIMITS MIN. LOT WIDTH 70 FT/80 FT ON CORNER LOT (TYP) 1 I T.L. 132305-9093 MIN. LOT DEPTH 100 FT ADDRESS: 13139 I 166TH AVE SE MAX. BUILDING COVERAGE 35% LOTS 1 I MAX. IMPERVIOUS COVER 55% 9,450 SF 30' POWER IIIEASEMENT I MAX. HEIGHT 3 STORIES/32 FT NO. 3ry38760 IREC. L - - BUILDING SETBACKS: c --1_ _______ V (D o I R-4 I I .Q... I w 1 �04 W.50' NO -BUILD � � T.L. 145750-0023 I « Q. Q... o DO RESTRICTION I o KING COUNTY I .. L I REC. NO. 3617832 1 LOT 2 I I ICA I I I o _� . I LOT 7 I I-- I TRACT E z- ------ 10,630 SF I I LOT 5 I N I I 1 r 1 Q 1 9,450 SF I I 1 I TREE TRACT s - - - -1 9 629 SF I L------ - L------- I ----I`- m a..... 9 ° . J I I I 7,350 SF I RENTON o � ° L I EAST LINE OF - - I WEST 200' OF �------_J o 0 5' SIDEWALK (TYP) N 1 /2, N 1 /2, ZI - - - - SW 1/4 SEC. 13-23-5 AS -BUILT ... .. TRACT A. ...... ° I "I CERTIFY THAT THE INFORMATION SHOWN HEREON WAS AS -BUILT PER A �- - - - - N PUBLICACCESS/UTILITY........... . ° 4 POST CONSTRUCTION SURVEY BY D.R. STRONG. SAID ASBUILTS INCLUDE I 2,780 S.F: a LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS I I ........... ........ a THAT ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED ° BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 5/16/2024" a.. YRIL jpA wAs�f ld I LOT 3 , 1 30' ROAD EASEMENT I �� OF REC. NO. 3617832 W � I 10,095 SF I I 1 x I 1 I I I ml I LOT I 38375 I 1 1 9, 374 SF ° I ONAL I 1 L---------� o I I a I I T.L. 145750-0025 ------_ 139'02-W 227.85' I 16210 SE 134TH ST R-4 FUTURE CONNECTION EDICATION TO MAPLE HIGHLANDS 254 S.F. SHOWN FOR REFERENCE ONLY. SKYHORSE CONDITIONS OF APPROVAL: 1. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE LANDSCAPING WITHIN THE REQUIRED 10-FOOT ON -SITE STREET FRONTAGE LANDSCAPE STRIP, THE 8-FOOT WIDE PLANTER STRIP BETWEEN THE CURB AND SIDEWALK (WITH STREET TREES), TWO TREES WITHIN THE FRONT YARD AREAS OF LOTS 2 AND 3, LANDSCAPING WITHIN THE UNDEVELOPED RIGHT-OF-WAY PROPOSED AT THE NORTHEASTERN CORNER OF THE PROJECT SITE, AND A 15-FOOT WIDE LANDSCAPE STRIP ALONG THE PERIMETER OF THE STORMWATER TRACTS WHERE THEY ABUT A PUBLIC RIGHT-OF-WAY (DEVELOPED OR UNDEVELOPED). LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO RECORDING OF THE SHORT PLAT, THE LANDSCAPING REQUIRED ON THE INDIVIDUAL LOTS WOULD BE REQUIRED TO BE INSTALLED AT THE TIME OF THE CONSTRUCTION OF THE INDIVIDUAL HOMES, PRIOR TO CERTIFICATE OF OCCUPANCY. 2. A HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED FOR THE MAINTENANCE OF COMMON IMPROVEMENTS WITHIN THE SUBDIVISION, INCLUDING, BUT NOT LIMITED TO THE LANDSCAPING WITHIN THE STORMWATER TRACTS AND THE LANDSCAPING WITHIN THE UNDEVELOPED RIGHT-OF-WAY. DRAFT COVENANTS, CONDITIONS, AND RESTRICTIONS (CC & RS) SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE SHORT PLAT. J. ANY PROPOSAL TO SUBSTITUTE STORMWATER PONDS, IN LIEU OF THE PROPOSED STORMWATER VAULTS SHALL BE CONSIDERED AND REVIEWED AS A MAJOR AMENDMENT TO THE PRELIMINARY SHORT PLAT APPROVAL AND THE 15-FOOT WIDE LANDSCAPE STRIP WOULD BE REQUIRED AROUND THE FULL PERIMETER OF THE POND, OUTSIDE OF ANY REQUIRED FENCING. 4. A TREE RETENTION TRACT SHALL BE PROVIDED TO THE EAST OF LOTS 5 AND 6 FOR ANY TREES IN EXCESS OF THE MINIMUM DENSITY REQUIREMENTS BASED ON THE REQUIRED 24 AND 30 GROSS EQUIVALENT OF CALIPER INCHES REQUIRED FOR EACH LOT. 5. A FINAL TREE RETENTION PLAN SHALL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 6. ACCESS FOR LOTS 4 AND 5 SHALL BE TAKEN OFF OF THE SHARED DRIVEWAY TRACT (TRACT A). A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP. 7. THE OWNERSHIP AND MAINTENANCE OF THE SHARED DRIVEWAY TRACT SHALL BE PROVIDED BY THE FUTURE HOMEOWNERS OF LOTS 2-5. 8. THE SHARED DRIVEWAY (TRACT A) SHALL BE WIDENED TO 20 FEET IN ACCORDANCE WITH THE REQUIREMENTS OF THE RENTON FIRE AUTHORITY OR LOT 2 SHALL BE SPRINKLED WITH AN APPROVED FIRE SPRINKLER SYSTEM. IF THE APPLICANT ELECTS TO SPRINKLER LOT 2, A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT MAP. 9. THE SHORT PLAT LAYOUT SHALL BE REVISED TO PROVIDE AN APPROVED EMERGENCY ACCESS TURNAROUND FOR ANY DEAD END ACCESS STREET IN EXCESS OF 150 FEET IN LENGTH. 10. THE FRONT YARDS OF LOTS 4 AND 5 SHALL BE REQUIRED TO FACE TO THE EAST TOWARDS 164TH AVE SE. A NOTE TO THIS EFFECT SHALL RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP. 11. FULL FRONTAGE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DEDICATION OF THE RADIUS AT THE CORNER, PAVING, CURB AND GUTTER, AN 8-FOOT LANDSCAPE STRIP WITH STREET TREES, AND 5-FOOT WIDE SIDEWALK SHALL BE CONSTRUCTED ALONG THE FRONTAGE OF 16327 SE 132ND ST AND CONNECT TO THE FRONTAGE IMPROVEMENTS REQUIRED FOR THE PROPOSED SHORT PLAT. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I 0 1 ONAL 0510112024 R-4 T.L. 112305- 9053 I I LOT 6 T.L. 132305-9045 I 9,450 SF I I ADDRESS: 13231 I 1 I 166TH AVE SE R-4 L_ _ CU Np TER_ --------_ J _ ----- --- I TRACT C STORMWATER 8,868 SF RENTON 86'3035"W SOUTH LINE OFT.L. 132305-9058 - ----- N 1/2, Q1D11ZSSSW1JYA 166TH AVE SE KING COUNTY SEC. 13-23-5 LEGAL DESCRIPTION: DATUM. - TAX LOT 145750-0023 LOT 5, BLOCK 1 OF CEDAR PARK FIVE ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 358.51 FEET THEREOF MEASURED ALONG THE NORTH BOUNDARY OF SAID LOT 5; ALSO EXCEPT THE EAST 118.76 FEET OF THE NORTH 43.71 FEET OF SAID LOT 5; AND EXCEPT THE NORTH 30 FEET THEREOF; TAX LOT 132305-9053 THE WEST 200 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. BASIS OF BEARING: NAD 83/91 PER CITY OF RENTON CONTROL NOS. 1851 AND 1852 CITY OF RENTON SURVEY CONTROL: CONTROL MON 1852 3" BRASS DISC WITH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH STREET AND 148TH AVENUE S.E. NORTHING: 180904.0809 EASTING: 1316622.3708 ELEVATION: 454.769 FEET CONTROL MON 2103 BRASS SURFACE MONUMENT WITH PUNCH AT THE INTERSECTION OF S.E. 128TH STREET AND 156TH AVENUE S.E. NORTHING: 180828.8458 EASTING: 1319244.0410 ELEVATION: 547.94 FEET 6 REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SDM 5 REVISIONS PER FIELD CONDITIONS GP 09/15/2023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN. TLK 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: N0. REVISION BY DATE APPR EDM APPROVED: CJA SCALE: ZF FRONT - 30 FEET A SECONDARY FRONT YARD - 30 FEET AR REAR= 25 FEET OS SIDE 20 FEET WITH NOT LESS THAN 7.5 FEET ON EITHER SIDE UTILITY PURVEYORS: WATER SYSTEM: WATER DISTRICT 90 SEWER SYSTEM: CITY OF REN TON SCHOOL DISTRICT: ISSAQUAH SCHOOL DISTRICT #411 FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NATURAL GAS: PSE TELEPHONE: CENTURYLINK GSWGP: NOI ID#: 26204 PERMIT #: T.B.D. wnvuuU BENCHMARK: CITY OF RENTON CONTROL MONUMENT 2105 1 1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A CONCRETE POST IN THE NORTHBOUND LANE OF 156TH AVENUE SE AT THE CONSTRUCTED INTERSECTION OF S.E. 136TH STREET AND 156TH AVENUE S.E. ELEVATION=468.858 FEET INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090 & WAC 332-130-100. REFERENCES: R1 SHORT PLAT XX, RECORDED UNDER AUDITOR'S FILE NO. XX, RECORDS OF KING COUNTY, WASHINGTON. PROPERTY CORNER COORDINATES: T.L. NO. 145750-0023 NORTHWEST CORNER NORTHING: 179058.70 EASTING: 1321545.20 SOUTHWEST CORNER NORTHING: 179355.04 EASTING: 1321542.71 1 "= 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY T.L. NO. 132305-9058 NORTHEAST CORNER NORTHING: 179359.76 EASTING: 1321997.97 SOUTHEAST CORNER NORTHING: 179033.54 EASTING: 1322003.16 VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M SHEET INDEX. SE 1287ST W Q Q Ld co SE 130TH ST Q SE 131TH ST Q 2 SE 132TH ST Q SI TE 0 SE 134TH ST SE 134TH ST VICINITY MAP PROJECT TEAM: N.T.S. 0 PROPERTY OWNER NEWFOURTH, LLC 19244 39tH AVE SO. SEATAC, WA 98188 0 ENGINEER/SURVEYOR NICOLE MECUM/SIEVE McCASKEY 0 ENCOMPASS ENGINEERING & SURVEYING 0 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 GEOTECHNICAL ENGINEER: KYLE R. CAMPBELL, PE EARTH SOLUTIONS NW, LLC 15365 NE 90TH ST. #100 REDMOND, WA 98052 Q (425) 449-4704 LANDSCAPE: BRUCE LANE J LANE & ASSOCIATES 13802 26TH AVE. NW TUALIP, WA 98271 (425) 885-2319 SITE INFORMATION: PROJECT SITE ADDRESS 163XX SE 132NO ST. RENTON, WA 98059 00 TAX PARCEL NO. 145750-0023 & 132305-9053 LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (LD) 0 ZONING: RESIDENTIAL - 4 (R-4) PROPOSED USE: SINGLE FAMILY RESIDENTIAL TOTAL PROPOSED LOTS 8 PARCELS AREA 105,980 SQ. FT. 2.50 ACRES TITLE SHEET COVER SHEET / SITE PLAN 1 of 20 TOPOGRAPHIC SURVEY 2 of 20 HORIZONAL CONTROL PLAN 3 of 20 TESC PLAN 4 of 20 TESC DETAILS 5 of 20 ROAD, GRADING & DRAINAGE PLAN 6 of 20 GRADING & DRAINAGE PROFILES 7 of 20 SEWER PLAN 8 of 20 SEWER PLAN PROFILES 9 of 20 TRACT C STORMWATER DETENTION / WATER QUAILITY VAULT 10 of 20 TRACT D STORMWATER DETENTION / WATER QUAILITY VAULT 11 of 20 CONSTRUCTION NOTES 12 of 20 CONSTRUCTION DETAILS 13 of 20 CONSTRUCTION DETAILS 14 of 20 CONSTRUCTION DETAILS 15 of 20 OFFSITE UTILITY IMPROVEMENTS 16 of 20 OFFSITE UTILITY IMPROVEMENTS 17 of 20 OFFSITE UTILITY IMPROVEMENTS 18 of 20 OFFSITE UTILITY IMPROVEMENTS 19 of 20 OFFSITE UTILITY IMPROVEMENTS 19 of 20 ILLUMINATION PLAN IL 1 ILLUMINATION DETAILS IL 2 ILLUMINATION DETAILS IL 3 TREE MITIGATION PLAN L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN / DETAIL SHEET L-3 R - 4115 01 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT COVER SHEET - SITE PLAN Q J CL O L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 1 20 t- LLJ C 1 0 0 CN N W I Z J L, LEGAL DESCRIPTION: BASIS OF BEARING: TAX LOT 1457500023 NAD 83191 PER CITY OF RENTON CONTROL NOS. 1851 AND 1852 LOT 5, BLOCK 1 OF CEDAR PARK FIVE ACRE TRACTS, AS PER PLAT RECORDED IN CITY OF RENTON SURVEY CONTROL: VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 358.51 FEET THEREOF MEASURED ALONG THE NORTH CONTROL MON 1852 BOUNDARY OF SAID LOT 5; 3" BRASS DISC WITH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF N.E. 47H STREET AND 148TH AVENUE S.E. ALSO EXCEPT THE EAST 118.76 FEET OF THE NORTH 143.71 FEET OF SAID LOT 56 NORTHING: 180904.0809 EASTING: 1316622.3708 ELEVATION: 454.769 FEET SE 114 OF NE 114 OF SEC. 14, TWP. 23 N., RNG. 5 E", W.M. SW 114 OF NW 114 OF SEC. 13 TWP. 23 N., RNG. 5 E., W. M. CITY OF RENTON, STATE OF WASHINGTON EX. CB AND EXCEPT THE NORTH 30 FEET THEREOF; BRASCONTROL RFAMON 2103 I \ BRASSSURFACE MONUMENT WITH PUNCH AT TH INTERSECTION OF S.E. 128TH INV=457.53 (12"ADS-NRIM=460.43 T.L. 132305-9145 ) a� I STREET AND 156TH AVENUE S.E. ADS-S 3 . TAX LOT 1323059053 I NORTHI G: 180828.8458 EASTING: 1319244.0410 ELEVATION: 547.94 FEET I ( ) ADDRESS: 13120 164TH AVE SE I THE WEST 200 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE INV=457.4812 I I \ R-4 SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 23 I 3'x3' HEDGE I I I I = NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. VER ICA -0150 I T.L. 324320-0130 I � , . -60\. NAVDB DDRESS: 16320 SE 132ND ST ADDRESS:16332 SE 132ND ST R-4 z I T.L. 324320-0140 1 . 0 ADDRESS: 16326 SE 132ND ST I EX. CB --- INSTRUMENTATION: I BEN HMARK: ---- - 3 RIM=463.74 1 24 CITY F RENTON CONTROL MONUMENT 2105 INV=460.(2"ADS-SW INSTRUMENT USED: 5 SECOND TOTAL STATION. ) NORTHBOUND I � FLAT BRASS DISC WITH A PUNCH MARK ON A CONCRETE POST IN THE INV=460.14 (12"ADS-N) � FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF BOUND LANE OF 156TH AVENUE SE AT THE CONSTRUCTED INTERSECTION 0 5 10 20 30 LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-13090 & WAC OF S.E. 136TH STREET AND 156TH AVENUE Si EX. CB 332-130-100, ELEVATION=468.858 FEET R-4 I RIM=464.95 / SCALE 1 " = 30' T.L. 324320 0160 12" CONC INV=462.00 (12"ADS-W) Lt 3 ADDRESS: 16310 SE 132ND ST IE=468.36 ! 12" CONC I INV=461.95 (12"ADS-NE) R ch0 0' / GOUNTY R-4 IE=467.58 4' CYCLONE FENCE w. � KING 12" CONIC 12" CONC I ` IE=471.64� I Y R-\ 4 1E=466.90 -Q r� III 12" CONCH w U) w Q z IN 30' N 00 RENTON d N87'33'15"W 583.61' (C s.41 358.19' (C) 358.51' (d) NW CORNER NORTH\LINE LOT 5, BLOCK 1 LOT 5, BLOCK 11 T.L. 145750-0027 ADDRESS: 16307 SE 132ND ST R -�4 W Q v I T.L. 132305-9027 ADDRESS: 13200 164TH AVE SE 12" �CDS IE=463.71 R-4 SD SD SL� --_-__ 00 S.E. 132ND�STREET - - - 00 w W 7 W .-W W. W. 4Y .�. ."p. �o E.X:. ASPHALT.W• W W r, 0 w UNjY W L . KING CO E a � 4 (NIRE FENCE, - - - - - - - - - -- - -- 466 I WOOD FENCE N �� C AIN LINK FENCE i C.O.R. N. 1/4 CORNER SEC. 14 FOUND MON CONTROL POINT 1852- _ C.O.R CONTROL POINT 2103 IN CASE N. 1/4 CORNER SEC. 13 N87'09'46"W 2536.71' L, 12 CALCULATED N8821'20"W 2622.78' N863635"W POSITION 1268.355' 1268.355' I ' 14J 113 1308.38 i 1308.38' N M ^ rn N Go O� I M dC� N I r- o N O N �•- N8733'155=W P 574.83' _ _ G �1' S86'31'48"E `�1287.415' 1287.415' W 2584.64' N [91292.32 ^ 1292.32' SN io .0 N l cli C;N N 0 O to C; IN M M r N O CD H7 z 1306.535' 1306.535' I 1276.265' kj HELD AS CENTER SEC. 14 N8756'03"W 2613.07' - 1276.265' FOUND MON N86 26'53"W 2552.53' IN CASE b NE CORNER LOT 5, BLOCK 1 .-r I I I . , .I M \ / \ RENTON -- J 7_ � N8733� 106.65' -- -- � WOOD I I I \ WALL / 119.00' II WEST L1,NE OF �- EAST 118.76' OF LOT 5 BLOCK 1 T.L. 145750- 021 I I I I I I \ I X ADDRESS. 16327 SE 132ND ST I I I I W \ � I _ -4 �Q>o 1 I II I I r----------- 10 DECK \\ EX. HOUSE 47 4I1 ` I rri \ FF=471.46 I I I \ `N I I W T.L. 132305-9093 I I I1 iIII Ii ADDRESS: / KIIJ� I II 39 EX., 166TH AVE SE INGRESS, &UTILITYEASEMENT REC. NO. 7311280414 30' POWER EASEMENT M REC. NO. 3138760 SOUTH LINE OF NORTH 143.71' OF UJI FF� 47 �LOT 5, BLOCK L _3'15w00, . R-4 C14 50' NO -BUILD /T.L. 145750-0023 RESTRICTION G COUNT Y 3 REC. NO. 3617832 LO jN4 -------- '--_- � o z I I W I / III \ I RENTON 3 � EAST NE OF EST 2100 OF �' /I I W li // \ \ I S1 1 /4 N 1 �2' z I W SEC. 13-23-5 / W __ I / R-4 IILL z LLj l I - / I // T.L. 132305-9053 I GF A EIJJ I W z T.L. 132305-9045 Q ADDRESS: 13231 166TH AVE SE U T I / 460I R-4/ 30' ROAD EASEMENT RAC. NO. 3617832 t Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 T.L. 145750-0025 N8T39'02"W 227.85' / jN \ 464 __16210 SE 134TH ST �\ \ WIRE FENCE - 86/ jON \ \ \ N - R � ^ � \ \ \ \ I I � _ / / N' '35"W 70.5T \ \ --- --- \ \ I VI SOUTH LINE OFT.L. 13WIRE FENCE RE 2305-9058 -- \ �J \ \ I I IN 1/2, NDd/2�S$W13 166TH AVE SE 7 WOOD FEN GOONjY J \ SEC. 13-23-5 KING J EX. GARAGE EX. GRAVEL CITY OF WASI 6 REVISED PER ASBUILT SURVEY CP 10411712024 SURVEYED: SDM 5 REVISIONS PER FIELD CONDITIONS GP 09/15/2023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN. ILK 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: 0510112024 N0. REVISION BY DATE APPR EDM APPROVED: CJA SCALE: 1 "= 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M E. 1/4 CORNER SEC. 14 CALCULATED POSITION CONTROL DETAIL SCALE: 1 "=1000' A A PY 1 111 T "1 CERTIFY THAT THE INFORMATION SHOWN HEREON WAS AS -BUILT PER A POST CONSTRUCTION SURVEY BY D.R. STRONG. SAID ASBUILTS INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS THAT ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 5/16/2024" Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. I I i jNNAL � N O 0 N (d 0 CENTER OF SEC. 13 CALCULATED POSITION LEGEND ® WATER METER M WATER VALVE FIRE HYDRANT o MAILBOX SIGN UTILITY POLE GUY ANCHOR ❑T TELEPHONE RISER OGM GAS METER 0 YARD LIGHT ❑ CATCH BASIN o BOLLARD (P) PLAT (C) CALCULATED STORM LINE E OVERHEAD POWER LII W WATER LINE WIRE FENCE 1WOOD FENCE o CHAIN LINK FENCE F�-.-:-71 L�__ __ �. JGRAVEL ASPHALT R-411502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT TOPOGRAPHIC SURVEY Q J Q O L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 2 20 0 all 0 W W rI v 1 I I I I I I I I I T.L. 324320-0150 I I T.L. 324320-0130 I �4DDRESS: 16320 SE 132ND ST ADDRESS:16332 SE 132ND ST T.L. 324320-0140 I R-4 ADDRESS: 16326 SE 132ND ST I70 T.L. 324320-0160 R-4I ST I ADDRESS: 16310 SE 132ND ST I KING COUNTY R-4 - I R-4 I � ' I 1 e+.00 o . �. 30' 19 00 N87°33'15�W 583.61' ( 1 20 35 .19' (C) 358.51' (D) 3 NORTH LINE LOT 5, BLOCK 1 I I T.L. 145750-0027 30' NE CORNER I 1 BLOCK 1 C)ADDRESS: 16307 SE 132ND ST LOT 5, _ ROW DkDICATIk R-4 N87°33'15"W 106.65' 24 S FI 119.00' I 10' LANDSCAPE BUFFER I I WEST LINE OF I EAST 118.76' OF 1 LOT 5, BLOCK 1 T.L. 145750-0021 II i ADDRESS: 16R327 SE 132ND ST II I I 1 I � I I 0 1 o I z d- I�2 I �I SOUTH LINE OF NORTH 143.71' OF LOT 5, BLOCK 1 - - N87°33'1 LW 119.00' R-4 I Q0 I I T.L. 145750-0023 I i I LOT 2 � I 10, 630 SF LOT 5 I N 9, 629 SF 0 I z I � I I CD zl I I I II N I _ TRACT A 31+88 + _ - , 80 S. F. 30 I I 00 I I LOT 3 I I I I I I I I l 10, 095 SF I l LOT 4 L Q. l I 9, 374 SF I I I I I QI I I I o I o I N I T.L. 145750-0025 N87°39'02"W 227.85' } 16210 SE 134TH ST -' R.0 W. DEDICATION R - 4 254 S.F. I Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 I T.L. 132305-9145 ADDRESS: 13120 164TH AVE SE R-4 T.L. 132305-9027 ADDRESS: 13200 164TH AVE SE R-4 KING COUNTY 0 5 10 20 30 SCALE 1 " = 30' T.L. 132305-9093 ADDRESS: 13139 166TH AVE SE KING COUNTY 1 LOT 7 I TRACT E 7 Q 11 9,450 SF I TREE TRACT 12 7,350 SF I RENToN I EAST LINE OF - I WEST 200' OF I N 1 /2, N 1 /2, SW 1/4 INTX - �I SEC. 13-23-5 STA: 22+33.17 164TH AVE SE= / STA: 30+00.00 TRACT A ACCESS 10' PRIVATE R-4 STORM EASEMENT FOR ROOF DRAIN T.L. 132305-9053 I CONNECTIONS I LOT 6 T.L. 132305-9045 I 9,450 SF I A DD66RHS AVE 1 1 I I I R-4 I I I I I TRACT C STORM o 8,868 SF RCNTON N86°30'37W 170.5r UTH LINE OFT.L. 132305-9058 - --- 1/2, AIDIVRSSSW1,521 t 166TH AVE SE COUNTY C. 13-23-5 KING REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 ISfE ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SjONAL 0510112024 N0. REVISION 10' PRIVATE STORM EASEMENT FOR ROOF DRAIN CONNECTION LOT 8 9,450 SF I I I I N I I �LO CP 04/17/2024 SURVEYED: SDM CP 0911512023 DESIGNED: NEM CP 0912812022 CP 0710112021. DRAWN: TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CJA 0 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C.O.R. N. 1/4 CORNER SEC. 14 FOUND MON CONTROL POINT 1852 C.O.R CONTROL POINT 2103 IN CASE N. 1/4 CORNER SEC. 13 N87°09'46"W 2536.71' 11 12 CALCULATED N88°21'20"W 2622.78' - � 1268.355' T 1268.355' N86°36'35"W 26116,76°POSITION 1308.38' 14i 13 1308.38, N O co O r � I r7 00 00 LCj ON N d- N- N N87°33'15"W �2574.83 p N -S86°31'48"E p O M `VI 0 N 1287.415' 1287.415' 2584.64' 1292.32' N 1292.32' 0 I oNI I CD p n N p 00 Cn . N r CD h n 0 O N Cn rM I 00 e Cn Ln CD C6 CD 0 I 1306.535_ ) 1306.535' 1276.265' 1 HELD AS CENTER SEC. 14 N87°56'03"W 2613.07' N86°26'53"W 1276,265' FOUND MON 2552.53' IN CASE E. 1/4 CORNER SEC. 14 CALCULATED POSITION CENTER OF SEC. 13 CALCULATED POSITION SE 132nd STREET 465.98 466.03 1.2% 466.70 466.75 1.0% I 00 L 2.2%- 466.84 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1.2% 2, Og . ° I N I I 1 1466.65 CONTROL DETAIL SCALE: 1"--1000' DRIVEWAY TABLE LOT# ROADWAY STATION OFFSET WIDTH 1 S.E. 132ND STREET 8+37.19' 13' RT 15' 6 164TH AVENUE SE 22+24.21' 13' LT 15' 7 164TH AVENUE SE 21+89.21' 13' LT 15' 8 164TH AVENUE SE 20+84.21' 13' LT 15' TRACT A 164TH AVENUE SE 22+33.04' 13' RT 28' TRACT C 164TH AVENUE SE 22+88.88' 13' LT 15' TRACT D 164TH AVENUE SE 20+54.21' 13' LT 15' TAX LOT 164TH AVENUE SE 21+02.60' 13' RT 15' 14575-0021 ---------------- Uj 2 i 00 \jSTA: Q I IN TX 10+00.00 SE 132ND ST= STA: 20+00.00 164TH AVE SE - - I. I I 1/4 d . 10+40.50, 13.00'. RT . STA 1 10+30.56, 15.06' RT FL=464.55 .1/41 d FL=464.74 STA I 9+80.11, 15..94'.RT . R=25.00' I FL=46.4.62 . �FL=1 65.67 R=25.00' i L=40.86' . L=48.96' d=933834" 1 $•8 o I 6=11T11'57" 1/2 d 1 /2 d STA 10+22.27, 20.89' iRT �° 464.44 FL=464.'92 STA 9+89.16, 24.06' RT I 0 FL=465.41 UQ 46521 FL=464.89 �/ 465.28 0 2y I FL=465.30 314 d Q) A 01 1,g7465.10 n >\ I I STA 20+30.56 15.66' LT % 46519 466.67 J '',( 466.42 466.,' 465. FL=464.88 465.62 0 466.39 FL=465.22 � 1 a QI FL=464.87 `� 465.30 _ 3/4 d '20/0 STA 20+34 95, 9.02' RT O 5% FL=465.16 0 .5 6 .PT . I ✓ s9, I 465.65 466.33 I STA 20+40 50, 13.00' LT 465.60 ??? II o PCC 465.63 STA 20+46 81, 11.50' RT 465.53 465.62 I ??? I I r.� I R=15.00' . L= 6. 77' a I d=25 50'31 " I 465.56 o PT 5 I STA 20+53.35, 13.00' RT I ??o 5' 1 8% I LOW POINT I Q NOTE: SEE SHEET 13 FOR RAMP DETAILS I � a CURB RETURN AND RAMP DETAILS SCALE: 1"=10' Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. R- 411503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT HORIZONTAL CONTROL PLAN Q 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 3 20 ;i R Z J L, i I T.L. 324320-0120 I SMALL (2'x2' RIP RAP PAD 16337 SE 131 ST PL I \' TO PROTECT OUTLET 30. I COORINDINATE WITH OWNER19 I TO MAINTAIN ACCESS TO EXISTING DRIVEWAY - I I I I GRAVEL OR COLD PATCH �.�A. RESTORE GROUND S61 . COVER IN KIND ONCE II TRENCH IS BACKFILLED I I I I T.L. 132305-9145 II I I ADDRESS: 13120 164TH AVE SE II II R-4 T.L. 324320-0150 I T.L. 324320-0130 I �6p I 11 �4DDRESS: 16320 SE 132ND ST ADDRESS:16332 SE 132ND ST I 0R-4 ADDRESS 6326 SE 132ND ST I I - I 1 ICONSTRUCTION ENTRANCE rQ U R-4 I PER COR STD 215.10 I 62� 1 '0- 0160 I SEE SHEET 5 1 / SE 132ND ST I I (CONTRACTOR TO MAINTAIN 0' ACCESS TO RESIDENCE ON N R - 4 I I T.L. 132305-9027 Lu . Q T.L. 132305-9027 UTILIZE STORMWATER VAULT FOR \ - R-4 ADDRESS: 13200 164TH AVE SE SEDIMENTATION OF CONSTRUCTION SITE I.' RUNOFF. VAC TRUCK CLEANING AS 464 R RtQUIRED AND ONCE CONSTRUCTION IS COORINDINATE WITH OWNER SD' - � _ - COMPLETE SITE IS STABILIZED. \. / SD TO MAINTAIN ACCESS TO S. • 132 STREET ❑ EXISTING DRIVEWAY TREE PROTECTION FENCE 3 DETAIL SEE SHEET 5 TIP L TREES TO BE - ---� T RETAINED (TYP) TY T T .. = .- - --- - --- - - - KIN / G 0 _ In SE 132ND S ° "� { _ 1 / - - /-460 - a I `'`C�f -- ---462-- TTO y/ x / x x/ x x X x Q O dQ ° °O d d I / / .I \ \ X I a a - I I /b I x ADDRESS 1163270SE 0132ND S I o ,� a. L I MULCH AND I I -4 \Q, ` I. , ; r � - I T ACT D � I \ ONCE FINAL SLOPE \ I I I 0� �s .. I STO - \-� xT x GRADES ARE 474 \ REACHED LOT 1 _ \ \� I X I I \ WASHOUT FACLITY l \ \ \ 10,657 SF I °Al- 1 MULCH/��- I - HYDROSEED 6 \ HIGH VISIBILITY SILT FENCE T.L. 132305 9093 l... I\ I I I PER COR STD 214.00 I I I ADDRESS: 13139 \ \ I \ I ¢ I \ SEE SHEET 5 (TIP) I 166TH AVE SE "� I \ LOT 8 I I ti I..I......... II o e \ � I / a° °. I o I \ INSTi4CCPQIRARY l \ I I I \ a / a� I I \ IN7ERCEPTO SWALE W TH CHECI DAMS (�) ............ II I / / - ---, CONSTRUCTOIN LIMITS / 1 I I \---- - --- _ jIL // / / (TYP) J I �-I x-X-x -x_X- - w. I I --I x x- x � I 4 oll / I I \ / �` / PRESERVEI EX. R- 4 I .....' .... I / I II I i / VEGETAON PER T.L. 145750-0023 I y I INSTALL;�TEMPORARY \ / //� �� BMP KING 0NTM 61 LF 12 CULVERT \ / KIG I® 2.06% MIN LOT 2 T MULCH/-- / / 10,630 SF I I /L6r5 / \ 9,45(1'�OSEED -464 l I 9,3w@IEEE AREA p I / I / uI� TREE T - - _ ToN / APPLY GRAVEL 7, 350 SF REN / ( COVER, WIPLAS77C I a. SURFACE ONCE I I / / I SHEETING AS NEEDED - - UTWTIES AREA / I . I\ INSTALLED I I __ ............................. �... I I \ \ 1 ............................. /. .......�'.. -. - R-4 \ i...........................�......................... 4a �..... \ ........ J.... .... i I / T.L. 132305-905 I CATCH BASIN INSERT LOT LIZE STORMWATER VAULT FOR \ I T.L. 132305-9045 PER COR STD 216.30 WDIMENTA77ON OF CONSTRUCTION SITE I I ADDRESS: 13231 SEE SHEET 5 TIP --9 4 R9FIOFI VAC TRUCK CLEANING ASI REQUIRED AND ONCE CONSTRUCTS N IS 166TH AVE SE COMPLETE/SITE IS STABILIZED. I� 4 0 R-4/ I � L0�3 1, 095 SF- � / I II OT 4 / d I I ,374 SF I I SILT FENCE PER COR STD 214.00 I \ / / / I °I �� I I I / / EX TREE TO BE I I SEE SHEET 5 (TYP) / I / REMOVED (TIP) I v I �10 / TR C �h.. I STOR I' --- 6 0 --- x - - - - x X - - x _x - x \ I I / _ 8,868 SF T.L. 145750-0025 - x / i - 464 16210 SE 134TH ST 4 x N R \ CLEARING LIMITS (TIP) \ \ - x - x __ - x _ 462- - _ / /RENT \ \ INSTALL, TEMPO ARY \ 68\LF 112" CULVERT l FOR ONTINUATION I T.L. 132305-9058 � \\ 0 2.00% MIN � � ADDRESS: 13235 166TH AVE SE � KING OQU PHI LI pA �AEncompass jO� 6 REVISED PER ASBUILT SURVEY CID 04/17/2024 SURVEYED: SDM ENGINEERING & SURVEYING 5 REVISIONS PER FIELD CONDITIONS CID 0911512023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CID0912812022 NEM Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 o tp„38375 �cy 3 REVISIONS PER CITY COMMENTS DATED 612312021 CID 07101120211 DRAWN: TLK Eastern Washington Division ss7 5 2 REVISIONS PER CITY COMMENTS DATED 410712021 CID0410812021 CHECKED: EDM 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL 05/01/2024 N0. REVISION BY DATE APPR APPROVED: CJA SCALE: EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN MOTES. THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL TESC} PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PitzkTAIN TO EVERY PROJECT. YHE APPLICANT CA OWNER, IH 1AEAY REFERkr.[) TO AS APPLICANT, MAY STRIKrm OUT IRRELEVANT NOTES. IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADD ITIDNAL NOTES ARE NE1=DE11 FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE F$C STANDARD PLAN NOTES 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S COMPACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASH Ihi STATE DEPARTMENT OF ECOLOGY {ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRU+v'T€ON STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THA7 SHALL BE FOLLOWED FROM GONISTRUCTICN COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS 4 THE BOUNDARIES CW THE CLEARING LIMITS, SENSITTV€ AREAS AND THEIR BUFFERS_ AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANS} SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACC01ii £ WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DiSTURFLANCE BEYOND THE CLEARING LIMI"5 SHALL BE PERMITTED, THE. CLEAf34NG LIMITS SHALL BE MAINTAINED RY THI= APPLIOANTIESC SUPERVISOR FOR THE DURATION DF OON$TRU`CTION. 5 $TAMLIZED CONSTRUCTION ENTRANCES SHALT. BE INSTALLED AT THE 1�EGINNINQ OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CON1 TRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK•OUT70 ROAD RrGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. iF SEDIMENT IS TRACKED CFFS€TE, PUBLIC ROi SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATr.RS OF THE STATE. S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATEO CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE WMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED COtlCRET1E WASH,CUT AREAS 7 ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDiOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC EMPS SHALL BE MAINTAINED IN A SATISFAC70RY CONDITION UNTIL SUCH TIME THAT CLEARING ANON CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ONSITE EROSION HAS PASSED. ALL ESC BMPS SH ALL BE REMOVED AFTER CONBTRUC TUN IS COMPLETED AND THE SITE HAS BEI=N STABILIYED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT E7{I5T_ THE IMPLEMENTATioN, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY QF THE APPLIUANT. 8 ANY HA7-ARDQUS MATERM$ OR LIQUID PRQE)i THAT HAVE THE POTENTIAL Tta Pk LUTE RUNOFF SHALL 9E P€SPQSED OF PROPERLY. 9. THE ESC BMPS DEPICTED DH THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRICTION. IT SHALL BE THE CBLIGATION AND RESPONSIBILITY CP THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY 7HE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REOU1REMENTS, AS MAY BE NEEDED. TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTIM OF STORMWATER FACILMES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS OURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 31 OR SEVEN: DAYS DURING THE DRY SEASON (MAY TST T14ROUGH SEPTEMBER 30TI•I) SHAi1 BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (EG., SEEDING, MULCtilmG, PLASTIC COV@RING, ETC.) IN CONFOWANCE WITH APPENDLx D OF THE RENTON SWDM. 13. WET SEASON ESC REOUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCT08ER 1ST AND APRIL 313TIi, UNLESS OTHERWISE APPROVED BY THE CITY_ 14. ANY AREA NEEDINQ ADDITIONAL, E$G MFASURE5, NOT REQUIRING IMMI DIATE ATTENTION, SHALL 5E ,ADDRESSED WITHIli (7} DAYS_ M I T H I P T I INS IN M V IlS. THE E$C a PS ON INACTIVE 51 ES $ ALL BE NS EC EP AN4 MA NTAI?•IEt3 AT A MINIMUM 4F ONCE A M{7N7T-d OR WFTHiN 2q HOURS FOLLOWING A STAR E ENT INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY, 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216,30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF ADISTURMD OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSMTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED n OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NDT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 16. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SI €ALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET A90VE THE FINAL GRADE OF THIS PERMANENT FACILITY. 19, AREAS DESIGNATED QN THE PLAN($) CONTPJNINQ Exl$TING STORMWATER FAGILIFIES OR ONSFTE BMPS (AMENDED SOIL $, HIORETENTI-DIN', PERMEABLE PAVEMFNT, ETC ) SHALL BE CLEARLY FENCED AND PizRTECTED USING ESC BMPS TO AwAID SEDrMENTATION AND COMPACTION PUR€NG CONSTRUCT€1Z)11. 20. PRIOR TO THE BE -SINNING OF THE WET SEASON IOCTOBER IST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN Ci WEEK OF THE BEGINNING OF THE WET SEASON AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SRALL BE REMOVED, AND STORMWATER CONVEYANCE SYS?EMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORES} TO THIEIR FULLY FUNCTIONING CONOrrION1. ALL DISTUR13€V AREAS OF THE PROJECT SITE SHAD EE VE(;ETA7E0 OR OTHERWISE PERMAINENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER TST 22. ROCKERIES ARE CONSICEREID TO BE A METHOD OF BANK STARIU ATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS_ ALL ROCKERIES IN CITY ROAD RICaiTS OF•WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDAkDs. ROCKERIES OUTSIDE OF ROAD AIGH TS-OP-WAY SHALL RE CONSTRUCTED IN ACCORDANCE WrtH THE INTERNATIONAL BUILDING CODE_ 1 "=30' PUBLIC WORKS DEPARTMENT EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. EXCAVATE FOR STORMWATER DETENTION VAULTS. VAULT EXCAVATIONS SHALL BE USED FOR TESC STORM DETENTION. VAULT CONSTRUCTION SHALL BE STAGGERED AND PUMPS KEPT ON SITE SO THAT STORMWATER CAN BE TRANSFERRED BETWEEN EXCAVATIONS AS NEEDED. 9. CONSTRUCT STORMWATER OUTFALLS TO ALLOW FOR DISCHARGE FROM STORM VAULT EXCAVATIONS OF TESC STORM EVENTS. NORTH VAULT OUTFALL SHOULD BE CONSTRUCTED FIRST DUE TO LENGTH OF OUTFALL AND PROXIMITY TO SITE. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 15. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED, IF APPROPRIATE. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M UNLESS QTHEIii N07M DRAWING 1S N6T'!0 SCALE (NTS) STD. PLAN - 268.00 PPH D- GAZ 9/28/2018 { :45 Ar GEOTECHNICAL RECOMMENDATIONS: Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 0 5 10 20 30 SCALE 1 " = 30' TESC LEGEND: ® FILTER FABRIC PROTECTION 0 0 TREE PROTECTION LIMITS OF CONSTRUCTION x x x SILT FENCE APPROXIMATE CUT/FILL VOLUMES CUT.• Z093 C.Y. FILL: 6,211 C.Y. DISTURBANCE AREA AS SHOWN ON THIS SHEET 3.07 AC. ARBORI ST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED DRIVEWAY, ASSOCIATED UTILITIES & THE PUBLIC STREET FRONTAGE. SUBGRADE PREPARATION FOLLOWING SITE STRIPPING AND REMOVAL OF THE EXISTING STRUCTURAL IMPROVEMENTS, CUTS AND FILLS WILL BE COMPLETED TO ESTABLISH THE PROPOSED SUBGRADE LEVELS THROUGHOUT THE SITE. ESNW SHOULD OBSERVE THE SUBGRADE DURING THE INITIAL SITE PREPARATION ACTIVITIES TO CONFIRM SOIL CONDITIONS AND TO PROVIDE SUPPLEMENTAL RECOMMENDATIONS FOR SUBGRADE PREPARATION. I� iymrru�►��nn�ys•»�� TEMPORARY SLOPES OVER FOUR FEET IN HEIGHT IN TYPE C SOILS SHOULD BE SLOPED NO STEEPER THAN 1.5H:1V (HORIZONTAL: VERTICAL). DENSE NATIVE SOIL AND WHERE GROUNDWATER IS NOT EXPOSED WOULD BE CLASSIFIED BY OSHA/WISHA AS TYPE A. TEMPORARY SLOPES OVER FOUR FEET IN HEIGHT IN TYPE A SOILS SHOULD BE SLOPED NO STEEPER THAN 0.75H: IV (HORIZONTAL: VERTICAL) ESNW SHOULD OBSERVE THE EXCAVATIONS TO CONFIRM TEMPORARY SLOPE INCLINATIONS ARE AA RECOMMENDED FOR THE EXPOSED SOIL TYPE. IF TEMPORARY SLOPES CANNOT BE CONSTRUCTED IN ACCORDANCE WITH OSHA/WISHA GUIDELINES, TEMPORARY SHORING MAY BE NECESSARY. PERMANENT SLOPES SHOULD MAINTAIN A GRADIENT OF 2H:1V, OR FLATTER, AND SHOULD BE PLANTED WITH AN APPROPRIATE SPECIES OF VEGETATION TO ENHANCE STABILITY AND MINIMIZE EROSION. THIS CONDITION APPLIES TO CONSTRUCTION OF THE DETENTION VAULT, WHICH IS LOCATED NEAR A PROPERTY LINE. DRAINAGE MINOR GROUNDWATER SEEPAGE SHOULD BE EXPECTED IN SITE EXCAVATIONS, ESPECIALLY AT THE CONTACT BETWEEN THE WEATHERED AND UNWEATHERED TILL SOILS. TEMPORARY MEASURES TO CONTROL SURFACE WATER RUNOFF AND GROUNDWATER DURING CONSTRUCTION WOULD LIKELY INVOLVE PASSIVE ELEMENTS SUCH AS INTERCEPTOR TRENCHES AND SUMPS. I�Pl��1�►��.9x��1�1►�1G� THE PERFORMANCE OF SITE PAVEMENTS IS LARGELY RELATED TO THE CONDITION OF THE UNDERLYING SUBGRADE. TO PROVIDE ADEQUATE PAVEMENT PERFORMANCE, THE SUBGRADE SHOULD BE IN A FIRM AND UNYIELDING CONDITION WHEN SUBJECTED TO PROOFROLLING WITH A LOADED DUMP TRUCK. IT IS POSSIBLE THAT SOFT, WET, OR OTHERWISE UNSUITABLE SUBGRADE AREAS MAY STILL EXIST AFTER BASE GRADING ACTIVITIES. AREAS OF UNSUITABLE OR YIELDING SUBGRADE CONDITIONS WILL REQUIRE REMEDIAL MEASURES SUCH AS OVEREXCAVATION, CEMENT TREATMENTS, PLACEMENT OF A GEOTEXTILE AND THICKER CRUSHED ROCK OR STRUCTURAL FILL SECTIONS PRIOR TO PAVEMENT. UTILITY SUPPORT AND TRENCH BACKFILL EXCESSIVELY LOOSE, ORGANIC, OR OTHERWISE UNSUITABLE SOILS ENCOUNTERED IN THE TRENCH EXCAVATIONS SHOULD NOT BE USED FOR SUPPORTING UTILITIES. IN GENERAL, THE ON -SITE SOILS OBSERVED AT THE TEST SITES SHOULD BE SUITABLE FOR USE AS STRUCTURAL BACKFILL IN THE UTILITY TRENCH EXCAVATION, PROVIDED THE SOIL IS AT OR NEAR THE OPTIMUM MOISTURE CONTENT AT THE TIME OF PLACEMENT AND COMPACTION. MOISTURE CONDITIONING OF THE SOIL MAY BE NECESSARY AT SOME LOCATIONS PRIOR TO USE AS STRUCTURAL FILL. UTILITY TRENCH BACKFILL SHOULD BE PLACED AND COMPACTED TO THE SPECIFICATION OF STRUCTURAL FILL PROVIDED IN THIS REPORT, OR TO THE APPLICABLE SPECIFICATION OF THE CITY OF RENTON. R _ 411 5 0 4 L 7 ON • 91 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT TESC PLAN Q O Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 4 20 d- i 0 DocuSign Envelope ID: 6EECFSB6-602A4E4A B436-A317AA638878 LLJ (LLJ O Z pm �J 3 0 0 0 Z J Li JOINT-5 IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS- OR EQUIVALENT TO ATTACK FABRIC TO POSTS 2`x2" 14 GAUGE WIRE, OR EQUrVALENr. IF STANDARD STRENGTH FABRIC U$ED FILTER FABRIC I MIN. --I�------------��-- F MAX. I I 12`Nlr, POST SPACING MAY BE INCREASED 4-t4' MIN. TRENCH TO V IF WIRE BACKING IS USED I I I I� I, —II BACKFILL TRENCH WITH NATIVE SOIL Li CR SM" TO 1.110 WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP.) NIOT ES: 1. CONDITIONSOFUSE 1.1. SILT FENCE MAY Or USED DC+WNSLOP'E OF WALLOISTLFRBEU AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1- THE G@OTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIRCAT0AS MUST BE AVAILABLE ON SITE. ACS IASTM D4751 I 30-1Q0 %IFVE SIZE {R.e9q-p,11 Smm) FOR SILT FILM 50-100 SIEVE SIZE (0.3i]-8,F5mm) FOR RTHFER FABRICS WATER PERMFITIVFFY (ASTM D4491 ) 0.02 mc-1 MINIMUM GRASTENSILE STRENGTH (ASTM 1)46mj 181) LBS. MIN. FOR EXTRA STRENGTH FABRIC 10D LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4532) 3D%MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355I 7(Y%MIN. 2.2. STANDARD STRENGTH FABRIC REGUIR£S WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE_ WIRE BACKING OR CLOSER POST SPACING MAYBE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENr'E IS INSTALLED, THE SLOPE SHALL NOT HE STEEPER THAN.21-1:1V 2.4. IF A TYPICAL SILT PENCE 15 UZE.D, THE ETANOARI] 4'X4" TRENCH MAY BE REDUCED A5 LONG AS THE BQTrOM a INCHES OF THE SILT FENCE PABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UND£RM NE THE SILT FENCE. 2.5 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRI"D IMMEDIATELY. 3.2. IF GONCENTRATEO FL045'S AFkE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND, 3,3, IT IS IMPORTANTTO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A HARRIER TO FLOW AND THEN CAUSING CHANNEI.IZATION CO FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILEI HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, Fr SHALL SE REPLACED - UNLESS OTHERWISE NOTED, DRAWLNCy 1S NOT TO SCALE INTSI STD. PLAN - 214.00 1 • PUBLIC WORKS SILT FENCE PR 912812018 DEPARTIM ENT GAZ P�v� wow am,,,�u�.v� PAtG Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 :45 AD S.E. 114 OF N.E. 114 OF SECTION 14, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON DocuSign Envelope ID: 6EECFSB6-602A4E4A B436 A317AA638878 DocuSign Envelope ID: 6EECFSB6-602A4E4A B436 A317AA638878 x�s�ild� VID R = 25MIN. —E INSTALL DRIVEWAY CULVERT IF THERE !3 A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STAN DAROS 4NW QUARRY SPALLS GEorBxtlL� 12' MIN. THICKNESS CONSTRUIOMON ENTRANCE NOTES: 1 DRNEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF TH E CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2- IT 15 RECOMMENDED THAT THE ENTRANCE 8E CROWNED SO THAT RUNOFF DRA1ks OFF tHrl PM 16' MIN. PROVIDE FULL WIDTH OF INGRES&FGRESS AREA NOTES: 1. CONDITION DF USE 11 CONSTRUCTION ENTRANCE SHALL 13E STA.DILLZEO WHENEVER TRAFFIC WILL BE tEAViNG A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE 1 2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADOITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALLTIE OF SUFFICIENT LFNGTi-MiDTH TO PROVIDE VEHICLE ACCESSWPARKLNG, BASED ON LOT SIZE+CONFIGURATION. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALL5 TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROOK PAD. THE GEOTE)(TILE SHALL MEET THE F4LLDVYING STANDARDS GRAB TENSILE STRENGTH (ASTM 04632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) W% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D8241) 495 LBS. M!N- AOS [ASTM D4751) 121-5 (U-S. STANDARD SIEVE SIZE] 2.2. DO HOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE aH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHmrTED. 2.9- HOG FUEL (WOOO BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WPTH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL FS NOT RECOMMENDED FOR ENTRANCE STABILIZATION FN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM EEINGTRAGKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2AL FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5. WHENEVER POSSiBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE THIS CAN SUBSTANTIALLY FNCR EASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3, MAMITENANCESTANDARDS 3.1- OUARRY SPALLS SHALL RE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS, 3,2- IF PIE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNAPVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT $HALL 9E USED THIS MAY INCLUDE 5TREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 1 Y T I P I .3. AN SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED 8Y SWEEPING SHALL BE REMOVED OR STABILIZED ON SI7E. 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 IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONS7RUCTED, THE SEDIMENT WOULD THEN BE WASHED INTO THE SUNSP WHERE 11r CAN BE CONTROLLED AND DISCHNtGED APPROPRIATELY. WASH WATER WJST 9E PUMPED BACK ONTO THE WIFE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3A ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY .1 5. IF VEHICLES ARE ENTERING CREATING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTR4� TRAFFIC. UNLESS OTHERWISE NOTED, DRAWLNCy 1S NOT TO SCALE INTSI STD. PLAN - t15.10 +. PUBLIC WORKS pPPsoYEn. DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 912812018 I 'N,i•W a,Lii, PATE I 9•�W `'1'G,�� 6 REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 3837�5 p A-1 3 REVISIONS PER CITY COMMENTS DATED 612312021 ISTEn" %2 REVISIONS PER CITY COMMENTS DATED 410712021 ONAL 0510112024 N0. REVISION : 4 S At 6• MAX. DRAINAGE GRATE TRIM GRATE FRAMER11L7E- SECTIONOVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENTANDPEBRtS VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM rryp.) I � OVERFLOW BYPASS BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1, PROTECTION SHALL BE PROVIDED FOR ALL. STORM DRAIN INLETS POWNSLOPE AND WITHIN 500 FEET OF A DIS TU REED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CQ1tiVEYFP TO A SEDIMENT "ID OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECTTHE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4, SITE THE BELOW INLET GRATE DEVICE IBIGO) FOR THE STORMWATER STRUCTURE IT WILL SERVIC-- 5. THE GIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS)- 0. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE 13FG13 Wier -CUT SPILLING THE COLLECTED MATERIAL T. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 9dH,3g15). 6, ANY SEDIMENT 1N THE CATCH DAWN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY, UN $ CjRERWAt N".0. DRAWLNG.IS NOT TO SCALE rNTSI STD. PLAN - 216.30 CRIPUBLIC WORKS APPR En: DEPARTMENT CATCH BASIN INSERT iGAZ 9/2812018 I Pu�4 Woilaa�„nui.n., EIATI View Looking Upstream 12"yI� d 7s• III{ -- 1IIII�1 Omm) ro �.5rn) (150I (s .,) Note: c° o Key stone into channel banks and extend it beyond the abutments a minimum of 18" (0.5m) to prevent Flow around dam. A Section A -A 24" (0.6m) V (2.4m) Spacing Between Check Dams 'L' = the distance such that points A' and 'B' are of equal elevation. L Point'A' Poinl 'B' / NOT TO SCALE Rock Check Dam Revised June 2016 DEPARTMENT OF ECOLOGYPlease see http:/AYwwecy wa.gov/copyright htn11 for copyright notice including permissions, State of Washington limital ion of liabildy, and disclaimer. CP 04/17/2024 SURVEYED: SDM CP 0911512023 DESIGNED: NEM CP 0912812022 CP 0710112021. DRAWN. TLK CP 0410812021 CHECKED: EDM BY DATE APPR APPROVED: CJA SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M :45 Al 3m Minkmm Lalh and flagging on 3 sides - Sandbag Berm 10 mil plastic lining Varies l_ A — A Section A_A 10 mil plastic lining — Plan Type "Below Grade" 0 Stake (typ.) 1l plastic lining Sandbag Berm 1, ArtuaIlayout determined in the field, 2- A con cretewashout sign shall be installed within 1 f3 m of t he temporary concrele washoul Facility. Wood fr2me securely fastened around entirg perimeter with two Stakes 10 mil plastic lining Section B-B 2x12 rough Plan wood Frame Type "Above Grade" with Wood Planks NOT TO SCALE Concrete Washout Area with Wood Planks Revised June 2016 ❑EPAR7MEN7 of ECOLOGY Please see http.-1Ayww eey.wa.gov&mp3iVht.hW for copyright notice including permissions, m' at o ti N d disclaimer, State of Washington It t Ion i a lily, an Dripllne . RootZone One sign per 50 feet. (minimum of 2 Signs) 6 Ft. Temporary 3 Chain Link Felice � flOCTs NO TRESPASSING PROTECTED TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. R-41 1505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17— 000438 ASBUILT TESC DETAILS NOR 44 4 P41 m J 6 0 Z C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: 5 OF:20 Q) 0 aI WN STORMWATER SUMMARY TABLE THRESHOLD DISCHARGE AREA TECHNIQUE DRAINAGE AREA REQUIRED STORAGE VOLUME PROVIDED STORAGE VOLUME REQUIRED WATER QUALITY VOLUME PROVIDED WATER QUALITY VOLUME NORTH DETENTION 1.16 ACRE 10,498 CU-FT 10,560 CU-FT 3,842 CU-FT 6,720 CU-FT SOUTH DETENTION 1.98 ACRE 16,596 CU-FT 17,163 CU-FT 6,486 CU-FT 11,316 CU-FT 0 5 10 20 30 NOTE: RESTORATION WITHIN KING COUNTY T / SCALE 1 = 30' ROW SHALL COMPLY WITH KING i COUNTY RESTORATION STANDARDS. I . 461.35 CONTINUATION- E 46 30 / I ^E SHEET 20 / 460.45 N INV=457.53 (12"ADS-N) I EX UTILITIES TO BE T.L. 132305-9145 460.90 __ I INV=457.48 (12"ADS-S) I PROTECTED AND ADDRESS: 13120 164TH 473.88 c773.6J / I h� ' 7 8q MAINTAINED DURING AVE SE o 3'x3' HEDGE I \ I CONSTRUCTION R-4 / I 7.339� OJ20 ADDRESS: SET.L. 324320-0140 132ND ST 460.80 I461.25 ADDRESS: 16326 SE R-4 ® - ----- 474.05 / 460.35 132ND ST EX. CB o ---- ---- --------- ----_ RIM=463.74 co I � THIS PORTION OF THE STORM SYSTEM IS WITHIN -KING---- ---- T.L. 324320-0150 I INV=460.24 (12"ADS-SW) LU U COUNTY R-O-W. A R-O-W USE PERMIT HAS BEEN ---- - ----- ---_ / ADDRESS: 16320 SE CB 45, TYPE 1I ( ) =r SUBMITTED TO THE COUNTY AND IS REQUIRED TO BE I - / ■ I INV=460.14 12"ADS-N ¢ - 132ND ST W/ VANED GRATE ` N z �� / ISSUED BEFORE WORK CAN BEGIN. PER COR STD 204.211 EX. CB 8 20-0160 I R-4 STA:9+63.34, 12.22' RTI RIM=464.95 co. � i MAINTAIN EXISTING ACCESS DURING CONSTRUCTION. RESTORE � � ----- ---- / �. �� -E/ 16310 SE 12" CONC 465.44RIM=466:66 /=462.00 (12"ADS-W) /3 ACCESS AS NEEDED AT COMPLETION OF CONSTRUCTION / �60� / rs ST IE-468.36 12" CONC 462.001E=463.08, 12� (E)iNV= 61.95 (12"ADS-NE) R-4 I IE=467.58 462.041E--462-08, 12 (W) 4' C LONE FENCE - SE 132ND ST RAMP DETAIL 164TH AVE SE RAMP DETAILS ' CONC 12" CONC 3. � CB #2, KC TYPE 2, 48" MH T.L. 132305 9027 471.64 R-4 IE=466.90 I 1 I W/ SOLID LOCKING LID ADDRESS: 13200 164TH SCALE 1 "=10' SCALE 1 "=10' 12" CONC,, 12" �DS� STA:20+01.05, 12.86 LT AVE SE I. IE=465.68 IE=463.71 _ RIM=46&68465.5 CB #7, TYPE 1 _ 5° 3 46�� IE=45535, 12" (SE)455.56 W/ VANED GRATE R-4 52 LF 12" PVC R . �.� �° - _- - IE=455�5, 12" (N)455.57 PER COR STD 204.2 SD ®$4frA,`0.50� 60' R W STA:10+45.36, 12.21' RT SDMH #1, TYPE 2-48" MH w -`� \.F\ /per n \ - - - RIM-46#.-69464.33 W/ SOLID LOCKING LID .W'-1Wo�_- ww .SE. 32NDST. _ _ _ ......R. - -j IE=4se:4e, 8" (SW) 0,38 STA:20+45.93, 39.3T LT -�-_-T w W. _W._ �. W* ��sW 12 \ .T. _ - w _ W. �0 0---- ---- -- RIM=4fiP3 464.64 I 30' -- - -- 12" (E) E ... j IE=435.79, )45.8313' - --- - v - �..... �. .- _._ ...... ........ -- -_- - i ODI IE=455.86, 12" (NW)455.82 5' 11' 5' ...... hNIRE FENCE - -. .-. _ . - _ -- ` IE=458. 0, 4" (NE) SIDEWALK PLANTER I PLANTER SIDEWALK 1 ..... < .............. -466 - - =�: - -- OD EENC �.�.... ....... FENCE ..................... 0 5 0 5 1 o c;- -r--mac ---!?---- 0.5' 0.5' 748 LF 12 PVC SD ®> . I .j 0 1.5q 1.5% SE 132 ND S T 1. 78% 24 LF 12" PVC I . w . _ / /� 46 290 2� c ° .... n 1 a ° a aa- ° °a SD ®-4r493� .... . i . I . i 51 L PV 464 K � J ° _- 0.47 = 68.30 W/ VANED GRAiE TW=470.13 ... - / CBI #6, TYPE 1 PER COR 204.2 BW=468.53 146s90 ° I. ?� _ _ - SE 132ND - IE= STA 20+18.27, BW=46s.s l0ifi LF-12TPV� - - - W/ VANED GRATE r 15.20' RT TW=470.40 TW=469.61 ASPHALT RAM 465.0 IM=46533465.16 ew=4sa.05 B 4gs.s4 8 PER COR STD 204.2 I _ N (SEE DETAI STA: 8+15.35, 12.22' RT IE 12" (S) 461.16 36® +. ° IE _ THIS S`ET RIM=46$ 468.76 IE= 12" (W) 4 �3.17� ■ IE=45485 T ACT D DECK 0 IE=464-. 12" (E) 464.10 CB #4, TYPE 1 TW=469.56 a 454.74 STOR - -- --- -- - - - - m " BI- RECTIONAL VANED GRATE BW=467.15 13 �- - 474 1 I y \ PER COR STD 204.3 l a \ w STA:20+53.91, 12.22' RT / - o RIM=464$4 465.02TW=4ss�s �.... \ I \ 1 PAD EL.=469.0 I " BW=4,67.65 10 PRIVATE IE=459.6 12" (E) 459.99 .. 6, STORM EASEMENT 1 I I E=459 84, 12 (N) 460.02 - - �. 6 39 \ " IE=461.65 rw=4as.74 ° SD ®3& LF�1 3.03� I 20 z96 z10.5' DETEN ON/ I 1 1 W= 68.85 I. \ PAD EL.-466.0 WATER QUALITY VAU T ADDRf \ LOT 1 I C�ECK EX.\ CB TYPE 2 �18 MH = FOR DETAIL & SECTI;ONS 1 ` 10,657 SF GARAGE T 4 VF 6 \ W/ BI1DIRECTIONA� VANED GRATEI SEE SHEET 11 I I 166T NOTE: E1 BW=467.7t I. I PER CdR STD 204. I I UNDERGROUND VAULTS TO BE 1 \ 47 24 LF 12" PVC a ° 5 STA:204�53.91, 11.3 LT -- APPROVED UNDER SEPARATE I L... RIM= . 464.99 / I/ 1 so ■ °. ...l..... .. IE=4 12" (k 59.82 LOTS BUILDING PERMIT. T.L. 145750-0021 " . 9. 70 9, 450 SF / I ADDRESS: 16327 SE \ :. 1 / I , IE=45966, 12 (hV�1 1 132ND ST \E=45gJ9, 8" (N�)4¢0.14 SITE KEY NOTES I�� - - - - Al I........ ICN � M / I , .LLI .. I ,� / � � � � �6G / / 1 BEGIN CURB, GUTTER, SIDEWALK STA:41+78.88, 21.38' RT I I LOT Z R 4 / I \ / / / PER S.E. 132nd STREET ROAD SECTION THIS SHEET 10, 630 SF I LOT Jr I� a 2 SAWCUT 1' FROM EDGE T.L. 145750-0023 y 91629 SF Z C / I LOr% / OF EXISTING PAVEMENT (TYP.) ; < cfl. ... / 9,450 SF - 3 PERPENDICULAR CURB RAMP TYPE B PAD EL.=469.0 I IE-461.6$ T.I.CI.... I \\ -46. STA:9+66.35, 13.08' RT PAD EL.=466.0 462.69 / PAD EL.=466.0 / PER WSDOT STD F-40.15-03 IE=46 I 1 / CB #12, TYPE 1 (PRIVATE) .16 . . `i I / 6" PVC S I I l \\ \ '/ i - (SHEET 13) / IE=466.5 W/VANED GRATE SERVICE LINE ■ l = <4> PERPENDICULAR CURB RAMP TYPE B 466.30 P,ER COR STD 204.2 2� MIN. (Tl!P) I STA:10+38.64, 13.08' RT / I STA:0 464.6.32, 746 LT I I / PER WSDOT STD F-40.15-03 / 464.64RIM=4E#66 g (SHEET 13) 460.731E=46016 12" (E) / !I / 460.�81E=466.75, 8" (W) °I 10' PRIVATE I - - 460. 91E=46i.fZ 6" (N) ° CB #11, TYPE 1 O5 5' WIDE SIDEWALK � III STORM EASEMENT W/VANED GRATE PER COR STD PLAN 102 (SHEET 13) � .. I SDCO TYP i - 4I ( ) JI / PER COR STD 204.2 w - - - -_ �_-� = / STA:22+41.51, 12. T I z _ 6 15' WIDE DRIVEWAY ENTRANCE CB 113, TYPE 1 (PRIVATE) '- _ _ _ _ I 2R t �% T _ _ I �- ... ... . W/VANED GRATE "- - 1�=46i 5-461.44 RIM- 464.14 Ek PER COR STD PLAN 104.3 (SHEET 13) PER COR STD 204.2 ` / IE=46B 49.1"1(1��.-4�053 I Y OF MAX WIDTH IS 16' WITHIN R.O.W. FOR ALL LOTS V ° STA:31+67.78, 7.22' LT 137 LF 8 PVC D ® PRIV 44� CB #9, TYPE 1 IE=46046, 12" (W)460.44 z RIM=46981 8.71 3.80 A 4� LF 12" CPEO.66 I W/VANED GRATE LOT 6 IE=460.90, 6" (NE) z I T.L. O TYPE III BARRICADE E J IE=465r96, 8" (E 465.99 SD ®6 519� / a I. PER COR STD 204.2 4, 450 SF , , I Q ADC IE=466.07, 6" O / T STA: 23+17.06, 12. 40 x92 x9.0 DETENTION/ = 16 / IE=466.07, 6" (S) LOT 3 - 311 (PRIVATE) �� 2 WATER QUALITY VA�1LT 4g / " / . _ RIM=46�3B-4f30.44 FOR DETAIL & SECTIONS p O STOP SIGN &STREET SIGN � I IE- LF 12 D.I. SD i`� I " / 46`66 10 ' ®}�},� / / 1�=-457:-99, 12" (NE)457197 PAD EL.=466.0 SEE SHEET 10 I PER COR STD 134 (SHEET 15) / 10, 095 SF 1 52% ® �i IE=457�1-, 12 (W) 458. P2 q6G I STOP BAR STRIPING / PAD EL.=470.0 LOT 4 �_cqD W J110, T W E I IE--457-9f, 12" (a48. 6 - I 1� g INSTALL NO PARKING SIGN PER p / /V O DETAIL SHEET 15 I /p1 �� 9,374 SF / PER COR S1D 204.2 ° PAD EL.=466.0\ STA:23+17r06; 19.63' RT I' 1 ; IE- -- -_- -- -- -- _ 10 PERPENDICULAR CURB RAMP TYPE 8 460.24RIM=46B15 - 4_455. 8 0 STA:20+30.02, 9.7' RT " k` / PER WSDOT STD F-40.15-03 IE=#i58:39, 12 (E)8 � o L ... �......�, IE=1458.59, 6" (W) ° I / (SHEET 13) / I \ z N6� 1.... a s ® 1 P9.98%TRAC1f C / - - I _ 1 - � IE= 11 PERPENDICULAR CURB RAMP TYPE B 14 ..... 4 4.74 STOR R STA: 20+30.56, 15.06' LT L 3 LF 1" PVC i o / PER WSDOT STD F-40.15-03 --_,_=-_- - _ 8,868 SF - ---- - - / - �- �- -- - -- -- � I � � � � (SHEET 13) T.L. 145750-0025 - 464 \464 1�21 134TH ST CB 19, TYPE WIRE �ENCE O --- -- - 62 TON 12 APPROXIMATE LOCATION OF REN \ PROPOSED MAILBOX UNIT W/ SOLID L KING LI W/ SOLID LOCOING LID WIRE FENCE / \ ( ) STA: 23+23.53,� 19.91' RT-164TH VE SE- 30 I " V r -- STA: 23+23.53, 11.38' LT-164TH AVE - SEE APPROVED MAILBOX PLAN 3i f12 PVC 1 05-9058 Y / STA:40+25.21, 12.1 RT OFFSIR UTI IT1ES460 �8 SD ® 339 \7 �I�_4086, �2 31 LT��S�;� 166TH AVE SE 7 WOOD FEN G COUNT /� 13 TEMPORARY DEAD END SIGN \ " 9 " r EX. GA KIN O IE=452:-43, 12 ) 452. $4 � LF PVC1_' IE=453� 74, 12� E 453.64 I RAGE IE= 3 19 O 452 39 \ SD ® 1 49 \ _ �• O \ EX. i � e IE-452:74, (W)453.64 GRAVEL 14 SE 164TH AVE ASPHALT RAMP (SEE CONTINUATION - SEE SHEET 16 DETAIL THIS SHEET) = IP II.rr. Lncompass 00 N ENGINEERING & SURVEYING N Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 Lil Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 z J L_ -U 6 REVISED PER ASBUILT SURVEY CP 10411712024 SURVEYED: SDM co , 0 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN: TLK O' ISTEg� % s`SIONAL � 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: 0510112024 NO. REVISION BY DATE AP P R EOM APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CEMENT CONCRETE CURB PER C.O.R. STD. PLAN 101 CEMENT CONCRETE SIDEWALK PER C.O.R. STD. PLAN 102 1-FT BACK OF SIDEWALK SHALL BE FLAT MAX. 4:1 SLOPE AFTER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M A 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS RESIDENTIAL ACCESS 164th AVENUE S.E. N.T.S. q 30' R/W 5' 13' SIDEWALK PLANTER 11' VARIES TO EX. EP 0.5' 1.59 0'5SAWCUT EX. PAVEMENT CEMENT CONCRETE CURB PER CEMENT CONCRETE C.O.R. STD. PLAN 101 SIDEWALK PER C.O.R. STD. PLAN 102 1-FT BACK OF SIDEWALK SHALL BE FLAT MAX. RESIDENTIAL ACCESS 4: 1 SLOPE AFTER S. E. 132nd STREET N.T.S. 20' SHARED ACCESS TRACT 20' PAVED DRIVEWAY z � FLOW LINE -----____--- 2 MIN. 0 0 0 0 0 0 0 000000000000000000000000 Know what's beIow. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 4" HMA CLASS 1/2" 64-22 SHARED DRIVEWAYACCESS SECTION N.T.S. 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 1.5' THICKENED EDGE PER C.O.R. STANDARDS -THICKENED EDGE R- 411506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT ROAD, GRADING & DRAINAGE PLAN U Q J -41 Q O cn L LJ DATE: 0611712024 C/� O FIELDBOOK: PAGE: DRAWING NO: 22587 SHEET: OF: 6 20 0 Q 0 J ON Q 0 0 0 W 0 0 CN O 1 IJ W 0 g a W W w 3 I I I I I I\ I R-4 T.L. 324320-0130/ Q6 I I ADDRESS:16332 SE 1 - T.L. 324320-0140 132ND ST ADDRESS: 16326 SE R-4 132ND ST I ---- T. L. 324320- 0150 ADDRESS: 16320 SE 1 132ND ST �� 3 SSMH 1 A, 48"0 PER CI I I. r '16,T.L. 324320-0160 I # OR STD 400.11 R-4 � 3 . ADDRESS: 16310 SE W COVER & FRAME I 01 132ND ST PER COR 401 M01 / tY R-4 ,i w \ SSMH #1, 48"0 ING GQUN I STA: 7+53.70, 6.00I RT > I PER COR STD 400.1 T.L. 132305-9027 K R RIM:8472.56 I / W1 COVER & FRAME ADDRESS: 13200 164TH IE=453.58 10 �E)4 3.43 = / PER COR 401 AVE SE STA:10+05.73, 6.00' RT R-4 _ 5 RIM: 465.-62-465. 39 \ \ SD -_ ,� IE=45333 10" (W)451.59 SD -SD- IE= 223 10" (S)451.67 w =� \ S.E:.132N.D\STREET - - - Mn J - APO- w w. -.-.1 w w . w INTX - - - - - w. �w._w.�d19 �. �o. - - cg ._ w y w '� ( ` STA: 10+00.00 SE 132ND ST= -w -w. �p 0 . ��_ -- 1 - --- N GO N . E. r r r U TY .......... ... - ---- _r� - - -_--- I � G _. 6 1 .LF 10".C-900 8 ........... -- T.L. 145750-0027 TA I o .. 1 ...... L . �.� . -- -- - o- ADDRESS: 16307 SE 132ND ST "� 1.1.. " .. • / -460' - R ..... 462 tQ eo e / 64 / I 32 26- LF 6" PVC SIDE al e" 1 - - _ "I SEWER 0 25.0% T- - 3G LF 6 PVC SID - � I - - LOT 1 SS STUB SEWER ®125. 0 PER COR STD 406.1 - - -SS STUB STA.=8+09.68 32.00' RT PER COR I STD 4061 { ■ STA.=20+61.40, 2Z50 RT -� I G. / �FG=466� 469.16 I TACT D �r 6" IE=459:89 460.46 I I EX. HOUSE SS STUB R=46�Ot ■ I I - ST�iR -- -- J STA.=8+90.38, 38.04' RT 6 IE=458.520\ a `� FG=478.6t 470.49 - -- -- -- - - -- 474, IE=459.29 33 LF 6" PVC SIDE \ a LOT 1 I I SEWER ® 20.0% �...... N 10, 657 SF I \ PER COR STD 406.1 .1 ... (CAP FOR FUTURE ADU� Q II I LOT SS STUB I J �66 STA.=20+72.20, 32 60' LT I 1 I I c L ....o ... FG=466�#466.38 1� ADC 1 1 1 \ I \ / I e 1..... + 6 IE=458-6, 457.921 I I 16, I ' . _ . I 226 LF 6" PVC SIDE I \� LOTS I I / c ..I .. "e 11 PER�COR STD 406.1 1 9,450 SF/ �- a I I T.L. 145750-0021 / ADDRESS: 16327 SE I 132ND STj.. - / I w Lu. 11. 1- _ .>- M� - I-1-7 - - - � ✓I '� CO R-4 I .. / / I T.L. 145750-0023 LOT 2 32 - "- 1 l / 10,630 SF I 40, LF 6 PVC SIDE eLL. 17 LF 6 PVC SIDE I LOT 7 / \ I TR�1�IT EiSEWER ® 20.0% I SEWER 0 25.0%LOT 5 PER COR STD 406.1 Ai PER COR STD 406.119,450 SF // ITREE ACT 9 629 �F I ...... M � I I � I LOT 2 SS STUB a LOT 7 SS STUB I / � LOT 5 ss slue I _ .. � � 7 350 SF STA.=22+13.20, 155.88 RT STA.=22+05.77, 34.63' RT o l ' 468.88FG=469 Bf 13 LF 6" PVC SIDE . • . o ._-_. - - STA.=22+02.26, , 2.00 LT / / 1 461. 70 6" IE=461-76 SEWER 06.5% 468.20FG-#66�t - FG=466�f466.74 / T / / I PER COR STD 406.1 459.46 6 IE= `� 6" IE=4578 458 6 / 42 LF 6" PVC SIDE I, / I - - _ / SSCO #4 I SEWER 0 6.5% - I INTX l 1 ( J e STA: 22+33.17 = - - 1 A�H AVE SE � 1 a0 LF 6" PWC. SIDE STA: 30+00.00 TR 'CT A ACCES \ ® #3 _ 6 59r SSCO . 31+88 ---�- 1 I. - 1 - R-4 _-SSC6 #2 - +..p.. �..- _ -. _SSCO f . 0 0 7 I / T.L. 132305-9053 I� / I LOT /3 SS STUB ....... - ,I " / STA.=22+37.24, 155.40' RT e i ..... 27 LF 6 PVC SIDE I / I 469. 3 FG=468 6t / / I SEWER 0 20.0% LOT 6 T.1 J " PER COR STD 406.1 I A / 461.5A6 IE=461.55 / ° L -4, 450 SF SSCO (TYP) 1 LF 6" PVC SIDE �..... LOT 6 SS STUB - - I 460 / " I STA.=22+71.43, 32.00' LT / I � PER COR STD 4031 I /EWER ®6.5% � 42 LF 6 PVC SIDE � LO 3 PER COR STD 406.1 SEWER ® 6.5% i / FG=463.5t464.53 0 SSMH #2, 48"0/ 6" IE=4559$456.17 1 1 , 095 SF ��o`O PER COR STD �40./ 1 ..4OVER & FME a - - /�PER O401 -- -- / I STA: 40+00.00, 0.00' / \ 460.54 RIM: 460.69 -/ / I 450.171E=450i4 10" (N� TRACTIC 45Q.04IE=4 10" (SaNr�k N I j' . STOR 8,868 SF T.L. 145750-0025 - - / I \ 64 \464 6210S 134TH ST LOT 4 SS ST�18 - - - A6� -- ----- -_-- 462 / NtON R_ \ \\ STA.-23+06.30, 7.98 R 2� � 10" PVC 0 9-50% F 461.5t4 2.08 T 28 0.70% - -�- RE �L V r N 6" IE= 6645� 44 � SSMH # 48"0 T.L. 132305-9058 TI l PER CO STD 400.1 ADDRESS: 13235 166TH AVE SE / i K G QQUN / 43 LF 6�" PVC S ` 11 CoV R & FRAME J r IN SEWED 0 10. % PE 401 I STA:49 29.13, 0.00' Lo RIM: 459-.54459.51 1 2 LF` 10" P ® IE= 10" (NE)�9.89 I \l 2.21% IF{� 10" (S)4 9.76 GQUNtY t KING CONTINUATION - SEE SHEET 16 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 I 6 REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 1 ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SjONAL 0510112024 N0. REVISION CID 04/17/2024 SURVEYED: SDM CID 0911512023 DESIGNED: NEM CID 0912812022 CID 0710112021. DRAWN. TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M SEWER CLEANOUT TABLE SSCO #1 RIM--464.84468.38 IE=453.55 SSCO #2 RIM=468.34 471.96 IE=460.70 SSCO #3 RIM= 464. 90 468.56 IE=453.57 SSCO #4 RIM=468.55-471.76 IE=460.85 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 0 5 10 20 30 SCALE 1 " = 30' oo 00 O SEE SHEET 12 FOR SEWER STANDARD NOTES NOTES: • SEWER MANHOLES TO BE INSTALLED PER COR STD 400.1 SEE DETAIL SHEET 14 S-411501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT SEWER PLAN 7 ON 91 Q 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: Q OF:20 3 w 3 U Q J ON C 0 0 • ►.!, W O 3 1-�"j ro', STA: 40+05.89, 12.31 ' LT RIM: 460 09 460.97 IE=45274 12' (E)453.64 IE=45Z74 12' (W)453.64 HANDHOLDS, STEPS OR LADDER 12" MIN. SEPARATION 12" 12' (OUT) IE=45500 455.03 ELEV = 451.05 � SWALE I I I MANHOLE RING AND / -ACCESS UDC / I IE=45400 - - - 004.2 I I 453.78 - - - - 12.22 LT I �I 44 '' 12" VEN11LA110N PIPE ' 'NE)4577 . 7 / WITH REMOVABLE CAP YARD DRAIN 1 'W)458. N)458.061 5'x10' REMOVAL LE / 4" PVC (S) I 40'x9 x9.0' CONNECT TO VA LT IE=459.0 4" PVC (S) i I I MAINTENANC ACCESS FOOTING DRAIN DETEN71 N / WATER / II QUALITY VAULT / , 1 42 LF 12" PVC TRACT I ` L17-� SD ® 9.3� .5.03 1� 45 SWALE � I I 1 8,86 SF \ 5'AO0 REMOVABLE - - MAINTENANCE ACCESS / PIPE AND ALL FEATURES / I 7 \ / UPSTREAM (YARD DRAIN, / \ SWALE) ARE PRIVATE ...WHN,NNNNNH......NN......M1..YN,...I.........�...H.Y..111 1111 111 NIIHMHNu/YIYM.MNN.NngNYYYNNM1Y HHNW. Y MNIH.HNHYN NTON - N..WN....M1..n........Y...u.M.HH.WN..N.INH..In..WHN..Y... ........... N..N..nn.YY.NNNN.N nM1..WH......... ...NNI..MNIHI..nHW.NW.HM1YNHHH. I.N HH.M.N...Y..Y -t -- �I- N....Y.HYI.w.IN.. \ / `......... ....... ....i:.NWYWHH 117 191 Pvr I ---- --- - HY.. T. L 2205 9058 - / ADDRESS1325 166TH AVE SE175LFFRENCHDRAIN®00DUNTY r LNG G/ DETENTION / WATER QUALITY VAULT (SOUTH) PLAN SCALE: 1 "=10' 5'x 10' REMOVABLE MAINTENANCE ACCESS //\\ � TOP OF VAULT = 46h99 Q 460.54 d ELEV = 466.05 4 -..-..-..-..-..-..- WSE = 459. 57 ORIFICE #2 DOWN -TURNED ELBOW IE=458.50 5.00' DIA.=1 7/8" 4.-55-' LIVE STORAGE 12" FLOW CONTROL RISER d PER COR STD. PLAN 23ZO CLEANOUT W/8' SHEAR GATE 455.03 WSE = 455.68 PIPE SUPPORT 3" x .90 GA. BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3' SPACING 3' DEAD STORAGE Q WSE = 452.00 ORIFICE 41 ON BOTTOM PLATE IE=453.00 1' SEDIMENT DIA.=63/64" STORAGE d d d ELEV = 450.55 d 4 4 CONTROL STRUCTURE DETAIL SCALE: 1 "=2'H; 2'V Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 H IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 I 5 i 4 38375 3 oS ONAL� 2 1011112024 N 0• MANHOLE RING 4 - 1 2 WHJHLU ROCK 24" MIN. TRENCH X-SECTION NTS MANHOLE RING FINISH GROUND AND ACCESS LID PROFILE WTN REMOVABLE V110N PIPE CAP TOP OF VAULT 461:09-461.51 \�0.5\MIN\FREEBOARD/ a a . HANDHOLDS, 459.97 STEPS OR LADDER 5.00' 12" MIN. SEPARATION CIP CONCRETE 4.55' LIVE STORAGE 1 /'-- 3' DEEP BAFFLE 455.03 - _32 WSE = 455 99- . ii- .---iT.-T-.-..-..-..-.. .. 12" (IN) ELEV=451.05 1 IN. 3' DEAD STORAGE - AT WALLS ELEV=451.05 IE=453..78 WSE = 452.00 A. WALLS 453.78 - - - 2' MIN. - - - - - - - . ELEV=450.73 0f 0.5.°P; ELEV=450.31 Fz FINISH GROUND DETENTION / WATER QUALITY VAULT (SOUTH) SECTION B-B SCALE: 1 "=10'H; 5'V DETENTION / WATER QUALITY VAULT (SOUTH) SECTION A -A SCALE: 1 "=10'H; 5'V REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021, DRAWN. TLK ONE INCH DATU M REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: AT FULL SCALE EDM IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY evel outlet 5 10 SCALE 1 " = 10' R411508 U 7 ON 91 Q H • IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q O Know what's below. _ Call before you dig. UG DATE: Lij CITY OF SKYHORSE SHORT PLAT 1110712024 C/� PR 17- 000438 17 FIELDBOOK: %R)RENTON 0 A SB UI L T PAGE: • � DRAWING N0: Planning/Building/Public Works Dept. TRACT C 22587 STORMWATER DETENTION / WATER QUALITY VAULT SHEET: 10 OF: \2 i00 . . . . . W ----- E \ E E� E E _- E I _-466 GCB #4 TWE 1. W/ VANED GRATE . PER 5OR STD 204.2 STA. 9+63.34, 12.22' TRIM:4i 465.44 12" (E)462! E=46 AS 12" (W)46�. I . 24 LF 12" PVC I / \I . I . SD 0 +469 45Z I / CB 18, TYPE X 0 4 I ll o PER COR STD 204. A:20+18.27, 15.20' RT RIM.465:33 46 Q IE=461.04r 12" (S)461 �1 IE=461:-84-12" (W)461 Cl- 36 LF 12" PV SD ®3 35 O I CB 14, TYPE W/ BI-DIRECTIONAL VANE GRAI PER COR STD 204, STA: 2Qt53.91, 12.22' A RIM: 464 E ZIE=459.64%" (I(I 24 LF 12" P (� SD 0 172 1.2 , O Q I W W I 3 0 3 0 0 U ti Z J lL HANDHOLDS, STEPS OR LADDER 12" MIN. SEPARATION 12" 12" (OUT) , IE=4585- 455.88 ELEV = 451.35 5'x 10' REMOVABLE MAINTENANCE ACCESS A Al w T79w hT LF 12" D.I. LSD 0 i I I E - WOOD FENCE CB 42, KC TYPE 2, 48" W/ SOLID. LOCKING LID / \ STA: --c--- -- RA465:50 12." (SE�455 56 IE=455 r 12" All 57 --� --- / G OUNTY � KING V / / / 460 o° CB 17, TYPE 1 / L �- \ ; W/ VANED GRATE . _ _ / - � -1 PER COR STD 204.2 ; \ 462 - \ STA:10+45.36, 12.21' RT / RIM.46+09 464.33 IE=466.40 8" (SW) SDMH 11, TYPE 27-W 99- / \ 4 460.38 W/ SOLID LOMNG LID / -464 51 LF 8" PVC SD -1UA:26+45.93, 39.37' LT / RIM: 464:29 463.16 \ 0 0.8ff IE=455.79 12" (E)455.83 / / IE=435.86 12" (NW)455.82 / F PERFORATED PVC - - IE=458.00 4" (N= / FOOTING DRAIN PER _ /_ STRUCTURAL PLANS / \ 112 LF-4" PVC SO / - - � - A I \ ® 0-ii 0.50% I 20' x 96' x 10. 5, Q I DETEN71ON / WATER I 5'40' REMOVABLE B IE=455.85 455.88 QUALITY VAULT MAINTENANCE ACCESS 11 LF 12" PVC sD ® 0.50% TRACT D a I I39 I I 36 LF 12 P Q�5'x SO® 1.037. '•REM I J MAINTENNINCE ACCE \CB #3, E 2-48" MH \ W/ 8I-DIFEC71ONAL VANED \ d GRA TE I �� PER COR STD 204.3 21 --- --- --- --- - IE=45+85 454.74 I I -- -- -- -- -- -- - IE=455.33 I I - - -- -- -- -- -- -- -- -- - 10.00' PRIVATE STORM i, � \ EASEMENT -I - - 12" VENTILATION PIPE WITH REMOVABLE CAP DETENTION / I WATER QUALITY VAULT (NORTH) PLAX SCALE: 1 "=10' ---- {I------, FINISH GRADE = 464-.ef 464.5f /\\/ /V PROF VAULT =,4��9� 461.96 4 d d ELEV = 4Ei�5 461.38 ORIFIi DOWN -TURNED ELBOW 5.5' LIVE STORAGE IE=458.85 DIA.=3/4" 12" FLOW CONTROL RISER ,-'PER COR STD. PLAN 237.0 CLEANOUT f W/8" SHEAR GATE � 4�5�5.88� WSE = 455..8 PIPE SUPPORT 3" x .90 GA. BOLTED OR IMBEDDED 2" IN WALL AT MAX 3' SPACING 3.5' DEAD STORAGE ORIFICE#1 ON BOTTOM PLA 7E IE=453.85 DIA.=3/4" WSE = 452.35 1' SEDIMENT I: 94X,FgMato] CONTROL STRUCTURE DETAIL Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah. WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Ell WA 98922 ■ Phone: (509) 674-7433 SCALE: 1 "=2'H; 2'V 0 5 10 SCALE 1 " = 10' FINISH GROUND 5.5' LIVE STORAGE 455.88 WSE = 455.85 a 3.5' DEAD STORAGE +_ WSE =. 452.35 i% DETENTION / WATER QUALITY VAULT (NORTH) SECTION A A SCALE: 1 "=10'H; 5'V FINISH GROUND 12" VENTILATION PIPE 5'x 10' REMOVABLE PROFILE MAINTENANCE ACCESS WITH REMOVABLE CAP FINISH FLOOR = 464:9f464.5f �VA�VA�VA�VA�VA\VAVAVA�VA�V��VA�VA�VA�VA�VA�VA�VA�VA� - \�VA�VA�VA�V��VA�VA�VA�VA �VA�VA�V��VA�VA�VA�V� TOP OF VAULT=/ 63. 0 / - /�\ 0 MIM. / E I A � � . °7 _ HANDHOLDS, 461.38 - STEPS OR LADDER - 12" MIN. SEPARA 110N WSE #6�35- - 5.5' LIVE STORAGE 32' CIP CONCRETE 3' DEEP BAFFLE - 455.88 WSE = 45585 2' MIN. ° 12" (IN) - 1 - 3.5' DEAD STORAGE IE 455+85 - ELEV - 450.97 ELEV - 451.10 2' MIN. ELEV = 451.35 - - WSE - 452 35 ELEV - 450.85 a5X ELEV = 451.35 f o .. .. ° ° . , - ► AT WALLS ° DETENTION / WATER QUALITY VAULT (NORTH) SECTION B-B SCALE: 1 "=10'H; 5'V R-411509 U S 7 ON • 91 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J 0 Know what's below. pHILIp Call before you dig. WAS`�rt _ (J� p ti � � �383� ,�C� TcU. � ONAL 0510112024 6 REVISED PER ASBUILT SURVEY CID 0411712024 SURVEYED: SDM SCALE: AS SHOWN HOR HORIZONTAL- AD9L- 83/1991 DATU M � CITY 0 E R E N TO N Planning/Building/Public Works Dept. SK YH OR SE SHORT PLAT PR 17- 000438 ASBUIL T TRACT D STORMWA TER DETENTION / WATER QUALITY VAULT DATE: 0611712024 L� C /7 O >- 5 REVISIONS PER FIELD CONDITIONS CID 09/15/2023 DESIGNED: NEM 4 REVISIONS PER FIELD CONDITIONS CID 09/28/2022 FIELDBOOK: PAGE: 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CID07/01/2021 DRAWN: TLK ONE INCH DRAWING N0: 22587 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: EDM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: CJA SHEET: OF: 11 20 Docu5ign Envelope ID:3B1B34D3-7EOA-476C-ADB3-4329FFEOC1QB Docu5ign Envelope 10: 3B1B34D3-7EOA476C-ADB3-4329FFEOC1O8 Dur.c6on Envelope ID 345B681D-914F-4F2D-AR59-7C1921)3B78A3 v J O J 0- LLJ C/ `L O O N N Z J L, SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT Ti-E REMANING NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALLBE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUC DON MEETING SMALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANTS CONTRACTOR- 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WFFH THE LATEST EDITEON OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ($RENTON SWDM), RENTON MUNICIPAL CODE (RMCI, AND THE STANDARD SPFCIRCATIONS FOR ROAD, BRIDGE AND MUNICIPAL pDNSTRUCTIpN PREPARED {1Y WSppT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA}. IT 5!-FALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TQ CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL 13E AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAWGE PLAN DOES NOT CONSTIYUtE AS APPROVAL OF ANY OCHER. CON5TRUCTION (E.G. WATER, SEWER GAS- ELECTRICAL- ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. S. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS S. THE LOCATIONS OF ALL EXISTING LMUTES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT FS THE SOLE RESPON5151LFTY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EWTS. 7- VERTIM DATUM $HALL BE NAVD 80 AND HORIZRNTAL R DATUM SHALL BE MAD B3 (WA STATE PLANE, NORTH}. UNLESS OTHERWISE APPROVED BY THE CY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. B. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MMMUM DRY DENSITY PER SECTION 2.03.N14)O - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATTDN AREAS, ALL TRENCH RACKPILL SHALL SE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. A OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CFTY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TC THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHEOLE$, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE ALE STAKED- t 1 ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL 13E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHENOTON STANDARD SPECI FIGATIGN FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE T NCH BOTTOM OR THE TOP OF THE FOUNDATION AL I7E RE MATERIAL, A$ 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 BABE ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 2N.10. AND 220,20 79. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1.2. OR 5 INS3DE AND OUTSIDE. m. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FFFMO WITH DUCTILE IRON. BOLT-LOCKINCy LID$ PER THE CITY STANDARD PLAN 204 M 204.20. 204.30. 204.40, AND 204 50 STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. . ROUND, SOLID DDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY. BUT OtFTSDE OF THE CURWGUTTER LINE . ROUND, SOLID LIDS 'DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHTOF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. SUILOINGS AND OTHER STRUCTURE$ SHALL BE PLACED IN ACCORDANCE WFIH TABLE 4.1 EASEMENT WIOTHS AND BUILDING SETBACKS LINES OF THE RENTON 5WDM 15. LIDS OF MANHOLESIGATCH BASINS WITHIN PUBLIC RIGHT-0E-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE+CATCH BASIN RIMS SHALL BE ADJUSTF-O TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN 17. ALL ORNEWAY CULVERTS LOCATED WITHIN CFTY $lIF. T-OP-WAY $HALLBE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.T SLOPE FROM t HE EDGE OF 1+15 DRIVEWAY TO THE BOTTOM OF THE DITCH, AdlnbL STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN La�rtin U DEPARTMENT NOTES (1 ❑F 2) Pastucha$/13/2020 DATE Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 18:4f SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 13 A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN TFIE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRER TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCKS FOR EROSION PROTECTION OF ROADSIflE DITCHES, WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TG A MINIMUM DEPTH OF ONE 11) FOOT AND SHALL MEET THE FOLLQWING SPECIFICATIONS; • 4 - B INC H ROCK 141) 4IM PASSING; . 2. 4 INCH ROCK i M - 4n PASSING; AND • LESS THAN 2 INCH ROCK (TO - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTE3tCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TOONSITE BMPS. 2U THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT,LOCKING LID MARKED "STORM' OR "DRAIN* SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE PRINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL 8E STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDEL TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED Qv MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTAL I. PROJECT CURBS- GUTTERS ANDIOR PAVEMENT 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 74D4.3I1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CFTY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED, ETC.) DF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE ESA"NG DUFF LAYER AND fiATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 2G4.0D 25 ISSUANCE OF THE SULLDIA* OR CONSTRUCTION PERMITS BY THE C17Y DOES NOT RELIEVE THE APPWCANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR L11131LITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT AGGEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AMC, MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER AC-IDNS NEEDED TO PROTECTTHE LIFE, HEAL-TH, AND SAFETY OF THE PUUUIC, ANI) TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PRGVIQEO. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAYTHAT MAY INTERRUPT NORMAL TRAFFIC FLAW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CFTY ALL SECTIONS OF THE W,%WT STANDARD SPECIFICATIONS I -ID TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CnY'S AOUIFER PROTECTION AREA {APR} SHALL COMPLY WITH SPECIAL REQUIREMENT 46 OF THE RENTON SWDM AND AOUIFER PROTECTION REGULATIONS (RMC 4-3-MO). 29. PLACEMENT OF SURFACE APPURTENANCES {CATCH BASIMMANHOLE LIDS, CLEANOLFTS, INLETS, ETC,I IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF STREET TRAVEL LANES. BIKE LANES, SIDEWALKS, AND GROSSWALKS SHALL BE AVOIDED WHENEVER POSS18LE ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA. REQUIREMENTS 2S. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWIM. S1. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS SEEN WETTED CONTINUCUSLY FOR AT LEAST 10 MINUTES- COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAYBE CHECKED USING A SIMPLE 9UCK�T TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALLAT ONCE, IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ARSORPTI¢N. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,DBO SQUARE FEET # PERMEABLE PAVEMENT- IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS IE G., PARKING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO T11E BUCKETTEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TD SCALE INTS) STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN [WOULMIN-7 DEPARTMENT NOTES (2 OF 2) arfin Pastuchk13/2020 MtEgglF iF3i LLU ^,w. 04"D DATE I 8:48 WASTEWATER UTAITV STANDARD NDTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE VV800TIAFVVA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVI=D PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 CA-RJM FOR VERTICAL CONTROL SHALL 13E NORTH AMERICAN VERTICAL DATl1M 1988 HORIZONTAL CONTROL $HIAL-L BE NORTH AMERICAN DATUM igOT1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHAM_ BE REFERENCED ON THE APPROVED PLANS 3 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. INi�UDING STREET USE PEIRMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF TH£ CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUSIAC WORKS INSPECTOR 24 HOURS IN ADVANCE OF SACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND CTHEA-S ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. B. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR OISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE ACOPY OF THE DIG TICKET ON SITE AT ALL TIMES 7- BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 1&INCHES. THOROUGHLY COMPACTING 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 THE PIPE SHALL BE ECUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SA4 fTARY SEWER PIPE SHALL BE POLYwNYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SOR 35, CWCJC905 OR DUCTILE IRON CLASS So, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED 8Y THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED HY A PROFESSIONAL ENGINEER LICENSED IN T-HE STATE OF W HIN T AS G ON IN ACCORDANCE WITH stANDARo DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE I WSDOT SPECIFICATION 9-039(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY t1 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANOA.RDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANOARD PLANS 8 SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEI)MNG SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF OWSME EROSION BOTH DURING CONSTRUCTION ANDAFTERTHE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR • PUBLIC W OAKS WASTEWATER UTILITY STP.- PLAN - 413 Arr arnrta DEPARTMENT Martin Pastucha�olz6l2 STANDARD NOTES .,,." .,.......,�.n. DATE 6 REVISED PER ASBUILT SURVEY CP 04/17/2024 SURVEYED: SDM z 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 3837�5 �'v 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CP 07/01/2021 DRAWN:TLK p S`SjONAL � 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: 0510112024 N0. REVISION BY DATE APPR EDM APPROVED: CA SCALE: N/A ONE INCH AT FULL --.- IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 10 1 1 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. S411503 R-411510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT CONSTRUCTION NOTES DATE: 0611712024 FIELDBOOK: PAGE: 22587 SHEET: OF: 12 20 7 ON u• 0 Z Z J La_ FACE OF CURB -61rI-- 51- P I"R 1 74 L TOP OF 112" R. ROADWAY t l / - I I � t 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -612--- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1.12 1724 TOP OF 112"R. ROADWAY Lo 11 6' - l DEPRESSED CURB SECTION AT SIDEWALK RAMPS G' CEMENT CONCRETE V R SIDEWALK RAMP VARIES OR LANDING FROM 6'T00 1 19"PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB -6 12'-_ SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1• 12' R. ROADWAY 2' I mt I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104-2 FACE OF CURB -612• - 5 12'_ _ 1' 2'R. I'R. FACE OF ADJACENT CURB T TOP OF 'n ROADWAY . P GUTTER SURFACE I PREMOLOED JOINT FILLER I E FULL -DEPTH 1 R. - e ur - EXPANSION JOINT 1 I.R. CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. L SLm standard plans 102 and 101.1 for curb oxpansion and contraction pint spacing 2. Expansion ion[ sfull be full depth, 3/8" (in.) premolded Joint filler. 3. For Depressed Monolithic Driveway Curb8 Gutter Section, see Standard Plan 10.4 2 STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS n DEPARTMENT _ ro munwnsuFwwL�NJPs.- - - -- _, _Y.IL�e _JLLtL -. 1ae Nort a IaF RarE s r oNJe ,1`eeuweo ,• w.Nsa+,ontlrn ce IeE aTO FW F1i ca a \ � •ia «ens e e t� FEE NDtF1 CFIlN1 cONCIlR J Iuiwn,w•n a cw4wmN FLaFspn, PrP� ace Nort 1, H FTO MNfF117 PLMVMW veal Will '. 'd€E'w01Fi6 - FrNraF. sit curt! nrPi WFaPANwNJ rm, r im icwFev*1FI _ .SECTION O ]FF atb...� i/ ImA. �} RB "e"A Nn DRr[xaNCe n it OAF t.I,Y _ - �. _�-eeyaWAle'ie�rwe REM IaORI SNDFMUWGA T[th GANEYMT w'nmwms sMCOA,.ow„1" i �I�wttFM. --II -, i CPAR cum a SUIT laea NOR 1i TYPE R 1 B - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER For NOTES STD. PLAN 104.2 G Q STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'F'R I I)DEPARTMENT ENTRANCE - TYPE RiB r. ,.•eke l,rn-n�•rrra P,Ak. N':• A:1,.,..n.,tr Encompass ENGINEERING IS, SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l a IssaQuah, WA 98027 IT Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. Is Cle Elum, WA 98922 ■ Phone: (509) 674-7433 3/0' PREMOLDED JOINT FILLER (TYP) URBa FRAMIERUNE TE i-8FHNCIR2 /8-R X 5111' DUMMY JOINT NCCWDM IN� AANNDa0UTTM W MIM ROADVOW TOPOF ' D ' AANBTbMWSECnON-WTINCLUUM ,'s• DICUMANOWrnMBIDITBA CILTONaAND -NOTRMDRM IN CURa ANO QUTTSRaD11Bi offNOMI CNN MilC omm SECTION O GENERAL NOTES: 1. The Intent of this design Is to fedlitate the removal of a catch basin WE minlinal dlstuftir a ; r of the CLf/b. 2. The expanslon Johns of the 9490 ASidewalk"I be'ad)ueted to be in - :I One wNh these, curb % I; expanaton Jotrda. ::� !'. • I fl ' I • r -; \ I ISOFjI 4C VIEW \vim/ CEMENT CONCRETE CURB PLAN - 101.1 PUBLIC WORKS INSTALLATION AT PRO) ' D: DEPARTMENT CATCH BASINS Kee, 0%4kox. DA . ( q ' CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH YCURB RAMP WIDTH - SEE CONTRACT PLANS LANDING LANDING I GRADE BREAK CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4'- 0" MIN. SIDEWALK - SEE NOTE 5 4'-0"MIN I Ill PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP,) SEE CONTRACT PLANS - * 4'- 0" MIN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) -SEE 318" EXPANSION j CURB RAMP STANDARD PLAN F-30.10 v r JOINT (TYP.) - SEE I v STANDARD PLAN F•30.10 GRADE GRADE BREAK BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT OR TO BACK OF CURB (TYP.) - . SEE CONTRACT PLANS CURB, OR CURB - - CURB, OR CURB - AND GUTTER - - - _ AND GUTTER - SEE NOTE 4 l DETECTABLE WARNING SURFACE - SEE NOTE 4 B FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 w 0 0 1O CONTRACTION JOINT (TYP,) - SEE STANDARD PLAN F-30.10 Z FOR CURB RAMP LENGTHS GREATER THAN 8'- O" PROVIDE LL PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC. Y TYPE PERPENDICULAR A TYPE M DETECTABLE WARNING SURFACE - (S SEE STANDARD PLAN F45.10 0 4'- 0" MIN 15, - 0" MAX. (TYP.) GRADE BR6 SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COLIN SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% f 7k=a T 1 LANDING CURB RAMP °• RAISED EDGE DETAIL ' ° siDEwuK LEVEL ..I 1? EXTEND SIDEWALK TRANSVERSE 1.7 r P 3. t ) PRENOLDE0 JDWI FUAR 1?(IMR I JOINTS TO INCLUDE RAKED EDGE Trp10AL WHERE APPLMiUIIL All R10 loY 1 IW JINJ R (TYP.j j FOR CURB DRAAS UY _ SEE STO RAN 10, Pt4 P, J STING ROADWAY 1' R •- �••!a� i StEE e<`u•�'- Lam' • CRVSHED ROCK RAS n � Y SEE RAISED EDGE I.-P SIDEWALK DETAIL -TINS SHE TYPICAL UNDER F CRUSIED 9IALPACWO TOP COURSE(CSTC) SIDEWALK 5 PA ALL ES MIN W S; i0 OY MODIFIED PBY sLGPFA WITH RAISED EDGE ENGINEER) 9 R) TYPICAL WANED er 1rt (a4RIIYPI GUTTTNEER)TYPCALUCM UNDER . CURB GUTTER a ITER TO E Ir T ICKNE _ M I r�� FOR CURB DETA'LS MATCH GUTTER ROADWAY RUSIIE ROCK �% SEE STU PLAN 10, MATCH WHICHEVER ROADWAY GREATER ER (TYP FOR ,H� '1 ALL CU a GUTTER GREATER (TYP FOR 2 •P TOP OF CONCRETE SURFACE e All( ADJACENT TO CURB 1. P t' P MIN DING I? (IN) R EITYP.I 1 FOR CURB DETARS SEE SID PLAN 101 eo BRIDGE OR PEDESTRIAN 5�SL U, RNUND � tN` FOR cuae oETAIls ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STU PLAN tot (STEEP FILL SLOPES) CONTRACT PLANS �� ----WALL OR BARRIER I I 1? (IN) R (TYP ) FwsH I I SIDFWALX 1!% e •• r• y 1? t4R VERTICAL WALL - SEE DETAIL Sro' RR PItEM0.DC0 7 JOINT FILLER p ADJACENT TO CURB AND RAILING OR WALL PRE&. JOINT FILLER FOR BIDE SUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1?6hl R. 1 N W) FOR CURB DETAILS t!% 1.5%ML4 r BEE STD PLAN tot ,,, t BROWEDFINISH ) V. 1 ORANTCNIEXISTING ,D' 4•w10[SMOOTH S `�1 TROWELEDPERNETER FINISHED GRACE 1• R P O WTIN TOPOF CONCRETE SURFACE FOR PWlTilq -FLUSIt IF PAVED 1d'0 g•d ® �' CEAIENTDGUT ETCCURB OW ADJACENT TO BUFFER STRIP / / \.\ (Curet AND currER SRDsrN1 SEE IB PLAN I� �7 y wTov4' NOTES f1 t. Four loot of trio sidewan vndm shot L.�' be the mirllmUm pedestrian C(XJTRWALK JOINT a ',Fe,• Ira% l IN SIDEWALK ' , FT► eaesslola mute = hoe of wrti al , ► • ''?• �O .' and hort-tal Obstructions Grainigs, 6 "�; 'F 'e ACCESS COYers, Junction Boxes FULL-DCPTN WmsION JO NI IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK hit M AUN IOLI) appurtenances wthin the sidewalk `� fro• C CONTRACTION JOINT must be Rush with su face, and match Grade of tho sidewalk. JOINT AND FINISH DETAIL P•• 2, Manolnhlc Cemen[Concrete Curband 'a ••:',.f �• sidewalk IL not wromed In new For other referenced NOTES see . tong-tipn. When replacement work STD PLAN 1042. neto un. I Morlolithlc Cernl P� Concrete Curb build per WSDOT JOINT �� Standard Plan F-30AO-03_ Paved surfaces must comply whit E FULL-0EPTT1 3. Concrete to be 4.000 PSI. STET PLAN 102.1 as applicable. EXPANSION JOINT PUBLIC WORKS ;:R)DEPARTMENT CEMENT CONCRETE SIDEWALK STD. PIAN - 102 3�t' tC A NOTES CURB RAMP WIDTH 4' - MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP R WIDTH -SEE CONTRACT PLANS wit must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break 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. MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4' - 0" MIN * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I yr (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I v. Contract Plans for width and placement of sidewalk. v 6 The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian yr Curb, or Sidewalks. / 7 The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 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 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. DO not include the SEE STANDARD PLAN F415.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. L9. 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. PLAN VIEW ERPENDICULAR B LEGEND I/Vr4 WITH BUFFER) - SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR * DESIGNIFORMWORK (2 % MAX.) 2 SLOPE - * * 7 5% OR FLATTER RECOMMENDED FOR DESIGNfFORMWORK (8.3% MAX.) OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGNIFORMWORK (10% MAX.) T DEPRESSED CURB AND GUTTER - 1 SECTION OA SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT -SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R, TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O I ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT REVISED PER ASBUILT SURVEY GO , z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 v� 3 REVISIONS PER CITY COMMENTS DATED 612312021 ` isT>; ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SIGNAL nc: /n1 /one 1 N0. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT SCO0 1r+sy ill FA, 100 28680 O cll� 40 RCfSTBR� \� �S"ONAL /cII:I, .,run 'I'-Ito-N, a\I All PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 4f'l4riGZ. �� _ nI _ r J,ln _ �a •A1 Allik STATE DESIGN ENGINEER if Washington State Deporhnenl of TransporlaKon CP 04/17/2024 SURVEYED: SW CP 0911512023 DESIGNED: NEM CP 09/28/2022 CP 0710112021 DRAWN. TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CA SCALE: NOTES 1, Not used 2 All ramp and landing edges shall be separately formed. 3 Utilities structures that must remain are to be made nonl or non-skid. •t Utilities structures such as vaults and junction boxes shall not be located In the Pedestrian Access Route (PAR) of the Pedestrian Cimulation Routa. 5 Drainage appurtenances, such as manholes, catch basins etc shall not be located in the PAR These shouts be located in the street or the buffer strip. G Accessible pedestrian access shall be provided for during construction, ✓ o STD. PLAN - 102.1 UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK �� 17J N O uF areas ar,merm,n, walk wole Adnwvar.tw I 1' 1' VARIES 1' 1• IF... MIN I MIN I SPECIAL NOTE EVENTIN THE PATCHES WTHIN EAF AFFECTED STREET. THE LENGTH I I I OF THE PATCH SHALL BE EXTENDED TO I i INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REWIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND I I SO ON UP TO A TOTAL OF 300 FEET . I i FACE OF GUTTER OR EDGE Or PAVEMENT I I TRAFFIC FLOW 2" HMA I I CENTER LINE OR I LANE LINE 2" TO 8" HMA III 6-5' MIN. 2' DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5MIN. 1' 1 ES i•� VAiI�-I 1 1' Ir DEPTH OF EXISTING PAVEMENT MIN I MIN I I MIN I MIN 1 2" I SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W 2" - 6" MIN, HMA (SEE NOTE 2) \6" (EACH SIDE) CRUSHED SURFACING tOP COURSE (CSTC) 2" HMA PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(i)) PER WSOOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER 8ASED ON GEOTECH REPORT, COMPACTED TO 95% MOOIFJED PROCTOR. WIDTH OF TRENCH AS REWIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) E FOR PLUS NEEDED, ALLOWANCE FOR ANY SHORING. SHORING. IF SHALL MEET THE REQUIREMENTS OF WSDOT PIPE ZONf BEDDING. MATERIAL- SEE STANDARD STAND STANDARD SPECIFICATION 7-08.3(i )B PLAN 110.1. TRENCH WIDTH FOR NOTES. SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD, PLAN - 110 PUBLIC WORT DEPARTMENT FLEXIBLE FLEXIBLE PAVEMENT OR RIGID I` ��A,�� WITH OVERLAY li N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Know what's below. Call before you dig. vRi CITY OF RENTON Planning/Building/Public Works Dept. CEMENT CONCAFIE S CURB 6 GUTTER WE NOTE 31 CE1,OJf - 1Jm11ESSED MONOUTWC CONCRETE ` - CViB a GUTTER SIOEWALK % - EBEE DETAIL 743 StEM - TYPE C28 - ISOMETRIC VIEW - (COMMERCIA'. , WITH BUFFER) NOTES I. When a dnvewsy width exceeds 15 fees Construct a full depth expenslon )dnl YrtM 3J8' pint roar abnQ tha dIY Wr1B Ilnas TACOr 4aa (see old plan 102). Construct expansion )oinx parallel with the am C oan,Nne as requlmd at 1S maximum spacing when divawey CONT1w- -oN jom - width* exceed 30'. •mR'V1E9 1a r b 1R R ID,pNMY 2 See slid. plan 102 for sidewalk details _ 1 3. Curb and gutter shown, other curb deslgnia may be specified. • ' : I See etd. plan 101 for Curb details. t► 4 Not used I - I- Y- 5. The engineer will design all driveways to Include elevedons at all r --i NVTIL ONNMVLmneaw IWAHB h points marked with symbol 'X'. Alt ebva',io" ere at the back of DEPIWSM 1p OLnl` CCLMS OU" IER DLZK curb top on uphill side. 6 ND: used 7 For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion jovils (see s:d plan 102) shall De spaced as shown In the CarcesptxldRp Yome'J1c New. B. Slopes shall comply with seo'Jona R303.2_1 or R3032.2 or FACE OF ADJACENT CURB R3D32.3 of the Revised Draft Guidelines for Accessible Public - 1• Rights-af-Way of Nov®bit 23, 7005 (PROWAO). ' 9. Curb ntuma far any Type C-MAX Driveway may be approved on 1'R _ a cessrtly taee base; i� y--oURER SURFACE 1' R 10 STREET STANDARDS - Renton Municipal Cede (RMC) ', J TNe IV Development Regulations • ..' CRAM 6 STREET AND UTIUTY STANDARDS ` Secflan 41606C STREET STANDARDS DEPRESSED CURB DETAIL A r RESIDENTIAL OR CONT ERCIAL DR.'VEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Muraclpal Code (RMC) _ Tide IV Development Resulauoro DIIVeWay Examplo: TYPE C1 B l CHAPTER 4 R•IYslaelel C-OMlwwal CITY WIDE PROPERTY DEVELOPMENT STANDARDS IeaerdWlr. - Section 4J-080 PARKING, LOADING AND DRIVEWAv (IEAMIsL�sCF•mwda0 REGULATIONS M4sseYlaYla ssP1 8rI1s•lbBLaM1r PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 6M. PLAN - 1042 Q E/fy�jl a DEPARTMENT ENTRANCES -NOTES AND DETAILS LANE LINEVARIES: 4.5' MIN. MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1• - D F EDGE 0 P AVEMENT. EDGE 1 OF CURB & OR MIN. MIN. CENTER OF LANE MGUTTER,ARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEDTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B IT FOR STORM AND WATER PIPE, PER STD PLAN 220-0 F-� • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A p4 SIEVE AND LESS THAN 5% PASSING A y200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN V. RESIDENTIAL ACCESS STREETS - HMA CL I" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD, PLAIT - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH OVERLAY 1 R-411511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT CONSTRUCTION DETAILS Q J 0 Z Lv C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 13 20 Ln DocuSign Envelope lD 345B681D-914F-4F20-AB59.7C19203B78A3 DocuSign Envelope ID. 7CDD88BC-C843-439E-9366-C6DBBOF8BB87 DocuSign Envelope ID 345B681D.914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope 10 345B68l D-914F4F2D-AB59-7CI92D3B78A3 DocuSign Envelope 10 345B681D-914F4FZD-AB59-7C192D3B78A3 0 CN l{- I,� Q z J U_ BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA BC (SEE DETAIL) RENTO O SEWER ti ... �. PP COVER & FRAME PLAN VIEW 25' DIA [635nn17/4' r251n' n] 8 3/4' 2 1/2' [222nn1 [64nn1 TYP COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS RUBBER WASHER BOLTING DETAIL 26 112• DIA [673nn1 25 1/4' DIA I1/4' 1 1/16' 641nn] t t/16' 1/4' (6-) DIA Ir (27nn1 [6nn) r C27nn) NEOPRENE GASKET .1 6. [152nn1 [3nnl -! (R3Bnn] 1161,Iml 23 3/8r594A �L OPEN IA GASKET GROOVE DETAIL 27 5/16' D (694nn1 34 1/8' DI 67nnA [ 8 7 NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY _�:TLTJ "SEWER") STD. PLAN - 401.1 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER _ -/ DEPARTMENT (CITY -OWNED) Martin PaStUCTI-d26/20z lkl{11DU-LL9U DATE DocuSign Envelope ID: 6EECF586-602A4E4A-B436-A317AA638878 ONE #3 BAR HOOP FOR V HEIGHT INCREMENT (SPACED EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION E 'L0 � #3 BAR EACH CORNER SFFN� �oTF„ #3 BAR EACH SIDE 1J•' �✓ 03 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12*CONCRETE ALL METAL PIPE 15" CPSSP•, tY STD. SPEC. 945,20 SOLID WALL PVC, STD. SPEC. 9.0612(t) 15' PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1 AS ACCEPTABLE ALTERNATIVES TO THE RESAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF D.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0-12 SQUARE INCHES PER FOOT MAY BE USED, 2 THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20' KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO V MAXIMUM. PROVIDE A 1.57 MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. I THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4 THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF 1H-24V OR STEEPER, 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION- 7 ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 1W MIN STANDARD SPECIFICATION W20.3(2). 8 ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 904.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. 9 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OIHERWISF NOT[0, DRAWING IS NOT TO SCALE (NISI STD. PLAN - 200.00 • PUBLIC WORKS APPq E0. DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE 1 12:' :45 A Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 IT Phone: (509) 674-7433 BOLTHOLES - �3 PLC` EOUALLT SPACED 120' APART ON 23 1/16' (586PIP1) DIA B.0 ESEE DETAIL-' COVER & FRAME PLAN VIEW 1 1 1 t- ' l = I COVER SECTION VIEW COVER BOTTOM VIEW 3) BLT 'MC (ALLEN HEAD) 5/8'-11 X 1-5 SS RUBBER WASHER BOLTING DETAIL 26 1/2' DIA C673mmJ 25 1/4' DIA 1641nrgl Itirvn1 I - '4' (61yn) DIA C27r1 ' 1 1OPRENE GASKETIf 1� 1 =, 78' j C16nnl ._ 3 3/8' DIA CL OF�'EN - 1594nr11 GASKET GROOVE DETAIL 27 T./16' PIA C69i4MMJ 4 1/8' DIA_ _ E.TI• rn NOTES' FRAME SECTION VIEW I- ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No, 3717C1 OR EQUAL. 2 USE FRAME AND COVER FOR STORM (SPE'T Y "DRAIN" ON COVER), SANITARY (SPECIFY ,•-F'NEP-'). OR WATER (`_?.PF(-IF',' "11VATFF,. STD. PLAN - 401 • PUBLIC WORKS DEPARTMENT MANHOLE FRAME PPRD AND COVER GAZ 9/11/2019 DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX, ) MORTAR. (TYP). SEE NOTE 5 4'MIN. 28' MAX. 1E MAX. FLAT SLAB TOP 48-.54- ST 7r. BP. 96', 120" OR 1 N'o SEE NOTE 6, TYP, IV MAX. FOR MAINTENANCE STEPS OR LADDER �- 1r RYP.1 �e I- 1 MIN. 2.6' IN REINFORCING STEEL O" RING MIN. 1r 12' MAX. (TYP-) GRAVEL BACKFILL FOR PIPE ZONE 1T BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.1213) 8' 6' SEPARATE BASE I ASE PRECAST PRECAST WITH RISER NOTES: 1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' GR 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 BE CAST INTO THE ADJUSTMENT SECTION. 4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2" PROVIDE MAXIMUM. PROVIDE A 15' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3 5. ALL GRADE RING6, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 6 WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPEUSE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. • PUBLIC WORKS DEPARTMENT CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 4r 4- 6• 36' 8' Sr 4.5" 8" 42" r 48" r 7r 61 8• 8D" 12' 1. 6 lr 7r 12' 9V 8' 1r 84' tr 120• Io' IT 96- 12' t44' 12" Ir 109" 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CP39P' SOLID WALL PVC PROFILE WALL PVC 1. 1. 3V 24' 30' 1. 54" 1. 36" 30, 36' 36" 1. 36" 42" 36' 42' 42. 72' 42" 1. 42• 48, 48" 1. 54- 6V 1. 48• 1. 96' 60• 72" 60' 4W 1. 120' 1 66" 84' 60• 48• 1 48" 144" 7V 96, W 48• 48" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-05 20) ' STD. SPEC. 9.0SA2(I) ' STD. SPEC. 9-05.12(2) CATCH BASIN TYPE 2 I UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE tNTS) STD. PLAN - 201.00 PR GAZ 9/28/2018 1 DATE :12 P :45 A RECESSED Not to Scale LIFT POCKET FRAME u I� 3/4" LETTERING "SEWER" 1 -0 DIAMETER II SEWER ® (2) SOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS E_, o a IT STEEL REF PART #00981177 0 1-3/16" T SEE NOTE 3 10-1/2" SAND OR EXPANDABLE = FOAM T 2-1/4" BOLT DETAIL 1�- 14" 4,5 (1/8) BEND CAST IRON RING AND COVER G� P� ,0 J� �O P' PIPE MATERIAL AS SPECIFIED C?� BY THE ENGINEER 45' (1/8) BEND NOTES, 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS. POUR A 8" THICK, 3'-0' SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 .p PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN Martin PastUCtW26/202 w EMIT DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 BOLT DOWN SLOT. I ilr SEE DETAIL AND NOTEI 3N' 1 1,14" TI I I I I BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE' &F RECESSED LETTERING ISOMETRIC I 12:! NOTES: 1 BOLT -DOWN CAPABILITY IS REWIRED ON ALL FRAMES. GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 51W-11 NC X 2' ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 REFER TO STANDARD SPECIFICATION 9-05 15(2) FOR ADDITIONAL REQUIREMENTS 3- FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 • PUBLIC WORKS °q0 OM DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 DATE 6 REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS �.Q 38375 cy� 3 REVISIONS PER CITY COMMENTS DATED 612312021 o`r`S ONASL 2 1 REVISIONS PER CITY COMMENTS DATED 410712021 N0. REVISION CP 0411712024 SURVEYED: SDM CP 0911512023 DESIGNED: NEAP CP 0912812022 CP 0710112021 pRAwN. TLK CP 0410812021 CHECKED: EDM BY DATE APPR APPROVED: CJA :45 N rW (SEE NOTE 7) LIMITS OF PIPE ZONE 6" BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL / j: /jj . /% O.D. of PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS Martin Pastuch&/26/202 r�Dseea.wu DATE DocuSign Envelope ID 6EECF5B6-602A4E4A-B436-A317AA638878 �. FLow OUTFACE IO STREAM DUMP MO POLLU TA MS `BOLT -DOWN SLOT. SEE DETAIL AND NOTE 1 1' 5' 5" 5' 2V 5' 5' 24" j 4 EQUAL SPACES -1 Imo- 4 EQUAL SPACES - 1 T I I I 3' T S'8• MAX. J SECTION A SECTION B NOTES: 1 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED- PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS THE FRAME SHALL ACCEPT THE WW-11 NC R 2' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 REFER TO STANDARD SPECIFICATION M5.15(2) FOR ADDITIONAL REQUIREMENTS. 3 USE ONLY IN SAGS ON VERTICAL CURVES. 4 FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTE D. DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 204.30 • PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL KPPROWD. DEPARTMENT VANED GRATE GAZ 9/28/2018 1 DATE SEE NOTE 1 1 12 SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE CITY OF RENTON LOGO SHALL ONLY BE USED ON THOSE LIDS WITHIN CITY OF RENTON RIGHT-OF-WAY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Know what's below. Call before you dig. ti C TY OF RENTON Planning/Building/Public Works Dept. :45 m r-T-r -1 �EX. SEWER MAN i i I I I PROPER LINE SPOOL (LENGTH AS NEEDED) 1 3'-0" MIN •"�( II c 6" SEWER STUB I ' FUTURE 4" SIDE SEWER r� 2'K 4' STUD MARKING POST PAINTED !\ CAP WHITE WAIN THE WORD 'SEWER' STEHCIL(I- `SEWER MAN TEE X 6" TEE i I W IN 3" HIGH BLACK LETTERS AND /6 WIRE SIDEWALK I WRAPPED AROUND THE STUD AND ' ' ' EXTENDED TO THE TOP DF THE STUD I I I I I ILL t �.A COUPLING (TV) L_J_L._________J � 3 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVE,, (EAST APPROVED EQUAL. SPECIFN IRON KY "SEWER- ONO LID). OR CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I E CONCRETE PAD TO SE 8'IN DEPTH rr--------- I l ---I T BEND AS 1� g" REWIRED /EXISTING SANITARY / SEWER MAIN -a ---2 01L 41N SLOPE 1\\ `FUTURE i SIDE SEWER t \ 6' SEWER STUB 6'x6-X6' WYE IFUTURE 6"N 4" REDUCER 1 SEWER MAN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC -TEE' USING -STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 8 CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC t C900 PVC MAIN - CUT R4 NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAUL - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "IEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOAL). F HOPE - CORE-DRILLEO WITH A ROMAC SADDLE 'INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE XOR-N-SEAL BOOTS OR APPROVED EQUAL 1NOTES O R 0 TO INSTALLATION OF A SANITARY SEWER STUB. A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SMALL HAVE A MINIMUM i APPROVED Y THE P 2 SLOPE UNLESS OVER B E PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 5 T-1E SIDE SEWER STUB SHALL HAVE PIPE BEDaNC IN ACCORDANCE 0-Ii STANDARD PLAN 405 A `.rWTR STUBS SHA..L RF -: =rALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUBPLAN-406.1 PUBLIC WORKS INSTALLATION `APP DEPARTMENT Martin PastucbliV26/zoz (SEWER MAIN TO PROPERTY LINE) , DAB DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB34329FFEOC108 121LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120' APART ON 23 1116" DIA. B.C. RENTON� 0 DRAIN (1) 1- DIA PICKHOLE PLAN VIEW 1114"LETTERING 2s DIA I:a• L-I 211r E` (TYP.I'1 COVER SECTION VIEW 26 1tr CIA 25 U4' Ohl 1F4' DIA NEOPRENE GASKET � 78' n I I 518' au ..o ., �,. ..L OPEN 27 5116" DIA. 34 VV DIA. COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5 _I I x 1-5 SS RUBBER WASHER EON BOLTING DETAIL NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717CI OR APPROVED EQUAL UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - Z04.50 • PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT artin PBstucha8/13/2020 (PUBLIC) ppspmr�p . �;C�:;,-Ah.P6.'14.4D DATE 1 8:48 6]6 • w 14 R-411512 S-411504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0 DATE: LLJ SKYHORSE SHORT PLAT 0611712024 Cry PR17- 000438 PAGE:FIELDOOK: ASBUIL T AGEI O DRAWING N0: CONSTRUCTION DETAILS 22587 SHEET: 14 OF: `-' J Ln DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 PIPE ZONE BEDDING AND BACKFILL SEE NOTE 4 LL.J FOUNDATION LEVEL -\ LLJ O w z z J TRENCH WIDTH.JI SEE NOTE 3 I r S' O.D. T 1 FOUNDATION MATERIAL, IF REQUIRED. SEE NOTE 5 TRENCH WIDTH. SEE NOTE 3 PIPE ZONE BEDDING AND SPAN BACKFILL. SEE NOTE 4 TT RISE FOUNDATION LEVEL r FOUNDATION MATERIAL l IF REQUIRED. SEE NOTE 5 \y PIPE - ARCH RIGID PIPE NOTES: I PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.O. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH, 3 SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH 4 PIPE ZONE BEDDING AND RA KFI L MATERIAL LL SHALL BE PLACED 6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN i0 FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD W50OVAPWA SPECIFICATIONS SECTION 9-03 17 ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03-914)) MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER IFTI PUBLIC7 PRIVATE? OF THE APA7 CORRUGATED STEEL PIPE 20 YES YES YES SPIRAL RIB STEEL 20 YES YES YES PIPE PLAIN CONCRETE PIPE (PCP) 20 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) CORRUGATED OR SPIRAL RIB 2D YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 VES YES VES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12' TO 24" Ir 30"TOO 96' DIAMETERl3 1 "T 7 02 80 48' PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18"TO 38' IT 43• TO 142' SPAN 13 148' TO 199' 46' UNLESS OTHER WISE NOTED, DRAWING 15 NOT TO SCALE INTS) I am STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND APPR f0 � DEPARTMENT COMPACTION RIGID PIPE GAZ 9/28/2018 I DATE 1.5" RADIUS B (TYP.) A go D L \,---0.3" BORDER (TYP.) B A CEI SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 8" VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT >40MPH) 12" VARIES 8" 611 5' GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0,080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN (REFL.) POST MOUNTED TD. PLAN- 134 ®PUBLIC WORKS STREET NAME SIGNS EROVED: DEPARTMENT eL 7/30/2018 DATE :45 AN Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 R IssaQuah, WA 98027 R Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. IF Cle Elum, WA 98922 IT Phone: (509) 674-7433 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 ^.� 314' FLAT FACE GOTHIC D DObD 5 STORY D q' DOG❑ 8-t10"DIA T I I11 10.1/Y DIA (2) 318'-16 SS SOCKET HEAD CAP 15' DU 11) OPEN PICKHOLE 1' SCREW (ALLENHEAD) WIVISHRS 5 9" ON A S" DU BOLT CIRCLE CAST IRON FRAME AND PAVED AREA (TYP.1 COVER. SEE NOTE 3 72• EXTEND CLEANOUT PO SER (DIN IFS --III 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN FERNOO GASKETED QUIK CAP OR SIMILAR DESIGN PONDING - _- ELEVATION 4MBED COBBLES 8" CLASS "B- PER ER WSDWSOOT 84)3.1112) ASPHALT, SEE NOTE 4 1 L 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSOOT 9-03.12(4) J CLEANOUT RISER, SEE NOTE 2 CLEANOUT RISER SOIL TIGHT 45' BEND SEE NOTE 2 --- WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 � CLEANOUT RISER LOCATED WITHIN { + BIORETENTION PONDING AREA 1^/ r I'� IIII�III TO OVERFLOW S, `}61�T1� 1[l STRUCTURE OR s1"j`1 STORM MAIN _. - MECHANICAL PLUG OR -,1I-INUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: I DIAMETER TO BE &INCHES MINIMUM PRIVATE &INCHES MINIMUM PUBLIC UNDERDRAIN PIPE PER STD. PLAN 262.10. 2 CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN. FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE 3 FRAME AND COVER SHALL BE EJ PRODUCTS 3675ZIPT AND 3675APT OR APPROVED EQUAL COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MAHKLU'S I UR%C OR "DRAIN' 4 FOR CLEANDUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF MORETENTION PONDING AREA, POUR 8' THICK, Zx2 SQUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,OD0 PSI. GENERAL NOTES, 1 CLEANOUTS FOR UNDERDRAIN. FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE AND AT EACH END OF AN UNDERORAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANC ACCESS TO ALL PIPES. E 2 ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTKIN PONDING WHERE POSSIBLE, 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 PUBLIC WORKS (D DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 C D DATE MUTCD SIGN R8-3 (MODIFIES) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE: NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) BANDS TO MATCH STREET LIGHT POLE COLOR, 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATION EXCEPT ON STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN. I 18 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB34329FFEOC108 'j.` ADDITIONAL LADDER RUNGS (IN SETS) TO Z MIN. CLEARANCE TO y$ \\�\ ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR \ WHEN CATCH IS FILLED WITH WATER TEE INCLUDING ELBOWS / \ REMOVABLE WATERTIGHT COUPLING OR FLANGE ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 ANGLE AS / NECESSARY, / \ SEE NOTE 7 T MIN. El MAX 2'MIN.--�� PLATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER FRAME 6 SOLID COVER MARKED'DRANI' WITH PAVEMENT LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 IBA MA%. VERTICAL BAR GRATE FOR SECONDARY INLET 8" MIN. DESIGN WATER ELBOW RESTRICTOR.RFA'L� SEE DETAIL AND NOTE10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 8 r 12' (TYP. ) 1.5 . D }i} SEE NOTE B (TYP.) MIN. Z MIN. T- I D ISOMETRIC i --(- OUTLET PIPE. SEE i INLET PIPE NOTES 1 S 5 2' MIN SHEAR GATE WITH CONTROL ROD FOR INVERTAND CLEANOUTIDRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER) 12" SECTION OF PIPE ATTACHED BY PER STO. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL Z MIN- 12' WELDED RESTRICTOR PLATE WITH ORIFICE DU AS SPECIFIED. SEE NOTE 10 NOTES: SECTION A 1 USE A MIMIMUM OF A 54' DIAMETER TYPE 2 CATCH BASIN Z OUTLET CAPACITY 100-YEAR DEVELOPED PEAK FLOW. 3 METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5 4 FRAME AND LADDER OR STEPS OFFSET SO, A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUM&DOWNLESPACE IS CLEAR OF RISER AND CLEANOUT GATE . C. FRAME IS GAR OF CURB. 5- IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPEOUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE ID. LESS I 6 PROVIDE AT LEAST ONE 3' X 090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-O' VERTICAL SPACING) 7 LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN B_ LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER, 9. WHEN CONNECTING TO A NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE 10 IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REWIRED UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NUS) STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE by: DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 0 ".1{iiiWBB149D. DATE REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38373 REVISIONS PER CITY COMMENTS DATED 6112312021 ISTE ��`" 2 REVISIONS PER CITY COMMENTS DATED 4110712021 `SIGNAL n� /n'E /one t N0. REVISION 18 DocuSign Envelope ID: 3B1B34D3-7EOA476C-ADB34329FFEOC108 5'.10' GRATE. GRATED ACCESS DOOR, OR LOCKING 18' MAX. FROM CENTER OF ACCESS PANEL OVER SECOND CELL, FOR VAULTS FRAME TO STRUCTURE ACCESS COVER OR DOORS REWIRED. WHERE SURFACE AREA OF SECOND CELL IS WALL FOR STEP ACCESS GREATER THAN 1.250 SQUARE FEET, 4%OF THE - - - - TOTAL SURFACE AREA MUST BE GRATED AND A 5'.1 V REMOVABLE LOCKING PANEL SHALL BE PROVIn FO OU ET _ LADDER WETPOOL V'SHAPED BOTTOM - WIDTH _ ______ _____________ -_-_ \\ INLET B" MIN. GRAVITY DRAIN A ` REMOVABLE BAFFLE OR WALL. SEE NOTE 2 SEE NOTE 7 (TYP.) • �� e-MAX. FROM EDGE OF OPENING TO STRUCTURE • WALL FOR STEP ACCESS FRAME AND SOLID COVER WETPOOL LENGTH IT MIN. VENTILATION PIPES AT MARKED'DRAIN' WITH LOCKING BOLTS PER STD- CORNERS ITYP .I, SEE NOTE 6 PLANS 2D4-40 AND 204.50 4" MIN. ' PLAN VIEW 6' MAX '• '' �' -'�' -' �' �' SIZE TO CONVEY 100-YEAR FIRST CELL SIZED FOR LADDER DESIGN FLOW WITHOUT 25%T035%OF SHEAR GATE OVERTOPPING. B'MIN. WETPOOL VOLUME WATER DUALITY (WQJ DESIGN 1Z,MIN WATER SURFACE IWSb7 INLET .' 12'MIN. IT �Y OUTLET WITH CAPACITY TO CONVEY 10D-YEAR DESIGN 12'MIN, WETPDOL FLOW WITHOUT OVERTOPPING D DEPTH SEE NOTE 71TYP 1 • MAX��74 3' MIN. REMBAF4�7T 2' MIN, i �� VALVE GRAVITY DRAIN OF GRADE ALLOWS(. PLACE AS LOW AS GRADE ALLOWS BUT MUST BE 6- BOTTOM SLOPE 0.5%-2% MIN. ABOVE THE BASE ELEVATION OF VAULT TOWARD INLET END WALLS OR ABOVE SEDIMENT STORAGE AREA SECTIONA BOTTOM SLOPE CIS%-2%TOWARD OUTLET AVERAGE SEDIMENT STORAGE END OF SECOND CELL (RECOMMENDED) 12' MIN. (FIRST CELL) ACCESS DOORS OR REMOVABLE PANEL SEE NOTE 5 WO DESIGN WS 0--\/�\\/�\\ T MIN. 4' MIN. 5y, MIN. (TYP 1 AVERAGE I SEDIMENT , STORAGE FIRST CELL) NOTES: SECTION B 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA 2 THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5fD0T . 10FOOT REMOVABLE MAINTENANCE ACCESS MUST BE PROVIDED FOR BOTH CELLS. 3 FOR VAULTS UNDER ROADWAYS. THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER. TO FACILITATE REMOVAL OF SEDIMENT. UDDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE. 1. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS. IS 36INCHES - 5. REMOVABLE PANEL SMALL BE AT GRAD HAVE STAINLESS STEEL LIFTING EYES AND WEIGH NO MORE THAN 5 TONS PER PANEL E 8- VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERDESI ED. BUT GNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 7. WHEN CONNECTING TO A NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-WSEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 8 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 249.20 • i PUBLIC WORKS so ib v: +1� DEPARTMENT WETVAULT Martin Pastucha$/13/202 (iD9iBg49D_. DATE REQUIRED DIMENSIONS 8' FOR ROCK LINING 12' FOR RIP RAP TABLE 4.2.2.A. ter" PLAN NTS PLACE ROCK V ABOVE CROWN BOTH SIDES OF CHANNEL FOR "A" < 8' - ONE SIDE OF CHANNEL FOR "A" > 8' - I-1' MIN. DISCHARGE PIPE I i � FILTER FABRIC LINER UNDER 1' OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A PIPE/CULVERT DISCHARGE PROTECTION CP 04/17/2024 SURVEYED: SDM CP 0911512023 DESIGNED: NEM CP 09/28/2022 CP 07110112021 DRAWN. TLK CP 04110812021 CHECKED: EDM BY DATE APPR APPROVED: CJA NTS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATA M I b: DocuSign Envelope ID: 6EECF5B6-602AAE4A-B436-A317AA638878 PLANTING BEDSIUNDISTURBED UNDISTURBED TURF(LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBED GRASS: SEED OR SOO NATIVE VEGETATION 0• UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS 1'4' ARBORIST WOOD CHIP MULCH. SEE STD PLAN 262 60 3"OF COMPOST INCORPORATED INTO 5' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5', FOR A SETTLED DEPTH OF W) TURF(LAWN)AREAS GRASS- SEED OR SOD 1.75' OF COMPOST INCORPORATED INTO 625" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF W) ��I�i��i1��:11Zill- 6' �ISl�llll�lllrllFwl�l I SUBSOIL SCARIFIED 4• BELOW SUBSOIL SCARIFIED 4^BELOW LI- i -'�- _-('� COMPOST AMENDED LAYER COMPOST AMENDED LAYER - -: _ (12- BELOW SOIL SURFACE) (12- BELOW SOIL SURFACE)'- :, IT OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF ILAWN)AREAS ' 1 3'4"ARBORISt/� �•.i: I f ICI' WOOD CHIP ';',ULCH, SEE STD. /!/ '� D.�I GRASS SEED OR SOD PLAN 262,60 1/ _ I I NOTES: AREAS OF NO DISTURBANCE TO BE FENCED �T1 �1 ICI AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. TIMPORTED I I I e^IMPORTED TOPSOIL MU( -1-' -1- -- -I- 1 I I I I TOPSOIL MIX GENERAL NOTES: (COMPACTED -. - -I - �_ - I I I I (COMPACTED DEPTH) I , TT_S� jl:� 6, I I I I I I DEPTH) I TO MEASURE SETTLED DEPTH, WATER SOIL -II, b - T I _ 1.1 - SUFFICIENTLY TO FULLY SATURATE WITHOUT -rEF 3L' CAUSING EROSION .. :. 41 -' , SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SUBSOIL IS T I_ - = _ . - - SCARIFIED 6' BELOW IMPORTED 3. COMPACTION OF TOPSOIL HERE REQUIRED (VA' 1 SCARIFIED 6' a ..FLOW IMPORTED - - - _ - - I _� - TOPSOIL MIX TO BE T085%OF STANDARD PROCTOR, TOPSOILMI% _ ,I 2 -I-. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS OPTION MPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 264.00 PUBLIC WORKS APPR D SOIL AMENDMENT SECTIONS C,gIZ 9/28/2018 1 DEPARTMENT DATE SEE SLhTMAR GE TABLE 8' MAX TRENCH SHORING DETAIL NTS Know what's below. Call before you dig. vRi CITY OF RENTON Planning/Building/Public Works Dept. Erx20' TRENCH SHORING SHIELD W1 Irk' SCH 8D PIPE SPREADERS CTYP) If we go passed 22' depth we will stack an additional trench box MIDI DEWATER J :45 All R-41151.3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT CONSTRUCTION DETAILS Q J 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: 15 OF: O CN Lv m Q z I I SSMH 12 48" 0 PER CDR STD 400.1 W/ COVER & FRAME PER COR 401 w STA:23+11.30, 5.34' LT I w z RIM:460.69460.54 m I T.L. 132305-9058 W 0 cn IE=45&24 t0" (N) 450.17, 80' X Q z `' IE=456 fi# iO- (SW)450.04, 80' W 8" PVC SEWER ® 1.00% Q 39 Tp�//� 3.56% FOR FUTURE EXPANSION Q 00 3& LF 120TRVC1W- 8, I I mLo z N ADDR S : 132;5 166TH AVE�E 464- _ �� , /00 CB t� 2, 48 MH -462 \ I SSMH #4 48"0 w - z m LO n Ln W/ �"` L�KtNG-L12 - I PER COR STD 400.1 SSMH 15 48"0 STA:40+05.89, 12.31' LT W/ COVER & FRAME PER CDR STD 400.1 x - L-2 0 460.97 pp" SSMH #3 48"0 460, j \ PER CDR 401 W/ COVER &FRAME - PVC_ 12 (E) 453.64 PER COR STD 400.1 \ / STA: 41� 70.91, 0.00' PER COR 401 SS 12" (W) 4,53.64 yy/ COVER &FRAME / : 4�6 STA: +46.55, 0.01' RT ° z -- PER COR IE--#46 59 10" (N�146.62 RIM: #56$84579 (nVC o STA: 40+29.13, 0.00' C I -1'E= 56-8" (E) 446.62 IE=445.50 10" (N)445.66 Y 6 \ 4�33%^ IE=44fr56 8" (W) 446.73 IE=6 10" (SE)445.56RIM'45' 459.51 LLI PVC Y E=450. fop (NE B .89 M / IE--44tr49 10" (S)448.49% \ IE=#+k9:�J9 10 (S) 44 .i%I10" PVC SS ® -I ' x x xW/ \ +00 42+00 176 LF " PVC SS 9$1%Tr 43+00 -77 Z � � z ,�E J 293 LF 12" PVC SD 44 164TH AVENUE S.E. \ O - 1.54% T� CB #18, TYPE 2, 48" MH Q -----462 -- --_ 3.��`---- W/SOLIDLOCKINGLID- 33 18"PVC CB 19, TYPFt1; 48 MMH / / / - - - 8" PVC SEWER 03 PER STA: 43+-17.17, 7.17' RT SD z # _ - - - -464- - - - PLAT OF MAPLE HIGHLANDS - - - - RIM:45637 456.24 0. 8 W/SOLID-LOCKING LID / / - m IE= 44 5 12" (N) 447 72, (N, W) N STA:40+25.21, Y.31' RT' / / - - - - - - -466- - - - - - _ o IE=4#��5 18" ($)44772 z RIM: 460.00 460.18 / / / - \ \ SDMH #170, KC TYPE 1, 48" OI IE=452.yk�12 (E) 452.34� / / / - - 468- - - \ - - _ o MH () IE= 53 #3 12�S} 452.32 / r- W/ SOLID LOCKING LIDcr- z, STA: 43+46.55, &24' RT RIM:43�2458.08 / 466- - J IE=�6f 18" (N)44756 / ~ IE=44761 18" (SE)44756 / I 475 470 465 460 455 450 445 440 435 W WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED 22 LF 6" PVC SIDE I FROM KING COUNTY PRIOR TO THE START OF WORK SEWER ® 2.0% MIN SDMH #17A, KC TYPE 1, 48" RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY MH WITH KING COUNTY ROAD STANDARDS W/ SOLID LOCKING LID STA:44+03.74, 8.00' LT SDMH #16, KC TYPE 1, 48" MH RIM: 4 6645716 W/ SOLID LOCKING LID IE=447-31 18" (NW)446.85 , IE=44731- 18" (S)446.84 I STA:46+50.95, 8.39 LT 13404 164TH SVE SE RIM:464�846 8 INSTALL SILT FENCE AND IE=446 86 18" (S)445. 5° m c I 6" PVC SIDE SEWER STRAW WATTLES AS NEEDED IE=44fr B6 18" (N)445.51 o co , TO PROTECT ADJACENT T.L. 132305-9 x Ln � z ®2.0% MIN PROPERTY. MAINTAIN ACCESS 6" PVC SIDE SEWER , j, � �, IE = 446.25 TO EXISTING RESIDENCES11 i \ Y > o / IE=.47..00 . T . x c> Ez_ x x -x - J .. / Y m -i / 24� o J r' ^47 LF 18" SDR 35 ®�•�4% / :iz� � I W N C� 0 z � r U� wa_ z� � I. �Ln n ii o n caw �. �w z O O U 86 � x I . 45+00 309 Lc"j. . F 10 C-900 SS0 30 it _..M r M M - - _ �--- M PER COR STD 400.1 0 -k-- 6" PVC SIDE SEWER E W/ COVER & FRAME w 3: 0 2.0% MIN ( Q PER COR 401 o I< m IE=46&9 467.60 3 I 0 i STA:43+79.47, 0.00' CD z ,02I 1--'21 RIM:457 458.28 0 z " IE=44-5 10" (NW)445.37 0 0 3 0 58 LF 18PV LO IE=445 255 6" (E) 445.28 � o SD ®�..^�.° IE=445fiS 10" (S) 445.28 J I Y z M z Y 6" PVC SIDE SEWER ~ I I ® 2.0% MIN LLI IE=456.81- 456.80 I CONTINUATION -SEE SHEET 17 x' cnf z Z I. T . w 1 LF 10" C-9 0 SS 0 0.49X z z 1 Q 309 J 0.85% w z EL z oz w HI 0 Q LLl 0 v� F z� = O L Z � Lo � w o �- Q � � . t, / w M M LU W 10 3 3,6�-� - 3- v J 3 FI - z SSM #7 600 PER COR STD 400.1PZ W/ COVER &FRAME Q ccoo PER COR 401 STA:46+89.88, 0.00' co RIM.46&0465.96 Ln IE=448 10" (N)443.22 = z IE=44356 10" (E)443.11 O J U .............. .............. .............. ...... ...... ...... .............. ...... ...... ...... ...... ...... ...... .............. ...... ...... ...... ...... ...... ..... ...... ...... ...... ...... ...... . ,,. W/ SOLID LOCKING ............ LID .............. STA:46 0.95, 8.39 LT .............. . I ........... 445.51 1E 18 S ......... .... CB #20, . I ........ TYPE 2 " MH .............. ............................................................ .................................... 445.51 IE . . .. 18" (N) W/ SO ID LOCKINGLID ...... STA: 4 +05:89, 12 _.. 3f LT- .. .... � .. ...... .... � ... DERAIL. SH ETR 2\ .. .... ...... ......... STA: 3+23.53,.1.38'LT.. .............. ............................................................ .................... ,...... .......... ...... ...... RIM. 460. 97 /......\....... ......... IE- " 12 (E) 453.64 . ............. ............................................................ ..................................... ...................... ..................................... ........ , ....................... ...... . �.-,�... .............. . . . . . . IE- 12" (W '453.64 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . .\. . . j! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tN I� LL CB 419, TYPE 2 6" MH B 1118 TYPE 2 48" MI / \ . z 5 + � I W/ SO ID LOCKING LID W/ SOLID LOCKING LIDSDMH SDMH 178 KC ". E 1 48 H 7A KC T E 1 48" M % a o d STA: 4p 25.21, 12. 1 RT-- . STA: 43+1 :17 7.17 R W SOLID LOCKIN LID .... W/ SOLI COCKING ID .. ..... X GROUND . SANITAR ................ / .............. ...... .. ...... . . Q ::1 I STA: +23.53, 1 .83' RT =178776.2 STA: +46.55, 8. 4 RT STA: 44 03.74, 8.0 LT SEWER CENTERLIN � o Lzu cl'n �. W RIM: 460.18 1321798.2 - N 17 742.77 N=1786 6.98 . IE= 12" (E) 452.34 ..... ...... ...... ...... ... .. RIM: 456.24 E=13 1799.00 ...... E=1321 34:85 ...... ..... ..... . � = 12" S 452.32 = " RIM: 458.08 ."' � IE=. (, 44772 IE= 18 N 447.56 IE= 18" (NW 46.85 1- i_ _ CIE=4 .., ,18" 7.72 12" () . IE= 18" ( )447.56 IE= 18" (S) 4 84 - � � - - . ` . � ..... ...... ...... ...... ...... ...... .............. ...... ...... LWLJ .. ...... ... .......... .............. ............... ................ �.. °ZS W LLI �} LF 12" Pvc ............................................... SO..................................... ®4i0031:4.3% ilw ..0.... .............. ...... ...... ...... .. ...... ...... ...... ...... .......... ...... ...... . ............... .... ...... ...... ..... ...... ...... ...... ...... ...... ...... ...... ...... ...... z LLJ 33S�PVC O O. .. . ...... .. ... .... .... .... ..... .. ...... . -_ ... ....... .. ...... ....... ...... .. .. .... ..... .. ....... ... .. 48% L " 1.227. W .. ..... . . SSM 48 0 " 14 LF 10". p 98 1 54% ... z z PER COR STD 4 0.1 ... ® .... ............................. � 0..51i� ........................... .......... . W/ OVER & FRAME 2.2 LF 1 " SDR 35 z z O PER COR 401 .......... 17 LF f0" PV ............ SS. .................. . . 7-7-7-[7-7-'7-7-7-7-7 . O O STA: +29.13, .00' .............. .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . _� RIM: . 459. 1 SS H 48 0 0.4 ° " - 0 SS Q ......... IE= ... NE)449.89, 8" PER CO W/ CO STD 400.1 & FRAME ...................................... S MH 5 48 . ..SSMH IG . n .... ® �� 'E_ 10' S) 449:76......... 48 0 0.66 ° z RLFfi�PCS".... ...... P. R COR 401......... PER C R STD 400. 1 . ..... PER COR TD 400.1 . ^ ® 0..50%0.54%... STA:41+ 0.91, 0.00' W/ CO R & FRAM W/ COVER &FRAME LLJ RIMr455.a7455..76 ................................. ....... ER COR 4 } ..... ........ PER COR .. 01 ..................................... ........................ .......................... SS ". 7 60 0 Cn z SSMH 2 48"0 ....... .............. .......... IE= . , 10" (N) 446.62................................. ............... STA: 43+46 55,. 0.01' R . ..... ........ STA: 43+7 .47, 0.00'. PER CO STD 400:1 ....... O PER COR TD 400.1 IE= 8" E 446.62 RIM: 45794 RIM: 458.28 W COVE & FRAME (� IE= , 8" (W) 46.73 = IE=44;5 10" (NW)4 5.37 PER COR 401 PER COR 01 .......... IE= . 10" (S) 446.49................................. _ IE- 10" � ( 45.56 .. If=44�i5 6" (E) 445 28.................................... STA: 46+ , 9.88, 0.00 .. . ........STA: STA:23+1 40+ .30, 5.34 L 0.00 = ....... ' IE=445fi5; 10" (S�145 28....... ..................................... RIM. .. 465.96 . .. .00, IE= 10" (N) 43.22 "& RIM: T,, • IE=T50.. 460.54 (N) 4. ..17, 8".. .............. ..................................... .......... -33 LF .1.. PVC SS '577 .............. . IE=4 , 10" (E)443.11... . IE= " (SN4 0.04, 8" . m.O. co .CO Ln r11. . . d' I O N �. •- 0. ep 00 0 .� n .�� r'') N. O. .,.C'4. O 00 a0 0) .- Op .- O ._ 0. . . . .� r'") .v . . . . N.�. �• N � .(I.�. n 0. N 0 00 � 0') .� 00 N. rn .� LO .N 0) n. �"� .�. �. .� �- .� co n. cn .�. O � Lc) . '"� � . LO . . . . . � . . . � N 00 et Imo. O. C6 O CA . .I� .pj I� (7p ad ^. � Cp .off .tp a0. tp. . QO . � . 1! lfj I� . t�.j .I� .t0 Imo. Cp. . . . . a6 �l t0 . .I� .tp Imo. tp . . CO . tD Imo. SO t\ .� l\. . I� .�. �. . � p. . . p .� pj. . CO O . .ap �. .d- ' co V In d to LO V- et- 1+ d �t v 1t mot- It `t- l 't �t �l It d �t d et �h et d lC') v- d �} d e► d �t d V d V e Ln V d <1 �. d �. �. . ty U CD VJ.LL. C5 C� C9 C9 C� L'i C9 C7 L` (� Lam. C� Ci c� C� C� C� C Lam. C9 t9 1.� (1 Li c� Lu.LL. C1 C� C9 C� W. Ci k. CD (j cj [j C� Lc.L`. C� C� C� C� C9 L� C^ C� C� C� C� C C9 C� C� C C� Ci C CD Lu. Cj C� W. CD CLi C� W .L� LL. .LU .L4 L. VJ .LU .L4 Lv. .LO. .W .LL .Lu Lam. .Lu .L` .W LO .I_ LW Lv. .L� .Lv W. .W . . . . . . W. . . . . . .W . . . . . .LW W. .LO. L� .LW .Lu .W 39+80 40+00 41+00 Lncompass ENGINEERING & SURVEYING Western Washington Division 165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 42+00 43+00 I OFFSITE UTILITIES-1 HORIZ. 1 "=30' VERT. 1 "=5' 44+00 6 REVISED PER ASBUILT SURVEY CP10411712024 SURVEYED: SDM I� z 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 00, 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 38375 Cy 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN. TLK ISIER� � ' 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: ONAL 0510112024 N 0. REVISION BY DATE AP P R EDM APPROVED: CJA 45+00 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 46+00 Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. 475 470 465 460 455 450 445 440 435 NORTH 0 5 10 20 30 SCALE 1 " = 30' NOTES: 1. DEWATERING IS NOT ANTICIPATED. IF DEWATERING IS REQUIRED, CONTRACTOR WILL WORK WITH CITY AND COUNTY INSPECTORS TO DETERMINE BEST METHOD TO PROCEED. AT NO POINT SHOULD SILT LADEN WATER BE DISCHARGED TO EITHER THE STORM OR SEWER SYSTEM. 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE EDGE OF ROW FOR ALL LOTS AND CAPPED FOR FUTURE CONNECTION. 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD PLAN 406.1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE 3-5 FEET LOWER THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. 4. ALL TREES SCHEDULED FOR REMOVAL IN KCROW WITH AN OD OF MORE THAN 4 INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVALS R-411514 47+00 47+20 S - 4115 0 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS Q J Q CL 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: 16 OF:20 Ln WORK SHOWN ON THIS SHEET WITHIN SE 135TH & 166TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS z CD CONTINUATION -SEE SHEET 16 O T.L. 145750-0033 �I I I\I� 246 " CB#16, TYPE 2, 48 MANHOLE 24-7 LF 18 SDR 35 W/SOLID LOCKING LID I I SO 0 $5jX 0.54Z STA: 46+50.95, 8.39' LT I' f I / r 310 LF 10 C-900 SS 0 0.50% EX. CB RIM=4v48463.8 RIM=452.74 IE=446.06, 18" (Iy,S)445.51 472 INV=451.14 (12"CONC-NNW) O ppUN INV=451.09 (12"CONC-S) - ---KIN COORINDINATE WITH OWNERS SSMH #8 48"0 TO MAINTAIN ACCESS TO PER COR STD 400.1 EXISTING DRIVEWAYS W/ COVER & FRAME PER COR 401 �4 6" PVC SIDE STA:49+97.43, 0.00' N III �� 4 CYCLONE FENCE I SEWER DE MIN RIM. A54.2545 .77 I-nENTO w \'3 t 3" PVC (N) 3" PVC N IE = 447.00 IE=443-OB 10" (W)440. 0 " R wl / x / IE=454.32 IE = 447.00 3" PV .52) IE=4=4i:90 10" (E)440. 3 " o % L \.. ' w W / 6 VC SIDE SEWER 0 2.0% MIN 12" CONC (W) / / 12" CONC (W) T.L. 132305-9096 12" CONq IE=454.36 () T.L. 132305-9057 IE=453.71 SE 135TH ST. / I \ / ` IE=453.44 / I T.L. 132305-9066 12" CONC (E) IE=451 .13 °° X 4 +Orb - - - I '454 - _ - - / I _ 30' R01�N -_ - I' GUARDRAIL \. I o . �. --- . sD .. D ®--456-- _--i \ I z=== 454- --- I \ l\W -- ��. - f - �w. l 49+00 a w. ( _w._ E W- W C] T.L. 947596-0160 / P 1 E� �E�E�E -!�' - w w w. w 30 I\E IE X SSMH #7 60"0 \ �6cP 1 \ 6�' \ °!S EFE _E-E -E-454-'=FT PER COR STD 400.1 �� 12" - W COVER & FRAME 14 ADS (E) 67 PVC S/ �\ � IE=45983PER COR 401 IE=454.71 .IN APPROX. � STA:46+$�88 00' � 10" AP\ � EX. CB ►E = 446.00 LOCATION 4 M.fi a 7. 7-( RIM=453.92 309 0WATER MAIN 12" CONC E INV=450.52 12"GONG-N 308 LF 10" C-900 SS 0 O-499 IE=453 08 " 96 IE=44360 10 (N)44 r? n 4' CHAIN LINK INV=450.52 (12"ADS-W) IE=443�56 10" (E)44 . 1 772970-0005 \ n INV=450.52 (14"ADS-SE) T.L. 722970-0015 350 �'� \ FENCE 6" PVC SIDE Qt�34b-LF 18" PVC SD z� \ I E 0 v,� 0 Y -v" FVC $iDE SEn R m 2.vro MMI SEWER ® 2.0% MIN 0 ® sz� � \ IR � ;;0 O pOUNT IE = 443.00 0.51% 12 FIR \ \ mKIN PVE�tBE S€ FIR\ m 2 w C) IK C: 4' CHAIN LINK STPF DRAIN 1 1i1� I PANT LINE CONTINUATION -SEE SHEET 19 C ROW �' SE 11 S' So. ---- w 1 E SD E SD.I 6" PVC S SE WE @1 �. 0��, 0' (E IE 1= 04 12" CONC (W) IE=451 .36 T.L. 722970-0020 -6" PVG SPE SEWER 0 n 0% uw J 0 5 10 20 30 / /20 ' \ / 1 / / 20" J \1 SCALE 1 " = 30' / 28" r / INSTALL SILT FENCE AND STRAW I l l WATTLES AS NEEDED TO PROTECT I P0» / NOTES: ADJACENT PROPERTY. MAINTAIN / l 1. DEWATERING IS NOT ANTICIPATED. IF ACCESS TO EXISTING RESIDENCES I 142" I 6» DEWATERING IS REQUIRED, CONTRACTOR WILL 2.33% I I l 1 WORK WITH CITY AND COUNTY INSPECTORS TO 324 LF 10" PVC SS ® l 1 / I - DETERMINE BEST METHOD TO PROCEED. AT NO 6" PVC SIDE SEWER I 6" PVC SIDE SEWER l / I / \ POINT SHOULD SILT LADEN WATER BE 2.0% MIN ® 2.0% MIN / / l I � - DISCHARGED TO EITHER THE STORM OR SEWER I IE 7.L44y.,%05 61 SYSTEM. 12" CONC (W) T.L. 1 305-9075 CYCLONE E/NCE / \ SSMH 9 48"0 =44-0.24 12`' CONC (W) 12" 0 C (NE) f 1 / PER COR STD 400.1 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE 12" CONC (E) IE=4 .2 491 I I / W/ COVER & FRAME EDGE OF ROW FOR ALL LOTS AND CAPPED FOR IE=447.10 12" ADS PER COR 401 FUTURE CONNECTION. 3" PVC (NE) IE=44 .24 12" CONE/(E) IE=I437.77 STA:53+21.19, 0.00' m IE=443.88 IE=44 90 / J. ALL SIDE SEWER STUBS SHALL MEET CITY OF J 440.14 RIM: v3�.00 450- "' .n " RENTON STANDARD PLAN 406.1. SIDE SEWER _� / / t 431.85 IE=-r3c. ry 10 (W) _ - SD _ - -- - / Go 431�93 IE=43 30 10" (S) STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE d 00 \ \ 3-5 FEET LOWER THAN THE LOWEST HOUSE �+ o \ FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL > H S ° BE REQUIRED FOR THE CLEANOUT WHERE NOT -`t T.L. 722970-010LOCATED IN A PAVED SURFACE. �. �w. o ! / w w] " �/. p0 DQ 4. ALL TREES SCHEDULED FOR REMOVAL IN SD w SD 'A'-_ w �,•` . \ I KCROW WITH AN OD OF MORE THAN 4 INCHES E � . w SHALL BE MARKED IN THE FILED AND " VC SIDE 1 CONC (E) \ .\ 1 I APPROVED BEFORE REMOVALS 5. o MIN IE=445.96 F y2 CONC (W 444.00 IE=442.59 I 3 I 12" CONC (W) 12" CONC (E) IE=449.05 IE=445.07 12" CONC (E) IE=444.47 3" Pvc (sw) T.L. 772970-0025 IE=438.33 I/ T.L. 722970-0030 M . 1 12" CONC (SE) 24" CMP (S) IE=436.72IE=434.01 3B� LF 10" PVC SS ® 304 0.74% v/ + 30' 30' r C5NT1NUA TION-SEET SHEET 18 46+80 47+00 48+00 49+00 50+00 51+00 OFFSITE UTILITIES-2 HORIZ. 1 "=30' VERT. 1 "=5' PHI LIp ncomEp ass ��' pF WA f ��C� 6 REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SDM ENGINEERING & SURVEYING � 00 oz 5 REVISIONS PER FIELD CONDITIONS CP 091151202J DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM Western Washington Division �� 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN: TLK 165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 Eastern Washington Division `�'� �'� 2CP REVISIONS PER CITY COMMENTS DATED 410712021 0410812021 CHECKED: 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL EDM 05/01/2024 N0. REVISION BY DATE APPR APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 52+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 465 1'60 455 450 445 440 435 430 53+00 53+20 t� - 4 I 1 �) I Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. S-411506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS Q J -41 Q Cl- 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: OF: 17 20 0 O CN 0 1; i m Q z U_ ALL WORK SHOWN ON THIS SHEET IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK SSMH 19 48"0 PER COR STD 400.1 W/ COVER & FRAME PER COR 401 STA:53+21.19, 0.00Q' RIM:'44 44 IE=43340 10" (W)431 IE=43230 10" (S)431 V) _Q n f 438 0 N O Ld 0 O 0 RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS 6" PVC SIDE SEWER 0 2.0% MIN IE = 432.90 wo =� II N W 1 T.L. 122970-0100 =-436 - �. M _ w � I 49'wo w� �� w Oo \ N' w \ _j O C) w - I 442\ 3 yr �+ zn 11 O r7 O O Ln II w O w U- N 444 N II w I - I I 455 450 445 440 435 430 425 420 CONTINUATION -SEE SHEET 17 I I n Tl P'VI_ _Sfrll-�rume}r 0 -kNAI 6" PVC SIDE SEWER v 0 2.0% MIN I wN IEZ = 432.80�-- . w dII 00 I Ljj ) LL O L-�tIIOO c�v ww IIw Lj T.L. Z70 -0 95 II - -436 - M,� as _ -436-- --L M M .- M . M 166TH AVE Q I \L - 6" PVC SIDE SEWER 02.0%MIN w� IE = 432.50 SAWCUT & RESTORE PAVEMENT IN KIND (TIP) o FOLLOW KING COUNTY 0 LLJ STANDARDS N 324 LF 10" PVC SS 0 2.93- CO d- � I � I I�I N I COORINDINATE WITH OWNERS TO MAINTAIN ACCESS TO EXISTING DRIVEWAYS 6" PVC SIDE SEWER 1E® 2. 0MI � APPROX LOCATION WATER MAIN / / / / T.L. '229 _ _90 ---- 450 / 5; - - - _ -448- - ✓ U) /r _ win >1> �Lw O L �NIC14,�5� I / XI (nr o o 06180 IOZI 0D � . 33d iIhls d � � � � / I2- �� d3M�Sl � > > CD .. Lill cn � ✓-�// ' \S0\O0 TL. 13/2305-9038 ✓Z� Ag8 �\\ \ �> \\ \\ Ld I I \ SCHOOL LIBERTY `>� �/GH r000o00 \\\\ �rC,-w\ z Wo\1 T.L/ 1323059038 =coL ID - - \ �--446----- - \. / - - �` - - -- - - -- - I w� z z z 440------- --- \ S AA m O - 436 - - 30, 434 - - - INSTALL SILT FENCE\ AND STRAW WATTLES l AS NEEDED TO PROTECT ADJACENT \ \ PROPERTY. MAINTAIN \ ACCESS TO EXISTING RESIDENCES T.L. 722970-0030 SS 0 0$•@.`6� LF 10" PVC SSMH //10 48"0 PER COR STD 400.1 W/ COVER & FRAME J PER COR 401 STA:56+23.03, 0.00' RIM:44333 443.. IE--+JHO 10" (N) 429. IE=431:00 10" (S)429. 02 77 ~ 254 EF 10 C-900 SS 0 1.80% n c� Q 252 1.21 % X II > wcE \) N N o ro Q 00 Lr'• I >> z - ... ... ................................ ............................................................................. ..... ..... .... ..... .... .............. .......... ..... .... ..... .......... ..... .... ..... ........... . ..... ........... ..... .... ..... ., ...... ..... ...... ..... .............. ........... ...... ..... ... ........... ..... .... ...... ........ ......... .............. ..................... ... �........... ........... ...... ...... ..... ...... ..... .............. .. ... ...... ...... ..... ...... ...... ..... ...... ..... ...... . � FE .......... \ ... ...... ...... ..... ...... ..... .............. .. ... ...... ...... ..... ...... ...... ..... ...... ..... ...... . ^1 . ...... ...... ...... ...... ...... .....�....... ...�\ . ...... .......................... Sul.. �................ �. \ . ............................... ............. c�+ I ............. ................... .................� I.I ............................ .............. ............ �.�� ...... .............. ...... ...... .. ... .......... .. ...... ...... ..... ........ \ . LU j.y.! //....... / _ X. CONC. 5D LWU 4"IE�433:66_____- ...... ..... . ... .................. ... ... �. �. .... ..... ...... .............. ............ W.......................... ... .............. ... ... .- - _ -.- �........... �......... I.I �.......... ..-/ z \ II -Q ............................. .................. ... ....................... ............. ..................................... ...................... ..................................... .............. ............�.1 -� Q ............... LF ...................... ..................................... II 10" PVC S 0 9:48.'�- .............. . z SSMH A. 48"0.......... .................................. .... .....Q.74/7 ......... ....... 7-7 _P_ PER COR STD 400.1 O W/ COVE &FRAME ... LF 1 C-900 S PER COR 401 SSMH 0 48"0 252 ®- U STA:53+ 1.J9, 0.00 . .. ....... . 1.21% 1. .......... RIM: 440.14 .. W/ CO R & FRAM IE= . 10 (0411.93 1.85 PER C 401 0-m 10' (S)4 STA:56 23:03 0:0 ' IE= , 10 (N)4 9.68 HI IE= 10" (SS�1 9.49 6, 0' RT STA:58+71. .................................... .............. ... ... ..................................... ..................................... . ...................... ..................................... .............. 445.48 R I =44�.3 ». . ..... . ... ..... ..... .. ... ..... ..... .... ..... ...... ..... ..... .... ..... ...... ..... ..... ...... ..... ..... .... ..... ...... ..... .426.45E..IE-. .10"(E). 426.14 E IE- 10" (W) 426. 41E= 10 N Lc) �. . Q LO 00 co .0 a0 17 0), �n. n 00 to 00 CO N Ln LO N as N o 10 . . . . (I. O n O..... n tn (0 10 . . . . In. to Q) In . . . � 0) d ^ .� .� �. N . . . L N co .LO 1�0 t0 O to O N N (. m E0 . (�a d c0 .a e} LOU') .O �. N �. .cy) N n a). r. n 0) ^. . N 0) N ^ c�o N tci o to 4L O o .0- O .O O. aj . pj . . aj . CS) C6. ap aj rn eh O n n �!- ^. �. M n ^. 11) r) !1- !�. n n �F' �h !\ t\ . W) n �}• mot- n . . r< M n �1- V- ti t\. n n !f• et- K . C6 n � �1- d- a6 . . . .c6 r.-) ,.,� d- .Oi . . O. ,"') el- �1- �F O. er �h V d- � el- d- �1- d- M ef• �I- eh et- e} . ei- eF qj . . . . U j. � �""� �t �F �. ►'� � eF lf3 .a6 1"') �"� .ap � �I- . h. �Y et- . h; ai of "y- (S rrj of � � Nj . . . . O. LO C7 d' OQ . C6 LO �• <1- a6 . -c6 .[6 Lu L6LJL, Lu r 1:6 i . . . . .W. . . .� . W. 52+80 53+00 54+00 55+00 56+00 57+00 OFFSITE UTILITIES-3 HORIZ. 1 "=30' VERT. 1 "=5' PH I LIp ncom aS S Lp ��' pF WAS! f �. 6 REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SDM ENGINEERING &SURVEYING o � � z 5 REVISIONS PER FIELD CONDITIONS CP 09/15/2023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM Western Washington Division �� 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021. PRAWN: TLK 165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 Eastern Washington Division `�'�I�g� �'� 2CP REVISIONS PER CITY COMMENTS DATED 410712021 0410812021 CHECKED: 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL EDM 05/01/2024 N0. REVISION BY DATE APPR APPROVED: CJA SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 58+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 455 450 445 440 435 430 425 420 58+80 SS - EX. SSMH STA:58+76.46, 0.03' LT RIM: 445.02445.48 IE=426.42 10" (N)426.44 �� 426, ,- EX. IE=42&98 10" (E) 426.45 EX. IE=42&88 10" (W)426.14 Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. NORTH 0 5 10 20 30 SCALE 1 " = 30' NOTES: 1. DEWATERING IS NOT ANTICIPATED. IF DEWATERING IS REQUIRED, CONTRACTOR WILL WORK WITH CITY AND COUNTY INSPECTORS TO DETERMINE BEST METHOD TO PROCEED. AT NO POINT SHOULD SILT LADEN WATER BE DISCHARGED TO EITHER THE STORM OR SEWER SYSTEM. 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE EDGE OF ROW FOR ALL LOTS AND CAPPED FOR FUTURE CONNECTION. 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD PLAN 406.1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE 3-5 FEET LOWER THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. 4. ALL TREES SCHEDULED FOR REMOVAL IN KCROW WITH AN OD OF MORE THAN 4 INCHES SHALL BE MARKED IN THE FILED AND APPROVED BEFORE REMOVALS S-411507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS U 01 Q CL 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: OF: 18 20 I-n d- T.L. 722970-0006 .M7 _w `' � � ;� 45 w z z z N I'.I�LLJ _ o I I o f I U I c) rq z Q LLJ z I Om O z O I I N w LLLJ L I CONTINUATION -SEE THIS SHEET z I LO o CS 115, KC TYPE 2, 72" MH c6 I ® LO U Dbi c 0 00 W/ SOLID LOCKING LID Us3 „'�� Of n z STA:10+13.93, 0.00' X > o N o RIM: 472L42 472.43 w z IE=46&50 12" (W)467.42 to IE-44433 18" (E)443 74 3 U J LEI Q I\ / Y IE=44433 18" (N)443.74 J LLI N v p W - _ LLI T LLJ k{ \rt w M M M °�350 0.517.___ --= O o60 PER'COR STDj4d0.1 - J/ ^C/W/ COVER &FRAME/ / \ , 401�� J� l /3��"3 3 \ 3�3 8 3 ' /3 i PER W/ �00' �4' 8 3� T�10 ALA 484- \ 3 M T RIM:46rr4�465:96 � � o IE=443.50 10" (E)443.11 Ag \ O3 Q H #16, KC TYPE 1, 48" MHco V / SOLID LOCKING LID o I 3 ) 1 / TA: 4�+50.95, 8.39' LT I l ( 3 < RIM:4-78463.88 z U EX. 122 LF 12" SDI I I O \ g2 . IE-4*06 18" (S)445.51 7.38ro ) �ij 20" Flip 10CI IE=4018" (N)445.51 JLLJLL_ CC � 00 r, �U) ~ Q � l 4862 i 1I\ \ R L O w� z I \\ z M - � 3 3 \ �I CONTINUATION -SEE THIS SHEET I //Iy I 3 / III WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK I I I 3 RESTORATION OUNWITHIN TYROA KING DSTANDARDS CB UNTY 0-W SHALL COMPLY WITH KING I I I CB f15, KC TYPE $ 72" MH W/ SOLID LOCKING LID CB 114, KC TYPE 1, 48" MH STA:10+13.93, 0.00' W/ SOLID LOCKING LID 4 RIM:47242472.43 STA:11+14.05, 0.00' „IFIf I IE--068.59 12" (W)467.42 RIM: 456.56 45 7.23 I I l R M B/ 544+ 18" (E)443.74 IE=443. 18" (W)443.31 I 3 - 1 = `444 3� 18, (N)443.74 IE--443.83 18" (E)443.31 / INV=468.95 (12"ADS-W) F'= / W w W � o w. - 0.439 W -w -w W -W - 10 LF18"SR35®BSgyg - -w -w -W _w -W W - 103 \ 6,EX. 122 LF 12" SD ® ■ {92 L 18" SDR -3-5 low �- 7.36X E. 1/4 CORNER SEC. 14-23-05 SD OUTFALL, RIP RAP CALCULATED POSITION OUTFALL PROTECTION 8.5 x12 X2' STA: 12+18:18, 0.00' IE=439:11 12" (W)439.16 C 115, KC E Z 72- IH W/ SOLD ID I I LOCKING STA: 0+13.93, 0.90. 4 7 .43 RIM: 47k 42 475 4 7.42(RECOPINECT EX STORMLI 12" 475 W) 475 443.741E= 18 E . . . . . . . . . . . . . . . . . 443.741E= 18" .N) . ... . ... _ _ 470 _ 470 = = 470 SDM 6 KC T TE 1 48" WH Cf) LOCKIA W/ 5OLID G LID - - STA: +50.95, 8.39 LT - - _ Cf) RIM.-ft. 1E= 463.8 .18. 0445.51 . . . IE= 18" ) 445.51 / - _ LU LLI 465 4651 465 ... ... LU Uj LU Uj W i STRUCTURES OVER 5' DEEP REQUIRE TRUCTURAL DESIGN ~ Q �LIJ 460 460 460 z . .. ... ... ... ... z � � 0 U U 455 455 455 z z 0 U 450 450 450 7. LF18"SR35® 1 445 445 445 1440 440 440I Jn co rn d- a- 0)O Ln o � N W W. W lU . . . . . W W Li iW W. W W. W . . . .W W. . W . . . . . WI 7+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 8+00 VIT0101 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' I `LIIT/T/i 5, KC. E 2 7Z MH.. . .. ... ... .. ... ... SOLID LOCKING LID „ „W S A:10+13.93 6.60 N 178104.78 ... ... . .. ... . E ,1321844.3 R :4� 472.43 IE 44+ 1.8 .(E)443.74 . . . . . . . . . . . IE 44+ 18 (N)143.74 .. ... . ... . ... .. \ ... . ... .. 0 . ... .. \ . ... .. C11 #14,KC... E 1..48" MH SOLID LOCKING LID W \ N 05, 176098, 00 00 . ... .. ... .. ... . \ E 1321944.2 R : 456.56 45 7.23 .. . 1 443L8 18 (W)443,31... ... ... ... . \ 1 443.83 18 (E)443.31 \ S7RUCTLRES OVER 5,' DEEP \ REQUIRE STRUCTURAL DESIGN b OUTFALL, RIP RAP . ... ... ... .. U'fF�LL P 07EC71ON .5 42'4' . ... ... .. . ... ... ... ... TA: 12 8.18, . 0.00' . ... ... . ... .\. ............. ...\.. ... .... 18" SQR 35 oil ........ . N C_1 CD C� CD .c1 . . . . . co . . . . .�. . ' W Lu C� LW C� W C' W. C5 W. QD W. C� W �j . . . . . . W 6 Lu 6 REVISED PER ASBUILT SURVEY CP 04/17/2024 SURVEYED: SDM 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 38375 �'v 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CP 07/01/2021 DRAWN:TLK ISTE �c`" S`SjONAL � 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: 0510112024 N0. REVISION BY DATE APPR EDM APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 11 +00 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M 475 470 465 460 455 450 445 440 12+00 12+25 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. mm NORTH 00 0 5 10 20 30 TO v SCALE 1 " = 30' R-411516 S-411508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT OFFSITE UTILITY IMPROVEMENTS 7 ON 91 Q J 2 0 Z LLJ C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 19 20 U 0 Q J 1 an I cn W 0 w Z J L� U W ra H im Q J N i H ry n Q J n ry O () w (n ry 0 LO I r I N 0 ry I— Q n� 1__L I- I.J_ 0 rI C J bi C/ ry 0 S Y C J N J f� Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) E AIMPOLL A P*QTS SHALL BE FACTORY PMMEU AM PMEA: MATM flNtSt L€3 3k: m0mi% %97' 1 0 It l' q° Pmti= ?�� • LI�MJlfAIE� �atnTTA QR�AL kiTM ,R �sn .L a AAAAFPR RE ION 9'MR€ TERMINAL Bi&fOtd LWATX.O IN "TF3E FIXTURE M11T UQ4T'sTANDAft MAL WMKMK PER STH' ", ni. ..._ 14j OVAL SLOTS m, BASE PLATE LIETAIL. 24 jWit- NAA t'mow ut1L ,� Ei�NIY sPAc PLANE; .. Cp 0 Offla T IN P4�INQR"71i1�I MT wE m . T T1 1. ma P t �7A L • ftEi n 9 tz"" aP�AT10N �Tiir;�1 tQf1 ur tlNl 81S i9iir4m ID, 'STATEQ UTHEMSE OR F1IDh11}At1Q4ti .PLANS fi FDIINDATf{E1 'bA /4° LTIAMF R' 1Tln s EXTIN 7HE':EbNAAT 91 Vm T39 WUNBAWN i'#T'1FA 0011R4.7.EtX.. 4i 1Y 13AWLL Hwit#a '- :8 —All BABA.,------ ? 2A FtrtlllQ>4Tt€q�k RETAt� - -�t,TT gRLt,E fi1itA R BASE :LATE AND400 80L t TEAIFLA7E DE RIL E BA'SE DETAIL 7(�P b@' FitllRfliATl�l'1 WIM ELT; f 10TA MV UfA A N', 51�' Nr>I NiiT� °Bi$RL FLAT I9Cd3 EIRS (6 OWD PER RNCtfltR 00M ANQiOR 5OLT ASSEMBLY DE POt T t "UN"TIOU DETAILS POLE EL9"TION BT &OW, ,. �� usriBrr etlN�tt�arrr�l - -- - --- --- -- NEIGHBORH000 STREETSTD. III" - 11,61 F'UE IC VORII PEDESTRIAN LUMINAIRE, DVI�i1 DEPAWMENT FIXTURE _AND POLE DETAILS " FLU aHAPF. 3' MAMETE% ITRAIDt1T MUNW6 RRLE:. &Y`YR,L;QNE R AM ', ?AGE'. tM�TAtC ttT *U1D.E i 6IR; i tU9E T TIN tit � rNr�r witNtrti 2• E MONAita- ALUMNUM CLAMSICU. BASE LOOM, BD46 BY GCXLQNE: O fiMMAD EU.Q OER'A QiiA ram... St' EET iIIIIIII CONCRETE PAC PLAN ME4Y O d O O o� ! ht' NARF FOIE 4UNCTION BOX CONCRETE ` l001-K PLAN VIEW, PEP,r D PLIANI102 POLE L MINh E POL PLO CONCRETE SID"fiALC f - PER STIPi-AN '1Q2 _....1. ` M LUMINAIRF COINCRETE�0OI^!AIRF N R EEc. g: - J_ TO' N.gAEMI �� GL,NO,TTIO?>a SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL MIN RR _N TES 1. LUMINAIRE ' O P.ETF 'SAD -HALL BE USED IN AREA'S. CU 7IC•`_ O )..EWALK t CON PE ASS FOR LWONAIPE 01QNQFETE P,SD SHALL BE PER STD PLAN 13 3. OP OF LI al hAIRE FQUNDAPON ELEVATION SHALL BE r x QN LOCATED 4T BOT.�d� OF LLI'~A(�tAIR CLIC,REEE PAD ELEVATION' OR BOTTOM. OF SIDEWALK _LE\�_ .TON 4. UUM111AIRE POLE ANL jUN TIO11 SOX TYPE PER PLAN - NAIfi ONCRETE AC AC COMA IOOAT$ ? E II A D �E 2 .LNC ION BOXE> �d ' f DN _RC E GAD jUPNC'ILN BOX PLAN VIEW -_ 1 jutqc DE VIEW INDIVIDUAL JlINCTION._BOX PAD DETAIL LUMINAIRE CONCRETE o ; a PUBLIC WORKS PAD/SIDEWALK K AND E�� PLAN 120 DEPARTMENT JUNCTION BOX CONCRETE PAD M 19 I + Gregg A ZimmjQkW_ _r.....R.,_,,.-.,.. @ATE ?7jAffE'A(F Ti4AFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 �L� 1 7-9-21 NO. PER CITY REDLINED COMMENTS REVISION INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE rLED TYPE WATTAGE I— w w �` CURB (.t iLa D{J CID TRAFFIC z � FLOW PLAN VIEW I I FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117A _ oa C a , M1 N N DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD STD. PLAN- 121 +®r PUBLIC WORKS DECAL NUMBERING SYSTEM A PROV DEPARTMENT DA DocuSign Envelope ID: 5D308AlA 204D-48E8.BB23 8A2834BB565E N y { Ih I £ a N` Li uy .a+ Q Z ——�._ --------------- yy at y I a I IL M- g� a /1��{p� 0 1� 3 F j�q1 o 4 a l as � Uj 311411 LL J E Lg.. 3 N 1 i , e D SERVICE CABINET' STD. FLAN - 1221 PUBLIC WOR -'1�'kUV1�.p. DEPARTMENT' GAZ 3/13/2 019 I CA sE.. SURVEYED: SCALE: A A' DESIGNED: VJG AS NOTED DRAWN: VJG ✓JG 25 20 LDH CHECKED: LDH BY DATE AP P R APPROVED: LDH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. A !1 I'llI 111 T -1 CERTIFY THAT THE INFORMATION SHOWN HEREON WAS AS —BUILT PER A POST CONSTRUCTION SURVEY BY D.R. STRONG. SAID ASBUILTS INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS THAT ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 5/16/2024" T- 411502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT ILLUMINATION DETAILS ASBUILT RENTON, WASHINGTON —.-7/9/21 FIELDBOOK: PAGE: DRAWING NO: IL2 SHEET: 2 OF: U N uH 0 Q ryN� 0 r� V / rW V I 0 S r� V I U O Ln Ln O O O Q J ry n Q J n ry O W (n ry O (n TREE TABLE i 0 w U w a z J L, NORTH ...... b... .b.t. ...... 460 �,� 46 4, 18" Fir I a ° T112, 2 ao 67, 36" Ir T 12" Alder ° d 474 I.. ° 5,134 � 4 _ �t d4�• F - I_ ` 61, 16" Fir tn ROW DEDICATIO�O �S86 31481E 16 . �65, 30" Fir, 10' LANDSCAPE BUFFER 32" it G� �\-.472- 12 S.F. L2 I d I ton d d W a of G 1 F .. .... ... .. I �; 5, 2 TRACT D T. I • .. 16, Fir I STORM { 5 792 S. F. � o EX. HOUSE °f., ,, I'� .. b o FF=471.46 1; 16: �rr j L _L{ S8631'481E 3, Cott woo b 17 o LOT Ti 2C F I S86 31'481E 135.45' 10, 686 S. F. 6' H(e . 1o. a Q6 ! T N o d T} O,' •• it � .. \ Cot I T55, 1 " Fir a 19 nwood co F... II I F RAGE GRAVED.. . N • • • \ \ LOT 8 o 9,450 S.F. o T54, 2 i __ __ a l I N8733'151W 107.40' I I / I i _ I .. I / I { . . S I I ... LL U co o o LOT 2 °' I o < I o / 10, 658 S.F. ® a I c I LOT 5�, 9, 62 7 F. F I a fS. I I d A II N.... 72, 12" &T71T 88.13' 20.02' 119.0 ' {...... ....... - . ,12" Aid r _ N87'34'41"W 8 .13' Sn w d I . 31+88 0, .....-..... . .......... .... ... .......... .............. ._... . 31 +0 .-• - . _ .---.."Z _ .. .. - ,A.. l� o..o 119.0 ' TRACT A ° • :.� o I Dc PUBLIC AC ESS/UTILITY I . 2, 780 S.F. I Of I LO 3 / a I I 10 1 S. F. o. I o �, ml I .....'..'.... . a. L z 9 384 S.F. NI T70, 10" Maple I ® \ / ° I / 1� + �� .-i... pd . _ - _- T68, 8" Birc cp 1 .I.. .I T69, 48" Cottonw¢; 0 N 37a, R.O��+ sz d DEDICATION 254 S.F. goB TREE RETENTION CALCULATIONS TREE RETENTION PER RMC 4-4-130 TOTAL NUMBER OF VIABLE SIGNIFICANT TREES OVER 6" IN DIAMETER ON PROJECT SITE DEDUCTIONS: - TREES IN PROPOSED PUBLIC STREETS: - TREES IN PROPOSED PRIVATE ACCESS EASEMENTS / TRACTS: - TREES IN CRITICAL AREAS AND BUFFERS: ONSITE TREES SUB -TOTAL: TREES REQUIRED FOR RETENTION: TREES RETAINED: TREES REQUIRING MITIGATION: 35 1 27 9 (27 TREES @ 30% FOR R-4 ZONE = 8.1 TREES) 13 0 STATE OF WASH I NC,TO Err LAN R HITEGT JEFF M. VARLEY GERTIFIGATE No. 774 NO. T25, 10" alder Rs 8 Fir S I / T51, 14" F -� 31=481E 135. 45' - - 1, 271 T "/Fir 11� c I '*T4$, 24"c I / 1 \ I 44512 " �F \T40, Z4 G t t ood 9450 S. F. l 1 TREE TRA / I / I / 7,350 3. Q I T40, 30" -I - �31 '481E_135.45' - 1 - / 1 //I\\, / 0 j LOT 6 0 9,450 S.F. 0 oI T31, 10" 1 western Red Cedar ��- S86 31'481E 135.45 es ern R€d Ledar�- 3, 20" Fir T34, 20" M pie RACT C STORMWATE 32, 14" Fir 8,835 S. F. 3 48" Fir �4,_ 170.57' 462- O 7' WOOD FENCE EX. GARAGE NOTE: SEE LANDSCAPE PLAN FOR MINIMUM TREE DENSITY CALCULATIONS. SEE LOTS. AS -BUILT ISSUE REVISION SURVEYED: DESIGNED: JMV DRAWN: JMV JMV 6.12.24 CHECKED: JMV BY DATE APPR APPROVED: JMV 2' 14" 32" Fir X APP OXIMATE DRIP (TYP) TREE TO BE SAVED 4.62 46428" Fir 12 Fir t2, 24-Ttr- 1!4" Fir :t{Lonwood Fir ' 63, 16" Fir -0 -? EX. GRAVEL I I � I I I I I I I 28" Fir I 1 I JV stern ¢sa Cedar N ? 36, 36" Fir I 464 EX. GRAVEL EXISTING SIGNIFICANT TREES DRIPLINE EXISTING SIGNIFICANT TREES TO REMAIN EXISTING SIGNIFICANT TREES TO BE REMOVED TREE PROTECTION FENCE / SEE DETAIL ON SHEET L-3 PROPOSED SIDEWALK. R.O.W. LOT LINES PROPERTY LINE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WAS AS -BUILT FOR A POST CONSTRUCTION INVENTORY CONDUCTED BY THE LANDSCAPE CONTRACTOR TO EVALUATE FINISHED CONDITIONS. DRAWING INFORMATION SHOWN ON THE TREE RETENTION PLAN AND LANDSCAPE PLAN REFLECT EXISTING FIELD CONDITIONS AS APPROVED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 6/12/2024 a s STATE OF WASH I NOTO S LAN R HITEGT JEFF M. VARLEY GERTIFIGATE No. 774 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Know what's below. Call before you dig. • C TY OF (R`J R EN TON • Planning/Building/Public Works Dept. R-411513 Tree # Size Type Location Retained 1 22" Fir Off Site 2 12" Cherry Off Site 3 12" Cherry Off Site 4 12" Cherry Off Site 5 12" Cherry Off Site 6 14" Fir Off Site 7 18" Fir Off Site 8 20" Fir Off Site 9 4" Thunder Cloud Plum Off Site 10 8" Japanese Maple Off Site 11 10" Big Leaf Maple ROW No NV 12 28" Fir ROW No 13 20" Fir ROW No 14 32" Fir ROW No 15 28" Fir ROW No 16 20" Fir ROW No 17 20" Fir ROW No 18 30" Fir ROW No 19 30" Cottonwood ROW No 20 16" Western Hemlock Off Site NV 21 16" Cherry Off Site 22 5" Boxwood Off Site 23 24" Fir On -Site No 24 24" Scouler's Willow Off Site 25 10" Alder Off Site NV 26 14" Fir On -Site No NV 27 24" Fir On -Site No NV 28 20" Fir On -Site No 29 20" Fir On -Site No 30 16" Western Red Cedar On -Site No 31 10" Western Red Cedar On -Site No 32 14" Fir On -Site No 33 48" Fir On -Site No 34 20" Maple On -Site No 35 20" Maple On -Site No 36 36" Fir On -Site No 37 28" Fir On -Site No 38 14" Western Red Cedar On -Site No 39 20" Fir On -Site Yes NV 40 30" Cottonwood On -Site Yes 41 14" Fir On -Site Yes 42 24" Fir On -Site Yes 43 16" Fir Off Site 44 28" Fir On -Site Yes NV 45 24" Fir On -Site Yes 46 24" Cottonwood On -Site No 47 14" Fir On -Site Yes NV 48 24" Fir On -Site Yes 49 12" Fir On -Site Yes 50 18" Fir On -Site Yes 51 14" Fir On -Site Yes NV 52 18" Fir On -Site No NV 53 28" Fir Off Site 54 24" Fir On -Site No NV 55 16" Fir On -Site No NV 56 16" Fir On -Site No 57 32" Fir Off Site 58 24" Fir On -Site Yes 59 32" Fir Off Site 60 12" Alder ROW Yes 61 16" Fir ROW No 62 20" Fir On -Site No 63 Cottonwood On -Site No 64 18" Fir ROW No NV 65 30" Fir ROW No NV 66 32" Cottonwood On -Site No NV 67 36" Fir ROW No 68 8" Birch Off Site 69 48" Cottonwood Off Site 70 10" Maple Off Site 71 12" Alder Off Site 72 12" Alder Off Site 73 Cottonwood Off Site NV = NOT VIABLE TREES PER ARBORIST REPORT BY ARBORISTS NW LLC. DATED 5/26/2016 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT AS -BUILT TREE MITIGATION PLAN DATE: 05/23/24 FIELDBOOK: PAGE: SHEET: L-1 OF: 3 LO C) 0 i r L.� LJ L0 i 0 w I— U w Ld z L, �®� . ' T ' (/�j� R� I '/�.y♦`. ./As.•.//`C��.`�./y`�y� s/�'L�,f�//j��. ........... _©� ® ©rv� ® a °4 d _ ��` 4 1 Y.� 0 s. ® ®I V .I ........ Y Y-a. 1 •1 ��r/i W �� 47 10 LANDSCAPE BUFFER ROW DEDICAT161. O ;•I �- R R R R ® 8'•.. 1 89 - O�— 3 -v. 72 — J 1 �'°\�12 S. F. L2 ;; ,' ® 0 ®® ® ® ® 0 ®®- ®- ' \\\I�'/ 4 v0v1 ° ..� ® ® 0�2 AF.............. .... ................... . ......... ........... -0-� /S\ d. EX. HOUSE a ®_ c© 'I' I........... . ..•`.� . s.• FF=471.46 O L' 1 1 LOT 1 j S86 31'48"E 135.45' \`I . -o `� 10, 686 S.F..° .. --------- J N �,�, � �\ � MINIMUM TREE DENSITY I S TREE DENSITY REQUIRED 5 i . TREES PROPOSED 5 .. .... .. a V I I e e . a ...... .. ------ R \I� �/� 4 I. o a GARAGE ° + FF= . . • LOT 8 ' � N - c V� '• \ F \ �i II - \ p + 9, 450 S. F. o \ MINIMUM TREE DENSITY ........ - - °�' \ \ TREE DENSITY REQUIRED 4 AR _ _ '= N8733'15"W 107.40' j °'' 1 PROPOSED TREES 4 j -° c /I II\�\\ \� 1 , \I"� ' I :. : ® — —� — 6 31 '48 "e 135. 45' S I = yLL, \ ail m\ P,m i ... .. Ld LOT 2� I� ��`, - a I ,-� �\ � Q M. � � .. �� • U LOT 7 10, 658 S.F. °' R° ®®� o MINIMUM TREE DENSITY I AR LOT 5 ZF\ z 9,450 S.F.\I� TREE DENSITY REQUIRED 5 Q 9,627 S.F. ° I I� MINIMUM TREE DENSITY TREES PROPOSED 5 MINIMUM TREE DENSITY _ TREE DENSITY REQUIRED 4 TREE DENSITY REQUIRED 4 ® '%� -��` to •• � ©',_�.I, PROPOSED TREES 4 I TREES PROPOSED 4 �-.v 6 _ M ��_ it c .; %- 0 4 ® .....I 'I, --�-- S8 48E 13 As A j I a ©R — — — — — �T72,20.02' / ®_As 12 Ider � r— • — — 8.13 — — cn .... . , .. 19.00 p d _ ,.._.... ...... 4 \�� /� — — N8 34 4.r . W ..139: 02 .... - . 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REVISION BY DATE APPR APPROVED: MV J 15' LANDSCAPE STRIP ADJACENT TO PUBLIC R.O.W. FOR STORMWATER TRACTS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY • C TY OF R EN TON • Planning/Building/Public Works Dept. 15' LANDSCAPE STRIP ADJACENT TO PUBLIC R.O.W. PROPOSED DETENTION VAULT BELOW GRADE. PLANTER STRIP WITH STREET TREES. SEE SHEET L-3 FOR PLANT SCHEDULE & DETAILS 10' MIN. ON -SITE LANDSCAPE ALONG STREET FRONTAGES. PROPOSED SIDEWALK. PROPERTY LINE EXISTING SIGNIFICANT TREES TO REMAIN / SEE TREE RETENTION PLAN SHEET L-1 LOT LINES AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WAS AS -BUILT FOR A POST CONSTRUCTION INVENTORY CONDUCTED BY THE LANDSCAPE CONTRACTOR TO EVALUATE FINISHED CONDITIONS. DRAWING INFORMATION SHOWN ON THE TREE RETENTION PLAN AND LANDSCAPE PLAN REFLECT EXISTING FIELD CONDITIONS AS APPROVED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 6/12/2024 STATE OF WASH NGTO E LAN R HITEOT JEFF M. VARLEY • OERTIFIOATE No. 774 PROPOSED DETENTION VAULT BELOW , L0 O i L() O O Q J A GRADE. Know what's below. Z) m R-411513 Call before you dig. uh IN COMPLIANCE WITH CITY OF RENTON STANDARDS ^Q I..L O U) SKYHORSE SHORT PLAT DATE: OCU/22/2A w 5F U) AS BUILT FIELDBOOK: 0� PAGE: O LANDSCAPE PLAN DRAWING NO: T SHEET: L-2 OF: p `e J c^ Lf) 0 0 PLANT SCHEDULE BOTANICAL NAME TREES COMMON NAME CITY SIZE COMMENTS Pinus contorta Shore Pine 39 6' Well Branched / Matching/ Native Acer circinatum Vine Maple 20 1 1/2" cal. Min. 3 stems/ Well Branched / Native Fraxinus pennsylvanica Green Ash 9 2" cal. Well Branched / Matching Acer rubrum 'Red Sunset' Red Maple 13 2" cal. Well Branched / Matching SHRUBS Calluna vulgaris UCistus x purpureus OPolystichum munitum Arbutus unedo 0° o © Berberis t. 'Crimson Pygmy' M P /CT� Pinus mugo + Miscanthus sinensis �y Rosa rugosa GROUNDCOVERS Cotoneaster sp. W W W W Hydroseed lawn MULCH Wood chip mulch 'Spring Torch' Heather 78 1 gal Full / Compact /Drought tolerant Purple Rock Rose 56 2 gal Full / Compact /Drought tolerant Sword Fern 57 2 gal Full / Compact / Native Strawberry Tree 53 5 gal Full / Compact /Drought tolerant Crimsom Pygmy Barberry 48 2 gal Full / Compact Mugo Pine 16 5 gal Full / Compact /Drought tolerant Maiden Grass 16 5 gal Full / Compact Japanese Rose 14 18" Full / Compact /Drought tolerant Cotoneaster 4233 4"pots Full / Compact / Plant 18" on center/ Drought talerant LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) 3. CONTRATOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON —CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN 7. SUBGRADE IS TO BE WITHIN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" IN DIAMETER. 8. NEW BED AND HYDROSEED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH "CEDARGROVE" COMPOST THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS. 9. ALL BEDS TO RECEIVE A MINIMUM OF 3" FERTI—MULCH. 10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL —BRANCHED, WELL— PROPORTIONED, AND HAVE A VIGOROUS, WELL —DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL —FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. CONTRACTOR TO PROVIDE A ONE—YEAR WARRANTY ON ALL PLANT MATERIAL. IOI '• 1 . I ) IN - 15 � STATE OF WASH I NGTO s E:11 LAN R HITEGT AS —BUILT ISSUE JEFF M. VAII GERTIFIGATE No. -7-74 N0. REVISION PLANTING DETAIL TO "x 2" MI SPECIFIED TREE STAKE(S)- INSTALL 'TREE ,BOOT- OR- "ARBORGARD" N LAWN AREAS. PLANT TREE 1"-2" HIGHER - THAN IN NURSERY WATERING BASIN 48" ROOT GUARD ADJACENT CURBS AND SIDEWALK SPECIFIED PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH STAPLE TREE -11 REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) 18" x 48" ROOT GUARD ADJACENT TO CURBS AND SIDEWALK SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE STREET TREE PLANTING 8c STAKING DETAIL NOT TO SCALE 2" MA) SPECIFIED TREE STAKE(S)- INSTALL "TREE BOOT" OR- "ARBORGARD" IN LAWN AREAS. wa 1 x PLANT TREE 1"-2" HIGHER - THAN IN NURSERY Rk WATERING BASIN-� SPECIFIED PLANTING SOIL - UNDISTURBED GROUND 12" MIN. FOR WOOD - STAKES & 18" FOR REBAR FINISH STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE I_ 2x ROOTBALL WIDTH I IN HEAVY SOILS, AUGER 8'x6' DEEP �1 HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL NOT TO SCALE 18" I� STAPLE TREE REINFORCED RUBBER H05E OR VINYL W/16 GA. WIRE TIES DETAIL HOSE AND WIRE TIES, SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN FIED AMENDED BACKFILL .IZER TABLETS FY PIT SIDES AND BOTTOM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL NOT TO SCALE PRUNE DISEASED AND BROKEN BRANCHES PLANT 1" HIGHER THAN' REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIED MULCH IN NURSERY a FERTILIZER TABLETS/SPECS 1, FINISH GRADE SPECIFIED AMENDED BACKFILL - COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE EQUAL SPACING FO qg q 9� Z� 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE SURVEYED: SCALE: DESIGNED: JMV DRAWN: JMV ONE INCH JMV 6.12.24 CHECKED: JMV AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: JMV Protection Measures During Construction: Protection measures in this subsection apply for all trees that are to be retained. All of the following tree protection measures shall apply: a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees or at a distance surrounding the tree equal to one and one quarter feet (1.25') for every one inch IV) 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 each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. a. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas: (i) the area defined by the drip line of the tree, or (ii) an area around the tree equal to one and one half feet (1 1/2') in diameter for each one inch (1") of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12 3 2012) b. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a minimum of three inches II of bark mulch prior to installation of the protective fencing. Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12 3 2012) c. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect 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. C TY 0E R EN TON �L` N Planning/Building/Public Works Dept. R-411513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT AS -BUILT LANDSCAPE PLAN /DETAIL SHEET DATE: 05/23/24 FIELDBOOK: PAGE: SHEET: OF: L-3 3 L.L u I- J_ MD W I I..L IN— I..L O V ) UJ Cn olf 0 U/