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HomeMy WebLinkAboutzR-4115SetI-n S. 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 W C) 3 / I REQUIRED FOR ALL WORK WITHIN / ADDRESS: 13200 164TH AVE SE f _ ,� APPROXIMATE LOCATION R.O.W. TO BE APPROVED PRIOR Q OF PROPOSED MAILBOX R-4 TO CONSTRUCTION H 0 APPROVED a - UNIT (SEE 30 RENTON I I 11 -- - - AlLeox PLAN) PROJECT INFORMATION: iM N -------.� �L_--- - -77 �L_ SE 432ND ST. - - -------- - Fk I SCALE 1' = 30' ---. -._. 30' I PARCELS NET AREA 108,980 SQ. FT. 2.50 ACRES N87' - - - - 583.61' (C) 5&4.14' (P) ...........-......-.��- _ 358.19, (C) 358.51' p - - - -.1 1 - O _ ................... r - LINTY EX. RIGHT-OF-WAY 26,337 SQ. FT. 0.60 ACRES ................. CO ......................................................................-........ KING PROPOSED NET DENSITY 3.36 DU ACRE NORTH LINE ....................................................................................... .......L...... ..................... -� LOT 5, BLOCK 1 ............................................................................... o............................ .................................. ....... L ........................... ORN�R........ ..... --W 1 MAX. ALLOWABLE DENSITY 4.00 DU/ACRE T.L. 145750-0027 5 LOT BLO ... .. � � � - ----------- ADDRESS: 16307 SE 132ND `T _ ° - - - PUBLIC STREET PROPOSED R-4 - -N8 '33� 1b�.65' ' ° a a � ° . I ..... , ... n � ON DEDICATION 5,400 SQ. FT. ° ,• R.O.W. DEDICATION REN 30 ° --- --- --- 5,134 S.F. SITE IS NOT IN AQUIFER PROTECTION AREA _ \ 119.00' o 30' 10' LANDSCAPE BUFFER 7- WEST LINE OF ROW DEDICATION C> a ' °� G� - - �5848 631''E 1 ON -SITE IMPERVIOUS/PERVIOUS SURFACE SUMMARY.• I� EAST 1 18.76' OF LOT 5, BLOCK 1 12 S. F. L2 - - - - EX. IMPERVIOUS SURFACE = 0 SQ. FT. F I T, L. 145750-0021 ADDRESS: 16327 SE 132ND ST a, I PGIS = 16,232 SF I ----------- ..... °. d: TRACT PERVIOUS SIDEWALK = 5,407 SF �-- R-4 (. N ____ - - FUTURE IMPERVIOUS (LOTS) = 32,000t ASI �i 10' 1 STORMWATER - _ --- 5,792 S.F. ---- NEW PERVIOUS = 82,750f SF TOTAL NEW IMPERVIOUS = 48,232 SF a. � I o. I...... ,". - � o I I o ri .'.'..'.'. • ° - - S8631'48 E 170.5T TOTAL LIMITS OF CONSTRUCTION = 136,389 SF ( 3.13 AC) 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 o LOT 1 I 11.00' LANDSCAPE S8631'48'E 1,3 - MIN. LOT SIZE 9,000 SF o I 10,686 S.F. I I ...... I........ ... STRIP LTT) Q 10' 35.12' 10' 1f 0 .'........... I r-------_-- CITY LIMITS 1 26•..... MIN. LOT WIDTH 70 FT/80 FT ON CORNER LOT 30' --i �� (TYP) L - o I I MIN. LOT DEPTH 100 FT z �, °. ..... a.. o I T.L. 132305-9093 _ _ _ I ADDRESS: 1 J1 39 I J ri I o I 1 166TH AVE SE MAX. BUILDING COVERAGE 35% r A 30' INGRESS, EGRESS I I I LOT 8 �-- 25 ----1 25' & UTILITY EASEMENT I I o I REC. N0. 7311280414 � I � 9,450 S.F. MAX. IMPERVIOUS COVER 55% ° 1 I o .:..... 30 POWER POWER 1I�EASEMENT I Q MAX. HEIGHT 3 STORIES/32 FT _ REC NO 31138760 N8733'15"W 107.40' SOUTH LINE OF ...... - - - - - I BUILDING SETBACKS: NORTH 143.71' OF 1 1 LOT 5, BLOCK 0 ZF FRONT - 30 FEET 25' � rir .'.. I Q N8T33'15"W 119.00' .. - - 31=48'E 135.45' 10' R - - - 75' 119.00- - - U I - N SECONDARY FRONT YARD - 30 FEET - - - - - - - - - �_ _ o �� _ __ � tr. co Q� 1 �� - i J... I I -------- o N �R REAR - 25 FEET I 1� I R-4 W.Q... w o M 10' I �- 30' , 1 ..�... I� I 50' NO -BUILD o COUNTY l` - -I 10' I Q..Z..'. o 0 OUN OS SIDE - 20 FEET WITH NOT LESS THAN T.L. 145750-0023 I W m I RESTRICTION 1 � KING 7.5 FEET ON EITHER SIDE I I I I25' ____1 C)..- Vo w l I I ....X1.�... o a 01 REC. N0. 3617832 I LE to LOT 2 I I 1 0 F- w o I� I I z UTILITY PURVEYORS: TRACT TAB TRACT DESCRIPTION AREA A PUBLIC ACCESS UTILITY Z 780 SF C STORM WA TER 8,835 SF D STORM WA TER 5,792 SF E TREE 7,350 SF LINE TABLE LINE # DIRECTION LENGTH L1 S87°33'15"E 7.51' L2 S1'11'50"E 7.51' L3 N87°39'02"W 8.28' L4 S1 °11'S0"E 20.04' L5 N1 °11'50"W 5.02' L6 N1 °11'S0"W 15.02' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 12.06 8.00 08621'26" C2 13.22 8.00 094°40'02" SKYHORSE CONDITIONS OF APPROVAL: I 10 658 S.F. 1 I I I °°I ;� �. m ... o LOT 7 I o I -- ---� ---� N 1 LOT 5 I I 9, 450 S.F. TRACT E �C. ... z I ^ WATER SYSTEM: I I I� A Q s -, 1 1 1 TREE TRACT T_j 9, 62 7 S.F. I �. m.... L----- L-_ _ _ J .m.... 1 b I 1 7,350 S.F. 1 RENTON SEWER SYSTEM: - Q Lr)- I - - - - - I L - - - - 1 I EAST LINE OF SCHOOL DISTRICT. � 1 ---__-_-_ WEST 200' OF 01 Ico 5' SIDEWALK TYP -� 0 30' 30' Q ( ) N 1 /2, N 1 /2, FIRE PROTECTION: z 1 30' - _ �S86'31'48'E_135.45' 0 SW 1 /4 SEC. 13-23-5 ELECTRICAL POWER: I 20.02' 1..... - �! _ NATURAL GAS: 88.13' (- ....... 119, 00' 1 cn ............ N8� 34.'.4.1 W 139.02' ..................... ° ° I i I - Q N87 34'41 "W 88.13' I :......... I I .............................................................. TELEPHONE: r-----� rn o a. ......I...... '. I I R-4 Q J ...... L . . . . . T 1 12305-9053 1 I I 20.02' ............$R 34'41"'w 139:02............... N a I 1 GSWGP: 1 1 119.00' .. o � I LOT 6 1 0 o T.L. 132305-9045 1 TRACTA �01 4 a.. o I 1 9,450 S.F. 1 01 ADDRESS: 13231 N01 ID#: 26204 CO ' 166TH AVE SE 1 30' PUBLICACCESS/UTILITY oil ........... l I 1 Lr)1 2,780 S.F. I I I 1 ") I 30' ROAD EASEMENT r 1 LOT 3 , REC. N0. 3617832 yi L I 10,131 S.F. I 3 I----------� .... ...... (CURB AND ------__-� 1 I 1 0 1 m l ^ GUTTER '48'E 170. 5�- S86 31 '48 E 5 N �- - 25' --I I 0 1 LOT 4 L1 ^ a - ---- -- --- --- --- - 1 z 9,384 S.F. j 0 -- ---- --- 35.12' I 0 25' e TRACT C 1 L--------�F- 30' --I i j 2 � a ........... -1 1os.ss' A L _ - - - - - - _ JI-- 20' STORMWATER N I - - 75' 0 I 8,835 S.F. 'Z ' 110.71' 1 - _ ----- T.L. 145750-0025 N87'39'02"W 227.8 16210 SE 134TH ST R-4 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 Z 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 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 FUTUR NNECTION R.O.W. TO LE HIGHLANDS OWN FOR REFERENCE DEDICATION ONL Y. 254 S.F. 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. i LEGAL DESCRIPTION: PERMIT #: T.B.D. R-4 �- 170.57' RENTON N86'30 35 W 170.57 SOUTH LINE OF SEC/ 13-23-5 SW 1 /4 NTY KING Goo DATUM: TAX LOT 145750-0023 NAVD88 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, BENCHMARK. 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 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. ELEVA7I0N=468.858 FEET INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:2Z000, 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. 132305-9058 NORTHEAST CORNER NORTHING: 179359.76 EASTING: 132199797 SOUTHEAST CORNER NORTHING: 179033.54 EASTING: 1322003.16 py II �� of waS�r �I SURVEYED: SCALE: VERTICAL: NAVD 1988 F71 0 T SDM u ZZ r HORIZONTAL: NAD 1983/1991 � �' DESIGNED: 1 -` 0 3 REVISIONS PER CITY COMMENTS DATED 612312021 CID 0710112021 NEM � �75 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 CIDDRAWN: 0410812021 TLK ONE INCH 0�� rIST ��� 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 CHECKED: AT FULL SCALE DATUM SSI0IVAt, �''"EDM IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 0710112021 CJA 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. T.L. NO. 145750-0023 NORTHWEST CORNER NORTHING: 179058.70 EASTING: 1321545.20 SOUTHWEST CORNER NORTHING: 179355.04 EASTING: 1321542.71 WATER DISTRICT 90 CITY OF RENTON ISSAQUAH SCHOOL DISTRICT #411 RENTON REGIONAL FIRE AUTHORITY PSE PSE CENTURYLINK SHEET INDEX: SE 128TH ST Q � N SE 130TH ST Q 0 SE 131TH ST SE 132TH ST SITE 0 0 SE 134TH ST SE 134TH ST VICINITY MAP PROJECT TEAM: N. T S. PROPERTY OWNER NEWFOURTH, LLC 19244 39tH AVE SO. SEATAC, WA 98188 ENGINEER/SURVEYOR NICOLE MECUM/SIEVE McCASKEY ENCOMPASS ENGINEERING & SURVEYING 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 (425) 449-4704 LANDSCAPE: BRUCE LANE LANE & ASSOCIATES 13802 26TH AVE. NW TUALIP, WA 98271 SITE INFORMATION.-(425) 885-2319 PROJECT SITE ADDRESS 163XX SE 132ND ST. RENTON, WA 98059 TAX PARCEL NO. 145750-0023 & 132305-9053 LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (LD) ZONING: RESIDENTIAL - 4 (R-4) PROPOSED USE: SINGLE FAMILY RESIDENTIAL TOTAL PROPOSED LOTS 8 PARCELS AREA 108,980 SQ. FT. 2.50 ACRES TITLE SHEET COVER SHEET / SITE PLAN 1 of 19 TOPOGRAPHIC SURVEY 2 of 19 HORIZONAL CONTROL PLAN 3 of 19 TESC PLAN 4 of 19 TESC DETAILS 5 of 19 ROAD, GRADING & DRAINAGE PLAN 6 of 19 GRADING & DRAINAGE PROFILES 7 of 19 SEWER PLAN 8 of 19 SEWER PLAN PROFILES 9 of 19 TRACT C STORMWATER DETENTION / WATER QUAILITY VAULT 10 of 19 TRACT D STORMWATER DETENTION / WATER QUAILITY VAULT 11 of 19 CONSTRUCTION NOTES 12 of 19 CONSTRUCTION DETAILS 13 of 19 CONSTRUCTION DETAILS 14 of 19 CONSTRUCTION DETAILS 15 of 19 OFFSITE UTILITY IMPROVEMENTS 16 of 19 OFFSITE UTILITY IMPROVEMENTS 17 of 19 OFFSITE UTILITY IMPROVEMENTS 18 of 19 OFFSITE UTILITY IMPROVEMENTS 19 of 19 ILLUMINATION PLAN IL 1 ILLUMINATION DETAILS IL 2 ILLUMINATION DETAILS PLANNING DIVISION IL 3 TREE MITIGATION PLAN 0 APPROVED L-1 LANDSCAPE PLAN 07/13/2021 jding L-2 LANDSCAPE PLAN / DETAIL SHEET L-3 Know what's below. Call before you dig. CITY OF RENTON [;R Planning/Building/Public Works Dept. R-411501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 ' REGIONAL FIRE AUTHORITY eN*o SURFACE WATER UTILITY APPROVED J Farah 07/02/2021 cthomas 07/07/2021 "4<F,REpUt� SKYHORSE SHORT PLAT 1111212020 FIELDPR 17- 000438 PAGE: OK: PAGE: DRAWING NO: COVER SHEET SITE PLAN 1460.3 SHEET: 1 OF: 19 U ME I 404 MR LEGAL DESCRIPTION: BASIS OF BEARING: SE 114 OF NE 114 OF SEC. 14 TWP. 23 N. RNG. 5 E. W. M. TAX LOT 1457500023 NAD 83191 PER CITY OF RENTON CONTROL NOS. 1851 AND 1852 f 7 7 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; CITY OF RENTON SURVEY CONTROL: SW 114 OF NW 114 OF SEC. 13 TWP. 23 N., RNG. 5 E., V V . M. � d' 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 CITY OF RENTONSTATE OF WAS HI NG T ON CONSTRUCTED INTERSECTION OF N.E. 4TH STREET AND 148TH AVENUE S.E. NORTHING: 180904.0809 EASTING: 1316622.3708 ELEVATION: 454.769 FEET ALSO EXCEPT THE EAST 118.76 FEET OF THE NORTH 143.71 FEET OF SAID LOT 5, CONTROL MON 2103 EX. CB \ AND EXCEPT THE NORTH 30 FEET THEREOF, RIM=460.43 BRASS 'SURFACE MONUMENT WITH PUNCH AT THE INTERSECTION OF S.E. 128TH INV=457.53 (12"ADS-N) 61 .• � • .• • � T.L. 132305-9145 STREET AND 156TH AVENUE S.E. TAX LOT 1323059053 INV=457.48 (12"ADS-S) THE WEST 200 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE I ADDRESS: 13120 164TH AVE SE NORTHING: 180828.8458 EASTING: 1319244.0410 ELEVATION: 547.94 FEET LLI SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 23 3'x3' HEDGE 0 I • I I \ I R-4 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. VERTICALT PA -0150 I T.L. 324320-0130 � • A6'I NAVD80DDRESS: 16320 SE 132ND ST ADDRESS:16332 SE 132ND ST 0 INSTRUMENTATION: BENCHMARK: ADDRESS: 16326 SE 132ND ST I R 4 EX. CB T.L. 324320-014.' . HI RIM=463 74 Z -- 0) W z 3 0 a 0 C, z m I N i 2 a z W Z Z W U m V) 0 w a z J INSTRUMENT USED: 5 SECOND TOTAL STATION. CITY OF RENTON CONTROL MONUMENT 2105 i INV=460.24 (12"ADS-SW) 2 - -- 1 1/2'', FLAT BRASS DISC WITH A PUNCH MARK ON A CONCRETE POST IN THE INV=460.14 (12"ADS-N) 3 • 0 5 10 20 30 NORTHBOUND LANE OF 156TH AVENUE SE AT THE CONSTRUCTED INTERSECTION FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090 & WAC OF S.E. 136TH STREET AND 156TH AVENUE S.E.' EX. CB I 462' ELEVATION=468.858 FEET R-4 RIM=464.95 " 332-130-100. T L 324320-0160 12" CONC INV=462 00 (12"ADS W z . SCALE 1 = 30' ADDRESS: 16310 SE 132ND ST IE=468.36 12" CONC INV=461.95 (12"ADS-NE)_11�_tik0130' / COUNTY R-4 IE=467.58 4' CYCLONE FENCE Lu. • ' \ 14 12" CONC >' _ 7 KING 0 IE=471.64 R-4 IE=466.90 4., �. 8 ADDRESS: 13200 164TTH AVE SE 1 " 12" CONCH 12" ADS- / J: IE=465.68 IE=463.71 20° R-4 N EN S. E..13 N.D STREET ' o o .. SD w r N8733'15" \ . . I . . I . , . .. ..'. w . �. w ' �.w w - W w _`'w. T ' . . M W 583.61 ( / o EX: 'ASPHALT w . _ w ._ W. wa. '.''.' '. w' cn ' w Q Z IN 3C 19 (C) 358.51 (D) NW CORNER NORTH LINE LOT 5, BLOCK 1 LOT 5, BLOCK 1 T.L. 145750-0027 ADDRESS: 16307 SE 132ND ST I R -\ 4" N 04 .. j ATE - C • 1 • . ' � KING 0 �N/IRE FENCE, WOOD FENCE / -- o C AIN LINK FENCE I ' 1 , c"i D� C.O.R. N. 1/4 CORNER SEC. 14 FOUND MON mrCONTROL POINT 1852- _ C.O.R CONTROL POINT 2103 IN CASE N. 1/4 CORNER SEC. 13 - - - -N87'09'46"W 2536.71' L, MI.2 CALCULATED N8821'20"W 2622.78' N8636'35"W 2616.76'POSITION 1268.355' 1268.355' Tt 14j ;13 1308.38' t_T__ 1308.38' i+) 00 N M n CV O M O M r O NCID to N O M N z-- N87 33'15"W , 2574.83 _ N 1 - �- S8631'48"E 3 1287.415' :" I 1287.415' 2584.64' rn 1292.32' ^ 1292.32' --- ---- - ----- roiO IT i0 N CDkin 0 IC d7 0 . C14M F O M Z � 1306.535' 1306.535' I 1276.265' HELD AS CENTER SEC. 14 N87'56'03"W 2613.07' 1276.265' FOUND MON N8626'53"W 2552.53' IN CASE NE CORNER] ' �- - _ 3228LOT 5, BLOCK 1 M I I I -�6" N8733'15" 106.65 wooD / R�1N TON 12" 20jWALL 30'\ 119.00' 2" WEST WEST LIE OF --- EAST 118.76' OF LOT 5 BLOCK 1 T.L. 145750- 021 24" j I ADDRESS: 16327 SIE 132ND ST I �' I I w 8 \ I 20" ,< _4 DECK o Ex. HOUSE 0\ f.;�6� �,. W 20" t2 I \ FF=471.46 I I .• I) 20 I I \ \ I I w / I 16" I I A I � I 16" � � I 3C2„ I\ I o I �.:. '•.• I,I I \ II T.L. 132305-9093 I� I \ I ADDRESS: 13139 \ 30' INGRESS, EGRESS I I GARAGE .fix •. rq1. I'I w \\ \ \ I 24" 166TH AVE SE I 1 \ GRAVEL''. & UTILITY EASEMENT I I I I REC. NO. 7311280414 47 I I I I ► I i\ / 18" J / I I I W 30' POWER EASEMENT I J SOUTH LINE OF M I REC.NO. 3138760 NORTH to 143.71OF LOT 5. BLOCK 1 -- � 28" _3'15"W 119.00/ NI R-4 14" 24" 12" a 50' NO -BUILD I I COUNTY T.L. 145750-0023 00 RESTRICTION 24 / KIOG 3I I RE S28" � 24" \ -464 ---� = I I �� I vv �� �� r - - -ENToN // = o I w �I I R to 30" L EAST LINE OF I14' WEST 200' OF \\ I S1 12, N 1 /2, W / l 1 �" Z I / � I i I I �'I ( \\ 20"I SEC. 13-23-5 12 / I IL / I I R-4LLJ z 1 / _ J 24" I I I /� T.L. 132305-9053 Y I GR�/ I w z / /I T.L. 132305-9045 t � z I ADDRESS: 13231 R-4� 3REC.ROAD NO. EASEMENT I q60/ Zn6' �10 24" `�T� 28' 1A 14" 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 36" � 4,8 T.L. 145750-0025 8. N8739'02 ^� �16210 SE 134TH ST \ WIRE FENCE / .rNTON �R \ / J / / / 0710112021 I / \� \� (3j14" / 24" �� ( \ "'ITY 2 REVISIONS PER CITY COMMENTS DATED 410712021 CID 04/08/202i 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 NO. REVISION BY DATE JSOUTH LINE OF WIRE FENCE / N 1 �2, N 1 �2, SW 1 �4 7' WOOD FENC NTY- J SEC. 13-23-5 EX. GARAGE (� KING CO i EX. / GRAVEL SURVEYED: SDM DESIGNED: NEM DRAWN: TLK CHECKED: EDM A P P R APPROVED: CJA SCALE: VERTICAL: NAVD 1988 1 "_ 0) HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Know what's below. Call before you dig. 'R CITY OF RENTON Planning/Building/Public Works Dept. E. 1/4 CORNER SEC. 14 CALCULATED POSITION CONTROL DETAIL SCALE. 1"=1000' TREE LEGEND FIR TREE MAPLE TREE ALDER TREE CEDAR TREE BIRCH TREE COTTONWOOD TREE CHERRY TREE DECIDUOUS TREE (UNSPECIFIED) LAUREL TREE 0 JAPANESE MAPLE * PINE TREE 0 N O O N 6 O CENTER OF SEC. 13 CALCULATED POSITION N N 3 M T 0 O Cn LEGEND EEI WATER METER N WATER VALVE FIRE HYDRANT o MAILBOX 0 SIGN UTILITY POLE GUY ANCHOR ❑T TELEPHONE RISER OGM GAS METER YARD LIGHT ❑ CATCH BASIN O BOLLARD (P) PLAT (C) CALCULATED STORM LINE E OVERHEAD POWER LII w WATER LINE -��WIRE FENCE 0 WOOD FENCE 0 -CHAIN LINK FENCE JGRAVEL ASPHALT R-411502 Oil's • H IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING �'IL Q_ Brianne Bannwarth 07/01/2021 ' SKYHORSE SHORT PLAT PR 17- 000438 TOPOGRAPHIC SURVEY O DATE: L1j 1111212020 Cf� FIELDBOOK: PAGE: O DRAWING NO: 14603 � SHEEP: OF: 2 19 0 n 3 T.L. 324320-0150 �4DDRESS: 16320 SE 132ND ST 70 I T.L. 324320-0160 ST ADDRESS: 16310 SE 132ND ST COUNT' R-4 KING R-4 T.L. 324320-0130 I ADDRESS:16332 SE 132ND ST T.L. 324320-0140 R 4 ADDRESS: 16326 SE 132ND ST 01 R-4 -W -" I o 30' I 7 N87°33=15N 583.61' 3 5.19' (C) 358.51' (D)'�--I-�_ NORTH LINE - LOT 5, BLOCK 1 3 T.L. 145750-0027 30' NE CORNER ADDRESS: 16307 SE 132ND ST _ N87°33'15"W 10LOT 5, BLOCK 1 6.65_ R-4 - - II 10' LANDSCAPE BUFFER WEST LINE OF ROW DEDICATION EAST 118.76' OF 12 S.F. L2 LOT 5, BLOCK 1 T.L. 145750-0021 ADDRESS: 16327 SE 132ND ST R-4 I � I LOT 1 S.F. , 10686 o I I I� II I I I I z I r2 + i N 40 N8733'15"W 107.-, I SOUTH LINE OF o NORTH 143.71' OF 1 LOT 5, BLOCK 1 w - - CD 119.00 I o R-4 0 T.L. 145750-0023CO o LOT 2 0 oCD LOT 5 I 9,62 7 S. F. o I O 0 of I N CDf I I I 20.02' (.n N87 3441 "W 139. 0 - Li 9. 00' - N87 34'41 "W 8 .13' _ r _ 31 +88 - �- - - o 00 I o 0 N II L0 rn LOT 3 10,131 S.F. T.L. 145750-0025 16210 SE 134TH ST R-4 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 31+00 I - N87 34'41 "W' `N 20.02' 119.00, TRACT AI PUBLIC ACCESS/UTILITY rnl 2,780 S.F. 3 LnCN i� O LOT 4 I z 9,384 S.F. z � I I � O O '4- I � � I 110.71' N87'39'02"W 227.85' R.O. W. DEDICATION 254 S.F. IAIL H 0 5 10 20 30 SCALE 1 " = 30' T.L. 132305-91 45 ADDRESS: 13120 164TH AVE SE R-4 -- T.L. 132305-9027 ADDRESS: 13200 164TH AVE SE R-4 INTX / STA: 10+00.00 SE 132ND ST= STA: 20+00.00 164TH AVE SE KING COUNTY 11#00-. R. 0. W. DEDICATION RENTOr 5,134 S. F. - S& 631'48'E 1� - G N TRACT D STORM - 5 792 S.F. �* I �86 31'48'E 17� - S86 31'48'E 135.45' - - 10' PRIVATE 35.12' STORM EASEMENT FOR ROOF DRAIN Vo CONNECTION T.L. 132305-9093 ADDRESS: 13139 o I I LOT 8 166TH AVE SE I I 0 l 9,450 S.F.CN o - - S86 31_48E 135.45' NI I � N I� oN � COUNTY z o KING a LOT 7 I I Io TRACT E J 9,450 S. F. I TREE TRACT Io 7,350 S. F. I RENTON ^ EAST LINE OF WEST 200' OF N 1 /2, N 1 /2, 86 31 '48'E-135. 45' - SW 1/4 INTX - 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 o CONNECTIONS o I LOT 6 o T.L. 132305-9045 9,450 S.F. ool ADDRESS: 13231 166TH AVE SE R-4 I I S86 31 '48 E 135, 45' S86 31 '48'E 170.5�-- -- - - - � - - 35.12' I Izz TRACT C I STORMWATER N 8,835 S. F. o 170.57' RENTON N86°30 35 W 170.57 SOUTH LINE OF N 1 /2, N 1 /2, SW 1/4 COUNTY -� SEC. 13-23-5 KING 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 �EcrsT 1 REVISIONS PER CITY COMMENTS DATED 112512020 ssIONAL �yG 0710112021 NO. REVISION SURVEYED: SDM DESIGNED: NEM CID 0710112021 CID 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R I APPROVED: CJA SCALE: 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 2616.76�POSITION 13 I� 14 13 T 13 1308.38, N o 00 O 7 O r- C O N N N87'33'15_W I 2574.83' --F- D N - U O I L C CD S86°31'48"E 1287.415' I 1287.415' - I 2584.64_ 1292.32' -�- w O 15,U 1292.32 ol� r- D V7 I N O o O C/7 rr� N r .`-�. !n CD 0 I C r-) C' I c I� o to r 306.535_ 1306.535' 1276.265' � HELD AS CENTER SEC. 14 N87°56'03"W 2613.07' 1276 FOUND MON N86°26'S3"W 2552.53' IN CASE LINE TABLE LINE # DIRECTION LENGTH L 1 S87 33'15'E 7.51 ' L2 S1 °11'50"E 7.51' L3 N8739'02"W 8.28' L4 S1 °11'50"E 20.04' L5 N1 °11'50"W 5.02' L6 N1 °11'50"W 15.02' E. 1/4 CORNER SEC. 14 -j CALCULATED POSITION CENTER OF SEC. 13 CALCULATED POSITION CONTROL DETAIL SCALE. 1"--1000' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 12.06 8.00 08621'26" C2 13.22 8.00 094 40'02" DRIVEWAY TABLE N1 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 I LLi aj IN TX -------------------- LU STA: 10+00.00 SE 132ND ST= Q 1 STA: 20+00.00 164TH AVE SE PC 466 . STA 9+68.35, 13.00' RT . . FL=465.92 . . 465.98 1/4 A 466.03 STA 10+30.56, 15.06' RT 1.2% .1.2% 2.Oq . 1.4 A . STAI 9+80.11, 15.94' RT 1 . FL=464.74 �� FL=1465.67 R=25:00' R=25, 00.. L=40.86' . L--48.96' 6=93'J834" 6=11271'57. . .1/. Q . . 466.70 N <" STA 10+22.27, 20.89' RT1$°1° 466.75 CD 112 A STA 9+89.10, 24:06' RT ' FL=464..92 . == 466.65 FL=465. . I. 465.28 . .PC. 10+40.50, .13.00' RT FL=464.55 FL=464.62 - 51.2%- 1.0% I � 0 \r, , FL-464.89 FL .465.30 3/4 Q �, o I - 2.2% Ln 0 1 STA 20+30.56 15.06' LT 466.84 •p 466.39 FL=465.22 FL=464.88 465.62 ° � 3 4 A FL=464.87 `1 466.73 466.67 OI •2 STA 20+34� 95, 9.02' RT \ I I� o / 466.42SJ FL=465.16 . PT . �l Sg I 466.33 STA 20+40 50, 13.00'. LT . 465.60 0 Sq 466.36 o FL = 464.82 CD PCC STA 20+46 81, 11.50'.RT . 465.53 FL=464.91 I. M I R=15.00' I L=6.77' - I 6=25 50'31 " 465.65 465.56 ° o PT . 5' T + T S A 20 53 35, 1 3 00 R , 5 1.8%-- FL=464.84 . . LOW (POINT. . CURB RETURN AND RAMP DETAILS SCALE: 1"--10' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 "=30' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 464.44 ° 465.21 1� 11.97. � 465.10 I I 465.19 oI1�% 1 465.30 465.36 465.65 - 465.63 - 465.62 NOTE. SEE SHEET 13 FOR RAMP DETAILS R- 411503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING Brianne Bannwarth 07/01/2021 IL O V) DATE: SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: O PAGE: DRAWING NO: HORIZONTAL CONTROL PLAN 1460.3 SHEET: OF: 3 19 / ^ C) d- 2 T.L. 324320-0120 \�/ .�s� I SMALL (2'x2' RIP RAP PAD 16337 SE 131 ST PL I 30' TO PROTECT OUTLET I - � I COORINDINATE WITH OWNER ----- - - TO MAINTAIN ACCESS TO - Ii EXIS77NG DRIVEWAY I � o GRAVEL OR COLD PATCH RESTORE GROUND I ! S8 COVER IN KIND ONCE ;j TRENCH IS BACKFlLLED T.L. 132305-9145 ADDRESS: 13120 164TH AVE SE R-4 T.L. 324320-0150 T.L. 324320-0130�- �4DDRESS: 16320 SE 132ND ST I ADDRESS:16332 SE 132ND ST I - T.L. 324320-0140 I R-4 I - ADDRESS: 16326 SE 132ND ST I _ ICONSTRUCTION ENTRANCE PER COR STD 215.10 I �Q62 0- 016 0 I R 4 SEE SHEET 5 SE 132ND ST I I (CONTRACTOR TO MAINTAIN LWp' 0 ACCESS TO RESIDENCE ON R - 4 T.L. 132305-9027 w R-4 I Q'' T.L. 132305-9027 UTILIZE STORMWATER VAULT FOR \ = _ ADDRESS: 13200 164TH AVE SE SEDIMENTATION OF CONSTRUCTION SITE i r I RUNOFF. VAC TRUCK CLEANING AS L, REQUIRED AND ONCE CONSTRUCTION IS - - so - - - _ _ _ I COORINDINATE WITH OWNER COMPLETE/SITE IS STABILIZED. TO MAINTAIN ACCESS TO - - EXISTING DRIVEWAY TREE PROTECTION FENCE " � S. 132 STREET I - - - 3 DETAIL SEE SHEET 5 (TYP) -- - -- \--JL_ - -JL �\ b I TREES TO BE RETAINED TYP RE ( ) - TY i i -ram -- --- � - -- -_ _�- - - - - - \ OWN CIVo`O-,: KING O - - -- -- / 0 0027 C) \ SE 132ND S I I ° d � \ ' /� � /�460 a a \ ---- -- \462--OTC d \ ° d X a _ X _ d X _ \ - X d' X 4 - X � \ / / X i - - X - - d - 4 oo a i d o � o 0 x - { x / ADDRESS: 1 16327 0SE - 132ND I \ I ° � I a � � MULCH AND I - 4 ° I I HYDROSEED SL01 \ I I \ ---- - ONCE FINAL \ _x� X GRADES ARE I a A v ---- REACHED a a \ e I PROVIDE CONCRETE t --- -- \ -\ -- WASHOUT FACILITY > HYDROSEED I \ - I I' J II \ / I a, I I \� I I HIGH VISIBILITY SILT FENCE II I T.L. 132305-9093 \ I \ q PER COR STD 214.00 I I ADDRESS: 13139 ISEE SHEET 5 (TIP) I 166TH AVE SE I I o v z I INSTALL TEMPORARY II I ° / a I I J �, I INTERCEPTORSWALE } - ' ----- WITH CHECI DAMS (TYP) / l II I / / - CONSTRUCTOIN LIMITS I (Tw) �► Lu _X _x PRESERVE EX. / / I R- 4 I I I / T VEGETATION PER / I '� I INSTALL TEMPORARY I I / , BMP C101COUNTY T.L. 145750-0023 I 61 LF 12 CULVERT KING I NG ® 2.00% MIN I I �I I MULCH HYDROSEED 4 64 ° / I STOCKPILE AREA I APPLY GRAVEL I I - - RENTON / / ( COVER:W/PLASTIC / \ I SHEETING AS NEEDEDSURFACE ONCE/ _ - - - UTILITIES AREA I / I I INSTALLED I �\ T.L. 132305-90` CAT NSERT U71LIZE STORMWATER VAULT FOR PER CCOR STD H BASIN 1216.30 SEDIMENTATION OF CONSTRUCTION SITE T.L. 132305-9045 SEE SHEET 5 (TYP) RUNOFF. VAC TRUCK CLEANING A ADDRESS: 13231 REQUIRED AND ONCE CONSTRUCTI N IS i 16 6 TH AVE SE COMPLETE/SITE IS STABILIZED. / I�x4 D R-4/ - ---- I I I I SILT FENCE PER COR STD 214.00 1 ��� I I / EX TREE TO BE SEE SHEET 5 (TYP) REMOVED (TYP) � xx_X XI 6 i T.L. 145750-0025 x -x � ._ i / -� _-464 16210 SE 134TH ST 4I - 62 - - -� R CLEARING LIMITS (TIP) : I X -462- - - _ _ / R N, 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 INSTALL TEMPORARY ' 68 LF 12" CULVERT 0 2.00X1 MIN pHILIp 0F WASH �I �' SEE SHEET 17 I FOR ON71NUA7I0N 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 �� 2 REVISIONS PER CITY COMMENTS DATED 4/07/2021 IST o 1 REVISIONS PER CITY COMMENTS DATED 112512020 ss10 L �yG 0710112021 NO. REVISION GOON KING SURVEYED: SDM DESIGNED: NEM CID 0710112021 CID 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: EROSION AND SEDIMENT CONTROL JESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIIN TO EVERY PROJECT THE APPLICANT OR OWNER, HERESY REFEIRI`WD TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLr'.ARTT SHALL NOT RENUMBER NOR EDIT THE REMA3NiNG NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMC"G THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AHD THE APPLICANT'S CONTRACTOR, 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASH NCTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER. GENERAL PERMIT, IF a IS RECUIREd FOR THE PROJECT- THE APPLICANT SHALL PROV05 THE CITY COP4ES OF ALL MONFTORING REPORTS PROVIDED l 0 ECC]LOGY ASSDr,IATED WITH THIS CON$TRUCTEDN STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SIT SHALL. INCLUDE AN ESC CONSTRUCTION SEQUENCE PFTNLIN5 THE ORDERED STEPS THAT SHALL 13E FOLLOWED FROM COWQ TRUCTIQN COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC RIEDUIREMENT5 4 THE SOUNDARIES OF THE CLEARING LIMTrS, SENSITIIVE AREAS AND THEIR BUFFERS. A"D AREAS OF VEGETATICN PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(SI SHALL BE CLEARLY DELINEATED BY FENDING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM} PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED T4E CLEARING LIMITS SHALL BE MAINTALNED BY THE APPLICAMT15SC SUPERVISOR FOR THE DURATION OF CONSTRUCTION 5. STABILIZED CONSTRUCTION ENTRANCES SHAD. BE INSTALLED AT THE flEGINNINO OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVER AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE MD OF EACH DAY. OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSrrE OR IN DESEGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO T!-IE GROUND, OR TO STORM DRAIN$ OR OPEN DITCHES. ON-5ITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDiDR CONSTRUC71CN 70 PREVENT TRANSPCFRTA71ON OF SEDIMENT TO SURFACE WATER, ORAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC 8MRS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AIdDfOR CONSTRUCTION 18 COMPLETE ANr3 PDTEmTCAL FOR ONSITF P$�DSION HAS PASSED- ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIz!ED TO ENSURE PaT1=NTIAL FOR OWSITE EROSION DOES NOT EXIST- THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT- ENHANCEMENT. AND REMOVAL OF E$C BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8 ANY HAZARDOUS MATERIA4S OR I-IQQID PRODUCTS THAT HAVE THE PQTT;NTIAL TO P044TF Ri)NOFF SHAI..L BE PISPQ$ED OF PROPERLY g. THE ESC BMPS DEPICTED 0" THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTIGIPAT51) 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 CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY 7HE ACTRAT1ES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MIt0IMUM REQUIREMENTS, AS MAY BE NEEDED, 70 PROTECT ADJACENT PROPERTIES AND WATER OUAUTY 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 CONSTRUCTION OF STORMWATER FACILITIES 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 DURING THE WET SEASON (OCTOBER 1 ST THROUGH APR IL 30TH} OR SEVEN DAYS DURING TFIE DRY SEASON (MAY TST THROUGH SEPTEMBER 30T�-o SHALL BE IMMEDIATELY STABILIZED W17H THE APPROVED ESC COVER METHODS (EG., SEEDING, MULCHING, PLASTIC COYERFNG, FTC.) IN CONFORMANCE WITH APPEND1x D OF THE RENTON SSNDM. 13. WET SEAS C)N ESC REDLRREMENT5 APPLY TO ALL CONSTRUCTION SITES BETWEEN ❑CTOBER 1ST AND APRIL 39TH, UNLESS OTHERWISE APPROVED BY THE CITY- 14. ANY AREA NEEDING ADDITIONAL ESC MEA15URE S. NOT REQUIRING IMMEDIATE ATTI=KTION, $HALL 5F p,DDRESSED VATKIN SEVEN (7) DAY$- 1 M N4 I H INSPECTED A A I H 4HE IN M NT S, THE ESG 8 PS g INACTIVE SITE SHALL BI< AN{11u1+0.1kTA NED T MINIMUM OF Q+�ICE A MONTH OR WITHIN 2 OUR$ FOLLOWING A STORM EVE INSPECTION AND MAINTENANCE SHALL DCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY GO;'lSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWUSLOPE AND WITHIN 501) FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP ALL CATCH BASIN INSERTS SHALL 8E PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH a4S1N SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED P IOR Tq PAVING. THE GLEANING OPERATION FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. TH€ TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL rIRADF_ OF THE PERMANENT FACILFIY. 19, AREAS DESIGNATED ON THE PLAN($) CONTAINING EXISTING STORM*ATFR FACILRIE5 OR ONSFTE BMPS SAME;N❑IED SAILS, BIORETENTION, PFRMENI LE PAVEMENT ETC ) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTK)N 20. PRIOR TO THE BEGINNING CIF THE WET SEASON (OCTOBER 18T), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR I TI T FT L SEEDED N PREPARA ON FOR THE WINTER RAINS DISTURBED AREAS SHALL 6E SG+I3DED OR SEEDED WITi a3T1E WEEK D HE BEG NNING OF THE WET SEAS 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 CiJmTRUCTION ACCEPTANCE, THE PROJECT 8171= SHALL 9E $TABILI7�D TO PREVENT SEDIMENT -LADEN WATER I` ROM LEAVING THE PROJECT SITE ALL ESC Emps SHALL BE REMOVED. ANb STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AN ON -SITE BMPS SHALL BE RESTORE➢ TD TMEJR FULLY Fl1NCTIONIlJC+C4NOrr[QN. ALL DIST[1R5�0 AREA$ E]F THE PROJECT $ITS SHAH EE VEGETATED 4R OTHERWISE PERMANENTLY STABILIZER. AT A L.1I NLMUI.1. DI5TURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHI<D TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL, MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 16T. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD !UG+iTS-OF•WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGMTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE UNLESS OTHERWISE AIoM, ()RAW[NG 15 NOT TO SCALL (NT51 aftk STD, PLAN - 2fi8.00 URIPUBLIC WORKS EROSION AND SEDIMENT CONTROL PRI;. .n DEPARTMENT GAZ 912812018 1 STANDARD PLAN NOT€S Pik Wa4ANliriniw�ionni 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 BMP'S REMOVED, IF APPROPRIATE. ..fidmm� _ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 "=30' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. C z 0 5 10 20 30 SCALE 1 " = 30' FmOds"cla►T1m ® FILTER FABRIC PROTECTION TREE PROTECTION LIMITS OF CONSTRUCTION _X _X _X SILT FENCE APPROXIMATE CUT/FILL VOLUMES CUT. 2,093 C. Y. FILL: 6,211 C.Y. DISTURBANCE AREA AS SHOWN ON THIS SHEET 3.07 AC. ARBORIST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED DRIVEWAY, ASSOCIATED UTILITIES & THE PUBLIC STREET FRONTAGE. : 4 S AP GEOTECHNICAL RECOMMENDATIONS: 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� iN ni rrrl.�t�� ►►�u�ys•I»� 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:1 V (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� ►►ir ►ra.�r�yxrrrl►��� 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. ►jr►rr��C�Il�lilir►►�UiI:7�►�1.1:1'l [.1:1y1i1 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 C APPLICABLE SPECIFICATION OF THE CITY OF RENTON. R- 4 1 1 5 0 4 N 7 61 • 0- IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERINGIL Brianne Bannwarth 07/01/2021 `L SKYHORSE SHORT PLAT PR 17-000438 TESC PLAN O I C/� DATE: 1111212020 RELDBOOK: PAGE: O DRAWING NO: 1460.3 SHEET: OF. 4 19 d- 0 d- J03NTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES, WIRE RINGS. OR EQUIVALENT TU ATTACH FABRIC TO POSTS TA2" 14 GAUGE WIRE, OR91 EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC I 2,K IN. I1-11 POST SPACING MAY BE ENCREASE77 4"x4' MIN. TRENCH i I 12' MIN. TD a' IF WIRE BACKING FS USED I� BACKFILL TRENCH WITH NATIVE SOIL OR V4" TO 1.112" WASHED GRAVEL 2'Srot" WOOD POSTS, STEEL FENCE POSTS, OR EQUNrALENT (TYP.) NOTES: I. CONDI '"SOFUSE ,. SILT FENCE MAY BE USED DOWNSLOPE OF ALL OtSTURBED AREAS. 2. SILT FENCE IS NOT INTENDED TD 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 DR POND, :-E51GN AND INSTALLATION SPECIFICATIONS L.1- THE OEOTEKTRE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751 } 2D-1D0 SIEVE SIZE (D.gD-1).15m ) FOR SILT FILM So-t00 SEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM P4181) D.D2 SEC' MINIMUM GRAB TENSILE sTkEIYGtH (ASTM 04632) 180 LBS. MIN. FOR EXTRA ST'i2ENGTH FABRIC 100 LBS, MN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4932) 30%MAIL_ (WOVEN} ULTRAVIOLET RESISTANCE (ASTM O4355) 70% 61% -,.2. STANDARD STRENGTH FABRIC REOUINES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER. POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. -.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SWILL NOT BE STEEPER THAN 211:1 V 24. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM a INCHES DF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLEO ALONG CONTOURS WHENEVER POSSIBLE. 3- MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP DR POND. 3.3. IT IS IMPORTANT TD CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENrT. 'i.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT LS 8 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. FT SHALL BE REPLACED. UNLESS QTHERWISE NOT113, DRAWING IS NOr TO 50ALt [NT* URIPUBLIC WORKS DEPARTMENT 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 :45 Alk S. E. 114 OF N. E. 114 OF SECTION 14, T. 23 N., R. 05 E., W- M. CITY OF RENTON, STATE OF WASHINGTON �K15rttiPL0�01� R 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY kOAb StANDARD5 4W QUARRY SPALLS --' GEOTEXTILE 12" MIN. THICKNESS 1D0' MIN. I DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE OON$TRUCITON ENTRANCE To AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15, MIN PROVIDE FULL WIDTH OF LNGRESSIEGRE:SS AREA NOTES: 1: P,.QNPRION i];=USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAV;NG A CONSTRUCTION sr-E AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE 12 FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE Ito ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES &HALL BE OF SUFFICIENT LE14GTHWDTH TO PROVIDE VEHICLE ACCESSrPARKENG- BASED ON LOT SIZElCONFIGURATION. 2. DESV k AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATLON GEOTEXTILE SHALL 13E PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS" GRAB TENSILE STRENGTH (ASTM D4632) 200 -BS. MIN GRAB TENSILE ELONGATION (ASTM D4M) 30% MAX, (WOVEN) CSR PUNCTURE STREN07H (ASTM DVOI 495 LBS. MIN AOS (ASTM D4751) 20-45 (U.S- STANDARD SIEVE SIZE) >.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE I H LEVELS IN GTORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE M PROHIBITED. 2.S. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. NDG FUEL IS NOT RECtiMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDEMENT FROM BEING TRACKED ONTO PAVEMENT OR I F THE HOG F UEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING 5HALL 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 INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3, VAENTENANCESTANDARDS 3.1. QUARRY SPALLS SHALL AE ADDED IF THE PAD IS NO LONGER IN ACCORDANMVVIT+1 THE SPECIFICATnNS. 32 IF THE ENTRANCE IS NOT "EVENTING SENIVENt FROM BEING TRACKED OWO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE 0= SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET 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 R9GK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE 1T CAN BE CONTROLLEI7 AND DI8GWRGE11 APPROPRIATELY. WASH WAFER MUST 8E PUMPED RACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3 Y Y T A AR N FROM THE P AN EN P THEROADWAY S I Y ,4 AN QUARRY SPALLS H T - E LDDSE ED DMI E AD P P U ON THHALL 13E REMOVER IMMEDIATELY 5. IF VEHICLES ARE ENTERING OR EXITING THE $rrES AT PAINT$ OTHER THAN THE CONSTRUCTION ENTRANCE($}, FENICJNG $HALL BE INSTALLED TO CONTROL Tway=Flc, UNLESS OTHERWISt No-mv, pRAW FNG 15 NOr TO 50AL� INTSE - STD, PLA- z15.10 DEPARTMENNTT N PPRQV ED" UR) PUBLICwOSTABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I P„11. wIL, DATA xrL :45 Al �5'MAk DRAINAGE GRATE TRIM GRATE FRAME _ — OVERFLOW BYPASS Y BELOW INLET GRATE DEVlC£ SEDIMENT AMC) DEBRIS' " FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATESHOWN) RETRIEVAL SYSTEM (TYP,) OVERFLOW BYPASSITYP.) BELOW INLET GRATE PWCE ISOMETRIC VIEW NOTES: 1. PROTECT,ON SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS POWNSLOPE AND WITHIN 500 FEET OF A 131STURBED OR CCN5TRUCTICN AREA. UNLESS THE RUNOFF THAT ENTER$ THE CATCH BASIN WILL BE CONVEYED 71) A SEDIMENT POND OR TRAP 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 9. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE 4, SIZE THE BELOW INLET GRATE DEVICE IBIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE- 5- THE BIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM(OVERFLOW BYPASS} THE RETRIEVAL RY M 5T ALLOW REMOVAL F THE RleD OUT SPILLING THE COLLECTED ATERIAi- 9. RETR STEM U O WITH M R WITHSPECIFICATION 1. 7 PE FURN4 MAINTENANCE IN AGGI3RQANGT= STANDARD A-D 3 15). } B, ANY SEDIMENT IN THE CATCH BASIN 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, UNLESS QTHERWISt NOT113, DRAWING IS NOr m 50ALt INTSI STD. PLIaN - 216.30 �� PUBLIC WORKS APPN ED "e ♦ DEPARTMENT ENT CATCH BASIN INSERT GAG 9/28/2018 P-1, w— DATr View Looking Upstream q 12' �1s•� (0-6m) (150mm) Note: Key stone into channel banks and extend h beyond the abulments a minimum of 18" (0.5m) to prevent now around dam. A Section A -A Flow a— 24- (0.6m) _ c V (2.am) Spacing Between Check Dams 'L' = the distance such that points 'A' and'B' are of equal elevation. L' Point'A' NOT TO SCALE Rock Check Dam Revised June 2016 DEPARTMENT OF ECOLOGYPlease see http.'/Avww-ecywa.goWcopyrighthtml for copyright notice including permissions, State of Washington IimNation of liability, and disclaimer. `0, -rr/r� ;� SURVEYED: SDM DESIGNED: 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 NEM b �� 1,O 38375 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP DRAWN: TL1< REGISTER �� 1 REVISIONS PER CITY COMMENTS DATED 1/25/2020 PMD �/1�/2020 CHECKED: ZONAL 07/01/2021 N0. REVISION BY DATE APPR EDM APPROVED: CA SCALE: 1" 30) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM : 4 5 AI Lath and flagging on 3 sides 3endbag term 10 mil plastic linklg A Plan 1m Berm Section A -A Type "Below Grade" P Stake (typ-) 1rl plastic lining Sandbag 1, Actual layout determined in the field, 2. A concrete washout sign shall be installed With111 16 m of the, temporary eoncrote washout facility. Wood Frame securely Hastened around entire peri"ter With tV stakes 10 mil pias#ic IIn[no Section B-B 2x12 rough Plan wood Frame Type "Above Grade" with Woad Planks NOT TO SCALE Concrete Washout Area with Wood Planks Revised June 2016 [DEPARTMENT OF ECOLOGY O OGY pi,.,, p.y. .winpyrig►t hhJ for copyright notcc including per isslons , State as Washington, limilationoflabift,and disdaimer. Al Y One sign per 50 feet. (minimum of 2 signs) Dripline r-rftic$I ^ — ~ f Root Zoo x0 Ft. I I f f f I 2 , I 6 Ft. Temporary I Chain Link Fence tc_ Ixx,Ts NO TRESSPASSING PROTECTED TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD Know what's below. Call before you dig. CITY OR RENTON I;R Planning/Building/Public Works Dept. R-41 1505 S A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Brianne Bannwarth 07/01/2021 ' c SKYHORSE SHORT PLAT PR 17— 000438 TESC DETAILS O Z DATE: Lu 1111212020 C� FIELDBOOK: PAGE: O DRAWING NO: 14603 SHEET: OF 5 : 19 ROCK LINING PER RSWDM TABLE 4.2.2.A T.L. 324320-0120 16337 SE 131 ST PL CB 11, TYPE 1, IIE=454.00 STA:17+93.43, 14.95' LT W SOLIDLID200.0 I III 4_ LF _1.D.I.SD -- ---- ER COR S7DNG i ® 0.50% STA:17+97.34, 13.00' LT -- - --- - RIM=455.89 IE=454.02, 12" (S) 12" ADS MAINTAIN EXISTING ACCESS IE=454.60 IE=454.02, 12" (NE) I DURING CONSTRUCTION. RESTORE ACCESS AS NEEDED I AT COMPLETION OF --- - - - - - I ' 12" ADS CONSTRUCTION NOTE: - - - - - - - IE=455.50 RESTORATION WITHIN KING COUNTY EX. CB CB ROW SHALL COMPLY WITH KING RIM=4 �/ INV=455.56 MISTING WALL COUNTY RESTORATION STANDARDS. (12"CONC-N) INV=455.66 (12"CONC-S) I EX. CB \ \ 0 RIM-460.43I I I I FILL IN DITCH AND I INV=457.53 (12"ADS-N) I I RESTORE PER T.L. 132305-9145 INV=457.48 (12"ADS-S) COUNTY DIRECTION ADDRESS: 13120 164TH AVE SE 3'x3' HEDGE I I \ I R-4 T.L. 324320-0130 A 6 THIS PORTION OF THE STORM SYSTEM IS WITHIN KING T.L. 324320-0140 ADDRESS: 16332 SE I ,. COUNTY R-O-W. A R-O-W USE PERMIT HAS BEEN 132ND STI SUBMITTED TO THE COUNTY AND IS REQUIRED TO BE ADDRESS: 16326 SE R-4 W -- ISSUED BEFORE WORK CAN BEGIN. 132ND ST EX. CB 3 RIM=463.74 1_1 _ MAINTAIN EXISTING ACC _ T.L. 324320-01 50 CB 15, TYPE 1 INV=460.24 (12"ADS-SW) j IV DURING CONSTRUCTION. ---- ADDRESS: 16320 SE 132ND ST W/ VANED GRATE INV=460.14 (12"ADS-N) Q.:I _ cn I RESTORE ACCESS AS NEEDED I COR EX. CB 8 4 o COMPLETION OF R-4 STA 9E+63.34, 1R �22oRTl RIM, 464.95 6 CO CONSTRUC110N _ 1631006SOE I 12' CONC 112" RIM=932.17 1=462.00 (12"ADS / b3 ,n �^ IE=468.36 CONC IE=462.08, 12" (E) INV= 61.95 (12"ADS-NE) CB2, TYPE 2, 48" MH RT4 I IE=467.58 IE=462.08, 12" (W) 4' C LONE FENCE o W/ SOLID LOCKING LID GONG 12" CONC N I PER COR STD 200.0 T.L. 132305-9027 471.64 R-4 IE=466.90 STA :20+01.05, 12.86 LT ADDRESS: 13200 164TH 12" CON 12" TDS / RIM=465.60 AVE SE I _ IE=465.68 IE-463.71 4g4 - IE=455.55, 12p (SE) CB7, TYPE 1 R-4 W/ VANED GRATE N IE=455.55, 12 (N) �- - - - - - PER COR STD 204.2 STA:10+45.36, 12.21' RT _ -W E 321�ID RIM=464.09 w IE=460.40, 8" (SW .S --fi ---- PLEB O'Ch A W - W 12 C _ � w w .. ...._ COUNTY ....... ..........._.....''''='- -- WOOD FENCE / GRAIN LINK' FENCE ............... . J 1 - -- - _ 148 LF 12 PVC SD ®1.45.8 0SE 132ND ST '::. 6 24 LF 12" PVC L�.:.:. 460 - o a a ®4'�% I .. 51 LF 8" PVC SD 5,134 a a a L... lY 462 T -�_ a , 59 LF 12 P I CB 18, TYPE 1 L ° a 1.1 ... 00 50X SE 132ND S W/ VANED, GRATE SD a _ ASPHALT RAM !- W VANED GRATE IE=465.2� PER COR STb 204.2 a f 7- CB J6, TYPE 1 � � i °, . (SEE DETAIL - - THIS SHEET E ATE I STA - 15.20 RT " I. .. 8 - - 8 PER COR STD 204.2 IM-465.33 36 LF 12 PVC I. J STA:8+15.35, 12.22' RT IE=461.t4, 12" (S) R-,I SD ® 3.35% a. IE=455.85 TRACT D IE=464.23, 12 (E) CB , 4, TYPE 1 . • - - RIM=468.19 IE-461. 12 W " '-- > IE-4 4. IE=464.73, 6" S IV BI-DIRECTIONAL VANED GRATE 13 4 PER COR STD 204.3 a O I STA• 20+53 91 12 22' RT I�' o RIM=464.84 I 10' PRIVATE - \ IE=459.84, 12" (E) :.;.:�:...:.::... a .. rn �� STORM EASEMENT IE=459.84 12" N - - t 6 " 38 LF 12 PVC IE=461.65 24 SD ®0.75% d/ LF 12' PVC .f a SO 0 12.55% I 20 x96 x9.5' DETEN ON/ b. WATER QUALITY VA T � "� . I CK a - - - �- CB 13, TYPE 2-48" MH FOR DETAIL & SEC110NS I GARAGE EX. W/ BI-DIRECTIONAL VANED GRATE SEE SHEET 11 I 1 ` F� GRAVEL 6 I I PER COR STD 2043 I \ I 47 a STA:20+53.91, 11.35' LT / 5 RIM=464.84 i - - - T.L. 145750-0021 \ a I IE=459.66, 12� (E) / ADDRESS: 16327 SE \ / IE=459.66 12 (W) " 8 � � O x z DECK G IT. L. I` NOTE: A DRI I66T UNDERGROUND VAULTS TO BE ' 16T APPROVED UNDER SEPARATE BUILDING PERMIT. SITE KEY NOTES 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 473.88 472.96 1 N I 474.05 473.63 'I I SE 132ND ST RAMP DETAIL SCALE 1`_- 10' R II 132ND ST f IE=459.99, 8 (N) -- / BEGIN CURB, GUTTER, SIDEWALK d - - - _ I • • - C1-- -� - O STA.41+78.88, 21.38' RT PER S.E. 132nd STREET ROAD SECTION THIS SHEET 61) IW .. .. I / / O SAWCUT 1' FROM EDGE / / I R 4 .1� +- ( ( OF EXISTING PAVEMENT (TYR) J / �. �. T.L. 145750-0023 .... . Ll O PERPENDICULAR CURB RAMP TYPE B 1 CF STA: 9+66.35, 13.08 RT LL .... 7 I PER WSDOT STD F-40.15-03 I 0 (SHEET 13) IE=461.68 (pl � . - A IE=462.1 TRACT CB12, TYPE 1 (PRI VA 1E) ..02 J 6 . I 6" PVC SD I 7, 350 SF \ r O4 PERPENDICULAR CURB RAMP TYPE B IE=466.57 W/VANED GRATE a STA: 10+38.64, 13.08' RT PER COR STD 204.2 _ I SERVICE LINE 0 PER WSDOT STD F-40.15-03 / 2% MIN. (TYP) I (SHEET 13) � I � STA:30+30.32, 7.22' LT I . - . -.I. • - - i RIM=464.60 9 \ IE=460.62, 12' (E) - - - - O 5' WIDE SIDEWALK l IE=460.75, 8" (W) I �- - •:• . • 10 PRIVATE - - PER COR STD PLAN 102 (SHEET 13) IE=461.12, 6" (N) I STORM EASEMENTCB 111, TYPE 1 W/VANED GRATE I �� - O 15' WIDE DRIVEWAY ENTRANCE TRACT rq ' a6 a I SDCO (TYP) J PER COR STD 204.2 PER COR STD PLAN 104.3 (SHEET 13) L-- -........................................ TYPE 1 (PRIVATE) . 2�80 �� I / STA:22+41.51, 12.21R' 4T I z MAX WIDTH IS 16' WITHIN R.D.W. FOR ALL LOTS CB 13, _---- ............._.- 7 _� -. W/VANED GRATE - - _ . f . IE=461.5 RIM=464.1 5-9053 I I Ek / -. Oo .. p IE=460.40,1 "1 30 GC 7 TYPE Ill BARRICADE PER COR STD 204.2 � ............ - I I CB 49, TYPE 1 IE=460.40, 12' (W) 137 LF 8 PVC SD ®3.75 PRIVATE I IE=465.90, 8" E SD ®0.51% W/VANED GRATE IE=460.90, 6" (NE) z I T.L. J (� i� I ' a; = ADC 8 STOP SIGN &STREET SIGN I RIM-469.81 � 43 LF 12 CPE I � � � O PER COR STD 204.2 � o IE=466.07, 6" (N) / (PRIVATE) : - :: I STA: 23+17.06, 1222' LT 41 x92 x13.5 DETE 110N/ I 16, PER COR STD 134 (SHEET 15) WATER QUALITY VAYLT 46 IE=466.07, 6"/(S) " RIM=460.30 © FOR DETAIL & SECTIONS / I STOP BAR STRIPING IE=466.41 32 LF 12 D.I. SD / I IE=457.91, 12' (NE) ®1.51% IE=457.91, 12 (W) SEE SHEET 10 I I O INSTALL NSTALL(SNO HEET PARKING SIGN PER / d �60 CB f10, TYPE 1 ..- � --- IE=457.91, 12' W ANED GRATE - 10 PERPENDICULAR CURB RAMP TYPE B PER COR STD 204.2 G - STA:20+30.02, 9.7' RT STA: 23+17 06, 19.63 RT FAN 6a IE=454.0 - - - PER WSDOT STD F-40.15-03 RIM=460.15 a - T�A CT C / (SHEET 13) V IE=458.39, 12" (E),;_` o/ 'I 45 LF 12' Pir'(T5 SF I IE=45&59, 6" (W) ::: I SD ®8 �%5% 1 11 PERPENDICULAR CURB RAMP TYPE B a f i _ I _ STA: 20+30.56, 15.06' LT / 14 IE=4 5.00 / \ PER WSDOT STD F-40.15-03 IE- (SHEET 13) 3 LF 12�" PVC l / ®5�Z% �� 12 APPROXIMATE LOCATION OF 1 �4g PROPOSED MAILBOX UNIT T.L. 145750-0025 � 10S 134TH ST CB 119, TYPE 2, 48' MH WIRE FENCE - O 624 / RENTGN \ 4\ (SEE APPROVED MAILBOX PLAN) R STA: 23+23:53, W/ SOLID LOCKING LID I " W/ SOLID LOCKING LID \ / 13 TEMPORARY DEAD END SIGN 19.91' RT-1647H AVE SE= - STA: 23+23.53,I 11.38' LT-1647H AVE SE= WIRE FENCE STA:40+25.21, 12.31 RT-OFFSITE UTILITIES 31 Lf� 12 PVC l 7 STA.40+05.89, 12.31' LT-OFFS17E UTILITIES 7' WOOD FENC LINTY RIM=460.00 SD ® 1.00% ' RIM=460.00 - - - - G GO /� y EX. GARAGE ( KIN ` 14 SE 164TH AVE ASPHALT RAMP (SEE IE=452.43, 12 (S) SID ® 1.57% IE=45243, 12" (E) 299 LF12' PVC IE=452.74, 12� (E) EX. DETAIL THIS SHEET) - " � IE=452.74,�12" (W) � � GRAVES CONTINUATION - SEE SHEET 16 Encompass �ianL11J� SURVEYED: SDM ENGINEERING & SURVEYING ♦ DESIGNED: NEM 01 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CP 07/01/2021 Western Washington Division 3a375 w� 2 REVISIONS PER CITY COMMENTS DATED 4/07/2021 CID 04/08/2021 DRAWN: TLK 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division g 0 SISTER ti ss � 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 CHECKED: 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL EDM 0710112021 NO. REVISION BY DATE APPR APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY UR 0 5 10 20 30 SCALE 1 " = 30' • h. I . 60.45. - 461.35 I � 460.90 46Q30, . . . . . . . 7.8% 7. 3" . . . . . 460.80 i 43461.25 U - -� 6p 164TH AVE SE RAMP DETAILS 5' 11' I SIDEWALK PLANTER 0.5' 0.5' 13' 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 R L SCALE 1 "=10' 60' R/W 30' 11' S PLANTER SIDEWALK 0.5' 0.5' 1.5% 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. 30' R/W 5' 13' SIDEWALK PLANTER 11' VARIES TO EX. EP 0.5' 1.5q, 0.5' 'S SA WCUT EX. I)% 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. Know what's below. Call before you dig. CITY OF PRI RENTON Planning/Building/Public Works Dept. 20' SHARED ACCESS TRA C T 20' PAVED DRIVEWAY - 4" HMA CLASS 1/2" 64-22 SHARED DRIVEWAYACCESS SECTION 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 5' THICKENED EDGE =R C.O.R. STANDARDS THICKENED EDGE 7 ON • 14 N.T.S. R- 411506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING �' Cl- Brianne Bannwarth 07/01/2021 ' O SURFACE WATER UTILITY _ J Farah 07/02/2021 DATE: LLj SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: ROAD, GRADING & DRAINAGE PLAN 14603 � SHEET: 6 OF: 19 LJ z Z J L� U Q J ON (Wn `�' ) O 1/� d- N T.L. 324320-0130 R-4 A6 1 T.L. 324320-0140 ADDRESS:16332 SE l 132ND ST - ADDRESS: 16326 SE 132ND ST I R-4 ® __ l -- T.L. 324320-0150 - ADDRESS: 16320 SE 132ND ST SSMH #1A, 48"� T.L. 32432I PER COR STD 400.1' R-4 / ADDRESS: 163/0 310 S SE W/ COVER & FRAME 0 j2ND RST4 I PER COR 401 w / SSMH #1, 48"0 KING C00NSTA: 7+53.70, 6.00 RT I PER COR STD 400.1 T.L. 132305-9027 IE= _ 453.472.8858 10"W/ COVER & FRAME ADDRESS: 13200 164TH R 45�E) _ , PER COR 401 AVE SE STA:10+05.73, 6.00' RT R-4 ` tD 4� _ RIM: 465.62 NTON_ _ \ SD - - - - - - So IE=452.33 10- (W) S.E. 132ND STREET ❑o IE=452.23 10 (S) w -vim o -- ---TJ w w w -w -.w _mow w -w a IN TX - .�.. - �+ T. - w - w w -\ 'h \ STA: 10+00.00 SE 132ND ST= w I- -j-' - ��- -. w .00 164TH AVE SE .. t' - - - w \ E E . 9+DO �. :..:.. .w .. STA 20+�0 - CO K' ................. .... f .. ...... KING C -. �....... LF -10.. 466 � I 252 . C.=900. 0.50.t �.. T.L. 145750-0027 460�- - 0 ADDRESS: 16307 SE 132ND ST d "� �' ' 'I' ' ' \ \ �- R 4 a ° a d d° d �..... �...... 462 10 i I 0. W. DED AT OO - r- ---- -- - -° ° d 1.'. i.. d 5,1 4 S.F. �4 / --_ ROW DEDICATION - -�- - I 26 LF 6"', PVC SID� / 12 S.F.- - LOT 1 SS STUB SEWER ®25.0 - - - SS/STUB STA.=8+09.68,FG=466RT .9E PER COR STD 06�1 / cl STA.=20+61.40, 27. RT RT -III I I ° \ T CT D R -G- of I 6" IE=459.89 " u 6 IE=458.520\ ...A. ST(� \ 5 7 2 S.F -- 33 L F 6 PVC SIDE �- - LOT 1 - 1 � SEWER ®20.0% 10,686 S.F. �•• PER COR STD 406.1� d l III I 1 \ SS STUB '6 STA.820+72.20, 32,00' LT s I T.L. �..; ...o A FG=466.0E ADC ° i .'.+ 6" IE=45&63 l 16 ----- `�' I 27 LF 6" PVC SIDE LOT 8 I \ a I\ ' 'I' ' SEWER 025.0% 9, 450 S. F. \ PER COR STD 406.1 T.L. 145750-0021 / II ADDRESS: 16327 SE / 132ND ST I �..... -- / I w .... o . ... I T.L. 145750-0023 ... °' co _-- / LOT 2 40 LF' 6" PVC SIDE I a 27 LF 6" PVC SIDE LOT 7 10,658 S.F. LOT 5 � SEWER 0 25.0% I TRACT* - SEWER ®20.0% (o A PER COR STD 406.1 ` 9, 450 S.F. / TREE TRACT 9, 62 7 S.F. PER COR STD 406.1 ' ' ' w I / 7,350 S. F LOT 2 ss STUB d\ LOT 5 SS STUB • • • LOT 7 SS STUB � I STA.=22+13.20, 155.88' RT STA.=22+05.77, 34.63' RT - i STA.=22+02.26, �42.00' LT l / FG=469.0E 13 LF 6" PVC SIDE - + FG=466.2E y SEWER 0 6.5% FG=466.0E - / 6" IE=461.70 I oo 6 IE=459.01 . c`~v 6" IE=457.78 / PER COR STD 406.1 0 / / l 42 LF 6" PVC SIDE / SSCO #4 SEWER 0 6.5% I d I IN TX _ J STA 2 + 7 H AVE SE= . • I 2 33.1 164 d - - - .... ° STA: 30+00.00 TRA T A ACCESS 11.0 LF.6" PVC SIDE #3 .. 31+88 -.. --_-- _----... R-4 - - - - - - SSCO , . - \ �SSC� 2 .. ... }+0.. - _ - - l # - ................. ... _-.. °. p p T.L. 132305 9053 LOT 3 SS STUB SSCO . #1 ° STA.=22+37.24,1155.40 RT ' d 4 . w 27 LF 6" PVC SIDE If SEWER 0 20.0% 1 LOT 6 T. JI I /6" IE-461.55 PLIB IC CCESS (fTjLjTj/ c!I. PER COR STD 406.1 9, 450 S.F. I A d I_ SSCO (TW) 13 LF 6" PVC SIDE 2,780 S.F. LOT 6 SS STUB 460 PER COR STD 403.1 I SEWER 0 6.5% 42 LF 6" PVC SIDE STA.=22+71.43, 32.00' ,LT / 11 LOT 3 PER COR STD 406.1 SEWER 0 6.5% JFG=463.5E o �= SSMH 2, 48"0 6" IE=455.98 / �6 i 10 131 S.F. # l PER COR STD 400.1 .. W/ COVER & FRAME LOT 4 a - - - PER COR 401G -- - - S STA+40+00 00,10.00 9, 384 S. F. � 'a I RIM:460.69 0 L... o . IE=450.24 10" (N), d � - " SWk6k N TRAC C / IE-450.14 10 / '� S>� ATER / �6ti`'..'. 8,835 S.F. l T.L. �750-0025 - 1 64 �464 10 SE 134TH ST LOT 4 SS STUB ¢6046 NTON R STA.=23+06.30, 37.98 RT 29 � 10 PVC 0 0.50% RE FG=461.5E R.,O.W. _ / \ �f� 6" IE=454.66DE48-0 �54�S.F. W PER CO 'STD 400.1 I / � / COUNTY/ � W/ CO R & FRAME I KING \ � ' 43 LF 6" PVC 510E - J � SEWER ®10.0% � STA: 40 29.PER COR 013, 0.00' \ / RIM: 459.54 T.L. 132305-9058 ADDRESS: 13235 166TH AVE SE IE=450. 0 10" (NE) 142 LF 10" PVC ®2 B9% IE=449.�0 10" (S) 1 \Iy KING COUNTY NT K I L 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 IAIL SURVEYED: SDM DESIGNED: 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 CID0710112021 NEM w� 2 REVISIONS PER CITY COMMENTS DATED 410712021 CID0410812021 DRAWN. TLK a T �0, ssIONAL� 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 CHECKED: 0710112021 NO. 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 DATUM SEWER CLEANOUT TABLE SSCO #1 RIM=464.84 IE=453.55 SSCO #2 RIM=468.34 IE=460.70 SSCO #3 RIM=464.90 IE=453.57 SSCO #4 RIM=468.55 IE=460.85 Know what's below. Call before you dig. • CITY OF RENTON Planning/Building/Public Works Dept. OF) 0 5 10 20 30 SCALE 1 " = 30' cx:) 00 O N1 SEE SHEET 12 FOR SEWER STANDARD NOTES NOTES: • SEWER MANHOLES TO BE INSTALLED PER COR STD 400.1 SEE DETAIL SHEET 14 S411501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 ' Ann Fowler 07/02/2021 I. SKYHORSE SHORT PLAT PR 17-000438 SEWER PLAN O C� DATE: 1111212020 O FELDBOOK: PAGE: DRAWING NO: 1460.3 / ^ SHEET: Q OF. 19 3 0 w T w 3 LJ z Z J L� U Q J ON (Wn `�' ) O 1/� LLI O O W W Z 2 i i w a z J L, HANDHOLDS, STEPS OR LADDER 12" MIN. SEPARATION 12" 12" (OUT) IE=455.00 BOTTOM OF VAULT—,,-' L = 451.00 I I I I I I I I I I I - - - -- --- --- - I I f I I I L_ L I I I I --462----- �TON Q L C OUNTY _ KING� DETENTION / WATER QUALITY VAULT (SOUTH) PLAN SCALE: 1 "=10' 5'x 10' REMOVABLE MAINTENANCE ACCESS MANHOLE RING AND ACCESS LID I I I TOP OF VAULT = 461.50 I Q I _ 4 I WSE = 459.55 Q ORIFICE12 DOWN —TURNED ELBOW IE=458.50 DIA.=1 718" 4.55' LIVE STORAGE 12" FLOW CONTROL RISER PER COR STD. PLAN 237.0 CLEANOUT W/8" SHEAR GATE WSE = 455.00 PIPE SUPPORT 3" x .90 GA. BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3' SPACING 3' DEAD STORAGE —.... WSE = 452.00 ORIFl—CE#1_..—. NON BOTTOM PLATE 1' SEDIMENT IE=453.00 STORAGE Q 4 d 0 CONTROL STRUCTURE DETAIL Encompass, ENGINEERING & SURVEYING 4�0� 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 SCALE: 1 "=2'H; 2'V M Vj WAS 3 REVISIONS PER CITY COMMENTS DATED 612312021 CID 38375 � 2 REVISIONS PER CITY COMMENTS DATED 410712021 CID 11sT � ��� 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD SIGNAL 0710112021 NO. REVISION BY C� z i Fee MANHOLE RING FINISH GROUND AND ACCESS LID F PROFILE TOP OF VAULT = 461.50 Z. —WSE = 459.55 — — a 4.55' LIVE STORAGE O — _ WSE = 455.00 O 3' DEAD STORAGE WSE = 452.00 _ _ Q:) a Sy, 5� ° v DETENTION / WATER QUALITY VAULT (SOUTH) SECTION A A SCALE: 1 "=10'H; 5'V 00 O O O MANHOLE RING FINISH GROUND 12" VENTILATION PIPE AND ACCESS LID PROFILE WITH REMOVABLE CAP TOP OF VAULT = 461.50 0.5' MIN. FREEBOARD ae° ° .a. 'C . . V — . . — . . _ — .. _ .. _ .. _ .. — .. _ .. HANDHOLDS, WSE = 459.55 = t STEPS OR LADDER 12" MIN. SEPARATION 25' I CIP CONCRETE 4.55' LIVE STORAGE _ 1 3' DEEP BAFFLE WSE = 455.00 1 ' 'MIN. 12" (IN) 3' DEAD STORAGE _ IE=454.00 _ _ _ _ _ _ _ WSE = 452.00 0.5% 2' MIN. 0.5% a DETENTION / WATER QUALITY VAULT (SOUTH) SECTION 8-8 SCALE: 1 "=10'H; 5'V SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 1 "=10' HORIZONTAL: NAD 1983/1991 DESIGNED: 710112021 NEM 410812021 DRAWN. TLK ONE INCH DATUM 111212020 CHECKED: AT FULL SCALE EDM IF NOT ONE INCH DATE AP P R APPROVED: SCALE ACCORDINGLY CJA R-411508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING -' Brianne Bannwarth 07/01/2021 ' Know what's below. Call before you dig. VR• CITY OF SKYHORSE SHORT PLAT R E N TO N PR 17-000438 VAS97 TRACT C Planning/Building/Public works Dept. STORMWATER DETENTION / WATER QUALITY VAULT O C/� DATE: 1111212020 RELDBOOK: PAGE: O DRAWING NO: 1460.3 SHEET: 10 OF. OUNTY KING 0 0 5 10 - _ _ ECE = o / / / SCALE 1 " 10 . CB 16, TYPE. 1 . / W1 V NED GRATE 99 I / ----- �- PER COR STD 204.2 I \ _ .\ \ _ STA: 9�1-63.34, I Z22 . 9 9. �i W . , _ I / / - - - - _ - d� > ° ° RIM: 932.17 460 IE=46?:08 12" . (E) . ���- E=462.08 12" (W) �. ° ° \ \ ° CB 17, TYPE 1 E / Q � ° W/ VANED GRATE � . - . U J \ PER COR STD 204.2 T 462 CL STA:10+45.36, 12.21' RTNjo \ . RIM:464.09 9 IE=460.40 8" (SW) , / 9 A �64 y 9 a �. .201.� I �0- -� /I 51 LF 8" PVC SD_, C I 1 I 0 0.80% d 95 59 LF 12" PVC L1J SU 0-0.50%� - - _ - X 5'x10' REMOVAB � - - - - 36 LF 12" PVC MAINTENANCE ACCESS FINISH GROUND ®_ PROFILE I _ SD 3.35% � I � � ��f � � IFINISH FLOOR =464.0E 0 r 99 i s O I I . 20 x 9 / • I 6 _ x 9•5 TOP OF VAULT - 463.00 i d � ir-MION WA TER IE=455.85 QUALITY q � C CB #4, TYPE 1 I I B VAULT W/ BI-DIRECTIONAL VANED I I I I I GRATEI PER COR STD 204.3 STA: 2Qt53.91, 12.22' RT I . IE=454.85 - - -- -- - -- B RIM:464.84 I 4 I IE=455.33- IE=459:84 12" (E) I \- - IE=459.84'12" (N) �� - -' - 1 - - - 4 9 9 I \ - --- --- - - -- I 24 LF 12" PVC I I I' 99' " 10.00' PRIVATE STORM SD 00. 77 � Q I 38 ' LF 12 PVC \ \ O EASEMENT Q0 12" VENTILATION PIPE \ � - VA _ MANHOLE RING AND \ WITH REMOVABLE CAP I I I \ - - I I 5'x10' REMOBLE - - - - - - ACCESS LID (TYP) \ I 11 \ MAINTENANCE ACCESS A I- - - WSE = 461.35 - 5.5' LIVE STORAGE WSE = 455.85 ♦ 3.5' DEAD STORAGE +_ WSE = 452.35 5z r r a ♦ 99 LLICB W/ B D REC710N" VANED - - IE=461.65 I �J LLJ/ - - - .\ � d 4 � GRATE I ��, � -- i------- \ O DER Colt STD 204.3 i - - - - - - - C� i DETENTION/ WATER QUALITY VAULT NORTH SECTION A -A o DETENTION /WATER QUALITY VAULT (NORTH) PLAN , > (NORTH) //\/ /\\/\\/\\/\\/\\/ \//\//\//\//\//\//. HANDHOLDS, STEPS OR LADDER 12" MIN. SEPARATION 12" 12" (OUT) IE=455.85 R BOTTOM OF VAULT = 451.22 SCALE: 1 =1UN; 5 V 5'x10' REMOVABLE SCALE: 1 "=10' �\ MAINTENANCE ACCESS FINISH GRADE = 464.0t 5'x10' FINISH GROUND " Cj- TOP OF VAULT = 463.00 d WSE = 461.35 Q ORIFICE12 8---*.----_DOWN-TURNED ELBOW 5.5' LIVE STORAGE IE=458.85 DIA.=3/4" 12" FLOW CONTROL RISER PER COR STD. PLAN 237.0 CLEANOUT W/8" SHEAR GATE WSE = 455.85 PIPE SUPPORT 3" x .90 GA. BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3' SPACING 3.5' DEAD STORAGE ORIFICE11 ON BOTTOM PLATE IE=453.85 DIA.=3/4" WSE = 452.35 1' SEDIMENT STORAGE Q 4 1 V d .d CONTROL STRUCTURE DETAIL SCALE: 1 "=2'H; 2'V 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 �y II WAS P 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 � 2 REVISIONS PER CITY COMMENTS DATED 410712021 11sT � ��� 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIGNAL 0710112021 NO. REVISION 12" (IN) IE=454.85 SURVEYED: SDM DESIGNED: NEM CID 0710112021 CID 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA REMOVABLE PROFILE 12 VENTILATION PIPE MAINTENANCE WITH REMOVABLE CAP ACCESS r FINISH FLOOR = 464.0t TOP OF VAULT = 463.00 0.5' MIN. FREEBOARD A - e ♦ a a ♦ e 57 WSE = 461.35 = _ HANDHOLDS, STEPS OR LADDER 12" MIN. SEPARATION - 5.5' LIVE STORAGE 36, CIP CONCRETE _ 3' DEEP BAFFLE WSE = 455.85 _I _ 3.5' DEAD STORAGE ---..-..-.WSE=452.35 ----- �.----. 0.5% 2' MIN. 0.5% f- -� A DETENTION / WATER QUALITY VAULT (NORTH) SECTION B-B SCALE: 1 "=10'H; 5'V SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM R-411509 • IN COMPLIANCE WITH CITY OF RENTON STANDARDS J ® DEVELOPMENT ENGINEERING ' IL orBrianne Bannwarth 07/01/2021 ' O Know what's below. _ Call before you dig. (J-) DATE: CITY OF SKYHORSE SHORT PLAT 1111212020 c/� FlELDBOOK: [;R R E N TO N PR 17-000438 PAGE: ' 9 TRACT 0 DRAWING N0: Planning/Building/Public works Dept. STORMWATER DETENTION / WATER QUALITY VAULT 1460.3 SHEET: OF. 1 1 19 J Ln D=Slgn Envelope ID: OFECF5S6.602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: DocNSign Envelope ID: BEECF5B6-602AAE4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: D❑cDSign Envelope ID: 7CDD888C-CB43-439E-9366-C6DBBOFBBBB7 N e 5 O N 3 vi E 0 I W CL a 0 z w z z W Y W m N 0 LLJ z z 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 SMALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER 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 CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND PEDERAL PERMITS PRIOR TO CONSTRUCTION. 3- ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIDN OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM}, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTKW PREPARED BY WSDOTAND THEAMERMAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS 9144L BE AT NOADDITIONALCOST TO THE CITY- 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NDT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELi=CTRICAL. ETC.)- GLANS FoR STRUCTURES SUCH AS BRIDGES, VAULTS, AHD RETAINING WALLS REOUIRE=A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER BRA114AGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO TF,= APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILT REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY, S. ACOPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. THE LOCATIONS OF ALL EKISTING UTI ITIES SHOWN HEREON HAVE BEEN ESTADLISHE ❑ DY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL R T M 1 P[ P THE EFORE BE GON9IDERED APPROXIMATE ONLY AND NO NECESSARILY COMPLETE. S THE SOLE RESPONSIBILITY OF THE APPLICANT CANT AND THE A PLIOANT'S 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-9UIL7 DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICY "VS, T. VERTICAL DATUM SHALL HE NAVO 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AMC) ELEVATIONS SHALL BE NOTED ON THE PLANS- U. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(1410-COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. 114 PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BAC1SFiLL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92%OF MAXIMUM DRY DENSITY. 9- OPEN GUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY TkE CITY 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 TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. F I SMALL B T O AND EN OP K} tl I N Titl WITH. V CONSTRUCTION ACTIV ES E 11. ALL FLOW CONTROL AC LNIED AL 1; INS ALLF ERAT N PRIOR TO OR N GONJU C N V71 . AN CON& UO DN T7T' UNL S OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPEDIF{CATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OK THE TRENCH BOTTOM OR Tkr YCP OF YHE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THATTHE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING RASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00. 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, ORB INSIDE AND OUTSIDE, 14, ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL RE FITTEDWITH DUCTILE IRON, DOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204,10.204.0, 204.30, AND 24490. STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LJDS WHEN NOT COLLECTNG RUNOFF. ANO OUTSIDE OF THE ROADWAY. • ROUND, SOLI❑ LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROATIWAY, BUT OUTSIDE OF THE CURBAGUTTER LINL • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE P09LIC RhGNT•OF-WAY OR N AN EASEMENT TO THE CITY. AMVATE STRUCTURE LIDS OUTSIDE PUBLIC REGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 16. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE W THTABLE 4 A EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWOM. 16. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHCLE7CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS GTHHTWISE SHOWN. 4 17- ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT -OF -WRY 9HALL BE OF BUFFHCLENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TOSCALE #NTS} STD. PLAN - 267.00 PUBLICwORKS SURFACE WATER STANDARD PLAN 1yaA 0: PR DEPARTMENT NOTES (1 OF 2) GAG 9/28/2018 1 'ftA, W".xe,rmnn.,w GATE Encompass, ENGINEERING & SURVEYING 4�0� 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 :45 THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATEb 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 APPUCABLETO THE PROJECT, i'IOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EO1T THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES, 10. ROCK FOR EROSION PROTECTION OF RCAUSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE II) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: + 4-51NCHROCKF40-70%PASSINI4; • 2 -4 INCH ROCK f 30 -40% PASSING: AND . LESSTHAN2INCHROCK!10-20%PASSING. 19. FODTINO DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROWO BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN -9TUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-L(YCKING LID MARKED 'STORM' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRANAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.OD. 21- ALL STORM SYSTEM E747ENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSE IN WASHINGTON STATE, AND GUT SHFFTS SHALL BE PROVIDED TOTW CITY PRIOR TO CONSTRUGTION- 22. ALL NEWLYAINSTALLED AND NEWLY -REHABILITATED (PUBLIC ANO PRLATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 268A0. CCTV INSPECTIONS AND REPORTS SHALL Sr SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDFOR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7.04.3I1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCEAT THE SAME TIME THE MAIN STORM IS TESTED. 24- FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE. TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 20d,00, 25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AKDIOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OFTHE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADECUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE ECUIPMEW. FLAGGERS. AND ANY OTHERACTIONS NEE❑EO TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDDT STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIVER PROTECTION AREA IAPA} SHALL COMPLY WITH SPECIAL REOUIRPMd NT NO OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-(1501. 24. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINWANHOLE LIDS, CLEANOUTTS, INLETS. ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES BIKE LANES SEWALKS AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACEDN I A SIDEWALK OR CROSSWALK SHALL BEOWEDWITH A NON -SLIP OR NON-811<143 LI❑ PI=R ADA REQUIREMENTS, 29. 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 4,2A A2 OF THE RENTQN SWOM- 31, CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOU13H TO ABSORB WATER AT A MINIMUM RATE OF 20INCHES PER HOUR 1MMEDUITELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY fOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 6 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE, IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIOERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER LOCO SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDU❑TF0- FOR LARGE AREAS (E-G.. PARKING AREAS), TESTINQ OBSERVATION MAY BE ACCOMPLISHED WHILE WALKWG BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER ATA RATE SIMILAR TO THE BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UN LE55 OTHERWISE NOTED, DRAW I-W 15 NOT TO SCALE (NTS} STD. PLAN - 267.10 V* PUBLIC WORKS SURFACE WATER STANDARD PLAN PAR a- R PEPARTIMENT NOTES {2 OF 2) GAZ 9/28/2018 1 Nkmav Baer-§'N4.ranr I, DATE :45 WASTEWATER LMLITY STANDPJW NOTES 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 WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988- HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1963I1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS $HALL 13E REFERENCED ON THE APPROVED PLANS. 3. A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL 13E REQUIRED PRIOR To STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RFSPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL HE THE: CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPIELCTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION- 4- THE HOURS OF WORK M THE STFZEET RIGHT-OF-WAY SHALL BE PER CITY 8PECIFICATI0NS DIN 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-DF-WAY, S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES DF CONSTRUCTION AKD FOR THE SAFETY OF VVCRKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL. CAL q STATE AND FEDERAL REQUIREMENTS. 6. 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 TID AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL OBTAIN A DIG TJCKET IN ACCORDANCE WITH RCW 19-122 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY 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 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT DF 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 EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (Mll9). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVUy RUBBER-GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWERPIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE WALL BUILDING FOUNDATION ETC. 0 f ) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, I=TC-), fr SHALL BE ENCASED IN A STEEL CASING THAT EXTENDS A MINIMUM OF 5 FEET OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL SE DE&GNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL HAVE A 3I8-INCH MINIMUM WALL THICKNESS AND SHALL BE OF SUFFICIENT SIZE TO ALLOW [INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS RECOMMENDED BY THE CASING SPACER MANUFACTURER- STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON THE SANITARY SEWER PIPE AT DISTANCES THAT PROVIDE ADEQUATE SUPPORT TO PREVENT SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAPAROUND FLEXIBLE END SEALS. 10- OPEN -CUT RDAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE SACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9 03.9(3) ANO MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY, 11- ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION DF THE CITY AND THE LATEST EDITION DF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & 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 BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION DF T3HE CITY FOR THI= PREVENTION OF ON -SITE EROSION 130TH DURING C01NISTRUC71OIN AND AFT5R THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL- 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTQN WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYDR. STD. PLAN - 413 PUBuc WORKS WASTEWATER UTILITY APB `D (9 DEPARTMENT STANDARD NOTES GAZ 9/11/2019 1 •.Wrw ----,n- DATE SURVEYED: SCALE: SDM VERTICAL: NAVD 1968 DESIGNED: 1 "=30' HORIZONTAL: NAD 1983/1991 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 NEM 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 DRAWN. TLK ONE INCH DATUM 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 CHECKED: AT FULL SCALE EDM IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: CJA SCALE ACCORDINGLY :12 PN Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. S-411503 R-411510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t % Brianne Bannwarth 07/01/2021 ' SKYHORSE SHORT PLAT PR 17-000438 CONSTRUCTION NOTES DATE: 1111212020 PAGE DRAWING NO: 14603 SHEET: 12 OF. 7 61 w 0 w w cn 3 FACE OF CURB fi 1YC' � 1• 10R. y i R. 1:24 + ) TOP OF ' col 1R-R. FIDADWAV t 1 � CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB $ 117 FLUSH WITH GLITTER PAN AT SIDE WALK RAMP ENTRANCE 1:12 1,24 TOP OF Tn"R. ROADWAY �. bAL 1•-0" F i DEPRESSED CURB SECTION AT $IWEWALK RAMPS 30, $• CEMENTCONCRETE 112-R. " •1 1' R_ SIDEWALK RAMP VARIES I OR LANDING FROM j s•rD a e' T aM'FREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURS SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOPOP t y- 1112, R. ROADWAY 2- 1 y I 1 er �} DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMME NQlAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENTCURB r 1 d ' ' GUTTER SURFACE P PREMOLGEO JOINT FILLER E FULL -DEPTH EXPANSION JOINT -01rR'F~ fi Ire 1- 1 iC R. 1' R. � TOP OF ROADWAY 1 I e V4- CEMENT CONCRETE TRAFFIC CURB tiEPRI=SSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERALNOTES: 1. See standard plans 102 and 101.1 for curb oxpansIOrl and contraction kink spacing, 2. ExpanslonJoint shall be full depth, 318' (In.) premolded ]Dint filler. 3. Far Depressed Monolithic OMway Curb 8 Gutter Section, son Slardned Plan IM.2 M. PLAN - 101 a PUBLIC WORKS CEMENT CONCRETE CURBS I'I'I" '1 I.:I:I DEPARTMENT f t 10%DIFFERE B MIN. VARIES ISEE NOTE T BMW. (SEE NOTE S) ISEE N01E al LF OF PAVED W DRIVEWAY REIXIIRED 3V EXPANSION JOINT ICE (SEE STD. PUN 1D21 CC SR � w 1 g SEE NOTE 5 N x I gl It RENT KAETE ;WALK "v SEE NOTEt -� CEMENT CONCRETE R tlP WITH IN 1V PE SLO(TYP.) B CUNGUTTER SEE NO 31 1B' CONTRACTION JOWT (TYP) (SEE STD. PLAN 1021 PLAN VIEW VAR ES _ ISEE NOTE 101 7 03% 1.t SEE NOTE 0(1 :I 6' PAIN G-MIN CEMENT CONCRETE 6 111N DEPR SSEO LURE A GUTTER SIDEWALK 10' EXPANSION JOINT ITYP.) ISEE NOTE II SECTION O ISEE STD. PLAN 10Z NW - DRIVEWAYWIP 1Q RDYP.I EXAGGERAIEDI SIOEWALX M1ORi 15Y, SItNE SLOPE (SLOPE SHOYM ' C . ORIVEYJAY .-MIN D D • Ie EurovE �' b • " BE ON O TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENTCONCRETE CURB S GUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 1 ti� O STD. PLAN - 104.3 [, PUBLIC WORKS CEMENT CONCRETE DRIVEWAY I. DEPARTMENT ENTRANCE - TYPE R1 B APR VE1 Fp t0 III 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 BEEN k 9/8"h OUNIM'i ,IOIN1 SEE NOTE2 723/8'R -D e 1lru I T = 3 +,'R- FRf:'.li1l [: .101I:T r ., ER (,!PI - rif LT CEMENT CONCRETE - - - � - CURB AND GUTTM I- PIAIN t;Il N FACE OF _ CENTERLINE OF rS CURB �y FRAME A ORATE - B 1 /2" 1 13• 5 1 1„ (I OB') _ FRAME ANG GRATE - NUT 14CLUDi_S OD1 - IN CU RE AND G UTTER BID rTpA R ROADWAY SLOPE TOP OF • _ RECEZE ROADWAY b 4 AOJU5 rMENT SECTION - NCrr INCLUDED IN CURB AND GUTTER WD REM ' CATCH BAal N -NOT INCLUDED • - IN Ck.'FW ANU GUTT!-7i &D rFEM SEC W4 V Y � The intent of this design Is to foal rate the removal Gf a Gatch basin with minimal disturbance of the curb, r The the exparlaion joints of adjacent sidewalk shall be adjusted to be In I • line with these curb expansion joints_ 1 I I I II SM. PLAN - 101.1 CEMENT CONCRETE CURB PR01 D: P Jf3 IC '•',oRKs INSTALLATION AT s D:. PATtI N1r'N7 CATCH BASINS LANDING GRADE BREAK SEE CONTRACT PLANS - 4'-0"MIN CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP,) 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK 1k*� CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) J 0 0 Z z LL m Ix ( A CURB RAMP WIDTH 4'- 0" MIN LANDING TO MATCH YCURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4-0" IN. SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP,) SEE CONTRACT PLANS - * 4'- 0" MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I v, GRADE m BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT OR TO BACK OF CURB (TYP.) - Siiciii SEE CONTRACT PLANS CURB OR CURB 1 - AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 B SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE 6• RAISED EDGE DETAIL 1 -0. 6' SIDEWALK LEVEL 12• EXTEND SIDEWALK TRANSVERSE 1/2' (IN) R JOINTS TO INCLUDE RAISED EDGE 1'•0' 1'-0' 3/8•(IN)PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE •' ROUT DING 2i0% 1 1? IN R. ( ) m.P) ,," • to� v I FOR CURB DETAILS SEE STD PLAN 101 1 (IN)R. ", ►••"\J •"' •t.•r: ... ,EXISTING ROADWAY v ;►• �rlE, Ntt' __-i ��j'i.. / CRUSHEOROCKBAS - �,���. SEE RAISED EDGE L - =---- -- - I '", SIDEWALK DETAIL TH S SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEW'ALK�OMPACT TO 95x MODIFIED PROCTOR riloN.. WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY `LOPES 1/2• (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER a SIDE WALLK CSTC UNDER 1 - 1 8Y FOR CURB DETAILS CURB& OUTTERTOBEE ICKNE 4f�•((FR ••• • ,) SEE STD PUN 101 MATCH EXISTING ROADWAYRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALLCURBBGUTII _ .._ _ _..___ _- �Y•QyANY<N .1 -�Y�' FINISHED GRADE I'(IM BELOW �-t;• 2'-0' SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN. ROU DING 1? (IN) R. (TYP.) _z.o% I 1.6% FOR CURB DETAILS SEE STD PUN 101 ----•�'�YAY7"VI• BRIDGE OR PEDESTRIAN 5~,;sM'• ''r••��� RAILING .t" .. BARRIER -SEE SIDEWALK FOR CURB DETAILS SEE STD PUN 101. ADJACENT TO CURB (STEEP FILL SLOPES) CONTRACT PLANS ---WALL OR BARRIER I I 1? (IN) R. (ryp.) �/ / I SIDEWALK FLUSH • •• 1/2• N)R .. ; VERTICAL WALL--._... -;'r )•:••: SEE DETAIL * F PREMOLDED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL r (INI PRE LDED _ JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL HLK SIDEWALK (SEE NOTE 10) SECTIONS 1rz• (IM R 1 (1YP') a FOR CURB DETAILS 1.6% 1_,%MIN._ SEE STD PLAN 101 -BROOMEDFINISH ,�/ •'• ••' OR MATCH EXISTING �1 SMOOTM 7' C TROWELED PERIMETER FINISHED GRADE 1-(IN) BELOW 70P OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED )O'�' CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP I- _3s-,..� (�o�„�o^RURSHOWN) va• TO 114- NOTES 1. Four feet of the sidewalk Width shall CONTRACTION JOINT • •.yam,' IN the minimum pedestrian SIDEWALK ONLY ► , accessible route (PAS) free of vertical - ► . A ro : , and horizontal obstructions. Gratings, ,� 3 a FULL-DEPTH,EXPANSION JOINT IN BOTH , • "•• R Access Covers, Junction Boxes, was • " Cable Vaults, Pull Boxes end other �.. 8. a CURB AND SIDEWALK (SEE STD PUN 101.1) appurtenances within the sidewalk o 3Ie• C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and Y • •. ' ,?, Ap Sidewalk Is not permitted In new For Other referenced NOTES See R construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement PREMOLDE - Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must Comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT STD. PLAN - 102 PUBLIC WORKS CEMENT CONCRETE i'I R0�'ED: I:R)DEPARTMENT SIDEWALK r 10� A NOTES CURB RAMP WIDTH a• - o" MIN. 1 At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way 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. 2 0" 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 (TYP) 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I v. Contract Plans for width and placement of sidewalk. 4 v 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the 0, adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian w 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 cuRe - 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 F-45.10 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 CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- 0" MIN 15' - 0" MAX. (TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX * *' TOP OF ROADWAY LANDING CURB RAMP v > DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT 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 y, P�ILIA� �10F WASH 4- m ? o C/1) I� ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 3 REVISIONS PER CITY COMMENTS DATED 612312021 �;P 38375 2 REVISIONS PER CITY COMMENTS DATED 410712021 ds'r � ��� 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIGNAL � 07/01/2021 NO. REVISION LEGEND - SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX) * * 7 5% OR FLATTER RECOMMENDED FOR DESIGNfFORMWORK (8.3% MAX) * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGNfFORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT SCOpp 1fASd�ll AA. �0 20680 V4 Q•�� 'p `01 STB�Q ♦{ �s's70NAL Y�G ko 'I'Ilin `rI \\I PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION I :, 1: n „_1�I,iI,_n,'>I - STATE DESIGN ENGINEER Washington stare Department of Trcnsportaticn MAP SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CA NOTES 1. Not used. 2. All ramp and landing edges shall be separately formed. 3. Utilities structures that must remain are to be made non -slip or non-skid. Route PAR of the 4. Utilities structures such as vaults and unction boxes shall not be located in the Pedestrian Access Ro 1( ) Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be located in the street or the buffer strip. 6. Accessible pedestrian access shall be provided for during construction. ticY -a STD. PLAN - 102.1 PUBLIC WORKS UTILITY PLACEMENT IN PPR 'ED: DEPARTMENT CEMENT CONCRETE SIDEWALK 0�1 SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET, 1' 1' VARIES 1' 1' MIN MIN � MIN MIN j T I I TRAFFIC FLOW I ,f I 2" HMA I L 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. -- 1 1 -{ 1 1 VARIES MIN MIN I I MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-400DW (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL - (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING, SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH SCALE: 1 aT=30) FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 957 MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(i)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1, FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 110 • PUBLIC WORKS PPR '"Eta DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Know what's below. Call before you dig. C1 TY OF RENTON [;R Planning/Building/Public Works Dept. 0EMENT CONCRETE SIDEWALK DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) CEMENT CONCRETE CURB tl GUTTER (SEE NOTE 3) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines FACE OF CURB (see aid, plan 102). Construct expansion joints parallel with the (J BEE DEPRE85ED CURB DETAIL centerllne as required at 15' maximum spacing when driveway CONTRACTION JOINT ° 12 °" THIS SHEET widths exceed W. BU To PLAN 102 s t? . 1• _ OF bI 1?R ._ ROADWAY 2. See std. plan 102 for sidewalk details, 3. Curb and gutter shown, other curb designs may be specified. See aid. plan 101 for curb details. +Ir 4. Not used. 5. The engineer will design all driveways to Include elevations at all NOTE DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations era at the hack of JOINTS SHALL BE FULL DEPTH curb top On uphill Side. DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see aid. plan 102) shall be spaced as shown In the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or FACE OF ADJACENT CURB R303.2.3 of the Revised Dmft Guidelines for Accessible Public Rights of --Way of November 23, 2005 (PROWAO). j �" 9. Curb returns for any Type C-MAX Driveway may be approved on ` �, a case -by -case basis. , - �/-L--GLrr ER SURFACE ' 1. 10. ° r. 10. STREET STANDARDS = Renton Municipal Code (RMC) ? r Title IV Development Regulations o CHAPTER 6 STREET AND UTILITY STANDARDS o Section 4 6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Drivemy Example: TYPE C1 B l 1 CHAPTER 4 R=ReaWmsd, C=CommaRsal CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of l snos, Section 4PARKING, LOADING AND DRIVEWAY ( � Lane Commercial) REGULATIONS B-Buffer (Plerd)ng Strip). BlenimNo Buffer STD. PLAN - 104.2 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PROS D: DEPARTMENT ENTRANCES - NOTES AND DETAILS Ovy LANE LINE MARKING VARIES: 4.5' MIN. SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1' 1' EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 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 GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF O 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 * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 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 6". RESIDENTIAL ACCESS STREETS - HMA CL "" 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. PLAN - 110.1 1► PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR fY \1'I) DEPARTMENT )Q �� RIGID PAVEMENT WITH OVERLAY R-411511 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING 4 �' Brianne Bannwarth 07/01/2021 SKYHORSE SHORT PLAT PR 17-000438 CONSTRUCTION DETAILS O LLJ C/ DATE: 1111212020 O FIELDBOOK: PAGE: DRAWING NO: 1460.3 J SHEET: 13 OF:19 7 1 MANHOLE FRAME AND SEE STD. PLAN, 401 ADJUSTMENT RINGS AND MORTAR JOINT° SEE NOTE 5 CONE ('ECCENTRIC) RUBBER GASKETEn JOINTS IN ACCORDANCE VVITHI ASTM C-443 STEPS - POLYPROPYLENE SHALL BE INCLUDED CONCRL'TE kISER RY PIPE INC-, OR APPROVED EJUAL- LADDER-`10L1•PROP ILENE SHALL 6E ATTACHED 10 MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF .A. .8- V .D. .E. 48" MH 48 6" MIN. 5"MIN 24" MIN, 21" I.D. 54 MH ` 4 8" MIN, 5 5" MIN. 24" MIN. 24" I,D- n.Q" MN i?u" 8"tlhJ. 6" MIN. 4.2" MIN, 30" I,D, (yr7� i STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHCII.E SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD PLAN 401- 4. MANHOLE SECTIONS TO BE 17F REINFORCED PRECAST CONCRETE. 5. ADJUSTMENT OF THE CASTING TD GRADE SHALL BE PER STD PLAN 105. THE USE Of SHiM5 IS PROHIBITEC+ 6. .SANITARY SEWER MANHOLES 5HALL HAVE Al L INTERIOR 51JRFACE3. INCLUDING i,HANNEUNG, (li COATED (SEALFtT) WITH A HIGH SOLIDS JFETHANE COATING. WA55ER MC-SHIELpCDA7 100 OR `L APPROVED EQLIAL; COLOR OF COATING SHALL. BE WHI'rF 0 7 RUBBEN GA5KETECI JOINTS SHALL BE IN CONFORMANCE )PITH ASTM C-443 B. CHANNEL HEIGHT SHALL 9E A MINIMUM OF S/4 OF THE IN5:DF DIAMETER OF THE LARGEST PIPE, -OR. 9, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK .ADAPT KOR-N-SEAL BOOTS OR (n APPROVED EQUAL u i 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF E" AND A MAXIMUM OF If" ABQVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POUFEDI AT .;RARE IN FAVED AREAS, CVVER MUST SLOPE IN ALL DIRDYTICNS TO IAATCH PAVING. 11 MANHOLE..� �•:-=P 20' DEEP SHAL_ BC A MINIMUM OF 55" IN 01AMEYE'R � J 0 STD. PLAN - 400"1 PUBLIC WORKS STANDARD SANITARY MANHOLE PRD 9/1112019 I PUBLIC WORKS DEPARTMENT GAZ "''�I �� DEPARTMENT DATE v / \J ) \�IOr V w w 117 OR 6" HEIGHT TWO A3 BAR HOOPS FOR 17 HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACH ..... PRECAST BASE SECTION #3 BAR EACH CORNER 18' MIN iW BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12 PLAIN CONCRETE ALL METAL PIPE Ir CPSSP* 12" (STD. SPEC. O-O&M) SOLID WALL PVC Is, (STD. SPEC 9415.12(1)) PROFILE WALL PVC 15° (STD. SPEC. 9-05.12(2)) NOTES 1. As acceptable a9ematives to the rsbar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specificabons), or Wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required Mbar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 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 basin has been placed. 8. All grade rings and casfings shall be set in mortar in acmrdance wfth Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Y * PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 Z DEPARTMENT tp MARCH 2O08 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 BOLTHOLE _ EQUALLY :F,4-k 1 APAPT ON RENT SEWER COVER & FRAME PLAN VIEW 25' DIA j Er;35mlc] 3/4' E.I4�+, , r•,r•i] E1+41•li�] COVER SECTION VIEW 1 E573mP1] 25 J /4' D!A �114• [6z„•I;, DIA E27r9r•I] r•IEC,PR.ENE GASKET L 5/8, _+ B' DIA CL OPEN I:I6Mm] C5�4rImI E7 5!1E DP% EG94mml 34 11�' DIA_ COVER BOTTOM VIEW BOLTING DETAIL 1/4 r6mm' �1 I ve• i iriril , II GASKET GROOVE DETAIL RECESSED Not to Scale LIFT POCKET FRAME oO 3/4" LETTERING "SEWER" 1 -0, DIAMETER SEWER (2) BOLT SOC. (ALLEN HEAD) - IJ n 5/8" - 11 X 1.5 STAINLESS oIIL��� STEEL REF. PART #00981 T 77 8" CLASS "B" SAND OR 10- 1/2" 5/8„ ASPHALT EXPANDABLE 12-1 2 1/4 LI 2-1/4„ BOLT DETAIL 45' (1 /8) BEND 4v V } SEND FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES; 1. 8„ AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. NOTES: No. 3695 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. FRAME SECTION VIEW I. ALL- COVERS SHALL HE LOCKING LID FER -AST 2. IN UNIMPROVED AREAS, POUR A S„ THICK. 2'-D" SQUARE JORDAN IRON WORKS INC. NO 3117C1 OR ECILIAL CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 2 USE FRAME AND COVER FOR STORM (SPEL'IF- "DRAIN" ON COVER), SANITARY {SPECIFY SEWER"}. rR WATEF `PECIFY "WAT--' STD. PLAN - 401 PPR&D UR PUBLIC WORKS MANHOLE FRAME AND COVER GAZ 9/11/2019 1 DEPARTMENT nA rr 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 16, MAX. FLAT SLAB TOP 48', 54'. CO. 72", 84'. 96". 120- OR 144' SEE NOTE 6, TYP 15' MAX FOR MAINTENANCE - STEPS OR LADDER �• L - `- 12' (TYP 1 I24"o , t'MIN. 'O'RING �. 2.5' MAX. REINFORCING STEEL. (TVP. ) IN • MIN 12" MAX 1T + GRAVEL BACKFILL FOR PIPE ZONE 12' BEDDING PER WSDOT STD. SPECIFICATION SECTION 9.03. 120) 6' 8' SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. . 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.F MAXIMUM PROVIDE A 1.6• 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 RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 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 7 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS S. 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 (D CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4' 6" 36" 8` 54" 4.5" 8" 42" 8" sw 5' 8` 48" e" 7r 6' a" 60" 12, 1.e' IF 72' 1r 96" 8' 12" 84" 12' 120" 1(r tr 1. 12' 144' 12" 1r 108' 1r PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC T PROFILE WALL PVC I 49" 24" 30" 24' 30, 30' 1. 1. 36' Xr 36' 36" 60" 39" 42' 39 42' 42" 72 42" 54" 42' 48' 48. 84' 54, s0' 94' 48' 48" 96" 50" 7r e0• 48' 48" 120" 1. 84- 6O' 48' 48" 144' 78" 98' 6T CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-D5.20) 'STD. SPEC, 9-05.12(1) ISM. SPEC. 946AW) CATCH BASIN TYPE 2 UNLESS OTHERWISE NCMD, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 201.00 °GAZ 9/28/2018 I "w, •"4m,,,.,,,", DATE :4s 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN ISOMETRIC W (SEE NOTE 7) LIMITS OF PIPE ZONE 1 011 �. BEDDING MATERIAL. FOR .• - f SANITARY SEWER PIPE % O.D. OF PIPE (SEE NOTE 5) / FOUNDATION LEVEL /X BEDDING FOR SANITARY SEWER PIPE NQTES I. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3- COMPACT BEDDING MATERIAL TO 95% 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 SPECIFECATIONS OR PEA GRAVEL. 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. I u. r-Lx tit - •FVJ.L � GAZ 9/11/2019 1 PUBLIC WORKSDEPARTMENT DATE I �OLT-DOWN SLOT, I 1r1' EE DETAIL AND IOTE 1 y4• j� 1 1I/4' I 61a' rl BOLT•DOWN SLOT DETAIL SEE NOTE 1 LETTERING 20' I 5. 24' 5' 7 OR 8 EQUAL SPACES 5' IT DIRECTION OF FLOW I 3' 1518- 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 6fB'-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 ORIERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 ,•,�. PUBLIC WORKS RECTANGULAR VANED GRATE R GAZ 9/28/2018 I ate DEPARTMENT DATE 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 2 REVISIONS PER CITY COMMENTS DATED 410712021 38375 GISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIONAL n-7 /n1 N0. REVISION SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN: TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA :4! �A PIPE BEDDING FOR SANITARY SEWERS /I oI 77-FLOW _N � 51 OUTFACE TO STRF�41 DUMP NO POLLUTANTS TOP 49 /\ ICESSED LETTERING vi ISOMETRIC STD. PLAN - 405 REM: GAZ 9/11/2019 1 u.,.,,..... RATE I I 1rr BOLT -DOWN SLOT. SEE DETAIL AND y4. = TE , I 1 114' I I 518' I BOLT -GOWN SLOT DETAIL SEE NOTE 1 1' 5' 5"-- 20' I s" 1 5" 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 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. USE ONLY IN SAGS ON VERTICAL CURVES. 4 FOR FRAME DETAILS, SEE STANDARD PLAN 2D4.OD. UNLESS OTNE RWISE NOTED, DRAWING IS NOT TO SCALE IN r51 STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL °R D .� �" DEPARTMENT VANED GRATE GAZ 9/28/2018 - DATE SCALE: 111=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM M 4 Know what's below. Call before you dig. 0 CITY OF RENTON Planning/Building/Public Works Dept. ; i, LX' SEWER MAIN i i i l PROPERTY LINE !� SPOOL i i mi I I (LENGTH AS NEEDEO] I 1 3'-D' MIN.-{ 6" SEWER STUB I I FUTURE 4" SIDE SEWER / nE----------3 r / 2"14 4" STUD MARKING POST PAINTED I I 16" CAP WHITE WITH THE WORD -SEWER" STENCILED V5EWER MAIN TEE x fi" TEE i i i j to 3" HIGit BLACK LETTERS AND jib W RE SIDEWALK i ' x WRAPPED AROUND THE STUD AND I I I I i a ExTENDED TO THE TOP OF THE STUD. COUPLING (ll'P.] L__--_-_--J : a� 6"k8"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR I r APPROVED EQUAL, SPECIFY "SEWER" ON UD), • c�5 CLEANOUT TO 6E CENTERED IN A 2'x2' CONCRETE PAD, I Lti CONCRETE PAD TO BE 19" IN DEPTH. -- ------ ----- BEND AS 1 g" EXISTING SANITARY REQUIRED �SEWM MAIN �2-0% MIN. SLOPE '13 ` FUTURE 4" SIDE SEWER 6" SEWER STUB�6"x6"xS" WYE FUTURE 6% 4" REDUCER SEWER MAIN 512E X 6" TEE ACCEPTARLE PROCEOLJRES FOR SIDE SEWER CONNEC?ILWS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN -- CUT IN A NEW PVC "TEE" USING "STRONG -BACK- Fi.EXIELE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK" FLEX11LE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE �01R APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP. ETC.): CUT IN A NEW PVC "TEE, USING STRONG -BACK" FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE -DRILLED NTH 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. i dJ� 3000 WsEwrR JE•'w' G CONBLO'L`S -:HORIZONTAL $" MISEWER MAIN MAN CONCRETE BLOCKING ANGLE QF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: 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. SIDE SEWER STUB STD. PLAN-406.1 PUBLIC WORKS PPR n: � ❑EPARTMENT INSTALLATION GAZ 9/11/2019 (SEWER MAIN TO PROPERTY LINE) w µl DATE LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1/16' OIA. B.0 V DIA. PICKHOLE PLAN YIESS •,- _. •.•IING 25 DU. 1. -L_1_ j y4" z 112' [_8 3/4" (TYP.) (31 SILT SOC. (ALLEN HEAD I WS"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 261fr DIA 25 1/4' DIA. 174' DIA. NEOPRENE GASKET 1/4' 1 U18" 16' 8 1/e" R118' 7 23 3fW DIA CL OPEN GASKET GROOVE DETAIL 27 W16' DIA. 34 1f8' DIA FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER Ei No. 3717C1 OR APPROVED EQUAL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT51 Bs STD. PLAN - 204.SO PUBLIC WORKS STORM ROUND FRAME AND COVER P►Z 9/28/2018 1 VDEPARTMENT OATE cr 0- NOTE: CITY ONLYOBERENTON USED ONOGO THOSEALL R - 411512 LIDS WITHIN CITY OF RENTON RIGHT-OF-WAY S- 411504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING A01%k FAnn WATER UTILITY "� � Brianne Bannwarth 07/01/2021 ler 07/02/2021 O Z DATE: L� SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: CONSTRUCTION DETAILS 1460 3 �' SHEEP: GF 14 :19 3 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND T BACKFILL, SEE NOTE 4 1 6" V//rz OD FOUNDATION LEVEL 6' FOUNDATION MATERIAL, IF REQUIRED. SEE NOTE 5 CIRCULAR PIPE FRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN S" BACKFILL. SEE NOTE 4 T{ I RISE FOUNDATION LEVEL r FOUNDATION MATERIAL V IF REQUIRED. SEE NOTE VY 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.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3 SEE STANDARD WSDOTlAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH 4 PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5 EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 9-03 17 I7-7� GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSOOT 9-03.1213)) / / OR MAINTENANCE ROCK (WSDOT 9-03.90)) MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OF THE APA? CORRUGATED 20 YES YES YES STEEL PIPE 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) CORRU SPRAL .ZrRIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 YES VES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12' TO 24" 12' 3D" TO W DIAMETER l3 102-TO 180, 48• PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS T8"TO38' 12" 4r TO 147 SPAN 13 148" TO 199" 48' UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 220.00 ..� PUBLIC WORKS PIPE ZONE BEDDING AND APPROVED DEPARTMENT COMPACTION - RIGID PIPE GAZ 9/28/2018 DATE PLANTING BEDS)UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 +II�R�i�411,1��1II�l����I�41I1' UNDISTURBED {� GRASS. SEED OR SOD NATIVE VEGETATION I�'-i.>� I �" I I UNDISTURBED NATIVE SOIL 3"-4' ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.00 3"OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5', FOR A SETTLED DEPTH OF 8') OPTION 1 - NO DISTURBANCE PLANTING BE r) TURF (LAWN) AREAS 0" B' UNDISTURBED NATIVE SOIL GRASS. SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL ITOTAL AMENDED DEPTH OF 9.5', FOR A SETTLED DEPTH OF 8'1 SUBSOIL SCARIFIED4' BELOW SUBSOIL SCARIFIED 4" BELOW :L- +1 COMPOST AMENDED LAYER COMPOST AMENDED LAYER "s-H - 1�A i try (12' BELOW SOIL SURFACE) iV (12- BELOW SOIL SURFACEI OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS 0' WOOD CHIP ///, GRASS SEED OR $OD MULCH, SEE STD. 11 D. PLAN 262.60 ; 1 L I NOTES: - 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS 6"IMPORTED - I 6"IMPORTED TOPSOIL MIX - I - - I I I I y-I - TOPSOIL MIX I I' ---� I GENERAL NOTES: (COMPACTED I III I I (COMPACTED I DEPTH) I I I I I (� 8- I I I I I I DEPTH) I TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOU t all: CAUSING EROSION r 1� SUBSOIL IS 2 COMPOST TO MEET STD. PLAN 262.60- Ir_-' SUBSOIL IS C - -_ SCARIFIED 6" = BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED, SCARIFIED 6' „_I_ 7 -T, TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. BELOW IMPORTED - 1 _I TOPSOIL MIX 4, SEE CONSTRUCTION PLANS FOR SPECIFIC 12' i PROJECT REQUIREMENTS OPTION 5 -IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 264.00 WORKS APPR D: URIPUBLIC SOIL AMENDMENT SECTIONS GAZ 9/28/2018 DEPARTMENT DATE Lncompass 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 :45 AI T4" FLAT FACE GOTHIC y I_ T DIA --I on o It 5 STORM ❑ r nnnn T -1gt9116"DIA tin t $-11B" D W 10.IlI DIA Q) 30•16 SS SOCKET HEAD CAP 15" DIA { 1) OPEN PICKHOLE SCREW {ALLE NHEAO} WANSHRS ON A S' DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND PAVED AREA (TYP-) COVER- SEE NOTE 3 'r --mil 12• EXTEND CLEANOUTRISER 2" ABDVf DESIGN SIGNPONOING IF+ _ I�•---� ELEVATION OR PER PLAN FERNCO GASKETED QUIK CAP OR SIMILAR - DESIGN POHDING .. ... ELEVATION 4' STREAMBED COBBLES 8" CLASS'S' PER WSDOT 9-03.1 T(2) ASPHALT, SEE NOTE 4 '. A' COMPACTED SAND OR GRAVEL BAOKFILL FOR DRAINS PER WSDOT 943.12{4) CLFANOUT RISER, SEE NOTE 2 J CLEANOUTRISFRjl SOIL TIGHT 45' BEND SEE NOTE 2 - WYE i I SOIL TIGHT COUPLER Ii I UNDERDRAIN, FOOTING DRAIN COLLECTOR. OR ROOF GRAIN COLLECTOR PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN �j 610RETENTION PONDING AREA 1 TO OVERFLOW J STRUCTURE ORb- STORM LH41N' MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE &INCHES MINIMUM PRNATF- &INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 202.10- 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN. FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL 9E EJ PRODUCTS M7EZIPT AND MMAPT CR APPROVED EQUAL COVER TO 9E LOCKING WITH ALIEN HEAD BOLT, MARKED'STORW OR 'DRAIN'. 4. FOR CLEANOUTS FULLY OR PARTIALLY WITH IN UNPAVED AREAS OUTSIDE OF EIIORE7ENT14N PONDING AREA, POUR 8" THtCK, Zx2' SQLIARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.EIW PSI. GENERAL. NOTES: 1. CLEANOUTS FOR UNDERORAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAI N 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 MANNTENANCE ACCESS TO ALL PIPES. 2_ ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF WORETENTION PONDING INHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESSOTHERWI5E NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 226.00 PRIPUBLIC WORKS Y: DEPARTMENT STORM SYSTEM CLEANOUT actin Pastucha 8/13/20 1 DATE *-00- 1.5" RADIUS L (TYP.) 1 �A D E 0.3" BORDER (TYP.) 0 0 0 0 0 0 O O A i 0 01 0 D L' 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" 6" 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 DEPARTMENT ROVED: 7/30/2018 DATE '�pHIL �F WAS 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 �EcrST 1 REVISIONS PER CITY COMMENTS DATED 112512020 ssIONAL �yG 0710112021 NO. REVISION T MIN, CLEARANCE TO ANY PORTION #FLOW RESTRICTOR TEE INGLURINfl ELBOWS REMOVABLE WATERTIGHT COUPLING OR A FLANGE 2' MIk. A � ELBOW RESTRCFOR, SEE DETAIL AND NOTE 10 ` 1 1 ANGLE AS X i^� NECESSARY. SEENOTE7 6' MIN 2' MIN. '--� ADDITIONAL LADDER RUNGS [IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER 6' MAX. 1 7 WELDED TO ELBOW WITH PLAN VIEW E AS SPECIR ED. SEE ROTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. LINGER FRAME 3 SOLID COVER MARKED "DRAIN' WITH PAVEMENT LOCKING BOLTS PER STD. PLANS 204.40 AND 204,50 77 16" MAX. . I VERTICAL BAR GRATE>=0R SECONDARY INLET S' MIN. DESIGN WATER ELBOW RESTRICTOR, SURFA - SEE DETAIL AND NOTE SO HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 l2" ETYP, ) 1.5 x ❑ SEE NOTE 9 {TYP.) MIN 2MIN. T� I ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES t & 5 2' MIN. SHEAR GATE WITH CONTROL ROD POR INVERTAND CLEA NOUT+ORWN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH CQVER) 12• SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' 12. MIN. WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1 USE A MIN IMUM OF A 54' DiAMETER TYPE 2 CATCH BASIN 2. OUTLET CAPACITY: 10¢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 S 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP S. CLIMB -DOWN SPACE IS CLEAR OF R1SEA AND OLEANOUT GAT@. C- FRAME iS cLEAR OP CURS. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE- OUTLEF PIPE TO HAVE SMOOTH 0. D- EQUAL TD CONCRETE PIPE I-D. LESS 1.,4' 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. IMAXIMUM 3'-O' VERTICAL SPACING). 7 LOCATE ELBOW RESTRiCTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN 8 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 PI Pr- 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. U NLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 237.00 WORKS FLOW CONTROL STRUCTURE - �° URIPUBLIC DEPARTMENT RESTRICTOR TEE[Martin Pastucha 8/13/20 39afftc WPA89D . 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. SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE APPR APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 0 18' MAX. PROM CENTER OF FRAME TO STRUCTURE WALL FOR STEP ACCESS WETPOOL WIDTH INLET FRAME AND SOLID COVER MARKED"DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 - FIRST CELL SIZED FOR 25% TO 35% OF WETPOOL VOLUME INLET ACCESS COVER OR DOORS REQUIRED. 510T GRATE. CRATED ACCESS DOOR, OR LOCKING ACCESS PANEL OVER SECOND CELL. FOR VAULTS WHERE SURFACE AREA OF SECOND CELL IS GREATER THAN 125D SQUARE FEET, 4%OF THE TOTAL SURFACE AREA MUST B�F GRATED AND A T.W. REMOVABLE LOCKING PANEL SHALL BE PROVIDED OUTLET - LADDER SHAPED 50TTDM Ll B" MIN. GRAVITY DRAIN REMOVABLE BAFFLE OR WALL. SEE NOTE 2 SEE NOTE 7 (TYP.) S' MAX. FROM COVE OF OPENING TO STRUCTURE .• .- .- .- WALL FOR STEP ACCESS WETPOOL LENGTH 12' MI14, VENTILATION PIPES AT CORNERS (TYP.), SEE NOTE B a MIN. PLAN VIEW - 1 S" MAX. I SIZE TO CONVEY TOO -YEAR LADDER DESIGN FLOW WITHOUT SHEAR GATE OVERTOPPING.6" MIN. WATER QUALITY NO) DESIGN 12• MIN WATER SURFACE (WS� .__. OUTLET WITH CAPACITY TO - CONVEY 100-YEAR DESIGN --f 12" MIN. - FLOW WITHOUT OVERTOPPING WETPOOL DEPTH - SEE NOTE T (TYP,} v MAX - 3' MIN. REMOVABLE I BAFFLE 2' MIN. VRLVE GRAVITY DRAIN (IF GRADE ALLOWS). PLACE AS LDW AS GRADE ALLOWS BUT MUST BE B' MIN- ABOVE THE BASE ELEVATION OF VAULT BOTTOM SLOPE 0.5%-2Ye WALLS OR ABOVE SEDIMENT STORAGE AREA TOWARD INLET END B ❑ E D-5'I T OUT SECTION A BOTTOM Pz�s TOWARD GW ET L AVERAGE SEDIMENT STORAGE END OF SECOND CELL (RECOMMENDED) 12' MIN. IFIRST CELL) ACCESS DOORS OR REMOVABLE PANEL- SEE NOTE 5 WD DESIGN INS '7- T MIN. 4' MIN. 5% MIN. ITYP •) AVERAGE 12' SEDIMENT ' NOTES: STORAGE IFERST CELL} SECTION B T. THIS DETAIL IS A SCHEMATIC REPRESENTAT34N 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 5-FDOT X 10-FOOT 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. LADDERS AND HANO•HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE 4. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 38 INCHES. 5. REMOVABLE PANEL SHALL BE AT GRADE, HAVE STAINLESS STEEL OF I ING EYES, AND WEIGH NO MORE THAN 5 TONS PER PANEL- 6 VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATLON PIPES. VENTILATION PIPES SHALL BE CAPPED DR OTHERWISE COVERED, SUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 7. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (NOR-NSEAL 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. B. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REOU IREMENTS. UNLESS DTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTSI STD. PLAN - 249.20 T. PUBLIC WORKS [N- DEPARTMENT WETVAULT Martin Pastucha$/13/202 .l`kD.ASQ94B0... DATE REQUIRED DIMENSIONS 8- FOR ROCK LINING "A""" + B12' FOR RIP RAP SEE TABLE 4.2.2.A. HBH (4- MIN.) z %9 Y z Q 00 mLL ILL. LL O 0- 0- 0- O �fA � -L 2' 30' MIN. MIN. z I z m m O O LU LU 0 0 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 j J J- FILTER FABRIC LINER UNDER 1' OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A ter" PIPE/CULVERT DISCHARGE PROTECTION NTS Know what's below. Call before you dig. • CITY OF RENTON [;R Planning/Building/Public Works Dept. LIN 0- R-41151 L3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERINGff"�' Brianne Bannwarth 07/01/2021 ' SKYHORSE SHORT PLAT PR 17-000438 CONSTRUCTION DETAILS O C/� DATE: 1111212020 O FIELDBOOK: PAGE: DRAWING NO: 1460.3 �/ J SHEET: 15 OF: 19 W QO 3 z X1 � 0 1 -GRA�EL- LLJ I 1 � < I w 1 I / SSMH #2 48-0 PER COR STD 400.1 1 1 \ W/ COVER & FRAME - CONTINUATION -SEE SHEET 17 -- � " T.L. 132305-9023 I 134D8 1647H SVE SE 22 LF 6" PVC SIDE / I SEWER ® 2.0% MIN / CB 117A, TYPE 2, 48" MH Ln z6 � z� w LO o `LnLn X z w z 0 I II 11 II z EL X I• 1 I l I r > z z N w � o U " -� I X Nd � LLI �Ln w�� � \Lo o11 w �- w I PER COR 401 I W/ SOLID LOCKING LID > w 4�5 ' - w �!; 308 LF 10" C-900 SS ® 0.49% STA:23+11.30, 5.34' LT I I z^ STA:44+03.74, 8.00' LT z z I I r w T.L. 132305-9058 13404 164TH SVE SE > z RI 60 69 °� I I L RIM 457 66 CB 16 TYPE 2 48" MH z O �' NORTH 0 5 10 20 30 SCALE 1 " = 30' IEM450.24 10" (N) x I I a z N IE=44731 18" (NW) W/ SOLID LOCKING LID U 1 �: w h / Jo NOTES: \ I IE-45014 10" (SW) T.L. 132305-9058 w N o IE=44731 18" (S) STA•46+5095 839' LT �� U 1. DEWATERING IS NOT ANTICIPATED. IF •' I d �Iowa o � o - NEU 475 470 465 460 455 450 445 440 435 C� W , DDRESS: 13235 166TH AVE SE 1 1 8" PVC SEWER ® 1.00% c� �° U DEWATERING IS REQUIRED, CONTRACTOR WILL FOR FUTURE EXPANSION 0 Q INSTALL SIDE SEWER RIM. 464.78 }" z IE=446.06 18" S o L WORK WITH CITY AND COUNTY INSPECTORS TO x 39 LF 12 PVC SO ® 5.82X _ 1 z OUTSIDE r 5°/ INSTALL SILT FENCE AND O $ DETERMINE BEST METHOD TO PROCEED. AT NO 464-_1 -- a II /� / CB #20, TYPE 2, 48" MH STRAW WATTLES AS NEEDED IE=446.06 18" (N) I g POINT SHOULD SILT LADEN WATER BE \ X z / (DOWNSTREAM) OF / m 6" PVC SIDE SEWER TO PROTECT ADJACENT 132305-9 86 1 l I N > z W/ SOLID LOCKING LID 46 3�' SSMH #4 48"0 w - m THE MANHOLE /5° I - DISCHARGED TO EITHER THE STORM OR SEWER i 2 _ " Ln z ®2.0% MIN PROPERTY MAINTAIN ACCESS \ Y PER COR STD 400.1 SSMH 5 48 0 u x SYSTEM. STA: 40+05.89, 12.31' LT - - - I # (rYP[cALJ w TO EXISTING RESIDENCES/ I RIM: 460.00 r L _ \ I W/ COVER & FRAME PER COR STD 400.1 x - � n 11 zo / \ 1 SSMH #3 48 0 / I PER COR 401 W/ COVER &FRAME PVC / z' -� X - x x _ IE=452.74 12" (E) PER COR STD 400.1 \ 1 STA:41+70.91, 0.00' PER COR 401 1 = 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE ®0 S° - cc x v� x z x x - x - x / J I EDGE OF ROW FOR ALL LOTS AND CAPPED FOR IE=452.74 12" (W) W COVER &FRAME / RIM: 455.67 - -� Q o J " / Y d' - z FUTURE CONNECTION. � / � STA:43+46.55 0.01 RT m T z _ -z DER -cam �, ° �m J / ---- ��-- ---- - 1/ IE=446.50 10" (N) RIM: z - -5 o J 00 247 LF 18" PVC SD 6 0.51% 31 LF 12" PVC o _ - \ Q - -6�-0� - - ('-$ 56.'� " r 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF STA:40+29.13, 0.00 I IE=446.50 8" (E) IE=445.50 10" (N) Y q56 =-- = SD ® 1. Off z RIM.459.54 0 - ""O - " ( ) - _- / c 45+00 � � � _ _ - W ■ y -- +00= - RENTON STANDARD PLAN 406.1. SIDE SEWER �- � IE-446.50 8 W IE-445.40 10 SE - 29 LF 10" PVC - IE=_450.00 10" -P45R PO / 1 I IE=446.40 10 (S) - - - - - - - - / / 0 - - ,\ - \� / _ STUBS SHALL HAVE A MINIMUM OF 2.5 FEET SS b 0.50% - O - 1� - - - - - /1 J - �� I �F5 LOWER THAN THE LOWEST HOUSE \ Y IE-449.90 10 S - COVER AT THE PROPERTY LINE AND BE - 142 LF 10 PVC SS ®2 39% FLOOR L NATION A 2'X2' CONCR TE PAD WILL M / x x - .. \ - x = 456 42+00 176 LF "PVC SSA ■ 0.519 43+00 0 oM , 3+00 - ■ z 1 +0 / 2+00 299 LF 12" PVC SD ® 1.57-9 164TH AVENUE S.E. / 460 6 - " - -462 - _ - - CB /18_ TAPE 2, 48 MH - W/ SOLID LOCKING- LID - 33 LF 18" PVC i - CB #19, TYPE�1; 48 MH i - - - - - -464- 8" PVC SEWER ® 3.46% PER - STA:43+-1717, 7.17' RT SD ® 0.43% - \X _ 1.0LID-OCKING LID - - - PLAT OF MAPLE HIGHLANDS_ - - - -- - - _ -- RIM:456.37 I _ _ STA:40+25.21, Y.3fi �T i - - - - -466- - - __ N o IE=44775 12" (N) IE=447.75 18" (S) w RIM. 460.00 i IE=452,43112" (E) � / - - - - - 468- - - - � � O o CB #178, TYPE 2, 48" MH _ _ � - , - tE=4;52.43 12�S) __ - _ _ W/ SOLID LOCKING LID z w Ln STA: 43+46.55, 8.24' RT / RIM: 45Z 12 / 466- - IE=447.61 18" (N) � IE=447.61 18" (SE) i +0 6 EE E i31tf IF 10" C-900 SS_� a.501K - - - - - N 3 �� - Q BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. -- - -� - /�-� i L -M�_ M M M 3 M �- M ,M M \ M M - - - ` 4. ALL TREES SCHEDULED FOR REMOVAL IN M I `�' - - - _ - / - �E - KCROW WITH AN OD OF MORE THAN 4 INCHES - - - - z SHALL BE MARKED IN THE FILED AND SSMH #7 60"0 PER COR STD 400.1 I� APPROVED BEFORE REMOVALS. i - N a W/ COVER & FRAME z SSMH #6 48 0 - I " m o PER COR 401 PER COR STD 400.1 0 6 PVC SIDE SEWER STA: 46+89.88, 0.00' I () W/ COVER & FRAME ®2.0% MIN Q RIM: 465.41 PER COR 401 o I m IE=466.98 i l � IE=443.60 10" (N) STA:43+79.47, 0.00' o z 0£ Sl IE=443.50 10" (E) RIM:45783 o I U J z " IE=445.25 10 (NW) � CD 0 58 LF 18 PVC IE=445.25 6" (E) 't r v ' _ SD ® 0.50% IE=445.15 10" (S) J I Y z I cY) z J ... Y 6" PVC SIDE SEWER LU ® 2.0% MIN U l IE=456.81 CB 16 TYPE 2 4 " MH W/ SOLID LOCKING LID STA:4 +50.95, 8.39 LT RIM. 4 78 1 =446.06 1 • (S) CB 2 TYPE 2 " MH 1 =446.06 1 " (N) W/ SOD LOCKING LID STA:4 +05.89, 12.31 LT= STA: 3+23.53, 1 .38' LT RIM: 460. 00 IE=45 .74 12" (E) r.. r IE=45 I .74 12" (W MH CB 18 TYPE 2 48" MH // (V z .- �I CB 18 TYPE 2 40" ID LOCKING z O 6 W/ SO UD W SOLID LOCKING LID � I STA: 1 1 RT-- S :43+17.17, Z17 RT CB 17B TYPE 2 48" MH CB 17A TYPE 2 8" MH o ¢ Lu l STA: 22 +23+23.53, 1 1 .83' RT RI :456.37 W/ SOLID LOCKINGLID ID W/ SOLID LOCKING z w cn w RIM: 46 IE=45243 .00 " 12(E) IE=447.7 12" (N) STA: 43+46.55, 8. 4 RT STA: 44 03.74, 8.0 LT IE=4477 18" (S) RIM. 4 7.12 RIM. 457 66 / - 8 - 4 4 7- - E- f► IE=44 .61 18" (SE) IE=447. 1 18" (S) w LU. _ 31 LF 12 P O SD 0 1.00% z z LLI 33 LF 18 PVC O �. SO 0.43% 58 18" P ® 0.50 L-i 99 L " N W14 Lssw 10" p 7X z z 3 48"0 SS ® 2.399• COR STD � PER 0.1 247 IF 1 " PVC SD 0.51% z z z W/ OVER & FRAME OU O PER 4 17 LF 10" PVCSS ® 0.5 % . ......... 0 STA: 0+29.13, .00' SS H' 48"0 - IE-4 0.00. 10 STD400.1 - SS ® 0.50 PER CO �- IE=4 (NE) 9.90, 10" 5) W/ COVE P & FRAME R COR 401 S H 48 SSMH 48"0 W �: PER C STD 400.1 PER COR STD 400.1 STA:41+ 0.91, 0.00' W/ CO R & FRAM W/ COVER & FRAME - ILU SSMH 2 48"0 RIM: 455.67 ER CDR 4 1 PER COR 401 SSMH F, 60"0 Cn. z IE=446. 0, 10" (N) STA:43+46.55, 0.01' R STA:43+7 .47, 0.00' PER COR S7D 400.1 PER COR STD 400.1 0 W COVER & FRAME IE=44 .50, 8" E RIM.456.8 RIM: 457.8 W COVE &FRAME (� PER COR 401 IE= .50, 8" (W) _ IE=445.25, 10" (NW) P COR 401 STA: 23+1 .30, 5.34 L T= . IE=446.40, 10" (S) IE=445 40, 10" ( IE=445.25, 6" (E) STA: 46+ 9.88, 0.00' STA: 40+ 0.00, 0.00 IE=445.15, 10 (S) RIM:465.41 RIM: 460.E 3. 0, 10" (N) ........1E=450.24 10 N 33 LF 10" PVC SS 0 0.46% IE =443. 50, 10" (E) IE=450.14 LO 10" (SW) 0) _..,� a �, et con O N •-- �"� O co v- N O n n N. r'') �t O. O 00 0) I� �- 00 N �. O o� O ._ O r� I� N.O �F N to rn .N I� N (O 00 0� _. N �"� �, � �. LC) �,Do O LC) � �. O LC) Imo. (O �n 6. Cp (0 Ln ((� "� 0i I:\ Ili �n OJ M. LO � Lo (n (6 D Ln �n .(6 00 � Ln (6 0 LO (n Ld I\ LO �n WS r W) ui wi. W) � �. LC) (6 Ob �(i (6 I� In Ln (6 �.t6 LO �n C0 to �n (0 I< In Ln (6 LIB In C9 - cD �n .I�. Ci Ln � �n Oj Ci �n Ci O :0 Lrj Ci �0 0j Ci Cp c0 CO �0 O Ca .Oj C1 Ci Ci �F V V eF d- �l d �1 d V d a �t V d st �I �h - I- "t d 'F d �! V d �h i LL LL d LL d V d LL LL d LL d V LL d V CD w C9 C� w. C� C� LL Lw L� L� �, C) C .�.. w C� L� LLJ C� �, C9 4. w . C� Li . C5 w w. C� LL w C� LL w C� LL w. C� � . w C9 6 . � w CL (3 Li C� w � w. � . w C3 .w 6 w . � w <_ L. � _L-J � w 6 w. (3 w . w C� w . C� . w � w. C3 w C3 C� 39+80 40+00 41+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 42+00 43+00 xrL OFFSITE UTILITIES-1 HORIZ. 1 "=30' VERT. 1 "=5' 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 38375 �EGISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIONAL 07/01/2021 N0. REVISION 44+00 SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN: TLK PM D 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA 45+00 SCALE: VERTICAL: NAND 1988 1 "=30' HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 46+00 Know what's below. Call before you dig. CITY OR RENTON • Planning/Building/Public Works Dept. 475 470 465 460 455 450 445 440 435 Q J i w w R 4 115 14 47+00 47+20 S- 4 1 1 5 0 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J attL DEVELOPMENT ENGINEERING • � I WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 SKYHORSE SHORT PLAT PR 17- 000438 OFFSITE UTILITY IMPROVEMENTS O Z DATE: Lu 1111212020 V) FIELDBOOK: PAGE: O DRAWING NO: 1460.3 SHEEP: OF 16 :19 Ct- Ln d- ■ 0 V) 3 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 CONTINUATION -SEE SHEET 16 �I III�•I T.L. 145750-0033 CB#16, TYPE 2, 48" MANHOLE I 1 I 247 LF 18" PVC SD W/SOLID LOCKING LID I I� �' .� 0 0.51% STA:46+50.95, &39' LT f RIM=464.78 / I,' .� / 310 LF 10" C-900 SS 0 0.50% EX. CB COORINDINATE WITH OWNERS RIM=452.74 SSMH #8 48"0 TO MAINTAIN ACCESS TO IE=446.06, 18" P,S) 472 NV=451 .14 12"CONC-NNW EXISTING DRIVEWAYS Y ( ) PER COR STD 400.1 INSTALL SILT FENCE AND STRAW G COUN NV=451.09 (12"GONG-S) W/ COVER & FRAME WATTLES AS NEEDED TO PROTECT KIN PER COR 401 ADJACENTOPROPTING RESIDENCES STA:49+97.43, 0.00' oN �jj 1 I 4' CYCLONE FENCE 6 VC SIDE SEWER 02.0%MIN I - RIM.454.25 " RENT w y j 3" PVC (N) 3 PVC (N) IE-442.00 10 (W) 6 PVC SIDE SEWER ®2.0% MIN 324 LF 10 PVC SS ®2.93% �w� r 1 ..' I x IE=454.32 6" VC SIDE SEWER ®2.0% MIN IE-453.52 IE=441.90 10 (E) " 6" PVC SIDE SEWER 6" PVC SIDE SEWER POINT SHOULD SILT LADEN WATER BE M J W w 12" CONC (W) 6 PVC SIDE SEWER ®2.0% MIN / / DISCHARGED TO EITHER THE STORM OR SEWER - f 7 I / /� 12" CONC (W) T.L. 132305-9096 12" CON IE=454.36 0 2.0% MIN 0 2.0% MIN /l 11 SYSTEM. SE 135T \ q \ = (E) T.L. 132305-9057 T.L. 132305 9061 H ST. �� 1 IE=453.44 2" CONC (W) T.L. 1 305-9075 ` CYCLONE ENCE SSMH _ \ _71 _ _ _ / _ _ _ _� T.L. 132305-9066 2" CONC (E) --4�4 12 CONC (W) 2" ONC (NE) / PER COR STD 400.1 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE ��aa5 nn IE=4 .24 49" EDGE OF ROW FOR ALL LOTS AND CAPPED FOR �� - - - E=451 .13 12" CONC (E) I I W/ COVER &FRAME \ - �� -454 - - / - I 30' RO)W� I \ IE=447.10 _ 12 ADS PER COR 401 FUTURE CONNECTION. e - - sD ' -® - -456 - - - - - - _ i � 3" PVC (NE) IE=44 4 1 2" IE=�437 77 STA 53+21 19 0 00' GUARDRAIL \ -._ - - - -so - _ 1 IE=443.88 -I d- - --- ---- F454- - 1---------- - - _ _ - - E I.. W. w w _ OVV -SD-- W w1 T.L. 947596-0160 SSMH #7 60" PER COR STD 400. W/ COVER & FRAM PER COR 40 STA:46+89.88, 0.00 RIM: 465.4 IE=443.60 10" (N IE=443.50 10" (E 345 LF 18" PVC S 00.507. z O y x 0 5 10 20 30 -20 ' / SCALE 1 " = 30' / J 28"/ i /°" NOTES: �1 1. DEWATERING IS NOT ANTICIPATED. IF 2 l / 6" DEWATERING IS REQUIRED, CONTRACTOR WILL WORK WITH CITY AND COUNTY INSPECTORS TO l l 1 DETERMINE BEST METHOD TO PROCEED. AT NO I E- 44)v. 9 0 (E) / I RIM: 439.88 ' 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF IE=432.40 10" (W) RENTON STANDARD STUBS SHALL HAVE ALAN 406.1. SIDE MINIMUM OF 2.5 FEET co IE=432.30 f0" (S) OF COVER AT THE PROPERTY LINE AND BE LJE?/ ESE=E w _ W w 30' o 0 0 \ 3-5 FEET LOWER THAN THE LOWEST HOUSE _ FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL E - ter. -...... \y - .-5i- -1T1 I--� BE REQUIRED FOR THE CLEANOUT WHERE NOT E x - x x - w - w� 30' ROW ' �� / SE 135 H S . D-!S - - - E E-_ _.-E � '4�4- � �- w � - / �� ... �. �- 1 \ 12" C NC E' - - s so - - - - - _ o d _ �� _...: _ \ \ T.L. 722970-01C LOCATED IN A PAVED SURFACE. ' ADS E - -x / - ( ) - w E I. I CIE=459.83 IE=454.71 - APPROX. ® - E- D E S° E E = w_ - W - w w j � I 1 4. ALL TREES SCHEDULED FOR REMOVAL IN 1 l C EX. CB LOCATION �E - s° - w� 4. KCROW WITH AN OD OF MORE THAN 4 INCHES RIM=453.92 WATER MAIN 12" CONC (E) �� E so - - w -W "�_\w - I'^ SHALL BE MARKED IN THE FILED AND z INV=450.52 (12"CONC-N 308 LF 10" C-900 SS 0 0.49% IE=453.08 APPROVED BEFORE REMOVALS. �. C� INV=450.52 (12"ADS-W) 1 - CONC (E) 3" ADS(S) 12" CONC (E) I. � O p - 4' CYCLONE FENCE INV=450.52 (14"ADS-` ` T.L. 772970-0005 L. 722970-0015 E 450.74 IE 448.38 IE=445.96 F 1/2" CONC - IE=442.59 I. 3N < O 6" PVC SIDE SEWER 0 2.0% MIN = CONC (W) 12" CONC (W) 12" CONC E D R� rY E=451.36 ( ) 12" CONC E / � O OUN IE=449.05 IE=445.07 ( )�,- I j � _KING 6" PVC SIDE SEWER 0 2.0% MIN T.L. 722970-0020 IE=444.47 3" PC/C (SW) \ I hij �I M T.L. 772970-0025 IE=43 . � 0 6 PVC SIDE SEWER 0 2.07MIN T.L. 722970-0030 8 33 J m 12" CONC (SE) 24" CMP S 0 6" PVC SIDE SEWER 0 2.07MIN E=436.72 E=434.01 z 302 LF 10" PVC SS 0 0.40%IIyl �. Q K OC 4' CHAIN LINK --i z FENCE\V/ 30' I I i I T CONTINUATION -SEE SHEET 19 CONTINUATION -SEE SHEET 18 465 460 455 450 445 440 435 430 46+80 47+00 48+00 49+00 50+00 51+00 52+00 OFFSITE UTILITIES-2 HORIZ. 1 "=30' VERT. 1 "=5' VHILIp Al Encompass r�� of WAs� ���j jr/r��.� �q o jJl SURVEYED: SCALE: - VERTICAL: NAVD 1988 SDM „ , HORIZONTAL: NAD 1983/1991 1 -30 ENGINEERING & SURVEYING ♦ 01 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CID 07/01/2021 DESIGNED: NEM Western Washington Division 2 �° REVISIONS PER CITY COMMENTS DATED 4/07/2021 CID04/08/2021 DRAWN: TLK 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 " Phone: (425) 392-0250 Eastern Washington Division �Ec sTgR ;� `%ss 1PMD REVISIONS PER CITY COMMENTS DATED 112512020 11/12/2020 ONE INCH DATU M CHECKED: AT FULL SCALE 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 ZONAL EDM IF NOT ONE INCH 07/01/2021 N 0. REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY Fl \ \ \ Q0 CID Uj \ ~ X uj W LtJ Cn Co � Q 08 LF 10" C-900 SS 9 0.49% _SSMH 7 60"0 PER COR STD 4 90.1 SSMH i 0 z w/ COVER & FliAME PER COR SID 400.1 z 0 PER COR 401 W/ COVER & FRAME 32 STA. 46+89.88, 00' PER COR 401 I-F 10" P SS V RIM: 465.41 STA: 49+97.43, 0.00' 0 2 9 IE= 43.60, 10" N) RIM:454.25 IE= 43.50, 10" E IE=442.00, 10" (W) IE=441.90, 10" (E) )0 co C co N CN 0-1 00 M -M I. rn Lr) Ln Ln Ln o O N N Ln to d-. NF Ln LE) co c0 Ln LO o). M Ln to 't � _ _ C�) o) cD O O Ln W)Q0 c0 O O L0 c0 � 0) nn Do 00 n Q) 00 co CO c0 O) 0) n n W) 00 00 O N N Ln U-)CT)«W Ln to i") O O � 0) I� � 00 rj vi r 0� of oc: 00 co c6 Sri Wi U� wi �t �I d rf �f �h Ln to Lcj l(j ri c[i Tri to V d N' t j N N N N O O CSo� 0i 00 N r< K co 4j a L6 �h N N O C; 0� of 9 cn CO co LO c0 Ln LOLn U') Ln U*) Ln LO U-) Ln Ln Ln Ln Ln LC) LO Ln Ln Ln to Ln to Ln U Ln LE) Lr) to Ln Ln LC) W) Ln U) E� W)Ln =li LO d- d- �f' Ch' �I' �F. e1' d- el. V- �f' d- �1. d' el' �f' V. n n d- �1- �}- �1- d- el' d- �I- r}- mil- d- e} d' �' r}- ef' O O O O � CO C� O O O C0 O O O O O C.D O �. O. O (.D O O O. O O O O O. O O _ W LL O C.O O O O C0 O O O O LLJ LL. LU O_ _ L' V' LI L� � LLI � W L� W LL LrJ � W - � LL L� LL W LL Lli � LLJ. l� W � W � LLI. ly LLI LL W lL L� LL W LL Lam. LL_ W L� W �. LL W LL W � LLL �. W - Lam. L� � W L� Lu L�, ly � 53+20 R 411515 S-411506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 I- 0 Z DATE: SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: OFFSITE UTILITY IMPROVEMENTS 1460 3 �' SHEEP: GF 17 :19 53+00 Know what's below. Call before you dig. �. + CITY OF RENTON Planning/Building/Public Works Dept. U Q J t65 00 t60 0 t55 t50 45 t40 05 t30 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 RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS NORTH In 0 00 3 LO I III I I I I 6" PVC SIDE SEWER 6" PVC SIDE SEWER 0 2.0%' MIN I 0 2.090 MIN I �� 6" PVC SIDE SEWER COORINDINATE WITH OWNERS n z 0 2.0% MIN I TO MAINTAIN ACCESS TO SSMH 119 48"0 w EXISTING DRIVEWAYS PER COR STD 400.1 U w DO / \ W/ COVER & FRAME N � w z - PER COR 401 d II N w n LL o APPROX. LOCATION / U. STA:53+21.19, 0.00, w o LF) I WATER MAIN / T.L. 722970-0100 � � II o II RIM: 439.88 I N w o IE=432.40 10" (W N Ld w T.L. 7229 -90 IE=432.30 10"INS) T.L. 7 2970-0 95 I - - 450- \ J - -436 - as (IS _ -440� n - z- -436 0 8� - -436 - �- - - QN- f43 o O / i M f��t n,-- - M O I M M M M M M M ' M M Jvto- o j \ 166TH AVE SS+o ---- - ✓�4+ ---- - --- ---- - - - - - - - / --- - \ o X \ X _ � 49�v � � M -436 Z. =1�1\0 r j - - -434 - - _ 302 LF 10" PVC SS 0 0.40q w \ - - - SSMH #10 48"0 l / PER COR STD 400.1 o INSTALL SILT FENCE W/ COVER & FRAME N `' \ I 6" PVC SIDE SEWER \ J ( AND STRAW WATTLES >- / N 0 2.0% MIN \ / PER COR 401 w ll \ AS NEEDED TO ` STA: 56+23.03, 0.00 11rr442\ 3 �� ° SAWCUT & RESTORE N-) PROTECT ADJACENT \ \ RIM: 443.30 C Z z PROPERTY. MAINTAIN IE=431.10 10" (N) z N N z PAVEMENT IN KIND (TIP) o II \ o / o w FOLLOW KING COUNTY 0 w ACCESS TO EXISTING � IE=431.00 10" (S) 0, L Lw STANDARDS RESIDENCES w _ w \� \I / o N T.L. 722970-0030 I I rN 324 LF 10" PVC SS 0 2.93% :� r� ,I J CONTINUATION -SEE SHEET 17 455 450 445 :Al-m LX-S8I GY.blm LP•Td D QS I I NIc4-��� 1170 00Z mcr ozLn Au- r I \ � 03d `1P33W3Sb U / !- I d3M3S-- 1JVIINVS 91 / x > > / ET, cn T.L. 132305-9038LLJw / DSO I I LIBERTY SCHOOL T.L/ 1323059038 = o CD 0 CO m w cc z z z U-) / \cc 77 _ \ J I 254 LF 10 C-900 SS 0 1.807 n o � > \ \ \ LLJ Q DO Ln� >> z z - Lu� / \ \LU -K - 4+55.98 X. CONC. D 24" IE=4 3f 6 ILLI 302 LF 10" PVC o a40AG SSMH 48"0 z LJ PER COR STD 400.1 z COVER R & FRAME 254 LF 1 " C-900 P COR 401 SSMH " 0 0 ®1.80 V STA:53+ 1.19, 0.00' PER CO STDD 400.1 RIM:439. 8 W/ COVER & FRAM 1E=432. , 10" (W) PER COR 401 1E=432.3 , 10" (S) STA:56 23.03, 0. U IE=431.1 , 10" (N) EX: MH IE=431. , 10" (S) 6, 0' RT STA:58+71. RI = 445.03 EX. IE=426.03, 12" (ESE) E . IE=425.9 , 10" (E) E . IE=425.8 , loll (W) IE=426.4 , 10 N I� d Ln d �0 Lf) 00 c0 10) 00 n (b n LC) 0) 00 rn 1:7) CIO Cr) 00 Lr,) ^ Ln N Co N O 00 O n Qo to Lr) to to �0 to r, W) N LC) N co u) l-0 to O to O N N 0) Lc� O) LO d- o e1- LC) o U7 r n n ^ In rn O) N ^ N (0 O to � O O V- O d O O. 0� e1 Oi. 0� P) 0i f+) 06 Cd 06 n �) � r-� r. n r r< I\ r< r. 1\ r< h ri r. h) r< 06 Op .0� 0; O. O lYj Mj ¢. d e}. 'd Op �. �. Lri M lCj W rn 06 d d d r< 05 e} 0i ej Ln ri O. d 00 � Op. 10 d (p �} el' mot- e1- d- ) V- V- �1- � d- a- � �1- d- eF d- M e{ d- V- a'- n �1- el- V �F �1- �- e1- d- eF e} d- d �Y d- M <r- el- d- �1- d- In er- d- el- a'- �1- rl- eF sl- d- t e} d- d- d- �l V- d- V- W 4 I C CL C O 3 w w w w w w L� iC w w wC w w w w w w w LW LL w 4 52+80 53+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 54+00 141L H 55+00 56+00 OFFSITE UTILITIES-3 HORIZ. 1 "=30' VERT. 1 "=5' 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 � 2 REVISIONS PER CITY COMMENTS DATED 410712021 REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIGNAL 0710112021 N0. REVISION 57+00 SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 58+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 "=30' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 455 450 445 :ids] :A1-7 3�1�] .Pzi] 58+80 EX. SSMH STA: 58+76.46, 0.03' LT RIM: 445.02 IE=426.42 10" (N) EX. IE=426.03, 12" (ESE) EX. IE=425.98 10" (E) EX. IE=425.88 10" (W) Know what's below. Call before you dig. % CITY OR 140 RENTON Planning/Building/Public Works Dept. 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. J. 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. U i S-411507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 I- 0 Z DATE: LLJ SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: OFFSITE UTILITY IMPROVEMENTS 1460.3 SHEEP: OF 1 O :19 T L. 722970-0006 N Ln 3 RIM: 41�4.78 fE=44C06 18" (S) IE=44906 18" (N) J H LX. 7ZZ LI- 1Z NU 9 7.36% CONTINUATION -SEE THIS SHEET Z I o h ~ Cn IMH LID ® Zoa Ir C o 0 .00'Lj � 42 g (W) ^° (E) U �wQ (N) L o Lei cn co) _ W/ SOLID LOCK NG LID TA: 10+13.9 , 0.00 475 RIM. 472.42 (REC NECT EX. STORM LINE) IE=468 50 2" (W) IE=444.33 8" (E) IE=444.33 8" (N) 470 CB 6 TYPE 2. 480 MH - W/ OLID LOCKING LID STAL66 .39 LT - RIM 1E= (S) � 1€= ) i 465 l� I• 1. �.T. �.. �. �. .. .. .. .. .. .. .. .. .. .. .. .. .. . LU STRUCTURES OVER DEEP -00 Lu REQUIRE STRUCTURALDESIGN 460 455 z U 450 3 LF18"PCSD®0.0% 445 440 `jI IIIIIIIIIIIIIII� .. . N K9 � 6 C6 6 C� C� 6 C� 6 6 W W W W W _W W W 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 9+00 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' xrL 10+00 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIONAL 07/01/2021 N0. REVISION 475 470 Uj 465 LU LU 460 Q z z O 455 I,, O 450 445 440 CONTINUATION -SEE THIS SHEET -7 '77 475 LU LU 470 LLI 465 LIJ O 460 z z O Q) 455 O 1450 1440 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 RESTORATION WITHIN KING COUNTY R- 0- W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS C8 #15, TYPE 2, 60" MH W/ SOLID LOCKING LID STA:10+13.93, 0.00' RIM: 472.42 IE=468.50 12" (W) IE=444.33 18" (E) IE=444.33 18" (N) - w w - w - W 100 LF 18" VC ® 0.50% EX. 122 LF 12" SD 7.36% E. 1 /4 CORNER SEC. 14-23-05 CALCULATED POSITION C 15, TYPE 2 60" MH W SOLID LO KING LID S A:10+13.93 0.00 R : 472.42 11+00 CB 1114, TYPE 2, 48" MH W/ SOLID LOCKING LID STA:11+14.05, 0.00' RIM: 456.56 IE=443.83 18" (W) IE=443.83 18 (E) o�o � - w- w " 4.60% 12+00 12+?6 SD OUTFALL, RIP RAP OUTFALL PROTECTION 8.5'xl2'x2' STA: 12+18:18, 0.00' IE=439.11 12" (W) I 468.50 12 (W) (REC NECT EX. TORM LINE) 1 444.33 18 (E) I 444.33 18 (N) \\ _ C 4 TYPE 2 48" MH I SOLID LOCKING LID W R 456.56 .00 \\ 1 _ 443.83 18 (W) 1 443.83 18 (E) STRUC RES OVER 5' DEEP ` \ REQUIRE STRUCTUR L DESIGN ® 0.50% \ 18 PVC Sp ® _ 60$LO \ CEI WLQ SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 11+00 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' VERTICAL: NAVD 1988 1 "=30' HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 475 470 465 460 455 450 445 440 12+00 12+25 Know what's below. Call before you dig. 0 �. + CITY OF RENTON Planning/Building/Public Works Dept. NORTH 00 0 5 10 20 30 SCALE 1 " = 30' 61 • i R-411516 S- 411508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING 1 � Brianne Bannwarth 07/01/2021 ' O Z DATE: SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: OFFSITE UTILITY IMPROVEMENTS 1460.3 SHEEP: OF 19 :19 `- J U a Q J ry n Q J n ry O (n w V) ry O U) LO I I � 0 I.J_ I- I- J n I— LL_ 0 V / Ld VN) ry 0 V J N J t� Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) AL AL4JlAT �INUMf Lb DIRE iti%POLE i2EiLIM PATS WALL BE FACTIMY PRIM® AND PWER' MATM fIN(3Yt CaL4R: M1. 0"1% `,El a, is-4/qr I ITAj Lei ire' L4fMItfA,l . {YtAi�At� uk A WMA. V V§w. �9 At �3:iC LEA B'"' � E (ORv.q mm %-KL BE INTFORAL Yb JK IRMRF T RMdINX BEifCit L13FATAO IN `H3E 71MRE M11T L194T 3TANDA M M4AL NUM9mw PER sw "' 1'$!'. .- 14'-e FCVTER 3FrAM 8. DIARETFR; (MT5wf4-ffi#r-PAL40M-1IAa _ $Y I<Y�gQNE �#§# A15FIM4VEG 'II1 At li " I'Rt1wDB t �±t I Tur T Q4 t k v� mmm T.e 114AWRME OUDOM'1tA•t. ALtWUM 0--AMiML BASE L KIR3 BD46 BY LW (M AMOVED EN}AL) POLE BASE PER DUAA„ tNf� SHEET EXTEND NE'. c6Ntkt$T 5" mm REY041) MUNDA11014 OR UE: 091P k.LEIf tiF5tY 13AMLL H tW � 24 RYSLtIi¢3ATION DETAILIX OME -�f1LT GIRLyir �1fA BET.L. TtHS T) As1640R tOLT _, E z=TAIL i E USE DETAIL Tt� bP 'FIi[itvatcnt�A 4 T1tTAL,r. ve" Hrx wo'm:9TEEL ({' IR A, RAT ANQ IB# WLJ ANCHOR BOLT ASSEMBLY DETAIL Wt E TA 1PO1lUMT.[OU DETAILS POLE ELEVATION ria E s�Larrle> 9 L 1i1t t1t 4G a Ca A�Iz F�!11tRd1i€pt �'t3�t?�1iIN NEIGHBORHOOD STREETSTD' iF;.1 PUBLIC 0'RK PEDESTRIAN LUMINAIRE ; DEPARTMENT FIXTURE.AND PALE DETAILS DA'PE ;,_ O , _.0 '10 I UIviINAIRI POI E As ,:IaNCUON j A NCRETE FAD PLAN 1ABV POLE PA) -__-_ a'. UNCTION b(,' iJ LUMINAIRF. COINCRETE FO AURTII=N SIDE AEW LUMINAIRE CONCRETE PAD DETAIL ���vl=PfsL Nh�TES 1. 'UMINAIRE COINCRETE PAD SHALL ^E USED 'N AREA' €0—olDE OF SIDEWALK 2 CONCRETE 'CLASS FOR LJWNAI E CONCRETE PAD SHALL BE PER STD PLAN 13 3 TO? [IF L ;s NOIRE FOUNDAPON ELEVATION SHALL BE DILATE AT BOTTV4 OF LUMNAIRE OONCRETE PAID ELEVATION' OR 807TOM OF E DE'WA K, ELEV -! II N A L,UMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5 LUM NAIRE CONCRETE FAD At ;MMODA,TES 7YPE I AND TYPE 2 JIINC.:I N BOXE- ONLY f- JUNCTION BOX Ca It°RETE SIDEWALK PLAN VIEW FEN rTD PLAN! 102 LUMINAIRE POLE %O`dGP,ETE I- FWAU, PER..STE, ?-AN 102. NCTI ;N BOX GtUNDATION. SEE MtW LUMINAIRE WITH SIDEWALK DETAIL _0 GN `BETE PAD t T• G N-m-'PETF PAD - JUNCTION BOX _ '~ S D" ', ENJ INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE 1 U+ o� STD • PLAN — 120 PUBLIC WORKS PAD/SIDEWALK AND .11; DEPARTMENT JUNCTION BOX CONCRETE PAD Gregg A Zrmm�Fl� .,........_,,.- C,ATE TaffE, NORTHW TRAFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 1L� 1 7-9-21 NO. PER CITY REDLINED COMMENTS REVISION INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE I NUMBERING 2 EXAMPLES 3 4 C s- LED TYPE 5 6 7 WATTAGE H W W Li CURB U] 2 A. w R5 � z TRAFFIC FLO CD m PLAN VIEW I I FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117A l 173 4" TO 2" � 0.88" 1 O ` CO- r 0 N N DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND t STREET LIGHT STANDARD STD. PLAN— 121 ®� PUBLIC WORKS DECAL NUMBERING SYSTEM A PROV DEPARTMENT BA .... .w _ _. SURVEYED: SCALE: AS DESIGNED: VJG ANOTED DRAWN: VJG ✓JG 25 720 LDH CHECKED: LDH BY DATE APPR APPROVED: LDH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY 0E RENTON Planning/Building/Public Works Dept. T-411502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 07/13/2021 SKYHORSE SHORT PLAT ILLUMINATION DETAILS RENTON, WASHINGTON —.-7/9/21 FIELDBOOK: PAGE: DRAWING NO: IL2 SHEET: 2 OF: INA 0 Q N� I..L O U) LLJ () Qf 0 r� V / U im Q J N H H ry n Q J n ry O (n w V) ry O V) U NORTH `- • 474 - / / _ > ° 5,134 S F 4 10' LANDSCAP ROW DEDICATI�IaO �'�� F — �— ��S8631'48`E ` 61, 16" Fir E BUFFER — _ 16 . �65 FFER �`L I 30 Fir \—.472- 12 S.F. l2 I 32" Ir — — — Th 5, 2 TRACT D STORM T 2, I 16, Fir -�� EX. HOUSE 9r. 5 792 S.F. l a 3, Cott woo � FF=471.46 1 16'•' �rr J J_ J.I LOT 1 I F. T� �01' °F �8631'48"E 170.57' - 1� I S86 31'48"E 135.45' T 6" 1 e to 10,686 S.F. _ H io.. I I a W ° I I N 27 5-. o d T.1 0,.. Ir \ � I . d' \ T55, 13" Fir 19� Cot nwood 1 co EX.. ... ... o I' Q cfl GARAGE V- FF= GRAVED LOT 8 47 I 9,450 S.F. 01 %�T54, 2 F O N87 33'15"W 107.40' I I " I / " — �51 �14,"5'�31_48E 15.40119.00' 1 1 I I T „ Fir / S ILL, LL- m o LOT 2 I o C w I v CS 0 10, 658 S.F. 0 LOT 5 Q I I. I i 1 a Q 9,62 7 [S.F. I a to 72, 12" 20.02' ' �.. I — — &T71T 88.13' _ N8734'41 "W �, 8 N .. 34'4t . W ..139, � 119.00' 02 ....... . a ° aw ,12" Aid r 8 .13' ..._ ..... _....................................... I ............ 31 +88 `-. — —. = .� = __E� . -. a ... -1 1 4.. / ............. 31+0 ............... ...... — a.. r 20.02' ..... W v 119.0..... a A a I o o I INTRACT D� PUBLIC AC ESS/UTILITY I 4 2,780 S.F. 1 I 0 I LO 3 10 1 S.F. 3 I `° a 14.p. Ia 1 t10 r OT4 w I 0- L z 9 384 S.F. veil 1 a T70, 10" Maple I 2 3 q i � I — _— T68, 8" Bircl T69, 48" Cottonw4; O Qr N R.O.+ `t DEDICATION 254 S.F. q.6$ 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 1 27 9 (27 TREES @ 30% FOR R-4 ZONE = 8.1 TREES) 13 0 Lane & Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 STATE OF WASH I N GTON REGISTERED LANDSCAPE ARCHITECT BRUCE CAMERON LANE CERTIFICATE No. 375 5 4 3 2 10" 41der ''T4$, 24"N AA T45� 2 F 12" Alder 32" Fir X m APP OXIMATE DRIP (TYP) TREE TO BE SAVED 146428" Fir 1 9,450 S.F. ood TREE TRACT 7, 350 S. Tt 24"—Ftr- 1 I / WT i14„ Fir 4. S8631'48 E A T940, 30" otijonwood _135. 44 _ I — / T3-9, hr As 63, 16" Fir 1 / 1 0 j LOT 6 0 91450 S.F. ARof I T31, 10" I Western Red Cedar S86*3es ern nd -Ced48arZ5- A" Fir 1 %T34, 20" M pie 7 I TRACT C STORMWATE 32, '114" Fir 8,835 S. F. 33 48" Fir 170.57' 1 EX. 1 GRAVEL I I � I � I I I i. 2' � II I 37, 8" Fir' II 1 I 1 W tern "I Cedar rv'v 36, 36" Fir 464 `F I 7' WOOD FENCE 1 za8 EX. GARAGE / EX. GRAVEL NOTE: SEE LANDSCAPE PLAN FOR MINIMUM TREE DENSITY CALCULATIONS. SEE LOTS. Revised per new site plan rec.ed Revised per new parcel plan / redline comments Revised per new site plan Revised per new site plan / Revised Tree Retention Revised per new lot layout / Revised Tree Retention BCL 6-22-21 SURVEYED: BCL 1 1 —9-20 DESIGNED: BCL BCL 12-4-19 BCL 8-21-18 DRAWN: BCL BCL 10-24-17 CHECKED: BCL BY DATE AP P R APPROVED: BCL SCALE: 1'$=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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 Know what's below. Call before you dig. ;R CITY OF RENTON Planning/Building/Public Works Dept. R-411513 TREE TABLE 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 es 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 10 01111111111 PLANNING DIVISION APPROVED 07/13/2021 jding SKYHORSE SHORT PLAT PRELIMINARY PRE 14-001105 TREE MITIGATION PLAN DATE: 08/11/17 FIELDBOOK: PAGE: DRAWING NO: 33-2017 SHEET: L-1 OF: 3 111 L0 O O i r L.L �J Q J 0- elf W U) O 2 Ln O r) W Q J n ry O 2 U) LU ry O 2 U) Lane & Associates Landscape Architecture zNORTH 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 J L, STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT BRUCE CAMERON LANE CERTIFICATE No. 375 1J L/-1I V VJ\../-\r L. J I IV IF P'w J f-\ \�LI V 1 I V I vv"I� R.O.W. FOR STORMWATER TRACTS 5 Revised per new site plan/revised street trees BCL 1 6-22-21 SURVEYED: SCALE: 4 Revised per new parcel plan / redline comments BCL 1 1-9-20 DESIGNED: BCL 3 Revised per new site plan BCL 12-4-19 2 Revised per new site plan / Revised Tree Retention BCL 8-21-16 DRAWN: BCL 1 Revised per new lot layout / Revised Tree Retention BCL 10-24-17 CHECKED: BCL NO. REVISION BY DATE APPR I APPROVED: BCL 1"=20$ CITY OF V'R) RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 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 PROPOSED DETENTION VAULT BELOW GRADE. 411513 Know what's below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION APPROVED 07/13/2021 jding SKYHORSE SHORT PLAT PRELIMINARY PRE 14-001105 LANDSCAPE PLAN DATE: 06/22/17 FIELDBOOK: PAGE: DRAWING NO: 33-2017 SHEET: L-2 OF: 3 Q J O U) LU U) O U) (C) L0 N O O O It ti n O Ln Ln O O O ti Q J 011 Q ry O U) v ry O V U) U LJ a z J PLANT SCHEDULE BOTANICAL NAME TREES Pinus contorta Acer circinatum Fraxinus pennsylvanica Cercidiphyllum japonicum COMMON NAME QTY SIZE COMMENTS Shore Pine 39 6' Well Branched / Matching/ Native Vine Maple 20 1 1/2" cal. Min. 3 stems/ Well Branched / Native Green Ash 9 2" cal. Well Branched / Matching Katsura Tree 13 2" cal. Well Branched / Matching SHRUBS Erica d. 'Mediterranean Pink' Mediterranean Pink Heath UCistus x purpureus Purple Rock Rose OPolystichum munitum Sword Fern o ° Arbutus unedo Strawberry Tree © Berberis t. 'Crimson Pygmy' Crimsom Pygmy Barberry M Pinus mugo Mugo Pine 0 Miscanthus sinensis Maiden Grass Rosa rugosa 'Hansa' Hansa Japanese Rose GROUNDCOVERS C= Arctostaphylos uva ursi Kinnickinnick C= Hydroseed lawn 78 1 gal Full / Compact /Drought tolerant 56 2 gal Full / Compact /Drought tolerant 57 2 gal Full / Compact / Native 53 5 gal Full / Compact /Drought tolerant 48 2 gal Full / Compact 16 5 gal Full / Compact /Drought tolerant 16 5 gal Full / Compact 14 18" Full / Compact /Drought tolerant 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. �W- / Lane & Associates STATE OF WASHINGTON Landscape Architecture REGISTERED LANDSCAPE ARCHITECT 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 BRUCE CAMERON LANE CERTIFICATE No. 375 PLANTING DETAIL STAPLE TREE /REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL DISEASED AND BROKEN BRANCHES SPECIFIED TREE STAKE(S)� HOSE & WIRE TIES, INSTALL 'TREE BOOT" OR SEE DETAIL ABOVE 'ARBDRGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. PLANT TREE 1"-2" HIGHER THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH WATERING BASIN FERTILIZER TABLETS FERTILIZER GRAMABLETS —5) 18"x 48" ROOT GUARD ADJACENT—j ` TO CURBS AND SIDEWALK 18" 48" ROOT GUARD ADJACENT SPECIFIED PLANTING SOIL - TO CURBS AND SIDEWALK SCARIFY PLANTING PIT UNDISTURBED GROUND - SIDES AND BOTTOM 12" MIN. FOR WOOD 6" DEEP, FIRM, NATIVE STAKES & 18" FOR REBAR SOIL MOUND 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8%6' DEEP p'1 HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. STREET TREE PLANTING & STAKING DETAIL NOT TO SCALE SPECIFIED TREE STAKE(S)— INSTALL "TREE BOOT" OR— ARBORGARD" IN LAWN AREAS. PLANT TREE 1"-2" HIGHER — THAN IN NURSERY a WATERING BASIN 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) SPECIFIED PLANTING SOILS Y sJ1w fd�%� SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND - _ 6" DEEP, FIRM, NATIVE A MIN. FOR WOOD �� �� �� SOIL MOUND STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH I IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL NOT TO SCALE STAPLE TREE /REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DFTAII PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE r SPECIFIED TREE STAKE(S) — REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP r WATERING BASIN FINISH GRADE 2" SETTLED DEPTH WITH SPECIFIED MULCH I I SPECIFIED AMENDED BACKFILL tw .. .,._ �..�._�•, � FERTILIZER TABLETS SCARIFY PIT SIDES AND BOTTOM 18" MIN. FIRM NATIVE SOIL MOUND 2. ROOTBALL WIDTH 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 N NURSERY FERTILIZER TABLETS/SPECS FINISH GRADE -' SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE EQUAL SPACING �pG 9� A 2 c 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE 5 Revised per new site plan/revised street trees BCL 6-22-211 SURVEYED: 4 Revised per new parcel plan / redline comments BCL 1 1-9-20 DESIGNED: 3 Revised per new site plan BCL 12-4-19 BCL 2 Revised per new site plan / Revised Tree Retention BCL 8-21-18 DRAWN: BCL 1 Revised per new lot layout / Revised Tree Retention BCL 10-24-17 CHECKED: N0. REVISION BY DATE APPR BCL APPROVED: BCL SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PLANTING DETAIL One sign per 50 feet, (minimum of 2 signs) 10 Ft. Dripline l I 4 6 Ft.Temporary Chain Link Fence R.1 N TRESPASSING PROTECTED TREES Figure 1, TREE PROTECTION FENCE DETAIL, DRIPLINE METHOD oi CITY OF RENTON Planning/Building/Public Works Dept 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 (1") of trunk caliper, whichever is greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING — Protected Trees," or on 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 (3") 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. R-411513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 PLANNING DIVISION APPROVED 07/13/2021 jding SKYHORSE SHORT PLAT PRELIMINARY PRE 14-001105 LANDSCAPE PLAN /DETAIL SHEET DATE: 08/11/17 PAGE DRAWING NO: 33-2017 SHEET:OF: I -3 3 L0 N O O 1 I� O Ln C) O O J A U Q J i- O C0 w U) elf 2 C0