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HomeMy WebLinkAboutzR-4072Set120 J 0 3 CN r- C'4 n �.. ASHBURN, A CONDOMINIUM PHASE 1 VOL. 167, PGS. 29-38 TAX PARCEL 029050-0000 SAPPHIRE ON TALBOT NW 114 OF SE 114 OF SEC. 31, TWP. 23 N., RNG. 5 E., W. M. CITY OF RENTON, STATE OF WASHINGTON .....�,.., , ,.... _,..., 1:•,_' a i } I I I.' I ° 30' 30' 2s A LOT 1 .. °. ..... ...... ° 1,817 S.F. � Q s d PROPOSED 20' PUBLIC ° I.. d o s° a :: UTILITY EASEMENT ° Q LOT 16 LOT 17 LOT IS LOT 19 LOT 20 /1, as 2,620 S.F. 755 S.F. 2,242 S. F. 2,242 S.F. 2, 798 S. ... ..... ..... ....... - - - - Q . . o Q s 15'...... o z :Y'I = J o _, BSBL •d / 4- CL ... ...... 'o d ° 00 .. ° d ' d .. 1 ° . b J . . . . . . . . . . ° a d BSBL II Q° .... . . . 1 °. 15' ° d' a. a 2,343 ' BSBL s;. °° ° d°''' 15'. A d 1' °. d .d d BSB . . ...I.... ° .° ... ° ° ........ ...... 15, / ... 9 �d °d ° .••. 5" SIDEWALK a .s °e a 4 " .'... .•...•.•. BSBL / d �. ° ........ .��. .. ° ...... d °a .... a .. .. .. .; ; ; ; ' '' '....DEW5'SALK' a d Parcel Table Parcel # Area 1 1,817 S.F. 2 Z343 S.F. 3 Z289 S.F. 4 1,680 S.F. 5 1,680 S.F. 6 1,620 S.F. 7 1,821 S.F. 8 1,699 S.F. 9 1,620 S.F. 10 1,800 S.F. 11 1,800 S.F. 12 Z 379 S. F. 13 1,820 S.F. 14 1,755 S.F. 15 1,820 S.F. 16 Z620 S.F. 17 1,755 S.F. 18 Z242 S.F. 19 Z242 S.F. 20 Z 798 S. F. Tract Table Tract Area 10. 5' R.0.W. Z868 S.F. RESIDENTIAL 13,644 S.F. TRACT A 13,109 S. F. TRACT B 1,381 S.F. TRACT C 3,094 S.F. ...I........... . CAMPEN SPRINGS �..... .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .10 . TO .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. I . CONDOMINIUM ................................................................... I........... .........'............ CROWN.. .... .... .... .... .... .. .. .. ... .. .. .. .. .. .. .... .. . . . ".. "..'.'.......................'....................................' ..................I....... '.......... TAX PARCEL -.. .. - .................................... ..........53...5 O....-7.H-'-' ...... .... ... .. ............................................................. ................. ................... -.. .� I H ..................................Ho................................................................................ .......... 131600-0000 ................ ...........................................................................257......................-............-.. I......................................................................... ... ............. �...RESrDENTIAL.�.�...�.�...�.�...�.�................................................................L....... .......... L! L I � . AGCESS ROAD . . PUBLIC 22. .......- ................... j i......................................................................................................... 13, 64 :.:. 49,:.:. :.:...:.:...:.:....I .... L... I S 48TH ST d d ........... .. .. .. .. .. .. .. .. .. .. .. L ................................ .... ...... ......... ° c° . . . . . . . . . . . . . . . . . . . . :d d d.. °•' a.. a a .e a' FF1 a°. d. •a 5',SIDEW .. .. 'd. °.• ..I ............. d -- .... 5 . SIDEWALK .. a a12' VAULT/SEWER :j d' a d s•' ° .... .. ° ....... . a I ACCESS ROAD 1 °i I O Q a L ° BSBL 15, as d 7�I7 BSBL \ ' I ° I a a''�.'d. •v ........... .......... d Q. LOT 12 2,379 S. °.' 1'''''''' d.. LOT o BSBL / 1 . a 2, 289 S. F. �- / I . • LOT 15 LOT 14 LOT 13 y d I J ° - O 1 820 S.F. 1, 755 S.F. 1,820 S.F. ° a 10' BSBL I ° '(`C) \ ° 14' BSBL �A7r J 1 BSBL �....I.:...�.�... - - _ _ ° DEDICATION a PROPOSED 15' \ :3 'd�.. LOT 4 10' 2, 868 S. F. PRIVATE STORM \\' � ,'Q LOT 11 10' BSBL �.�.. �.�.. °.�d 1,680 S.F. °. EASEMENT 1 10' cn 1,800 S.F. N ° REC # f . a / e .. PROPOSED 20' PUBLIC 4, I' ------- BSBL a UTILITY EASEMENT BSBL a N Via° .... �.'...'.'... d w .' ' 14 BSBL 10' STORM EASEMENT - - a . o d' I. ° O ..d 4• Z I:.. .....' A BSBL II d c, . a ' LOT 10 ° LOTS .. .. ° 1,800 S.F. s 1,680 S.F. d a° ' ... I .. d . .. .. ° . TAX PARCEL .. a 10' POWER EASEMENT 312305-9022 d. - - - - REC. NO. 760924062E " sacra ..... ..... OPEN SPACE/ d 10' BSBL d I a TREE RETENTION/ ° . a v~i I • , STORMWATER LO I .......' ° d . LOT 6 d W 13,109 S.F. 620 F. °' 1,620 S.F. z ...... ...... - a. I LOT 1 ' RENTON SHORT PLAT <..'.'...'.' 10' BSBL I a .I n I' 4......... #399-79 . ° PROPOSED 15' PUBLIC REC. NO. 8005139001 °. SEWER EASEMENT LO �° . ..... ° LOT 7 ° o 1,699 ..... ..... 1, 21 S.F. ° a: d .... _ ° N88'53'06"W 270.02 - - - - --4`-- J---- 30.00' a BSBL PROPOSED BUILDING, TYP. BSBL r I 15' PUBLIC SEWER ° EASEMENT TAX PARCEL I REC.#-----312305-9091-------- �Q I` I :I D Encompass ��D of was � SURVEYED: SDM scnlE: VERTICAL: NAVD 1988 ���� HORIZONTAL: NAD 1983/1991 1 »=20' ENGINEERING & SURVEYING DESIGNED: EDM Western Washington Division DRAWN: 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 39374 w� TLK ONE INCH DATUM Eastern Washington Division �� ��G]STER�w 1 AS-BUILTS �ssl EDM 03/19/21 SDM CHECKED: EDM AT FULL SCALE 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 oNaL � IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 0311912021 NEM PROJECT TEAM: 0 z OWNER: TROY SCHMEIL 16805 SE 43RD COURT BELLEVUE, WA 98006 (206) 954-4945 SURVEYOR: STEVE McCASKEY, PLS ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 98027 (425) 392-0250 ENGINEER: EDWARD MECUM, PE ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 98027 (425) 392-0250 ARCHITECT. PAUL MONSEF MONSEF DONOGH DESIGN GROUP 2806 NE SUNSET BLVD, SUITE F RENTON, WASHINGTON 98056 (206) 612-8647 GEOTECH: ZACH LOGAN MIGIZI GROUP INC. PO BOX 44840 TACOMA, WA 98448 (253) 537-9400 ARBORIST: BOB LAYTON AMERICAN FOREST MANAGEMENT 11415 NE 128TH ST., SUITE 110 KIRKLAND, WA 98034 (425) 820-3420 WETLAND: ED SEWALL SEWALL WETLAND CONSULTING,INC. PO BOX 880 FALL CITY,WA 98024 (253) 859-0515 TRAFFIC: GARY A. NORRIS DN TRAFFIC CONSULTANTS PO BOX 547 PRESTON, WA 98050 AS-BUI L T SHEET INDEX: S 48TH ST S 48TH ST SHATTUCK AVE S 48TH ST r W Q U S 49TH ST o 0 Co J Q S 50TH ST Q J S 51ST ST TITLE SHEET COVER SHEET 1 of 19 NOTES & CONDITIONS 2 of 19 BOUNDARY & TOPOGRAPHIC SURVEY 3 of 19 HORIZONAL CONTROL PLAN 4 of 19 TESC PLAN 5 of 19 TESC DETAILS 6 of 19 GRADING & DRAINAGE PLAN 7 of 19 GRADING & DRAINAGE PROFILES 8 of 19 SEWER & WATER PLAN 9 of 19 SEWER & WATER PROFILES 10 of 19 ROAD SECTIONS & CURB RETURN DETAILS 11 of 19 DETENTION/INFILTRATION VAULT PLAN & SECTIONS 12 of 19 CONSTRUCTION NOTES 13 of 19 CONSTRUCTION DETAILS 14 of 19 CONSTRUCTION DETAILS 15 of 19 CONSTRUCTION DETAILS 16 of 19 CONSTRUCTION DETAILS 17 of 19 CONSTRUCTION DETAILS 18 of 19 CONSTRUCTION DETAILS 19 of 19 TREE MITIGATION PLAN LA-1 LANDSCAPE PLAN LA-2 LANDSCAPE DETAIL SHEET LA-3 ILLUMINATION PLAN - SL 1 1 OF 5 PHOTOMETRIC CALCULATIONS TALBOT ROAD - SL2 2 OF 5 PHOTOMETRIC CALCULATIONS PROPOSED DEV. - SL3 3 OF 5 ILLUMINATION DETAILS - SL4 4 OF 5 ILLUMINATION DETAILS - SL5 5 OF 5 Know what's below. Call before you dig. oi CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP NTS SITE INFORMATION: TAX PARCEL: SITE ADDRESS. SITE AREA: ZONING: MAX. BUILDING COVERAGE: MAX. IMPERVIOUS SURFACE COVERAGE: GROSS IMPERVIOUS AREA: COMPREHENSIVE PLAN DESIGNATION: TOTAL PROPOSED LOTS PROPOSED PUBLIC STREET DEDICATION PROPOSED NET DENSITY.• MAX. ALLOWABLE DENSITY: PARKING REQUIRED: BUILDING SETBACKS: FRONT. SECONDARY FRONT REAR: SIDE. 312305-9022 4827 TALBOT RD S 73,697 S.F. = 1.69 ACRES RESIDENTIAL 14 (R-14) 65% 80% 44,769 SF RESIDENTIAL HIGH DENSITY 20 TALBOT ROAD Z868 SQ. FT. S 48TH ST COURT 13,633 SQ. FT. 15.23 DU/GA 14 OU/GA (30% ABOVE ALLOWED AFFORDABLE HOUSING PROVIDED) 40 SPACES (2 SPACES PER LOT) 15' STREET 10' ALLEY 15' 10' 4' (DETACHED UNIT) 0' (ATTACHED UNIT) 4' (UNATTACHED UNIT) UTILITY PURVEYORS: GARBAGE: REPUBLIC SERVICES GAS & ELECTRIC: PUGET SOUND ENERGY WATER & SEWER: CITY OF RENTON D• MCC' U1 I-C �0 42676 �EGISTEg�'� jONAL LAND THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT COVER SHEET DATE: 0311912021 FIELDBOOK: N/A PAGE: NIA DRAWING NO: 18615 SHEET: OF: 1 19 R- 40 7201 0 d- 0 co J L 0 SAPPHIRE ON TALBOT CONDITIONS OF APPROVAL: 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON —SIGNIFICANCE MITIGATED, DATED JANUARY 18, 2019. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATION FOUND IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY MIGIZI GROUP, INC.,DATED OCTOBER 11, 2017(REVISED AUGUST 30,2018), OR AN UPDATE REPORT SUBMITTED AT A LATER DATE. 2. AT TWENTY (20) OR MORE DWELLING UNITS, THE APPLICANT SHALL PROVIDE AN AFFORDABLE HOUSING RESTRICTIVE COVENANT AND AGREEMENT (THE "COVENANT) UPON ONE (1) UNIT PRIOR TO CERTIFICATE OF OCCUPANCY. THE COVENANT IS DESIGNED TO SATISFY THE GRANTING OF THE DENSITY BONUS PROVISION AND SHALL REMAIN AFFORDABLE FOR FIFTY (50) YEARS. THE APPLICANT SHALL SUBMIT TO, AND HAVE APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER, THE COVENANT PRIOR TO OR CONCURRENT WITH THE FINAL PLAT. J. THE APPLICANT SHALL PROVIDE A MINIMUM OF TEN FEET (10) OF ON —SITE LANDSCAPING ALONG ALL PUBLIC STREET FRONTAGES. A FINAL DETAILED LANDSCAPE PLAN, CONSISTENT WITH RMC 4-8-120 AND RMC 4-4-070, SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS. 4. THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOCIATION ("HOA) THAT MAINTAINS ALL IMPROVEMENTS AND LANDSCAPING IN THE STORMWATER/OPEN SPACE/TREE RETENTION TRACT (TRACT A) AND ANY AND ALL OTHER COMMON IMPROVEMENTS. A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 5. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN SHOWING AT LEAST ELEVEN (11) SIGNIFICANT TREES RETAINED, TO MEET THE MINIMUM REQUIREMENT OF TWENTY PERCENT (209.) RETENTION. ALTERNATIVELY, THE APPLICANT MAY SUBMIT A LETTER FROM A CERTIFIED ARBORIST WITH AN EXPLANATION AS TO WHY AT LEAST TWENTY PERCENT (20%) OF THE SIGNIFICANT TREES ARE UNABLE TO BE RETAINED, SUBJECT TO CONCURRENCE BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED TREE RETENTION PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF UTILITY CONSTRUCTION PERMIT APPLICATION. 6. THE APPLICANT SHALL SUBMIT REVISED PLANS WITH THE BUILDING PERMIT APPLICATION THAT IDENTIFIES THE LOCATION OF CODE COMPLIANT BICYCLE PARKING MEETING THE STANDARDS OF RMC 4-4-080.F.11, AND IDENTIFIES BICYCLE PARKING STALL ON TEN (10) OF THE 20 PROPOSED LOTS. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL INCREASE THE MINIMUM SIDE YARD SETBACKS FOR THE UNATTACHED SIDE YARDS OF PROPOSED LOT 10 AND LOT 11, FROM 4 FEET (4) TO SIX FEET (6), IN ORDER TO INCREASE VISIBILITY OF THE OPEN SPACE FROM THE ALLEY. IF FENCES ARE PROPOSED WITHIN THIS DESIGNED OPEN SPACE VIEW CORRIDOR, THEY SHALL BE LIMITED TO A MAXIMUM OF 48" ABOVE FINISHED GRADE. 8. BOTH OF THE THREE —UNIT BUILDINGS THAT FRONT S 48TH COURT SHALL PROVIDE A MINIMUM OF ONE SHARED SINGLE LOADED DRIVEWAY CUT NOT TO EXCEED A COMBINED SIXTEEN FEET (16) IN WIDTH AT THE PROPERTY LINE. ALL REMAINING DRIVEWAYS ON S 48TH CT SHALL BE A SINGLE LOADED GARAGE DRIVEWAY AND SHALL NOT EXCEED NINE FEET (9) IN WIDTH AT THE PROPERTY LINE. IN ADDITION, LOT 20 SHALL TAKE ACCESS FROM THE PRIVATE ALLEY (TRACT B) AND LOT 15 SHALL TAKE ACCESS FROM THE STORMWATER ACCESS, LOCATED WEST OF LOT 15. 9. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080.M.2. 10. THE PROPOSED STORMWATER VAULT WITHIN TRACT A SHALL EITHER BE LOCATED ENTIRELY BELOW GROUND OR MEET OPEN SPACE STANDARDS. OTHERWISE THE STORMWATER VAULT WILL BE LOCATED IN A SEPARATE STORMWATER TRACT. ENGINEERED CONSTRUCTION PLANS SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 11. THE APPLICANT SHALL PROVIDE A MINIMUM PAVEMENT WIDTH OF 22 FEET ALONG S 48TH CT, FROM TALBOT RD S TO THE INTERNAL ALLEYWAY. THE INCREASED ROADWAY WOULD RESULT IN A FINAL ROW WIDTH OF 49 FEET FOR APPROXIMATELY THE FIRST 100—FOOT STREET SECTION. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12. ANY PROPOSED ROOFTOP EQUIPMENT SHALL BE LOCATED, DESIGNED AND SCREENED TO MINIMIZE VIEWS FROM SURROUNDING PROPERTIES. 13. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 14. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 15. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION, 16. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. 17. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/ OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/ OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 18. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS —OF —WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15). 19. THE WATER DISTRIBUTION SYSTEM INCLUDING THE LOCATIONS OF FIRE HYDRANTS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CITY STANDARDS AS DEFINED BY THE DEPARTMENT AND FIRE DEPARTMENT REQUIREMENTS. Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. �QoD D. Y A 39374 STER��� 1 �ssIONAL 0311912021 N0. AS—BUILTS SAPPHIRE ON TALBOT NW 114 OF SE 114 OF SEC. 31, TWP. 23 N., RNG. 5 E., W. M. CITY OF RENTON, STATE OF WASHINGTON HORIZONTAL DATUM NAD 83/91 PER CITY OF RENTON CONTROL NETWORK BASIS OF BEARINGS �}- N20'09'04"W BETWEEN CITY OF RENTON CONTROL MONUMENTS 1872 & 1227 VERTICAL DATUM Q:) NA VD 88 BENCH MARK CITY OF RENTON CONTROL MONUMENT 1872 ELEVATION = 319.47 FEET U INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. LEGAL DESCRIPTION LOT 1, CITY OF RENTON SHORT PLAT NO. 399-79, RECORDED UNDER KING COUNTY RECORDING NUMBER 8005139001, RECORDS OF KING COUNTY, WASHINGTON, SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PROPERTY CORNER COORDINATES: NORTHEAST CORNER NORTHING. 188814. 487 EASTING: 1311371.256 SOUTHEAST CORNER NORTHING. 188734. 493 EASTING: 1311369.885 INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22, 000, IN ACCORDANCE WITH WAC 332-130— 090. REFERENCES: R1 SHORT PLAT 67115, RECORDED UNDER AUDITOR'S FILE NO. 7712130605, RECORDS OF KING COUNTY, WASHINGTON. R2 RENTON SHORT PLAT LAU14-000916, RECORDED IN BOOK 348 OF SURVEYS, PAGES 192-194, RECORDS OF KING COUNTY, WASHINGTON. R3 PETETT MEADOWS, RECORDED IN BOOK 203 OF SURVEYS, PAGE 38-40, RECORDS OF KING COUNTY, WASHINGTON. REVISION SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM I0JI191211 SDM I CHECKED: EDM BY I DATE I APPR I APPROVED: NEM SCALE: NO SCALE 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. CITY OF RENTON Planning/Building/Public Works Dept. MCC' WA 42676 I�EGISTEg�'� OVAL LAND THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT NOTES & CONDITIONS DATE: 0311912021 FIELDBOOK: N/A PAGE: N�A 18615 SHEET: 2 OF: 19 R-407202 QO 0 Q J W z Q M0 W L 0 EX. SEWER MANHOLE RIM=164.65 INV=156.10 (8"PVC-W) COPPER RIDGE APARTMENTS - TAX PARCEL 1 / APPROX. LOCATION S 48T�1 ST j �I STOPS I / \ a SIGN STR.EEY �- __\� � SIGN � I E CB \ - - - N88'57_'28" W 270.02'� - RIM 137.01 \ 1 I 24 1 \ \ l NV=130.51 (12"ADS-SW) \ Fie- - I / 01 . _ 0' s EX. GRAVEL I 28'� aI �� EX. CB CHAIN LINK FENCE � BLDG 1�" I � � \BLOCK ��L,_ o� WALL RIM=163.37 Li CORNER _ 0.3' EAST OF WEST LINE \ I I. I. I / � I � \ L I I � I a I� w �< I INV=159.97 (12"PVC-N&S) 0.9' SOUTH OF NORTH LINE g l 6" 8" z 16" \ I I ASPHALT 1 I / \ � o Q �� °s I APPROX. LOCATION CA Ja"/a" 1 \ 1. DRIVEWAY a CD = J 12" D.I. WATER CV I� Z� J PER C.O.R. GIS ASHBURN, A CONDOMINIUM 1. \ \ 2 » a 1 EX. STORM MANHOLE PHASE 1 oM I o \ s RIM=162.99 VOL. 167, PGS. 29-38 0 0" \ I \ N o NV-158.09 (12"PVC-N) TAX PARCEL zl \ I I \\ \ \\ \ �12" INV=157.04 (15"PVC-S&E) 029050-0000 12" I 10„ l i \\ \ / 12" EX 8» \ I 1 BLDG 00 z I \ 14» I CAMPEN SPRINGS I \ \ \ I 3 SD CONDOMINIUM I 21 a I II II I I e \ TAX PARCEL 8» // l I ` o f /, I I \ -s. 131600-0000 / / Ex. I sa` II I e �e II 3 o I S 48TH ST 20 / / I BLDG FTI 6„ w -w w- w LEVEL P o Ex. SSMH SPREADER 8>>1 l / I \ Q RIM=162.98 / e \ I O W s INV=155.08 (8"PVC-E) 24» \ / e I I \ I SD. . INV=154.98 (8"PVC-S) STORM DRAIN ( I EX. HOUSE % a I \ I ) I� O� EX. CB o 4» FF=147.18 \ \ s / I EX. CB\ � o 'I \ I I Rlt =l60.42 \ I �J w RIM=162.81 0" I / . NV=158.67 0" I I O INV=157.66 (15"PVC-N&S) EX. 12" SD s° a 8' 24„ (\2„DI-E) \ I 3 m j ASPHALTI DRIVEWAY 1- iii 16" / I / 8„ TAX PARCEL; I / I / ,14„ 312305-9022 /04 EX. PRIVATE CB I 4" 1 8" 18» / 10 8 RIM=137.98' / 0„ I \ I I M \ .. APPROX. LOCATION IF 12" ABS (NW)=133.36' \� I I I z \ 16" D.I. WATER IE 24" PVC (NE)-132.06' I \ 6» ��2» PER C.O.R. GIS IE 12" CMP (SW) \ 14" \ I \ I I I I \ (W/OVERFLOW PIPE) I 6„ �1\ I \ \ 6I I 141 I o �.. I 10' POWER EASEMENT (SMALL ORIFICE OUTLET TO 14" \ I I 3 REC. NO. 7609240628 LEVEL SPREADER)-133.42' 12„ 3-12"\ i 1 S„ 8„ \ I I00 S'LY EDGE 18» I *10" NEW ASSPHAOLTOVERFLOW (SW)=136.60' =- I 12" \ 0, Q 8„/12„ / 1 3 LOT 1 I 1 APPROX. LOCATION 10" \ RENTON SHORT PLAN \ I 10" _ ( I _ 12' D.I. WATER \ \ / REC.' NO.9800513900 \ \ 10 I PER C.O.R. GIS 1.5� /10" I /�� / / %'V" 12" I .. I EX. SEWER MANHOLE SSMH /----I----__ / I 14"/ 0" / RIM=161.11 RIM-135.58' WOOD I - i - - - - - -- - - - - / �� / \ �10" I If. INV=152.61 (6"PVC-S&W) IE 8" PVC(N)=126.36' - - \ IF 8" PVC(E)=126.53' �- - - -� - -� _ - 16 \ INV=15251 (8"PVC-N) YARD 124' CHAIN'LIN N88'53'06 W 270.02' I GRAVEL DRIVEWA S. LADDER (E) / \ 5 9 / 30.00' DRAIN � ( FENCE - - � ( APPROX. LOCATION I ) - - / \�6 / T T -I- T T SEWER CLEANOUT EX. I I TAX PARCEL 1 j I EX. CB DER CITY ASBUILTS BLDG 1 TAX P -90.91 \ -ASPH �.T.� _ I � � �I . INV=129.8'± 1 I 1 I I z RIM=160.81 EX. 95 LF ±8" SEWER YARD I l J / o INV=156.56 15"PVC-N&S) @3.4% PER CITY ASBUILT DRAIN ` 25' CE�AR �7 4" MAPLE \ -s s s s s VO HEDGE I 3 \ \ WOOD FENCE U RAIL LL 0 3N N FENCE CD \/ Z N 1 U z w � I Q � o U 3 M O N O 3 z N I EX. CD 3 EX. SSMH o I RIM=159.27 RIM-159.28 3" INV=156.57 (12"PVC-E) INV=150.78 (6"PVC-E) 3 INV=155.77 (15"PVC-N&S) INV-150.68 (8"PVC-N) INV-150.53 (8"PVC-S) 3N � o N I Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 C _ �o 42676 IST �sS�NAL LAN��'�4� N88'57'28"W 270.02' N88'57'28"W 1268.20' LOT 2 S.P. #399-79 N00'30'15"E M 272.78'�� r N88'53'06"W 999.60' N 88'53'06"W SITE CITY OF RENTON 9-- MONUMENT 1227 FOUND CONCRETE MONUMENT \ IN CASE WITH BRASS PLUG I \\ \ N88'57'28"W a�30.00' 01 N 00'30' 15"E 273.12' _N00'30'15"E 333.16' \ N00'30'15"E - --200.04' 270.02' \ N88'53'06"W-/ ANGLE POINT \ 30.00' \ ' \2 ROAD CENTERLINE 0 2 \w Z Ib 01 C4 p ~ \ C" N = \ w w \✓ � pLLJ ct o a z o \ o p F- z m rn \ Q \ F- \ I \ N 86'53'05"W \\ 1202.64' \ 1 -1317.13' (R1) __ _ \ 31 32 N88'26'41"W 2616.28' (M) - - - 6 5 FOUND CONCRETE MONUMENT CITY OF RENTON IN CASE WITH 3" BRASS DISK MONUMENT 1872 (WGS #5812) FOUND CONCRETE MONUMENT IN CASE WITH IRON PIN CONTROL DETAIL (PER RECORD OF SURVEY, REC. NO. 8005139001) HORIZONTAL DATUM NAD 83/91 PER CITY OF RENTON CONTROL NETWORK BASIS OF BEARINGS N20'09'04"W BETWEEN CITY OF RENTON CONTROL MONUMENTS 1872 & 1227 VERTICAL DATUM NAVD 88 BENCHMARK CITY OF RENTON CONTROL MONUMENT 1872 ELEVATION = 319.47 FEET INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. LEGAL DESCRIPTION LOT 1, CITY OF RENTON SHORT PLAT NO. 399-79, RECORDED UNDER KING COUNTY RECORDING NUMBER 8005139001, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 1 = ZO 1 HORIZONTAL: NAD 1983/1991 DESIGNED: J EDM DRAWN: TLK ONE INCH DATUM 1 AS-BUILTS EDM 03/19121 SDM CHECKED: AT FULL SCALE EDM IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY NEM SUBJECT TO (PER CHICAGO TITLE COMMITMENT NO. 0132351 -ETU- SECOND, DATED OCTOBER 15, 2018) 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES) RECORDING NO.: 7609240628 (SHOWN HEREON) 2. DECLARATION OF RESTRICTIVE COVENANTS AND THE TERMS AND CONDITIONS THEREOF: RECORDING NO.: 8005130339 3. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, BUT OMITTING RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, CREED OR NATIONAL ORIGIN, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8005139001. 4. LATECOMERS AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDING NO.: 9505080322 ASSIGNMENT AND CORRECTION OF LATECOMERS AGREEMENT RECORDED UNDER RECORDING NO. 9710140140. 5. TERMS, COVENANTS, CONDITIONS PROVISIONS CONTAINED IN AN EASEMENT SERVING SAID PREMISES, AS CONTAINED IN INSTRUMENT: RECORDING NO. 20160113000151 REGARDING: SEWER LINES WITH APPURTENANCES (NOT ABLE TO PLOT LOCATION FROM DESCRIPTION IN DOCUMENT) Know what's below. Call before you dig. oi CITY OF RENTON Planning/Building/Public Works Dept. z 0 5 10 20 30 SCALE 1 " = 30' LEGEND f WATER METER WATER VALVE FIRE HYDRANT WATER BLOWOFF ® WATER BOX o MAILBOX GAS VALVE To TELEPHONE RISER pSIGN POST ❑ CATCH BASIN 0 SEWER MANHOLE FIR TREE WILLOW TREE COTTONWOOD TREE CEDAR TREE MAPLE TREE LARCH TREE PINE TREE SD STORM LINE s s s SEWER LINE w w WATER LINE - GAS GAS GAS LINE - T T TELEPHONE LINE - OHP OHP OVERHEAD POWER LINE �o WOOD FENCE CHAIN LINK FENCE MCC, WA Sxf CQ 0� O? � �0 �2 42 76 42676 NAL LAND THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT BOUNDARY & TOPOGRAPHIC SURVEY DATE: 0311912021 FIELDBOOK: N/A PAGE: NIA DRAWING NO: 18615 SHEET: 3 OF: 19 R-407203 INS 71 QO QO 3 N APPROX. LOCATION EX. WATER EASEMENT - - - REC. NO. 20041005001346 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d. f PROPOSED 15' PUBLIC - - - - - - - - [� WATER EASEMENT SR d- REC. #-------- ------ I Z ... ... .... .... .. .... ...... ... .... ... .... ... .... .... ... r - - - - - - - - - - - - - - - - - - - - - - ... . .... .... ..I °� 0 5 10 20 S 48TH S T I STA 38+97.65' TAPER VERTICAL - - - - - -------------------------------------------------- L-_------------------------------- - - - - - _ _ _ _ _ cuRe TO MATCH I SCALE 1" = 20' --------� r----o II - --� - - - -- ------- -- -- -- I ROLLED CURB& +- STA I10+91.36' 10.50' oGUTTER END ALLEY SECTION o '28"W 270.02' 40.61 ' 27.00' 34.50' 34.50' - - 42.89 I 2 - I - - - - 60.01' R as - - - d 30' 30` s 2p . .'.'.'yl'...�.�^.'.' 1 LOT 1 0 jp' 1,817 S.F Q oI bI I ...... 0d. 0 0 oI dCL .......... .. sn cfl b ° ' .... ° ° �ROPOSTILITY E�SEMENTPUBLIC I LLJ ¢ o s� `O LOT 16 LOT 17 �u LOT 18 L6 "' _ _ I w z Lu LOT 19 W LOT 20 S89 29'45.475 "E 60.0105' d un > o 2, 620 S.F. N 1, 755 S.F. N 2, 242 S. F. W 2, 242 S.F. 2, 798 S.F. +�- .... o sTA:10+4o a o = J s N o o,• 4 c� END TRANSITION, BEGIN of o 0 N z I z I o I z I o ........ ....... ALLEY ROAD SECTION d z a o......;w........ a o z......�.......... �� .. ° I I z � ... cv ° MATCH EXISTING. I. a. I I LOT 2 I FLOW LINE o d a r s 1 N a° STA:39+ 17.09, ASHBURN, A CONDOMINIUM o ,1 ° °°.' A. a ......z..'.'.'.'.'.'.'. 2,343 S.F. ° ... 22.34' RT PHASE 1 0 a' STA:10+12 VOL. 167, PGS. 29-38 z 40. p ° 1d a g a . .. ° ` ^ .. II . 00' II °v..'....'1'...'.'.. MATCH S 48TH CT ROAD ° 34.�5 °34,5 40.8T ��.. n SECTION, BEGIN TRANSITION INTX TALBOT ROAD SOUTH TAX PARCEL 4885:T28" 1.76.871 ° ° a ° v`�5" ' ' . !" . TO ALLEY ROAD SECTION 16STA:40+00, 0.00' LT 029050-0000 I ° d °• ° d 4 G `. �43'F.. ��� �� Q SOUTH 48TH COURT STA 22+92.32' 13.5' ........ 2E 5j. T28"E 36.63' + 0.00 LT ° ° d d .....°.. .1 ENDS 48TH CTI�. .. � • ............................ ROAD SECTION 0 d o .... .5......................... rn I I.'.'.'.'.'.'.'.'.'.. a CAMPEN SPRINGS o } INTX•SOUTH•48TH•COURT ............................... 0 1 I CONDOMINIUM ��...................................................................'. .'.'.'.'. f.......... ;$FA:�O'00,','0,0¢.'ET........ ... 3 ............ . �. o �St . .. '13'' .. .. PRIVATE ALLEY .... .. �. . .. �........................................ .......................... ................... . . . . TAX PARCEL L .. .. .. .. .. .. .. .. .. .. 53 • .. .'.'... STA:.10+00, . 0.00 . LT ..... . 3 .. .. .. .. N .. .. o. . t N .... 31600-0000 23+00 r�........................................................................................... "....' ...........' .....................T1.'.'.......... N8$'S7'28.`'W ..162.84 ..... .- - ,r� r ................ . 22+00 .... ...... ....................... .. ...... ... ........ ........................REsrv�Nrl 49'.... ..... N.... ................................................................................ ............ ... ...... ............... L. ..... ...... ..........................22......'.'.'.Y?..N.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 13. 5. 48.TH .. .TAccEss Ro.......8........ ...2................... ; . ........... . .. ... .... 2 - iPUBLIC).' ' +00 N88 57.28.W • 91.28"' �.. ..... ........... 0 7'.'� .'.'...'.'.......... 0 00 19 70 ... .. ..... .... ....... ...... .................... . 4 . �.,..............o.f.^...... I........... S 48TH S T ............................................... 44. 6..... 2. J INTX VAULT ACCESS ROAD d fs o............ . STA:30+00, 0.00' LT " • . 13.5' 46 '. . Q SOUTH 48TH COURT d °- . d d °. ° .. ° . d' ° d. .. �8-8*57.. 8'E a 179.50'. d . A° ° .d . ° STA:20+90.32, 0.00' LT 583. 82.'..... d . d d 0 6 ' 28.00' ..' . 27.00' : . ' E a 12' VAULT/SEWER :�. .28. 00' 15. g' 60. 00' 88' r7,28 -E . 3.7 2°9' J L ACCESS ROAD ° m ,. a 23.02' ..... ° Q a O I I ... .. ...... L=12.19 i I O es d - R=25.00 ° ° ° . ° I< 1 ° . ° STA:9+60 M ... d :Id° I I I I END AL�L6 f�AD SECTION °' I I BE�(l�j �Ir I ON FROMct I. oo I L R40 SECTION d LOT 3 n p a L0 � a ° ......... .. 2,289 S. F. CE f . LOT 15 41 LOT 14 W LOT 13 � °N° STA:9+88 d `11, 82o S. F. ° s END TRANSITION TO ALLEY �v Q \ d .. •I .,I . d N 1, 755 S.F. N 1, 82O S. F. n d ROAD, MATCH S 48TH CT I ° m p \ 60.00'_ r ROAD SECTION I J a CD I z i I No S89 29'45 "E \ °d. dI I I I I z e o / ........ ........ S89 29'45 "E 60.01 ' DEDICATION PROPOSED 15' \ d o / }°� a ' . 2, 868 S; F. PRIVATE STORM \ I I LOT 11 0 0 ° ° LOT 4 EASEMENT \' o ................ °j d 1,680 S.F. °. o N a 1 I 1,800 S.F. d� N . ...... . REC # ------ in.. f...: .. " e PROPOSED 20' PUBLIC "� d . M ,o I 28_00_ 27.00' 28.00' , , UTILITY EASEMENT I d STA 30+82.50' w) - - - - ......... o I• •. S885728"E 83.00' ....... ;� . d w ^ END CONCRETE DRIVEWAY, (01. o rn S89 29'45"E 60.00' INSTALL REMOVABLE BOLLARD o I - - - - Q o BEGIN GRAVEL ACCESS ROAD oo +. a �. •,• ....�. • • • • - - - - o �n r\ 10' STORM EASEMENT ^...o S892945"E 60.01' o I o o� a d. oo low 0 ' .. °' .. z o 00 I^ : I• .I :. `. o �.... o • . d of d ► n . d LOT 10 ° o o..... ..... o LOTS :.I . �' 1,800 S.F. o o..... LO �.° 1,680 S.F. d N d d ..... .. o TAX PARCEL .., . ..... ..... N d .I R EASEMENT 312305-9022 _ - - - - _ - S8929'45"E 60.01' - ROEC.PONOE 76092 0628 S892945"E 60.00' I. I rRacr A OPEN SPACE/ ° . b o ° 21' TREE RETENTION/ o ' ' • • ' ' • • ' ' • • •' •' J STORMWATER °. N LOT 9 o LOT 6 T o d END SIDEWALK TAPER I 13,109 S.F. 1,620 S.F. ...... N ° 1,620 S.F. N ° .. . STA:41+62.81, 29. 8' RT I 1.0 .. BEGIN TA -BOT ROAD I. ]0 • • ". WIDENING SECTION I(SHEET 11) I. .... 2 ...... S89 29'45 "E 60.01 ' ° - LOT 1 S892945"E 60.00' ' I. RENTON SHORT PLAT ° a ............... I a.I a #399-79 0 . d d° . o PROPOSED 15' PUBLIC REC. NO. 8005139001 ° o6 `1' LOT 8 ; 00 .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. d LOT 7 d'. SEWER EASEMENT i� 1,699 S.F. I ;.. ..'.'...'.'.. M '.' °. 1,821 S.F. a., 119.50_ - - 60.00' ..... a 60.02' N88'53'06"W 270.02' - - - - - - - - - - 30.00 I STA $+21.43' BEGIN ALLEY SECTION. I MATCH EXISTING 15' PUBLIC SEWER (SHEET 11) BEGIN CURB & GU ER I-- EASEMENT TAX PARCEL I & TAPER SIDEWAL REC.# _312305-9091 sa STA:41+78.95, 21, 2' RT a. o �I + CN r-----: � I I ncompass ��D M� OF WA SURVEYED: SCALE: VERTICAL: NAVD 1988 �I��� SDM 1 "-2O' HORIZONTAL: NAD 1983/1991 ENGINEERING & SURVEYING DESIGNED: EDM Western Washington Division DRAWN: 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 39374 w� TLK ONE INCH DATUM Eastern Washington Division ISTER�w 1 AS-BUILTS EDM 03/19121 SDM CHECKED: AT FULL SCALE 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 �ssl oNAI EDM IF NOT oNE wcH 03/19/2021 NO. REVISION BY DATE AP P R APPROVED: NEM SCALE ACCORDINGLY N88'57'28" 270.0 N88'57'28"W 1268.20' Uo LOT 2 N00'30'15"E S.P. #399-79 272.78' M N88'53'06"W 999.60' - N88'53'06"W_,,-' 270.02' N88'53'06" 30.0 Ir 0 0 ai co �o Ld m 0 P, CITY OF RENTON MONUMENT 1227 FOUND CONCRETE MONUMENT \ IN CASE WITH BRASS PLUG I \\ \ N88'57'28"W I A-30.00' r 60' \\ N00'30'15"E 273.12' \ N0030'15"E SITE 333.16' N00'30'15"E 200.04' 0 W ANGLE POINT \ ' \ \2 ROAD CENTERLINE ----� \r'o m 1 1317.13' (R1) 6 FOUND CONCRETE MONUMENT IN CASE WITH 3" BRASS DISK (WGS #5812) CURB RETURN INFORMATION. AiSEE SHEET 11 FOR CURB RETURN AND SIDEWALK RAMP DETAILS & DESIGN (TYP) Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. v 0 _ \ 2 0 W \J O > o F- o p co z m rn \ J \ Q \ I \ \ \ N 86'53'05"W \ 1202.64' \ N88'26'41"W 2616.28' -(M) - - - - - - - - - - - CITY OF RENTON MONUMENT 1872 FOUND CONCRETE MONUMENT IN CASE WITH IRON PIN CONTROL DETAIL (PER RECORD OF SURVEY, REC. NO. 8005139001) CENTERLINE INFORMATION: Oj PC MON STA:20+91.28 PER COR STD H031 OR=85.00' L=14.23' d=9'35'33" O3 PT MON STA:21 +05.51 PER COR STD H031 O4 N 79'21 '55 " W, 5.16' OINTX MON STA:21 + 10.68 (SOUTH 48TH COURT) STA:10+00.00 (PRIVATE ALLEY) PER COR STD H031 ON 79'21'55" W, 4.57' O7 PC MON STA:21 + 15.25 PER COR STD H031 OR=85.00' L=14.23' d=9'35'33" OPT MON STA:21 +29.48 PER COR STD H031 LOT# STATION OFFSET WIDTH 1 10+79.24 10' RT 16' 2 10+47.76 10' RT 16' 3 9+47.49 10' RT 16' 4 9+ 19.36 10' RT 16' 5 8+90.36 10' RT 16' 6 8+60.27 10' RT 16' 7 8+35.34 10' RT 16' 8 8+34.69 10' LT 16' 9 8+58.71 10' LT 16' 10 8+88.62 10' LT 16' 11 9+21.70 10' LT 16' 12 9+49.70 10' LT 16' 13-14 22+25.08 13' LT 16' 15 30+71.63 8' LT 16' 16-17 22+60.07 13' RT 16' 18 22+20.57 13' RT 9' 19 21+77.57 13' RT 9' 20 10+70.69 10' LT 16' D. McC OF WAS�jI� Is p��� "SaN42676ISTFV- �L LAI`� THESE PLANS ARE 'AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT HORIZONTAL CONTROL PLAN DATE: 0311912021 FIELDBOOK: N/A PAGE: NIA DRAWING NO: 18615 SHEET: OF: 4 19 R-407204 QO O J 0 IQ) 41 f� mO W J z 0 3 •I I l 1' DEEP TEMPORARY - INTERCEPTOR SWALE or - - - - - l W/CHECK DAMS (TYP) o d G o JJ CONSTRUCTION ENTRANCE PER COR STD � ' APPROX. LOCATION fi>�/� 215, SEE SHEET 6 III \ \ 16" D.I. WATER Tw=139.0 2" m I I� a I I d- I ^o I PER C.O.R. GIS 14" 1 f 1 I I a I \ BW=137.0 \• I \ a I I I - I I 3 \ N 6,J 16 1 I \ \ �. �1� �� I 1 4 I I - 0' POWER EASEMENT rw=l3s.o I 14" I 1 - - - - I 3 REC. NO. 7609240628 BW=137.0 I I I I \ I INSTALL CB I o j I I .. .... INSERT PER COR I Q L I °� I I T 1 SrD 216.3 (TYP) � Q X o, > 142 II I N I .� 140 N ° APPROX. LOCATION 12" D.I. WATER TW=138.0 I - - \ - - - 1 PER C.O.R. GIS BWf3 . a V 3 7.0 L56 d )9 )9 /11 a' o 3 8 14 DTI ° �12 EX TREE TO BE / �� ° / 1 / --_ I 60 j I REMOVED (TYP) / 1 4 4 ° I D _ EX. SEWER MANHOLE - -_ d I N RIM=161.11 WOOD REMOVE I X 1O � INV=152.61 (6"PVC-S&W) ° . FENCE - - \ \ INV=152.51 (8"PVC-N) 12. / �- - - - -\VX S APPROX. LOCATION YARD I CHAIN LINK .9' � -------- / / I j EX. SEWER CLEANOUDRAIN FENCE T I EX TREE TO BE T . I . r r I . _____ r r r PER CITY ASBUILTS I RESTORE AND REVEGETATE RETAINED (TYP). I j 7S I / T4 a . NV=129.8'± N INSTALL TREE A - Q OFFSITE AREA IN KIND TAX PARCEL ` I I UPON INSTALLATION OF I PROTECTION FENCE, j � � h d 312305-9091 SEE DETAIL, SHEET 6 . . . I..... EX. CB UTILITIES AND ACCEPTANC I Q RIM-160.81 BY CITY INSPECTOR . INV=156.56 15"PVC-N&S) ASBU. . ILT YARD I NOTE: \ ALL EXISTING ONSITE STRUCTURES, UTILITIES I 3 1 25 CEI AR \ Q � AND APPURTENANCES TO BE REMOVED. S S S S S S HEDGE WOOD FENCE ncompass ��Y D M� �,��� OF WA'S +� SURVEYED: SDM SCALE: ' VERTICAL: NAVD 1988 1 '=2O HORIZONTAL: NAD 1983/1991 ENGINEERING & SURVEYING DESIGNED: EDM Western Washington Division DRAWN: 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 �� 39374 w� TLK ONE INCH DATUM Eastern Washington Division 0 G]STER� ti 1 AS-BUILTS EDM 101191211 SDM I CHECKED: EDM AT FULL SCALE 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■Phone: (509) 674-7433 - Fax: (509) 674-7419 ssloNAti� IF NOT ONE INCH IF NO. REVISION BY DATE AP P R APPROVED: ACCORDINGLY 03/19/2021 NEM EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESCI PLAN SET. ALL THE NOTES ON THE LIST MAY NOT P5RTAJN TO EVI=RY PROJECT- THP APPLICANT OR OWNER, MER513Y REFEkREI) TO AS APPLICANT- MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR E61T THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE E50 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 IS RESPONSIBLE FOR OBTAINING THE WASH INGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF LT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPhES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF R£NTON SURFACE WATER DESIGN MANUAL (RENTON SWDM} PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO NSTURRANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTfESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. J 5-TA8ILIZEP CONSTRUCTION ENTRANCES SHALL 6E INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSLIRE THAT ALL PAVED 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 END OF EACH DAY. OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY 70 PREVENT SEDIMENT FROM ENTERING SKATERS OF THE STATE. 8- WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE 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 ANDlOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BLIPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TjmE THAT CLEARING ANDA)k CONSTRUCTION IS COMPLETE AND POTENTIAt FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMCVED AFTER CONSTRUICTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR (NWSITE EROSION DOES NOT EXIST- THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC IMPS DEPICTED 014 THIS. DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BLIPS 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 MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER DUALITY 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, RESTRIC70RS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DENAMPING SYSTEM NECESSARY FOR 7HE 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 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING 7HE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING. PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES EETWEEN OCTOBER 1ST AND APRIL 3C7H, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL 6E ADDRESSED WITHIN SEVEN (7I DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL DE INSPECTED AND MAINTAINED AT A MINIMUM OF OrtdCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT INSPECTION AHD MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT EN7ERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL OATOH 9A81N INSERT$ SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIM[ NT ACCUMVI-AT10N EXCEED 2.3 OF THE OAPAG ITY OF THE CATCH BASIN SUMP. ALL CATCH BASIN$ AND CONV€Y{WOE LINES SHALL BE CLEANED PRIOR TO PAVING, THE CLEANING OPERATION SHALL N07 FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM, 16. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SMALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLANS} CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORET£NTION, PERMEABLE PAVEMENT, ETC.),SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION, 20. PRIOR TO THE SEGINNING OF THE WET SEASON (OCTOBER laTj, ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, AN EXHIBIT OF THOSE AREAS TORE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO OVAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL $E STA6ILIZED TO PREVENT SEOIM£NT-LADEN WATER FROM LEAVING THE= PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AN5 5TORMWATER CONVEYANCE SYSTEMS, FACILITIES- ANO ON -SITE BMPS SHALL BE RESTo'RE13TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBEp AREAS OF THE PRQ,IECT SITE $HALL_ BE VEGETATED OR QTHERWI$E PERMAINENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE $OPRED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT OOVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANOSCh,PED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS OF•WAY SHALL BE CONSTRUCTED IN ACCORDANCE W17H CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UHMS O HERWISF N07m. DRAWING 1$ NOT 70 $CAL[ (NTjj STD, PLAN - 268.IDO PUBLIC WORKS EROSION AND SEDIMENT CONTROL RRR D DEPARTMENT STANDARD PLAN NOTES GAZ 9/29/2018 1 :45 AI' „s - x • aamm� a� DATE STRUCTURAL NOTES: THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. CONSTRUCTION SEQUENCE., 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. J. 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. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 9. 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. 10. 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. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 12. 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. 13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. Know what's below. Call before you dig. ■ CITY OF ■ RENTON Planning/Building/Public Works Dept. WASIII�`7.�� 42676 �EGISTER�'9� ZONAL LAND THESE PLANS ARE ';4S-BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT TESC PLAN DATE: 0311912021 FIELDBOOK: N/A PAGE: NIA 18615 SHEET: OF: 19 R-407205 CN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 IC:) f� • l W 2-x2.14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2MIN 6' MAX. POST SPACING MAY BE INCREASED I I I 12' MI TO 8' IF WIRE BACKING IS USED I I 4"x4" MIN. TRENCH ;UI BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 3DA00 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC'' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 21 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4' TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF 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 INSTALLED 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 OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) AouSTD. PLAN - 214.00 _•® DEPARTMENT � PUBLIC WORKS SILT FENCE PR � GAZ 9/28/2018 I yl) wam wom eemmium« DATE Dripline l I I I I _t RUOTS "h One sign per 50 feet- (rninimurn of 2 signs) Crib -cal f ' Rooli ti 10 Fx" TREE PROTECTION FENCE DETAIL. j.6 FT. Temporary Chain Link Fence NO TRESSPASSING PROTECTED TREES Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 - Phone: (509) 674-7433 ■ Fax: (509) 674-7419 :45 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROADSTANDARDS OXIS�`NG�ONO 4"-8" QUARRY SPALLS --� GEOTEXTILE CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. ITS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 12' MIN. THICKNESS NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. t.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHANIDTHTO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZElCONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE 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 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.6. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Atwbi STD. PLAN - 215.10 ® PUBLIC WORKS APPROVED: -� DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 wmK woe�ndmi":ncc« DATE I 2' MIN. I! SCALE SPACING DEPEINDS GIN SLOPE GRADIENT` INTERCEPTOR SWALE DETAIL N. T. S. ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH rr� 6" MIN. 24" MIN. 2H;1V SLOPES L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION . 2"- 4" ROCK CHECK DAM SPACING o ��c 39374 TERMS 1 AS—BUILTS �ssIONAL�� 0311912021 N0. CHECK DAM DETAIL REVISION :45 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DRAINAGE GRATE GRATE FRAME f 1 SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANC BI 5" MAX. TRIM _ OVERFLOW BYPASS l ' BELOW INLET GRATE DEVICE F; �t FILTERED WATER - u ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8.01.3(15). 8. 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 OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216"30 ® PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 P"car Wog.:Adm 6t, ro, DATE SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 0JI19121 SDM I CHECKED: EDM BY DATE APPR APPROVED: NEM FIGURE ❑.3.5.E SEDIMENT POND PLAN VIEW KLX DMDER INEG SLOPE TO PREVENT FLOW ARQUND =LE 1HE PONE LENGTH SHALL BE 3 TO B T9X5 THE 4AVINVM POW WIDTH ROHB LENGTH H FLQW SILT 4'EHCE 0R� EQUIVALENT QMDEI NOTE: POI MAY BE F0R41ED BY BERM OR Bf PARTIAL OR CCWLETE EXCAVJ.TION � PPE SEDIMENT POND DETAIL N. T. S. :45 Plan Lath and flagging on 3 sides Sandbag 3erm 10 mil (plastic lining A i 1m Berm Section A -A lining Type "Below Grade" Stake (tyi lil plastic lining Sandbag Notes: 1. Actual layout determined in the field. 2. A concrete washout sign shall be installed within 10 m of the temporary concrete washout facility. — Wood frame securely fastened around entire perimeter with two stakes 10 mil plastic lining Section B-B 2X12 rough g Plan wood frame Tvoe "Above Grade" with Wood Planks NOT TO SCALE lo` Figure II-4.1.7a Concrete Washout Area DEPARTMENT OF Revised June2015 ECOLOGYPlease see http://Wvvvv.ecy.wa.gov/copyright htmlfor copyright notice including permissions; State of Washington limitation of liability, and disclaimer. P1ER9EH4'1' 06Ri SPILLWAY BISSHNdGE TO STA91i COMUAHCE. ODTLEF OR LEVEL SPRF�BER Know what's below. Call before you dig. SCALE: VERTICAL: NAVD 1988 1 t1=20 1 HORIZONTAL: NAD 1983/1991oi CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY THESE PLANS ARE 'AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBO T TESC DETAILS v J U iJJ (— � QJ QO O 0 00 J m J Q L-Li_ DATE:0311912021 FIELDBOOK: N/A n= PAGE: NIA (��L �L DRAWING NO: 18615 SHEET: G OF: 19 R-407206 APPROX. LOCATION w w TRANSITION TO s�� so I APPROX. LOCATION X. CB I� 10" DI WATER EXISTING WALKWAY 0 EX. WATER EASEMENT 8.33% MAX SLOPE IM=183.81 �( •` I� 0 REC. NO. 20041005001346 PER C.O.R. GIS FULL 0 RIS 31 �So\ END UNDERGROUND - o I. 1 1\ OF PRIVATE UTILITIE EX. CB �----------------L---- � � PI? POSED 15'PU LIC \ \ a COORDINATE WITH / � � RIM=163.70 - - - - - -- �V#1 TER EASEMEN O I PURVEYORS / INV=163.70 (12"PVC-S) REC_-----I--- w w w w-.w.- w- W . w-. . . . . I I w CHAiN LINK FENCE / o w w- w w w w I I. w w w W- - w w - .w. . . . . .... \ \ \.-------- �. Q. CORER. . aaEt���- \ I' FORTH of LINE L ------------- - - - - -- \ \ ----- - _SECTION DAD - I S 48TH ST I �I o I " ISTA 38+97, 65 27 R� -. I I \ . \ / TAPER VERTICA CURB \ TO MATCH RO D CURB &I GUTTE , END W� _ ��\ �I �� -_± I �152.75\ \ 0l/2 S ET 0 RLAY. / - - - - - - N88'57'28"W 270.02' EX. CB \ 1� - RIM=137.01 \ I ��` II152.75 INV=130.51 (12"ADS-SW) \ - - I °a\' o , cc ca p ..... _ld I L 11 I l I 23 I 3. CHAIN LINK FENCE I d , ° , 17 FE=1 a 1 Q EX. CB CORNER I I - ~ °d I 1 I o RIM=163.37 0.3' EAST OF WEST LINE I P OPOS 20' P BLI� �'i 1 I INV=159.97 (12"PVC-N&S) 07 \ TILITY ASEM T 1•'• LL Q 0.9' SOUTH OF NORTH LINE T 1( LOT T 18 \ L 19 \ L7 ,620 F. 1,7 S.F. ,2 F. 4 S. F. \ 2 g '�z ; : - {� a �~ ..: ' 2 Q W I APPROX. LOCATION -COFF =141 E= 4 FE=14 ' �'•'• a I I II �'•''� _ \ FFE= 7 FFE= 0 I N.' ....:. 7I o 0 cn I co J 12" D.I. WATER N I 1 I D D''' 23 PER C.O.R. CIS �.61 L -15 \ I \ g N ASHBURN, A CONDOMINIUM 0 d °� d °e' d • �" d. ° a 1 I 43 a° l PHASE 1 z da °. d °°• \ a ,,� I EX. STORM MANHOLE ........ VOL. 167, PGS. 29-38 d a ° 16 5 3 4 ° I RIM=162.99 d ,d• ' j ° \ I o INV=158.09 (12"PVC-N) TAX PARCEL "' \dd • : n a ° :.° ... d ..d. ° . •� d ° ° ' \ \ Ci \ I INV=157.04 (15"PVC-S&E) 029050-0000 d °. ° �. ° .. \ 7 ° d I•� •. • .. o0 ° d I 15 '.. ....... � • , REMOVE EX. UNITY STA. 22+92 26 d ° d . ,21 d a ....'.'.'.'..20... '..' ...3. .... °�� e • . I• °.'• . .....'�'. �.'.' POLE END STREET ° J L . `I L..........• IMPROVEMENTS.'.'.'.'.'.'.'.'.'.'•'•'•'•'•'•'•'•'•'•'•'GRADE'.BR .'.''.'.'..'.'.'.'..'.'.'.'.'.'.'.'.'.'�'.'.'.'.' .'.'.'.'.'.'..........'.'.'. ................... ............' l I I.'.'.'.'/.'.'.'.'.. I CAMPEN SPRINGS \ EX EP INTERSEGTI 0 ... - �'..'................ . ��•�EL � 1.4�1:�12�.�..'.' �..' � I co EL 140.77 / -CONDOMINIUM a •EL •152. �4..��.1.................... ......................1.. ... ...... ........ .... ...... .. ..............' '.'.'......'. '.'. '..� ...'.�.�...... ..' '...'I'.' �..'.� '.�.�.'..�.........� .'........ .'...� : TAX PARCEL 0...... . { .. ..... �'. 8�' ' .'.'.'..' .............'.L ......... ...................... I.. ...... i...' '.' .......' ..'.'\.'..'..' '. ... ........ 131600 0000 ............. •"�.. StpENl"IAL................. s .III ._ s s s ... �... ... 00 .............................. '.'.'.'r? .................. ..'.'.'.'.'.'.'1'.'.'.'.'.'.'. ...............'.'.'.e......'.... . d ..................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .. .{PUBLIC].'.'.'.'.'.'.'............. o . ..... .............. ..... ... ��....... . . GRADE.R 20 00 19 70 ..... a,'.'.'. .'... ��. P'.'.'.'.I..:.'.:.:EL-162.7. N S 48TH S T C11..... .......... I� I ° 18 �,c 6B 6 19....... Q.. �.'. . w W W- w IV d LEVEL EX. PRIVATE CB SPREADER 12' VAULT/SEWER a" d d' p \ a: : e :� ;d. ° �:.. J Z RIM=137.98' I I ACCESS ROAD\° ® EX. SSMH 24"IE 12" ABS (NW)=133.36' d 1 12 d.d i / '.. 7 I d I s sD RIM=162.98 STORM DRAIN ` IE 24" PVC (NE)=132.06' i° d ° �.° , d d . >-\ eh a INV=155.08 (8"PVC-E) L-Li IE 12" CMP (SW) REPAIR/REPLACE < I I I I I A \ q 9 I Z a INV=154.98 (8"PVC-S) �L (W/OVERFLOW PIPE) EX WOOD Id 6 ROO \ I \ LOT 2Q e , .• FENC I. I ID N 1. % \ Q (SMALL ORIFICE OUTLET TO I 2, MIN ) \ '• ° 9�S. .. ' • •,•,•,• ;•.• .- ., I L � OO o Ex. CB LEVEL SPREADER)=133.42' I .d \ : I. 23' . I gg x. c �L 12" OVERFLOW (SW)=136.60' / N RIM 160.42 a (� NEW IE=133.27 (SE) sa I LO 15 L 14 T 13 I - 23 .19 �" I I =158. r 3 J 1 NIV=157 66 (15"PVC-N&S) a I 1 20 - F. $.F v 1 d a F E-150 (12"D E) =1 , / F =153 I Al ° 1.'. I m O . EX. 12" SD S \ / ° - '. d I I I I ..'.I. NOTE: SEE SHEET 11 FOR ROAD SECTIONS PROPOSED 15' \ 2 / 20 / A4 22..:. I F E=15 I I STA 30+82.50\ I l 6 . ' OT 4 PRIVAEASEMTE �N� END CONCRETE 1 / LOT / 23 2 d 1,680 F. ° d N I LIMITS OF 1 DRIVEWAY BEGIN 3 I FF& 6 S.F. d 3 STREET @VER Y REC # ______ GRAVEL ACCESS ROAD t \ l e PROPO D 20' UBIC SECTION PER STD I. - - _ l I U1hL1 EAS ENT II.c �" N I 234.5 (SHEET 19) I a I': VAULT ACCESS I t 0 ORM - 5 TURN AROUND SEE 5'x 1O' REMOVABLE - �, DETAIL SHEET 17 LOCKING PANEL I - - CD • I ° a 10' IS TO EASEM�NT :.. I - - �- I' I �. z '.'{ I .o APPROX. LOCATION 36'x72' I a I 23 6. ;• B. a L 0 o N 16" D.I. WATER TW=139.0 \ "I 4. DETENTION/INFILTRATION VA LT 80 F. ° L T 4{11 .' . F ' I I PER C.O.R. CIS d� •.'. d a FOR DETAIL & SECTION .... d 68 F. d ' 3 I 8 JOINT UTILITY TRENCH LOCATION AMENDED SOILS PROVIDED FOR ALL BW=137.0 Y ' I, :: SEE SHEET 12 ° 23.' • -1I 0 b / FOR UNDER GROUNDING UTILITIES. r o I �'•' I COORDINATE WITH PURVEYORS. 1'0... 25 20 I . / U LANDSCAPE AREAS PER COR STD 264.0 FG=143.41 TAX PARCEL FFE= \ 10' POWER EASEMENT 312305-9022 .'? I I a REC. NO. 7609240628 w=13 .0 I I 7 TRACT A � CCESS OPENING .. I - - - \I / 24 RISER 01YP) \ I 3 OPEN SPACE/ yy/LOCKING IUD \ TREE RETENTION/ 13,109 S.F. I ° �0 F. 1 ' ..:... M'..'.�...'�. .II L 6I I N \ ..'.'.'. 620 F. 8 142 ° I 24 ® 140 FF 15 \ F =1150 A I ' �`� I _ O. \ I \ 22 I III. APPROX. LOCATION rn \ L N II 12" D.I. WATER I: I I •. - \ PER C.O.R. GIS TW=138.0 t.. BW=137.0 138 REtVTON LOT PLATv I 399-79 d ° ROPOSE ' PUBLIC I # %'..'.:::.' l' I a '.' REC. N0. 800513900 •. • • .. I .. N I EWER NT / / L dd . ° L ° Q y, 99 j .... a E� I d. II EX. SEWER MANHOLE WOOD \ .L .. I FFE= 151.72 151.7 / - a ° R1�=152.611 (6"PVC-S&W) _ FENCE INV=15251 (8"PVC-N) 1 Z. I RESTORE Ex. N88 5 YARD APPROX. LOCATION DRAIN"�' "HAIN LINK GRAVEL/SURFACE FIENCE / EX. SEWER CLEANOUT TO ACCESS . PER CITY ASBUILTS J I ROAD SECTION - \ )=126.36' INV=129.8'± 1' I 15' PUBLIC SEWER =126.53' �• EASEMENT TAX PARCEL 312305-9091 ,I REC.#---------- -F ±8" SEWER GRAVEL PAIDE TH I I I I \ l ER CITY ASBUILT YARD :. I -.Rgw- L \ `S HEDGE d Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 N Phone: (425) 392-0250 N Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 • Fax. (509) 674-7419 WOOD FENCE 270.02 I j - - I STA 41+83.49' 3 .0 '- s s s BEGIN 1/2 STREET BEGIN ALLEY] / L1 o-T OVERLAY AT EXISTING 1 ROAD SECTION D-D ` TEI7 T -T ---- T T--5AWCUT LINE STA:8+21.37 SQ . I Q 12 EL=151.52 \ate I I Q o 3 o Ex. GB o RIM=160.81 EACH UNIT SHALL HAVE A 3 FOOT I 3 N INV=156.56 15"PVC-N&S) WALKWAY TO EACH FRONT DOOR SEE ARCHITECTURAL PLANS 3 a ����'� ��ISTER� SIONAL � 03/19/2021 APP X LOCATION 3 0 OF EX UTILITY POLE. " 14 BEGIN UNDERGROUND PRIVATE UTILITIES. o COORDINATE WITH PURVEYOR. SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 1 "=20' HORIZONTAL: NAD 1983/1991 DESIGNED: EDM DRAWN: TLK ONE INCH 1 AS-BUILTS EDM 03119121 SDM CHECKED: DATUM EDM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: NEM SCALE ACCORDINGLY STORM KEY NOTES: ❑1 33 LF 12" PVC 0 0.45% 15 CB15, TYPE 1 ❑2 CB 11, TYPE 2, 48" W/VANED GRATE STA:22+87.40, 12.22' RT W/SOLID LOCKING LID RIM=140.69 STA:30+80.53, 8' LT IE=137.69, 12" (S) RIM=141.82 IE=137.89, 6" (N) IE=133.42, 12" (NW,S) 16 48 LF 12" PCP 0 2.42% PER COR STD 201.0 ❑3 25 LF 12" PVC 0 0.08% 17 CB16, INLET W/VANED GRATE ❑4 CB12, TYPE 2, 48" STA:22+39.45, 11.66' LT W/SOLID LOCKING LID RIM=141.62 PER COR STD 20 1. 0 IE=138.52, 12" (WI STA:31 +05.54, 8' LT IE=138.87, 6" (S) RIM=141.94 IE=133.44, 12" (N,E) 18 129 LF 12" PCP 0 4.46% PER COR STD 20 1. 0 19 CB17, TYPE 2, 48" ❑5 13 LF 12" PVC 0 13.00% W/SOLID LOCKING LID STA:21 +09, 03, 10.34' LT VAULT OUTLET RIM=152.47 STA:31+05.04, 20.67' LT IE=144.27, 12" (N,S,E,W) IE=135.13, 12" (W) PER COD STD 20 1. 0 ❑7 VAULT INLET 20 50 LF 12" PVC 0 5,26% STA:31+38.54, 20.67' LT IE=134.75, 12N(W) 21 CB18, TYPE 2, 48" WISOLID LOCKING LID ❑8 12 LF 12" PVC 0 0.00% STA:10+38.36, 0.00' LT RIM=151.20 ❑9 6x 12 OLDCASTLE BIO-POD IE=146.70, 12" (S) W/VANED GRADE IE=146.90, 6" (EW) STA:31 +49.72' PER COR STD 201.0 RIM=141.68 IE=134.75, 12" (E) 22 108 LF 12" PVC 0 1.66% E=136.00, 12" (N) 23 CB19, INLET 10 78 LF 12" PCP 0 1.40% W/VANED GRATE 11 CB#3, TYPE 1 STA:8+81.16, 0.00' LT W/VANED GRATE RIM=149.96 IE=146.06, 12" (N) STA:30+58.24, 1.37' LT IE=146.81, 6" (EW) RIM=141.31 IE=137.01, 12" (S) 24 36 LF 12" PVC 0 13.81 % IE=137.11, 12" (N) PER COR STD 20 1. 0 25 CB 10 TYPE 2 48- 12 47 LF 12" PCP 0 0.537. WIVANED GRATE S A 20+75.07, 9.35' LT 1 3CB 4 TYPE 1 RIM=157.14 IE-149.24 12N (NW) W/VANED GRATE IE=150.29, 6" (S) STA:30+ 11.88, 3.22' LT PER COR STD 20 1. 0 STA:22+86,99, 11.85' LT RIM=140.66 26 " 20 LF 12 PVC 0 7.60% IE=137.36, 12" (N,S,E) PER COR STD 200.3 (TYP) 27 CB#11, TYPE 2, 48" W/VANED GRATE 14 24 LF 12" PCP 0 1.38% STA:20+74.96, 10.14' RT RIM=156.11 IE=150.76, 12" (S) PER COR STD 201.0 SITE KEY NOTES: 0 10 20 SCALE 1" = 20' MacC � �F WAShrI� 'CSl •d a 0 1 0 ° 42676 9 C R 1 E ST S NL LAW A T� L THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 OPARALLEL CURB RAMP TYPE B 15 16' WIDE JOINT USE DRIVEWAY. ENTRANCE STA:39+06.17, 24.86' RT PER COR STD PLAN 104.3 (SHEET 14) PER WSDOT STD F-40.12-03 REMOVE EXISTING ROLLED CURB, 16 PROPOSED MAILBOX LOCATION REPLACE CURB PER COD STD 101 USPS TO INSTALL 1-16 AND 1-8 O(SHEET 14) PERPENDICULAR CURB RAMP TYPE A C.B.U. MAILBOX FIXTURES (SHEET 14) STA:39+77.82, 30.56' RT 17 EXISTING MAILBOXES TO BE RELOCATED, PER WSDOT STD F-40.15-03 COORDINATE WITH POSTMASTER 14) 18 1' FROM EDGE O(SHEET SINGLE DIRECTION RAMP TYPE A OF EXISTING PAVEMENT OF EXI STA:20+96.19, 21.68' RT PER WSDOT STD F-40,16-03 (SHEET 14) 19 PLUG AND ABANDON EXISTING STORM 4 SINGLE DIRECTION RAMP TYPE A STA:21 +24.82, 23.97' RT 20 3' WIDE SIDEWALK (TYP) O5 PER WSDOT STD F-40.16-03 SINGLE DIRECTION RAMP TYPE A STA:21 +50.35, 13.00' RT 21 > 9' WIDE DRIVEWAY, ENTRANCE WSDOT STD F-40,16-03 PER COR STD PLAN 104.3 (SHEET 14) OPER SINGLE DIRECTION RAMP TYPE A STA:21 +21.20, 22.13' LT 22 36' WIDE JOINT USE DRIVEWAY PER WSDOT STD F-40.16-03 MATCH GRADE 0 ALLEY 6B SINGLE DIRECTION RAMP TYPE A STA:21 +50.35, 13.00' LT �23> 16' WIDE DRIVEWAY PER WSDOT STD F-40,16-03 MATCH GRADE 0 ALLEY 77 SINGLE DIRECTION RAMP TYPE A STA:20+96.20, 22' LT 24 ROCKERY PER DETAIL SHEET 17 WSDOT STD F-40,16-03 OPER 8 PERPENDICULAR CURB RAMP TYPE A STA:40+19.05, 30.07' RT 25 5' WIDE SIDEWALK WSDOT STD F-40,15-03 PER COR STD PLAN 102 (SHT-14) OPER SIDEWALK ANGLE POINT STA:41 +50.59, 37.88' RT 26 TYPE III BARRICADE �10 > SIDEWALK ANGLE POINT STA:41 +58.59, 29.88' RT 27 BOLLARDS IN ACCORDANCE WITH 11 STA:41 +78.30, 26.88' RT COR STD. H021 (SHT 19) TW=161.50 28 STORM SYSTEM CLEANOUT BW=160.03 PER COR STD 226.0 (SHT 18) O12 BEGIN CURB, GUTTER, SIDEWALK 29 STOP SIGN & STREET SIGN PER COR STD 134 (SHEET 19) STA:41 +78,88, 21.38' RT PER TALBOT ROAD SECTION SHEET 11 30 INSTALL NO PARKING SIGN PER 13 BEGIN SIDEWALK TAPER NOT USED 31 O DETAIL (SHEET 19) SINGLE DIRECTION RAMP TYPE A STA:38+65.09, 30' RT PER WSDOT STD F-40.16-03 14 NOT USED Know what's below. Call before you dig. C TY OF R EN TON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT GRADING & DRAINAGE PLAN 0-0 U Q0 O Q J O CQ Q O L-Lj DATE: = 0311912021 n= FIELDBOOK: N/A �L PAGE: NIA CL DRAWING NO: 18615 SHEET: 7 OF: 19 R-407207 w z W S-407201 W-407201 R-407208 U QO 0 Q J W I w z W R-407209 U QO 0 Q J W I a ° 4< ° I . . . . . . . . C . . . . . TC/BC ° TC/BC ° PT 163.48 163.36 STA:10+35.76x lO�LT STA:10+34.56, 10' RT I a I ° 1 . . . . L=150.75 . . a a a RAMP CENTER ° FL=151. 76 ° PC STA:21 +26.20, 23.97' RT 151.. . ° I. STA:39+52.69, 21.56 RT ° 149.00 FL=150.86 151.11 ° ° 5 x5' TURNING . ®. .I FL=163.20 AREA I TC/BC TC=162.91 �° 148.95 150.94 TC=151.39 1 /4 A BC=162.41 TC/BC . . . . BC.*150..89 . FL=153.22 TC=162.90 ° 114 A ° . . . RAMP CENTER / FL=162.67 150.89 1/4 d BC=162.36 .i I ° I FL=.150..88. STA:20+98.31, 21.68 RT I 8S• ° a a 5" . ° ° 0 ° 15I." `' 1..0% . . . . FL=153.36 159.56 �o ° 148.90 412.9 TC/BC © . 153.43 ° T618C, . RAMP CENTER i; 148.95 ° S� a +50.35, 13.00' RT `q? � TC=148.75 47' ' R=35.00 FL=148.22 BC=148.25 \ ' 153:33 , . , .:0� 5 I L=53.87' ° TC=151.34 J . BC=150.84 . 153.38 . PT I 162.26 A=91'4835" TC=162.79 . . . . . . . . . . . . . . . . . . . APPROXIMATE . . . . . . . . . TC/BC 20+56.98, 11 ' RT BC=162.29 1/2 A / RAMP CENTER . . . . . . . . . . . .BC=14B.ZQ . . . . . . . . . . . . . . . . . . . . . . . DRAINAGE . . . . . . . . R=25.00.. . . . . . . . FL=159.67 . . . . . . . ,STA;39+ 8.06, 31.64' RT . . . . . . . . . . . . . . . . . PT . . . . . . . . . .1/4 d . 153.43 . . . . . . . . . BREAKLINE C5 . � L=39.50� . . . . . . . . . 159.51 FL=162: 5 STA:21 +46.18, - 13' RT . FL=149.94 . A=90.32.1.7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R=25.50.. . . . . 162.21 I . . . . . . . . . . . . .F. . . . 8. . . . .pC. . . . . . 1/2.d. L= . . . .. .. /.. . . . . . . . . . . . . . . . . . . . . . . . . 12d .. I .........i STA:21 +43 94, .11.88' . LT . . . . . . . . . . FL=150.82 . . . . . . . . 4=892743". . . FL=153.41 . . . . . . . . . . . . . . . . . . 1 4. 4 I . . . . . . . . . . . . .i ...FL=1.48.86........................................... ........ .......... /. ............. s 48TH% COURT . . C7 _ . 1/4.4 . Pc. FL=161,54. FL=154.88 STA:20+75.87, 11 ' RT R=10:00'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i (PUBLIC) 1/4 Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L=4.77' . . FL=149:85 .. . . . . . . . ... -. . . . . . . . T. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d=27'23'1.0 . . . . . . . .1/2 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - 1.4.d. . . . . . . . . . . . . . . . . . . . . . PC . . . . . . . . . . . . . . . . . . . FL=150. 66 . . . . .1/2 A . . . . . . . . . � =155.2 . . . . PT . . . . . . . . . . . . . . . . . C .. . . . . . . . . . . . . . . . . . . . . . . .FL=153.60. . . . . . . . . STA:20+75.18, 11 ' LT . . . . . . . . . .STA:2.1 +48.54,. 13' .LT . . . . . . . . . . . . . . . . . . . . TC=162:4 . . . . . . . . . . . . . . . FL=148.38. . . . . . FL=15.7..18 . . . . . . . . . . . . . . . . I. .1/4. d . TC 152.48 BC=161. 8 = R=1.6..00 . C4. FL=161.44. . . . . 1- --N TC 148.70 BC 151.95 L-32.63' I . . . . . R=25.00' .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � -i TC 148.89 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1/2 � A . /� RAMP CENTER BC 148.34 A. 416*50'53" � L=38:16. O Q cr- 4 BC 148.39 . . . . . . . . . . . .A=89.2727 STA:40+ 0.84, 31.52' RT RAMP CENTER a, TC/BC TC/BC TC/BC FL=162.00 � � o TC=154.04 STA:21 +50.35, 13.00 LT 149.07 1 .4. d BC=153.54. 153.57 , PC 159.39 . . . . Q Q 4 FL=148.3.E / STA:20+55.95, 11 LT C2 Q ° ° 0 ° A20.82® 1 0% FL= 51.85 TC=162.56 I TC=162:54 - R=35.00' O ° ° ° o FL=159.77 C=162.06 BC=162.04I L=55.31 ' TC 1.53.97 . ° . . . . . . . . CE TC/BC TC/BC ° BC-153.49 . 09 5' ° `4.t'' c - ° ° ° d 4=90'32' 17" 1- W ° 149.02 - a 1842% : °. . . . . . . . . O ° 150.84 T =152.43 ° I J 149.07 TC/BC . . .. . =15.1..93. \ .......�p�° 1/4 4 m 5 x5' TURNING 150.91 TC/BC FL=162.20 Q �-- AREA 149.12 TC 152.45 . I .114 A - - 153.57 159.44 �°�� °os 8.5' ~ BC 151.93 . . . . . FL=1.53.44 . . . RAMP CENTER . TC 152.38 STA:20+94.89, 22' LT 162.14 4 RAMP CENTER \ STA:21 + 17.90, 22.13' LT BC 15.1.88 . . PC FL=153.51 . . . . . FL=151.92 PC STA:9+61.62, 10' RT 162.19 ° 0® ° STA:9+76.44, 1 D' LT ° ° . . . . FL=151.51 TC=162.62 4 FL=151.89 I . ° . BC=162.12 a PT STA:40+45.47, 21.38' RT ° a d FL=162.37 I . . . . . . . . 163.16 ° °. ° ° I ° a 4 1 I ° I 163.04..I ...... ...... g�..° a a 1 a CURB RETURN DETAILS 10.5 EX. 30' R.O.W. DEDICATION I~ 22' PAVING 2' EX. 17't _ 8' LANDSCAPE I� I~ PAVING �j 0.5' VERTICAL CURB 8' SIDEWALK SAWCUT & MATCH IF EX. E.O. P. NEW PAVING MATCH EX. CURB LINE ON (SEE NOTES) SOUTH END OF FRONTAGE IMPROVEMENTS EX. 30' R.O.W. - EX. 22't PAVING ~I EX. CURB/SIDEWALK ON EAST SIDE OF STREET TALBOT ROAD SOUTH SECTION A -A N.T.S. NOTES: • ALL ROAD SECTIONS SHALL BE MADE OF 2" HMA, 6" HMA PAVEMENT OVER 6" CRUSHED SURFACE TOP COURSE ON COMPACTED, STABLE SUBGRADE • SIDEWALKS PER COR STD PLAN 102 • CURB & GUTTER PER COR STD PLANS 101, 10 1. 1 • REFER TO LANDSCAPE PLANS FOR PLANTER STRIP DETAILS Encomp ass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 1" = 10' 53' q 26.5' PUBLIC R.O.W. 26.5' PUBLIC R.O.W. 26' PAVING 6' PARKING 10' TAR EVEL _ 10' TRAVEL _ LANE 8' LANDSCAPE 8' LANDSCAPE 0.5' VERTICAL CURB 0.5' VERTICAL CURB 5' SIDEWALK - 2% 2% 5' SIDEWALK SOUTH 48TH COURT (RESIDENTIAL ACCESS SECTION B-B N.T.S. * CROWN OF ROAD IS OFFSET 3' FROM CENTERLINE OF RIGHT OF WAY 49' 23.5' PUBLIC R.O.W. I - 11' PAVING 8' LANDSCAPE 0.5' VERTICAL CURB 5' SIDEWALK 2% 0 5 10 SCALE 1 " = 10' SR 1 NOTE: EXISTING CURB DOES NOT MAINTAIN A CONSISTENT RADIUS. CONTRACTOR TO MAINTAIN EXISTING ALIGNMENT. 164.41 I MATCH TO EXISTING SIDEWALK AT EX. JOINT 163.66 TC 164.36 11, @ 1.0q W/ EX BC 163.88 1.07. CROSS SLOPE e0p °0 " PT 163.60 STA 38+47.73, 22.3' RT 163.65 EX FL 163.57 163.37 TRANSITION TO EX. i ROLLED CURB ' 0 5' . 163.56 - - - - - WATCH TO - -7 1.. 4'x5' TURNING AREA EX. SIDEWALK AT EX. JOINT 163.55 SR 1 I PC 163.32 STA 38+65.09, 30.0' RT O Q - - - I TC 163.87 BC 163.47 W 163.60 TRANSITION TO EX. Q ROLLED CURB 0 I S 48TH ST I ~ J O� m O U PC TC 163.76 STA 38+99.07, 30.0' RT BC 163.26 TC 163.60 BC 163.10 SR 2 163.25 R=25.30' L=20.10' TC 163.82 A=45.51 ' BC 163.32 5'x5' TURNING AREA TC 163.89 BC 163.39 12' ® _ ' TC 163.80 1 y f I BC 163.30 TC 164.10 TC 163.83 BC 163.60 BC 163.33 ®� I � �a 1.590 PT TC/BC ° r STA 39+ 17.09, 22.3' RT 164.17 FL 163.43 ° BC 163.55 TC/BC EX EOP 164.05 I 84 164.19 ° CURB RETURN DETAILS 1" = 10' 23.5' PUBLIC R.O.W. - 11' PAVING ~I 0.5' VERTICAL CURB 2% SOUTH 48TH COURT (LIMITED RESIDENTIAL ACCESS SECTION C-C) N. T. S. EASEMENT WIDTH AS NOTED 12' EXCEPT AS NOTED 2% 2% GRAVEL ACCESS ROAD N.T.S. `-- 1 1/2" CSTC 2 1/2" CSBC COMPACTED BASE D D. OY WA^' SURVEYED: SCALE: �I��� ✓ SDM 1 »=30' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: EDM DRAWN: TLK 39374 AT FULL SCALE ONE INCDATUM ISTER1 AS-BUILTS EDM 03/19121 SDM CHECKED: EDM IF NOT ONE NCH H sSIONAL � SCALE ACCORDINGLYNO. REVISION BY DATE APPR APPROVED: 03/19/2021 NEM 8' LANDSCAPE 5' SIDEWALK Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE. MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 20' PRIVATE ALLEY TRACT PRIVATE ALLEY SECTION D-D N.T.S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT ROAD SECTIONS & CURB RETURN DETAILS �11 ON IN QO O O J DATE:03/ 1912021 = FIELDBOOK: N/A (Q_ PAGE: NIA cL DRAWING NO: 18615 [SH�-.11 OF: 19 R-407210 00 2 IV D D ACCESS RISER W/2' OFFSET FROM OUTLET RISER (TYP) . 48 "0, 4' DEEP -CONCRETE' -SUMP 2' WIDTH ROCK' PAD -FOR EROSION PROTECTION CONCRETE FLOW SPREADER PER DETAIL THIS SHEET I /_�GRA 'x1O' RAKED 12" VENTILATION TED OPENING PIPE (TYP ) 142 140 I ' I I �. 138 DETENTION/INFILTRATION VAULT PLAN 036.00" ACCESS COVER & RISER. 0 INLET/OUTLET ACCESS COVER &RISER, � SIZE, QUANTITY & LOCATION MAY VARY. p I CONCRETE TOP SLAB. CONCRETE BASE SECTION. \ >< /_\ 1 OUTLET PIPE, 018.00" MAXIMUM. UNDERDRAIN OUTLET r 04.00" PVC SLOTTED ORIFICE CAP. ` I i UNDERDRAIN PIPE. OUTLET CHAMBER. / r I INLET PIPE, / 018.00" MAXIMUM. BYPASS WEIR. INLET WINDOW INLET CHAMBER. / IN DIVIDER WALL. DRAIN DOWN DEVICE, \ ` tI/ / s DIVIDER WALL. (SLOTTED PVC). ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. SCALE: 1 X NOTES: 1. CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. US Patents Pending MOW` Biofiiter Oldcastle® INFRASTRUCTURE Underground Ph: 800.579.8819I Dldcaetlsetormxater.com THIS DOCIR,ErfT IS THE PRAPERIY OF 001%ST1E INRVWRIICTURF INC. rT IS SUBMITTED FOR REFERENCE AMOSES OILY AND BNALL NOT BE USEDIN ANY WAY 1TO THE 14TEREM OF SAIDCOIPANY. COPYI0201E OLOCJBTLE NFRRSIRIlCT1.RE, INC. ALL RIGHTS RESERVED. BioretentioN Vault with Internal Bypass oRawllvc No. F� E0o ECO-0156 `: BiofiBration y/� BPU-IB NA NEW 10 4 18 ip 10/4/18 SHELF 1 of 2 fEncompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 TRACT A 13,109 SF I I 4' WIDE 6, OPEN 24" ACCESS RISER (TYP) OUTLET, f16.00" MAXIMUM. I I UNDERDRAIN OUTLET ORIFICE CAP. BYPASS WEIR. A INLET WINDOW. I. DRAIN DOWN DEVICE. INLET, III MAXIMUM. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. DIVIDER WALL INLET, NEARSIDE I: BYPASS WEIR. INLET WINDOW. UNDERDRAIN OUTLET ORIFICE CAP, FARSIDE.11 OUTLET, FARSIDE, (AT FLOOR). ', DRAIN DOWN DEVICE. z 0 5 10 SCALE 1 " = 10' 01 DIMENSION B DIMENSION - 6.00" TYPICAL WALL THICKNESS 140 135 130 —0+10 143.41 FINISHED GRADE 5'x 10' RAKED GRATED OPENING 12" VEN ILATION PIPE 12" ,.. — — 142.4 i J •. a • s. •.'J �• , y. • �' •�• •...M. 12 1/2" LID TOP OF VAULT=141.37t i i --MAX W.S. 139.27— _----- a 72' EXISTING GRADE 7' CONCRETE LEVEL SPREADER PER DETAIL THIS SHEET 2' WIDE ROCK PAD 134.37 12" INLET ..: .:. POTENTIAL. NE OF OVER EXCAVATION / BACKFILL / 3/8" WASHED GRAVEL USE CDF IF BARRIER IS REQUIRED / / FOOTING TYP) NI TIVE INFILTRATIVE SOILS t\; 04.00" PVC SLDTTED UNDERDRAIN PIPE. Al #i �Iall � < < A DIMENSION A DIMENSION y{ PLAN VIEW TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY, ACCESS COVERS SHOWN IN PHANTOM. 036.00" ACCESS COVER & RISER 1 60.00" 2.00' MULCH MINIMUM BY OTHERS �N `' 1B.00" StorrnMiz"' 1 MEDIA 4' 6,00" DRAIN ROCK SECTION A -A ®4.00" PVC SLOTTED UNDERDRAIN PIPE. MODEL VAULT SIZE 1 (ID) VAULT 1 FOOTPRINT (OD) TREATMENT FLOW z CAPACITY (GPMICFS) TREATMENT FLOW a CAPACITY (GPMICFS) A DIM B DIM Al DIM B1 DIM BPU-IB-46 4' 6' T T 25.610.057 28.810.064 BPU-IB-48 4' 8' S' 9' 38.410.086 43.210.096 BPU-IB412 4' 12' 6 13' 64.010.143 72.010.160 BPU-IB-66 6' 6' 7' T 38.410.086 43.210.096 BPU-IB-68 6' 8' 7' 9' 57.610.128 64.810.144 BPU-1B�12 6' 12' T 13' 96.010.214 108.010.241 BPU-IB-816 8' 16' 9' 17' 179.210.399 201.610.449 0+00 'All Dimensions Are Nominal 2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. At 1.80 gprWsf Media Surface Area. s Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/af Media Surface Area. US Patents Pending BioPodTM Biofiiter Oldcastle® INFRASTRUCTURE Underground IS 8WN7isTH8T9IRwOFOtlestoEriRvWr.com THE DOCLNEPri IS THE PRCPEATY OF OlDCA8T1E nR1A$TRIICTOFIE, INC. RISSUSMIn®FOR REFERENCE PURPOSES OILY ArASXALL IdTBE c USED IN ANYWAY INIURIOUSTOTHE NTERESMID'SNOOOIPANY. COWMIR02MBIXDCISTLE NFRASIRNCTI INC. ALLMOFMRE WED. BiorstentiorV Vault with Internal Bypass -,, I' I`:. F- ECD ECO-0156 —E Biofiltration yp BPU-IB NR NEW 10/4/18 JPR 10/4/18 SHEEP 1 OF 2 D. °yWA 39374 TERMS 1 AS—BUILTS �ssIONAL�� 03/1912021 N 0 . REVISION NOTE: SEE STRUCTURAL DESIGN BY KOSNIC ENGINEERING FOR DETAILED DESIGN 145 140 135 130 0+00 SECTION B—B HORIZ. 1 "=10' VERT. 1 "=2' 24" ACCESS RISER W/FRAME AND GRATE 143.37 FINISHED AND SOLID LOCKING LID GRADE PER COR STD 204.5 \ 0</4 TOP OF VAULT=141 37t 18' 18' 2; MAX W.S. 139.27_V— :. ' HA OR KCR FLOW RESTRIC OR STRUCTURE PER DETAIL SHEAR GAT17 W/CONTROL CONCRETE LEVEL SPREADER PER ROD PER COR DETAIL THIS SHE • STD 237.30 ° °. J A. . 12" OUTLET IE (135.13) f 12" INLET IE=(134.75) WASHED ROCK IN OVER J .. EXCAVATED SECTION. WALLS TO EXTEND TO SOLID NATIVE SOILS. (TIP) FOOTING (TYP) 1 1/16"0 ORIFICE 4. 48 "0 J CONCRETE SUMP J: BIOPOD NOTES: • INLET TO BE FROM NORTH (PERPENDICULAR TO OUTLET) • OPEN GRATE INLET REQUIRED. • REQUIRED TREATMENT FLOW RATE = 0.1725CFS SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03/19121 SDM CHECKED: EDM BY DATE APPR APPROVED: NEM SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SECTION A —A HORIZ. 1 "=10' VERT. 1 "=2' 140 130 1+00 1+10 140 REMOVABLE WATER )HOLDS, STEPS TIGHT COUPLING. ADDER PER 4" PIPE )CS 7-011 PLATE WITH ORIFICE AS SPECIFIED PLATE WITH ORIFICE ELBOW DETAIL AS SPECIFIED NTS 130 0+70 Know what's below. Call before you dig. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM • Planning/Building/Public Works Dept. 00 00 (//1 K /\1 . Jam. �, • ., .'i y • J. Y. -------- MAX W.S. L39_9L INTERIOR VAULT 1/4" NOTCH WALL ELEV=139.02 ® ELEV=(138.03) u 1 1/8"0 ORIFICE 12" OUTLET CLEANOUT GRATE IE (135.13) nj i4 J�' 4' 1 1 /16 "0 ORIFICE 4' 48"0 CONCRETE SUMP W/ 2'x2' HINGED ACCESS DOOR, (1 "x1/4" METAL BARS), STAINLESS STEEL OR ALUMINIZED STEEL FLOW RESTRICTOR STRUCTURE HORIZ. 1 "=10' VERT. 1 "=2' CONCRETE LEVEL SPREADER PER VAULT WALL DETAIL 2' WIDE ROCK PAD 8" FOR EROSION CONTROL 12" INLET " IE=(134.75) CONCRETE LEVEL SPREADER DETAIL HORIZ. 1 "=10' VERT. 1 "=2' �1D. MCC, of Washrj 6" MAX. �, C,, 0'� C:� 42676 9 IST OVAL LAND REFERENCE COR STD 236.00 FOR DETENTION VAULT & COR STD 237.00 FOR FLOW CONTROL TEE THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT DETENTION/INFILTRATION VAULT PLAN & SECTION S CIE) Q � DATE:03/ 1912021 _ n= (C1_ CL FIELDBOOK: N/A PAGE: NIA DRAWING NO: 18615 SHEET: 12 OF:19 R-407211 SANITARY SEWER NOTES AND SPECIFICATIONS: O C) Docu5i4n Envelope ID:6EECF5B6-602A-4E+4A-l343B•A317AA638.878 SURFACE WATER STANDARD PLAN NOTES-. THE FOLLOWING IS A LISTING OF GENERA. 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 APPLI CAM, MAY STRODE OUT IRRELEVANT NOTES IF NOT AMICABLE TO THE PROJECT. HOWEVER THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF AODET INAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1, BEFORE: ANY CONSTRUCTI ON OR DEVELOPMENT ACTIVITY OCCURS,A PRE -CONSTRUCTION MEETING SHALL 3E HELD AMONG THE CITY OF BEN TON. HEREBY REFERRED TO AS TH E CITY. THE APPL ICANT, AND THE APPLICANT'SCONTRACTOR I. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CRY, STATE, AND FEDERAL PERMI S PRIC R TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVE WENT SHALL BE DESIGNED AND CONSTRUCTE D IN ACCORDANCE WITH THE LATEST EDITON DF THE CITY OF RENTCN SURFACE WATER DESIGN MANUAL (RENTON SWOM), RENTON MUNICIPAL CODE (RUC). AND THE STANDARD SPECIFIkCATION3 FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THEAMERICAN PUBLIG WCRKS ASSOCIATION (APWA). IT SHALL FE THE SOLE PJESPON01 8 11-1 rY OF THE APPLICANT TO CORRECT ANY ERROR. BMBSI ON OR VARIATION FROM THE ABOVE RECIUIRFM EN TS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADD IT TONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTAEA CONSTRUCTION (E.G. WAT ER. SEWE R. GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRI DOES, VAULTS, AND RETAINI NG WALLS REQUIRE A SEPARATE REVIEW AND AP PROVAL BY THE CITY P'RICR TO GRNS"UCTION, THE SURFACE WATER DRAINAGE SYSTEM SHALL Bf GPNSTRVCTIED ACCORDING TO THE APPROVED FLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRFTTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE 44 THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 0, THE LOCATIONS OF ALL EX STING LRRITIE3 SHOWN HEREON HAVE SEEN ESTABLISHED BY FIELD SURVEY OF OBTAINED FROMAVAILADLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSH)IL MY OF THE APPLICANT AND THE APPLICANPS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FUR -HER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATHDNOFTHIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNO-DC LIMENTED UTILITIES DISCOVERED AMC) ANY CHARGES TO THE APPROVED PLANS, THE APPLICANT SWLL IMMEDIATELY NOTIFY THE FNWNEERbF RECORD IF A CONFLICT EXISTS. 7_ VERTICAL DATUM SHALL SE NAV3 N AND HORIZONTAL DATUM SHALL BE NAD 89 (WA STATE PLANE, NORTH}, UNLES5 OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS- 8, ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALE BE COMPACTED TO 05% MAXIMUM DRY DENSITY PER SECTION 2.02.3(I4)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. NV PERMEABLE PAVEMENT AND OTHER IMF ILTRATION AREAS, ALL TRENCH BACKIP ILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9, OPEN CUTTING OF E XISTINO ROADWAYS FOR STORM DRAINAGE W GRK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY A140 NOTED ON THESE APPROVED PLANS, ANY OFEN CUT SHALL BE RESTORED INACCORIANCE 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 DIRECT ED BY THE CITY, THE EXISTING MAN HQ LES, CATCH BASINS, OR INLETS SHALL. BE ADJUSTED TD THE GRADE AS STAKED, 11. ALL FLOW CONTROL FACIL TIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO.OR IN -CONJUNCTION WITH, ANY CONSTRUCTION ACT ARTY UNLESS OTHERYYISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WFFH THE CURRENT STATE OF WASHINGTON STANDARD SPFCIFICATIQN FO R ROAD AND BRIDGE CO NSTAUCTHIH. THIS SHALL INCLUDE NECESSARY LEVELINC.OF71-E TRENCH BOTTOM OR THETOP OF THE PC UNDAT ION MATERIAL. AS WELL AS PLACEMENT AND COMPAC710N OF REQUIRED BEDDING MATE RIAL 70 UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL SE SUPPORTED ONAUNIFORMLYDENSE, U N Y IEL D ING BASE- ALL PIPE 3EDDINOAND BACKFILL SHALL BE AS SHDWNON THE CITY STANDARD PLAN 220.{0.2N_10. AND 720.20. 1Z. STEEL PIPE SHALL BE ALUTAINRED.Oft OALYANRED WITH ASPHALTTREATMENT 1, 2, ORI5INSIDE AND OUTSIDE, 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH RMINS AND MANNOLIES SHALL BE FITTED WITH DUCT]LE IRON, BOLT-LOCIKING LIC S PER THE CITY STANDARD PLAN 204. ID. M. 20. 204,3U, AND RIWW. STRUCTURE$ SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNDF F. AND LOCATED WI7H1N THE ROADWAY, BUT OUTSIDE OF THE CUR316U77ER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHE N WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE VnTH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 18. LIDS OF LU&MOI-ESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTEO TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLFfinATCH BASIN RIMS SHALL READJUSTED TORE FLUSH YRTH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL ORNEWAY CULVERTS LOCATED WITHIN CITY RIOHT-OF-WAY SNARL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDDE OF THE ORRAEWAY TO THE BOTTOM OF THE DITCH. UN LESS OTHERWISE MDT ED, DRAWING IS NOT TO SCALE [NT5N STD. PLAN - 21i7,t10 PRI.■.� PUBLIC WORKS SURFACE WATER STANDARD PLAN PR D: DEPARTMENT NOTES (a OF 2) GAZ 9/28/2019 1 •r4 rc wvly w».nnw DATE Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwatcr Blvd. • Clc Elum, WA 98922 ■ Phonc: (509) 674-7433 ■ Fax: (509) 674-7419 :45 DoouSign Envelope ID:6EEGFLBO.602A-4E+TA-B436-A317AA638878 THE FOLLOWING IS A L18TINO W GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGS PLAN SET. RLL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR CWNER, HEREBY REFERRED TO AS APPLI CANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER THE APPLICANT SHALL NOT REND ME -ER NOR EDIT THE; REN AINING NOTES, IF ADDITIONAL NOTE B ARE NEEDED FOR SFECIFIC ASPECTS, THEY SHALL BE; ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSK]N PROTECTION Of ROADSIDE DITCHES. WHERE REOU IRED, SHALL BE OF SOUND CIUARRYRGCK PLACED TO A MINIMUM DEPTH OF DNE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 -8 INCH ROCK 140-7VA PASSING; . 2 -4INCH ROCK f30-47Yo PASSING: AND • LESS THAN 2 INCH RUCK 1 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS STALL NOT BE INTERCONNECTED AND SHAiL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR -LOW CONTROL FACILITY ON THE SITE. LNLESS APPROVED BY THE CITY_ FODTINS DRAINS SHALL NOT BE C HNECTED TO ONSITE RMPN_ 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A,CLEANOUT TOPPED WITH A BOLT -LOCKING LID HARKED'STORM' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POHNT OF CONNECTION OF A PRIVATE STORM DRAI NAGE CONVEYANCE SYSTEM PER THE CIY STANDARD PLAN 327.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BYASURVEYOR LICENSED IN WASHINGTONSTATE,AP40 CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CORSTRUCT]ON. 22. ALL NEVILY-INSTALLED AND NEWLY-RENA9ILITATEDLPUBLICAND PPIVATEI STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORD LNG TO THE CITY E7ANDARD PLAN 288.00. CC TV IN SPEC71OWS AND REPORTS SHALL BE SUBMI TTFD OTHE CITY PRIG RTO RECEIVING APPROVAL TO IN57ALL PROJECT CURBS, GUTTE RS ANDAOR PAVEMENT. 23. ALL STORM SYSTEMS AND DDNNECTKDNS TO EXISTING MAINS SHAL- BE TESTED IN ACCORDANCE WITH SECTION 744.3(1) OF THE WSOOT STANDARD SPEC IFICAT IONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORN DRAIN STUBS SHALL BE TESTED FCA ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, LIRAIDED. LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATWE TOPSOIL OR AMEND THE 9OL WITH COMPOST IN AC'CORDANCEYWITH STANDARD PLAN 26490. 30. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OSLIGATKM ANDIOR LIABILITY CONIN'ECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE. PROPER FUNCTIONING AND MAINTEHARCE OF THE STORM SYSTEM PROVIDED DURING CCN-TRUCTION. 20. ADEQUATE 8AFEWARDS, SAFETY DEVICES, PR07ECT" EOU IPME IT, FLAGGER.S, AND ANY OTHER ACTIONS NEEDED TO PR07ECT 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 INTERRUP7 NORMAL TRAFFIC FLOW SHALL RECKARE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSOOT STANDARD SPECIFICATIONS I.10 TEMPORARY TRAFFIC CONTROL STALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITYS AQUIFER PROTECTION AR Elk IAPA) SHALL COMPLY WITH SPECIAL REQUIREMENT MBOF THE RENTON SWDM 0NDACUIFER PROTECTION REGULATIONS IRMC 4.34M 1. 28. PLACE WINT0F SURFACE APPURTENANCE8 (CATCH 0ASIURMANHCIE LIDS, CLEAN OUT 6, INLETS, ETC.) IN THE ME ET TRAVEL LANE WHEEL PATH, IWERS€CT IONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALHS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSILL E. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR MON•SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLICAAD PRIVATE SYSTEMS 04THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT, 130. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2 1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEAASM PAVE MENT SHALL BE PERMEABLE ENCUGH TO ABSORB WATER ATA MINIMUM PATE OF20INC HES PER HOUR INN EDLATELY AFTEA THE PAVEMENT SURFACE HAS aFFN WETTED CONTINUDUSLYFDR AT LEAST 11) MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVA. OF THE PAVEMENT. COMPLIANCE MAY RE CHECKED USING A 91MPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVE ME NT SURFAC E ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDEREC TO MEET THE MINIMUM HATE DF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.990 SO VARE FEET OF PERMEABLE PAVEMENT. If T HIS TEST IS NCT CONCLU STYE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTEO. FOF LARGE AREAS (E.G_. PARKING AREAS), TESTING OBSERVATION MAY BE ACC40MPIISHE13 WHILE WALKING BEHIND A SLOWLY MOM NO WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BETESTT=D USIND ASTM C 17I1, VN LE55 4THE]I WISE NOT ED, DIAW ING 15 NOT TO SCALE [19751 PUBLIC WORKS SURFACURE WATER STANDARD PLAN D. STD. PLAN - 267.10 DEPARTMENT NOTES (2 OF 2) GAZ 91291201.8 1 -wae..w+wwn.. DATE �� 39374 Z021 :45 WATER PLAN GENERAL NOTES Standard Plan Nn_3DD I. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/ AP WA STANDARD SP ECIF I CAT 10 N 5, LATEST EDITION AS AMENDED BY THE CITY OF RENTON, A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THECONTRACTOR AND OR DEVELOPER SHALL BE RESPONSI El LE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLES5 OTHERW ISE NOTED. THE CONTRACTOR SHALL CALL 1-8D0-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATI0N, 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED] 1N WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-STFE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C L51 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUE-ILE IRON PIPE FITTINGS 5HALL BECLAS5250 AS PER ANSIJAW WAC11t3JA2LID-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 NCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FDR PIPE DIAMETER OF 12-INCH AALD LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL HE 50 MCHES. ANY DEV NATIONS MUST BE APPROVED 9Y THE CITY 4F RENTON PRIOR TO CONSTRUCTION. WHERE UTIUTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER, PIPE 0EFLECTIONSHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FORSIZE DF PIPE USED. ALL TRENCH BACK FILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM ANO DRIVEWAYS, AND 85 PERCENT MDC IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE OESIGNEO, INSTALLED AND POURED IN PLACE INACCORDANCE 'NFTHCFTY0F RENTON STANDARD DETAILS AND SPECIFICATIONS AND SMALL 6E INSTALLED AT ALL VERTICAL ANO H OF I ZO NTAL B IN DS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ION ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF 4 CITY OF RENTON UTILITY INSPECTOR, TH E CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, A14❑ THRUST RESTRAINT /BLOCKING FOR TESTING AND PURITY ACCEPTANCE, NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIP INGHAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSUREAND PURTTY TESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRE5511RE OF 150 PSI A80VE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITHA MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TESTPERICID. UPON SATISFACTORY COMPLETION OFTHE PRESSURE TEST, THE UNESHALLBE DISINFECTED, FLUSHED, ANDTHEN WATE4 SAMPLES SHALLBETAKEN FOR PURITY TESTING BYTHEPUBLIC'NORKS INSPECTOR. 9. THE CONTRACTO3 SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO WAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSA RY A DAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE C[TYOF RENTDNTO PERFORM THE CONNECT0N TO rHEEX4STING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, ANDCOMPLETESURFACE RESTORATICN, e I STD. PiAN - 300.0 PU13L,IC WORK,- WATER FAN GENERAL NOTESL)FP'ITtTMFN7 MARCH n10 SURVEYED: SCALE: SDM N.T. S DESIGNED: EDM DRAWN: TLK 1 AS EDM 03119121 SDM CHECKED: ONE INCH EDM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: NEAR SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Know what's below. Call before you dig. C0C TY OF RENTON Planning/Building/Public Works Dept. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCEN7 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT CONSTRUCTION NOTES & DETAILS DATE: 0311912021 FIELDBOOK: N/A PAGE: NIA DRAWING NO: 18615 SHEET: 13 OF: 19 R-407212 (QO O O O O m O - SEL HC EE4 .-3/8•H X 5%3•'D 'JUNN7 ..91141 W CL CL Q r 19 FACE OF CURB 6 12'_ _51rz 1" 12'R. 1"R. 1:24 1 1 TOP OF to 10R. ROADWAY � t to 1 I 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12'_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12'R. ROADWAY � � 1 �I 1 1 6- DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3V 6' CEMENT CONCRETE 12" R. 1 1• R SIDEWALK RAMP VARIES OR LANDING FROM i 6"T00 6- 3/8* PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS L FACE OF ADJACENT CURB _612" I- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF t J p 12"R. ROADWAY 1 �} I t 1 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB I - FACE OF ADJACENT CURB r r ► '.� • • GUTTER SURFACE PREMOLDED JOINT FILLER E'FULL-DEPTH EXPANSION JOINT r 6 12'-- 512• 1' 12' R. 7 1" R. 1 to TOP OF ROADWAY 6 t I 8 1 M' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Cdveway Curb& Gutter Secton, Bee Standard Plan 104.2 3rD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS AP[ I' STD DEPARTMENT� _ BIO ITEIA IINCLU0E3310EWAtJ(RAIAPS) 6 1Im VARIES IEEE NOTE 6 MVI "'EMOTES) MENT BETE SID EWALK V CCN *RUCTgN.q•rl 1 SEE NI J CEMEMCUNCRETE ROTE IV RA- WITH IIN B CURB ■ GUTTER 3tD ri YP.) SEE NOTE]1 YS' CONTRACTION JGNT (TYP ) (SEE STD. PLAN 1021 PLAN VIEW VARIES _ IEEE ND�tel B]x 1.AX SEE NmEBIMI 1 S• MIN VMIN CEMENT CONCRETE S'AtIN OEPREBSEUCURBa GUTTER Sx1EYALLK IBEE STD. PUN 102, LS• ExPANSION JONT RYP I SEE NOTE ]I O SECTION IR' R(IP., SmEWMX VADIH 10% DIFFERENCEINSLOPEMU( - DRIVEWAYW.' ITNE SLOPE ISLOPE SHOWN EXAGGEMTEDI tSY. sx ' ' - DRIVEWAY r,µ <uN P e DRNEWAY Wr RELATIVE -�_- BE 1. O NEGATIVE SLOPE (MOPSMOWNEKAGGERATEOI / -�� CEMENT CONCRETE CURB S GUTTER (SEE NOTE ]) CEMENT CONCRE-E -. IXVnW OLIIMC SIDEWALK cum TIER ETAS STD PLAN 1N.21 TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STO. PLAN 104.2 STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE RIB APR � ® Z i Al. CONCRETE IEEE NOIE S) Gregg Zimmerman, Public Works Adm nistrator � WITH 8' PLANTER, THIS SECTION IS LEVEL WITH SIDEWALK Encompass ENGINEERING &SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 IS IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. IS Cie Elum, WA 98922 IS Phone: (509) 674-7433 ■Fax: (509) 674-7419 3/a" IClQs � OR NOTE L ^ _ _ � cESENrcDIIa�Te �- - - CUM AND ourl(aE PI AN VIW OF CFMERLINE OF FRAME° GRATE 6 1 2" 7T (I Owl' - - I /?" R. S 1 2• 1• 1' R ROADWAY FRAM AND ORATE - NOT IrIQLOm - IN CUM AND a1JTT9t 610 RE11 i SLOPE 3 � TOP OF � R.t?� ROADWAY ' s AOJUBTLEMT SECTION -NOT INCLUDED la aJM AND ourTER e10 t1EA1 CATCH &16114 -NOT INCLUDED - INcuMAND ovrlveoil) lrEM C SECTIO^. O GENERAL NOTES: 1. The Intent of this design is io faClitate the removal i of a catch basin with minimal dia4lrbe110e 1 of Itte a1fD. -. ? The expansion Joints of to adjacent sidewalk shall be adjusted to be In I �� line with these curb expansion JOlflta. CEMENT CONCRETE CURB UM. PLAN - 101.1 PUBLIC WORKS INSTALLATION AT PRO'T'D 1 DEPARTMENT CATCH BASINS � 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 SAGE WITHIN TO FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW I I I i 2" HMA I I I CENTER LINE OR - - LANE LINE 2" To e" HMA I { { 6 5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1' 1' {{{...��� 1' 1' DEPTH OF EXISTING PAVEMENT MM I p,{(y I VARIES �{ MIN MIN 2" SAWCUT AND REMOVE i\\\ i OR PLANE, SEAL WITH `- 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W I ,EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 957 MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-0319), 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. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED \ IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING, SNORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH STD0/ WSA . FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID '' PR'E:D DEPARTMENT PAVEMENT WITH OVERLAY D �1 1�, 39374 AS-GUILTS �sSIUNAL E��S 03/19/2021 N 0 . REVISION WALL V. SEE °• RAISED EDGE DETAIL 1 -0' 8' SIDEWALK LEVEL 1n' EMEND SIDEWALK TRANSVERSE 3/8'(IN)PREMOLDED JOINT FILLER 1/2'(IN)0. � MINTS TO INCLUDE BASED EDGE TYPICAL WHERE APPLICABLE ROUI DING 2`Y• 1 72"(IN)R. (TW) '• ,'� • I FOR CURB DETAILS 1 S% SEE STD PLAN 101 •, ►.'. �t4 � t �LISTINO ROADWAY a• �t •Lkt' --_ �•. �- _ _ 1• / `%HUSHED ROCK BAS SEE RAISED EDGE I - 1'-0' SIDEWALK DETNL-THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE CSTC) MIN. SIDEWALK ALL CUT OMPACT TO 95% MODIFIED PRO TOR `LOPES WITH RAISED EDGE (UNLESS REOUIREMEM WANED BY L"'.IIN)R(rvPJENGINEER)TYPICAL UNDERAllCURB, GUTTER d SIDEWALK CSTC UNDER �.0%FORCURBDETNLSCURBdOUTTER TO BE GTMICIOJESS OR 1.5% SEE STO PLAN 707 MATCH EXISTING ROADWAY CRUSHED ROCK tV 0At . ` BASE, WHICHEVER IS GREATER (TYP. FOR AHt ALL CURB d GUTTER). FINISHED GRADE I'(IN)BELOW 2'-0• sIDEwALK TOP OF CONCRETE $SURFACE ADJACENT TO CURB 7, o• 1, o• MIN. RIXl DING 72" (IN) R. (TYPJ �.0% � 1 sy, FOR CURS DETNLS SEE 6TD PLAN 10/ BRIDGE OR PEDESTRUW b'1' � •�`V�.l`%'y• ••'•r'•'� ftauNo FOR CURB DETAILS ADJACENT TO CURB BARRIER -BEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS / I /----WALL OR BARRIER t ' t/2' (IN) R. RYP.) J FLUSH SIDEWALK • 12' N) R VERTICAL - DETAIL •X - ---I •• DJB'(IN)PREMOLDED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL ((IN PREM�EO FOR SIDE JOINT FSEE ILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALty K (SEE NOTE 70) aEGTK)N$ 1R'nr'00. 1 �') FOR CURB DETaLS _7.6% 1_S%MIN_ SEE STD PLAN 101 � J• - __. _ l' �• t:• � -GROOMED FINISH OR MATCH EXISTING �- a' WIDE. SMOOTH FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE TROWELED PERIMETER SURFACE FOR PLANTING -FLUSH IF PAVED � t6,•O, fj,•g/. � K - CEMENT CONCRETE CURB ADJACENT TO SUFFER STRIP - I. `/1E/ (�oM o+p �G�TER SHOWN) i y I 2 ve• ro va• NOTES � i G 1. Four feet of the sidewalk width shall be the minimum pedestrian .._ d SIDEWALKo Rno�aNr , . � • ••tom, • , ', accessible route (PAR) free of vertical -' • • � �o and horizontal obstructions. Gratings, ► "! k • Access Covers, Junction Boxes, _ FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, PUII BO%a5 and Other CURB AND SIDEWALK (SEE STD PUN IOL]) appurtenances wtthln the sidewalk ` '`f�o� ]Is• . C � CONTRACTION JOINT must be Cush with surface, and match grade of the sidewalk. JOINT AND FINISH --'- DETAIL • • .�. i. Monolithic Cement Concrete Curb and •'P •• �2 � . Sidewalk Is not permitted in new For Other referenced NOTES see construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement PREMOIDE • Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must Comply with E � FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102,1 as applicable. -- EXPANSION JOINT - 1� PUBLIC WORKS CEMENT CONCRETE STD. PLAN 102 PPRO�,I?D: � DEPARTMENT SIDEWALK j fl/`] f �� � 17 VARIES: 4.5• MIN. LANE LINE MARKING 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 � 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT � J 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 BF HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL Z' 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 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR F'PR : 1;D DEPARTMENT RIGID PAVEMENT WITH OVERLAY j� I SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03/19/21 SDM CHECKED: EDM BY DATE APPR APPROVED: NEM SCALE: N.T.S ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATA M CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT ' DEPRESSED MONOLITHIC CONCRETE / CURB &GUTTER SIDEWALK (SEE DETAIL THIS SHEET) - TYPE C28 -ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) 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 cLIRe (see std. plan 102). Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway aeacC '-- CONTRACTION Jain - °+rr SEE OEPaEesmcuneDETAIL on THIri S SHEETX widths exceed 30'. am0t s ire r 2. See std. plan 102 for sidewalk details. y --- ?.- ("'`• t?R tDPOF ` -ti _ ROADWAY 3. Curb and putter shown, other curb designs may be specified. � I ,' See std. plan 101 for curb details. • , ' � 1(r 4. Not used. �~�----a- • i . 5. The engineer will design all driveways to Include elevations at all NOTE DRIVEWAY LOHcnuDINAI IDaaNeloN points marked with symbol "X". All elevations are at the bade of JOINTS BHAtl HE FtnLoePrH curb tap an uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL 6. Not used. 7. For Driveway Widths Bee DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shell be spaced as shown In the corresponding I°ometrlc view. 8. Slopes shell comply with sections R303,2.1 or R303.2.2 or R3032.3 the Revised 172att -FACE OF ADJACENT alrm of Guidelines for Accessible Public1"- Rigbts-of--Way November 23, 2005 of (PROWAO). 9. Curb returns for any Type C-MAX Driveway may be approved an a case•try-caae basis.cdurrERsiniFncs 10. STREET STANDARDS = Renton Municipal Code (RMC) � A • Title IV Development Regulations �• � , ' P CHAPTER 65TREET AND UTILITY STANDARDS Section 4.6-060STREET STANDARDS DEPRESSED URB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE GIB CHAPTER 4 RwRo•MeMld, CrCommarelal -- ) 1 I CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nlardl•roflana,- Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MAX-4 Lane camm•Iresp REGULATIONS a-Burter(PrermnsSlrip), elanlL.IdoBWrar -' p PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 31'D. PLAN - 104.2 RD: DEPaR'I'btEl`T ENTRANCES -NOTES AND DETAILST� 0.5' SIDEWALK 0.5' EX. GRADE VERTICAL CURB PER DETAIL 101 (THIS SHEET) BLOCK WALL WALL, CURB, SIDEWALK CROSS SECTION Know what's below. Call before you dig. • CITY OF RENTON • Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS c� SAPPHIRE ON TALBOT CONSTRUCTION DETAILS DATE: 0311912021 = FlELDBOOK: N/A (��L PAGE: NIA Cl- DRAWING N0: 18615 U� SHEET: 14 OF: 19 R-407213 O i 00 i 2 DocuSign Envelope ID: 6EECF59S-602A4E4A-B436-A317AA639878 ONE 03 BM HOOP FOR 6' HEIGHT NCREMENT(SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 5k��t�• �F46. ab kB I u3 SAIt EACH CORNER I I i f I ' I / 43 BAR EACH SIDE Y' 93 BAR EACH WAY PRECAST BASE SECTION 03 BAR HOOP A BAR EACH CORNER 18' LAN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS DEPARTMENT EXISTING WATER LINE TESTING DETAIL PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12- CONCRETE ALL METAL PPE I6• CPSSP•. 12- STD. SPEC. 9�0&20 SOLID WALL PVC. IS• STD. SPEC. S-05.12p1 PROFILE WALL PVC. STD. SPEC. 945.12(2) I s' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTESt 1. AS ACCEPTASLEALTERNATNES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 8 O&SEI I). OR WERE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MNNUM REQUIRED REBAR SHOWN INTHE ALTERNATIVE PRECAST BASE SECTION. WRE MESH SHALL NOT BE PLACED N THE KNOCKOUTS. AS AN ACCEMABLE ALTERNATIVE TO THE RESARSHOWN N THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH HIVING A MINIMUM AREA OF D,12 SQUARE INCHES PER FODT MAY EE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20. KNOCKOUTS SHALL HAVE A WALL THICKNESS OFTMINIMUM TO 25'MAXIMUM. PRDVIOEA 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTARIN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PPE INVERT SHALL BE 5 FEET- 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROLM40ED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR MON SHRINK APPLICATIONS N ACCORDAWC WITH STANDARD SMCFKJATMDN 9 20.3(2). S. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICA NON 944.3 THEN APPLY MORTAR TD INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING LINT IL FRAME IS F LUSH WITH PAVEMENT AS DETERMINEO WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS ONRRWME NOTED, DRAWING IS NOT TO SME (HIS) STD. PLAN - 200.00 CATCH BASIN TYPE 1 GAZ 9/28/2018 I : 4,41r.4,ar..w.,lo, DATE EXISTING WATER LINE FINAL CONNECTION DETAIL XISTING WATER LINE PLAN VIEW LINE VERTICAL CROSSCNJxFL) FOR PDLYPIGGING ONE BLIND FLANGE DN TEMP WITH -TAP & &'PLUG ONE BLIND FLANGE ON BOTTOM ONE (NJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -TIFF TEMPORARY BLOCK COUPLINGS d-MIFF AFTER ALL TESTING. CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP, BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (NJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES PUBLIC WORDS CONNECTION TO WATER MAIN STD. PLAN - 300A ' • DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 45 Al DocuSign Envelope ID. 6EEC 5B6-602A4E4A-B436-A317AA636878 E EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING TRENCH WIDTH. SEE NOTE 3 PIPE ZONE BEDOINGAN) BACKF1U_ SEE NOTE 4 - 0' FOUEOIITION LEVEL 0' FOUNDATION MATERIAL. IF REQUIRED, SEE NOTE 5 CIRCULAR PIPE TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEOONO AND �' SPAN DACKTILL. SCE NOT[ 4 f7 FOUNDATION LEVEL RIGID PIPE NOTE' 1. PIPE COMPACTON LIMITS SHOWN ON THIS RAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH. THEMORIZdRAL LIMITS OF THE PIPE COMPACTION ZONE SHALL RE THE WALLS OF THE TRENCH 2 O.D. IS EQUAL 10 THE OUTSIDE DIAMETER OF A PPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARDWSDOTIAPWA SPECIFICAI IONS SECTION 24W.4 FOR TRENCH WIDTH 4. PIPE ZONE BEDIING AND BACKFILA MATERIAL SHALL BE RACED N B- LOOSE LAYERS AND COMPACTED 10 95% MAXDAUM DENSITY. S EXCAVATE UNSIABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNOATON MATERIAL CLASS A OR B PER STANDARD WSDOMMPWA SPECIFICATIONS SECDON 9-OSAT FOUNDATION MATERIAL, F REQUIRED, SEE NOTE 5 PIPE - ARCH 8' LILAC Liza" 1 PIPE TYPE COVER�um PUSLIC7 PRIVATE? OF THE APA? CORRUGATED 10 YES YES YES STEEL PIPE SPIRAL RIB STEEL 21D YES YES YES PPE _ PLAINCONCRETS 70 NO YES ND PIPE (PCP) REINFORCED CONCRETE PIPE fa YES YES NO RCPI CORRUGATED OR SPIRAL RIB 7A YB8 VE3 NO AL UMWUM PIPE DUCTILE IRON PIPE la VEB vE8 YE8 CIRCULAR PPE DIAMETER IAB�MRMOISTANCE BETWEEN EWiRELS IT TOW 1T 30"TOSW DIAMETER13 IOT TO IM• 4W ®GRAVEL BACKFILL FOR PIPE ZONE eEDDNG (WSOOT "3. M3)) OR IAIINTENANCE ROCK(WSDOT 9103.914)) PPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS Or TD 35" 12• 4r T0/4Y SPAN 13 1441'710199' 4r UNLESS DTHEILWISE NOTED. DRAWING IS NOT TO SCALE INTS) tAZ . PLAN - 220.00 1. PUBLIC WORKS PIPE ZONE BEDDING AND �1� DEPARTMENT 9/28/2018 1 ] COMPACTION - RIGID PIPE HATE TESTING DETAIL -in L-T NEW WATER LINE O VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK :45 AP FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES ' - • � � PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10 3 r93 7 �o� 1 AS-BUILTS �ss10NAL ��� 03/19/2021 N 0 . REVISION DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878 PERVIOUS CONCRETEIPOROUS ASPHALT A B PAVEMENT BASE, `6zN SEE NOTE 6 SAND LAYER (IF REQUIRED). SEE NOTE 5 ✓ \ IT MIN. ABOVE SEASONAL HIGH GROLNOWATER OR HYDRAULICALLY SUBGRADE. SEE NOTE 4 J v RESTRICTIVE LAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN(: NOTES: I. PERMEABLE PAVEMENT THICKNESSES LISTEAND D FOR POROUS ASPHALT INCLUDE WEARING COURSE AASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED PERMEABLE ASPHALT TREATED BASE IPATB) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP4•SA2 CHOKER COURSE REQUIRED WHEN ATPB IS USED 2 CRUSHED SURFACING CHOICER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(21/0PT2. 3 AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03-INU OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE, HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. A PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-05.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS COMPACT TO A DEPTH OF 6- TO M%-92% OF MAXIMUM DENSITY PER WSD072-03 3114p. OS'ERCOMPACTED SUBGRADE SHALL BE SCARIFIED 70 B' MIN AND REGOMPAC7E0. 5 PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE SUP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1 0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUNALENTS PER 100 GRAMS A B INCH SAND LAYER MUST BE INCLUDED N THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES 6 PAVEMENT BASE SHALL BE INSTALL ED PER APWA GSP 4-043(5) SOUPING AND COMPACTION GENERAL NOTES: 1. REFER TO WSOOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSP4) DIVISIONS 2-9 APWA GSP4. AND WSOOT STANDARD SPECIFICATIONS. 2 POROUS HMA SHALL CONFORM TO REOUIREMENTS OF APWA GSP 5-04 3 MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. STD- PLANS 265.DO. 265. 10, AND 265 20, AND OTHER UTILITY PROVIDER REQUIREMENTS COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4 PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHN COAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE 5 ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN2.000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WIN 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1101 USNO A 12-INCH RING SEALED AT THE PAVEMENT SURFACE 5 ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2.000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 IWHR PER ASTM C17D1 AND APWA GSP 5-04.3 AND S-06 316) 7 ROADWAYS. DRIVEWAYS. AND PARKING LOTS SUBJECT TO VEHICLE LOADING SMALL MEET STRUCTURAL REOUREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 8. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%• CHECK DAMS AREA REQUIRED PER STD. PLAN 261.20, 9 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESSOTHERWISE NOTED, DRAWING 6 NOT TO SCALE (NTSI PERMEABLE PAVEMENT MATERIAL STD. PLAN - 261.10 • PUBLIC WORKS RDvlD DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 POROUS ASPHALT DATE RESIDENTIAL STREETS ANO PEDESTRIAN PERVIOUS PCN70U5 PERVIOUS POROUS LATER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (INI MIN) (INI RIQ AO PERMEABLE PAVEMENT, SEE NOTE 1 B 6 5 4 © CHOICER COURSE. SEE NOTE 2 0 2 0 2 © AGGREGATE BASE. SEE NOTE 3 S 6 6 4 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION SIZE OF VERTICAL CROSS SHAH BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2- TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG") ONE BUN❑ FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS 13EFORE DISINFECTION OF NEW WATER MAIN Y * � • PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS MARCIi 2010 SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03119121 SDM CHECKED: EDM BY DATE APPR APPROVED: NEM SCALE: N.T.S ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: HAD 1983/1991 DATU M :45 AP TESTING DETAIL < G NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL sum-' O NEW D.I. WATER LINE � R ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. t�Y 0 STD. PLAN - 300.1 A► + PUBLIC WORKS CONNECTION TO WATER MAIN WITH t,NSo$ DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 Know what's below. Call before you dig. AORAbkCITY OF 1;R] RENTON • Planning/Building/Public Works Dept. THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ci SAPPHIRE ON TALBOT CONSTRUCTION DETAILS 01 LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A (��L PAGE: NIA `L DRAWING NO: 18615 V) SHEET: 15 OF: 19 :] R-407214 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINtED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK /--OR PLANTING STRIP �21 Me 36" MIN COVER" TWO-PIECE CAST IRON VALVE BOX WITH LUG / TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. J/- RAISED PAVEMENT MARKER TYPE 88-A / STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE THRUST BLOCK '�'`'`'' `a,:"= '�'4"'"": "- MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x B" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LE LEVEL ALL GROUND VEL ALL GROUND MIN 3' RADIUS y MIN 3' RADIUS 1 ONE MAN ROCK o �6 1 1 // • 6" CONCRETE PAD 6 L`- 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT 0� MARCH 2O10 WATER MAIN 2" CLOSE NIPPLE � 2" 90' ELBOW ONCRETE BLOCKING IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN - PLANTER OR CAST IRON BOX IN PAVED &,.OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90" ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX -I - WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED - 2 1/2" NST (HOSE) GATE VALVE, SCREWED AND 2 7/2" FNST 2" GALVANIZED CAP WITH GASKET PIPE 12" LONG 2" CLOSE NIPPLE 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90" ELBOW _ AND 90' ELBOW. INSTALL 4 MIL POLYETHYLENE oa o 04�0'0 °o oa 18" MAX. 2" 90' ELBOW PLASTIC COVER OVER WASHED o Qo ❑ ❑o o° G P° o❑�G' Sod GRAVEL. CUT HOLE FOR PIPE -000 oGo on 10 CU, FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION ' ■ PUBLIC WORKS 2" BLOW -OFF STD) PLAN -- 340.1 DEPARTMENT PERMANENT ASSEMBLY (ARCH 2010 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419 MARKER MARKER MARKER I � , I , TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKERMARKER FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS 4" RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) Y * PUBLIC WORKS HYDRANT MARKER LAYOUT PLAN - 310.3 r DEPARTMENT N, MARCH 2O10 DocuSign Envelope ID: 7CDD886C-C843439E-9366-C6DSBOF8BBB7 MANHOLE FRAME AND COVER 6" SEE STD. PLAN 401 } 12" - MAiC. - ADJUSTMENT RINGS AND MORTAR JOINTS +_ SEE NOTE 5 I rl CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-4-43 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 1' MIN. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL- .2"!TYP' LADDER -POLYPROPYLENE i SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF 1% +: PRECAST BASE SECTION OR CAST IN SHELF- 'B' '..... , : ,• •NOT I TO SCALE IA, ,B, .C, ID, ,E, 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" B" MIN. 5.5" MIN- 24" MIN, 24" I-D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES, 1, STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401, 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE U3F OF SHiM5 IS PROHISITEO. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHAME COATING; WASSER MC-SHIELDCOAT 100 OR APPROVED £DUAL; COLOR OF COATING SHALL BE WHITE. 7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE DR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. STD. PLAN - 400.1 D PUBLIC DEPARTMENT WORKS STANDARD SANITARY MANHOLE Lyw__ 9/11/2019�1` DEPARTMENT GISIZ GATE k�a 1 AS-BUILTS 03/19/2021 N 0 . REVISION 2:12 P 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCCC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE 36" MINI COVER - o � l7TY PIPING PRIVATE PIPING w Z IN UNIMPROVED RIGHT OF WAY INSTALL Z I ZI METER BOX AT PROPERTY LINE WATH 12" t=' w • LONG COPPER TAILPIECE. w SIDEWALK a I -79 TOUCHREAD WATER METER TO BE 12' SUPPLIED BY THE z :1 CITY � g TYPE "K" SOFT o 0 COPPER TUBING `� M1 NEW DUCTILE IRON WZ IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 APT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER• FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET TION STOP WITH BALL VALVE. FORD COPP Rc TT R FOR 1" METER, FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-41SWCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET NTH QUICK JOINT. PADLOCK WINGS ON (V FB1000-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- " ' DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST :F AND FRONT EDGE OF PIT UD TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. G• PUBLIC WORKS 3/4" AND 1" WATER SERVICE STD. PLAN - 320.1 7� DEPARTMENT NOVEMBER 2009 11116EETIESM met 16 s6mu LIFT afe lITI�sH� ''� } 1'. [HAWETE�R OD- �4 Wx1 . (ALUM6/r - TT A t.S tf�ILjU 12Et- PAk, 9E77k?StCLASS-ph SAND OR ASPF1 ALT FOAM - JM T-1' 2-104, KLr GET 14L 45' 1 r/0) 4CW PIPS MAkFWAL AS '1PtCM G Ov THE -EWhEff a, II4) IIIND. MaIlk t. :r Aw 6" cmph-IDUT FaNCS AND OYdRS M SEkWR MAINS 94AL[ E EASF jUMM IRDN *DWS, INK ** wit IFRdOR CT hC DP)MW�r OR f 'CG CWk CLCAN OWT *04I_ M9 A M ATEA TIPHT ASWE I_r R. ITN VMMW PWKD {A. MA5, P%M Any �{W ATM Cm, r-fr '+�'y�I�yM FIE WNUI'TA 1; 'A S 0"9. PAP •'•�1• 1jP TMI< MQ " W"P. SR11. FILM - M113 PQDI•K WORIK5 9- OR b" r-EEANOUT PEFOATMEMT FORSEANITARY SEWER MAIN GAZ 41111) 20]L I 4 NT SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03/19121 SDM iCHECKED: EDM BY DATE APPR I APPROVED: NEM L]-2 11-1/4- BEND 22-1/2' BEND 45' BEND 14 CAP TEE 90' BEND Ole: THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIiZM SILT OR FIRM SILTY SAND C:J PACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 T/4- 90- 45' BEND 11 1 /4' go' 45' BEND 11 1 /4" FITTING BEND TEE CAP OR PLUC do 22 1/2' BENS] TEE CAP OR PLDG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BLND BEND BEND 4" 7.0 4.2 4-2 1-7 2.9 2.1 2.1 1.0 2.2 1-6 1-6 1.0 6 13-3 9.4 9-4 3.8 6-7 4-7 4.7 1.9 5.G 3-5 3-5 1.4 8 23-3 16-7 16.7 6-7 11-7 8-4 9-4 3-4 8.8 6-3 6-3 25 12 53.0 37.5 57.5 T, 0 26.5 16.6 19.8 7-5 20.0 14-D 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-O" MIN, COVER FOR WATERMAIN LESS THAN 12". 4'-V' MIN. COVER FOR WATERMAIN 12 OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BEARING AREA REFERS TD THE FACE OF BLOCK MEASURED IN 50IJMC FEET 11 LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN $HALL BE DETERMINED BY THE ENGINEER- 2, ALL BLOCKING $HALL RE POUREO IN PLACE AGAINST UNOIBTURDM NATIVE CROUND. 3- ALL POURED THRUST BLOCKS SHALL BE DACKFILLED AFTER MIN- I DAY_ PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2-)- S. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR CLANGS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. L- J QO QO O 0 O (�I J Y CONCRETE BLOCKING FOR STD. PLAN - 330.2 * PUBLIC WORKS HORIZONTAL AND DOWNWARD * DEPARTMENT VERTICAL BENDS MARCH 2O10 Know what's below. Call before you dig. SCALE: VERTICAL: NAVD 1988 • N. T. S HORIZONTAL: NAD 1983/1991 CITY OF PRI RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY THESE PLANS ARE ",AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS M0 W O SAPPHIRE ON TALBOT CONSTRUCTION DETAILS LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A PAGE: N A DRAWING NO: 18615 V) SHEET: OF: 16 19 R-407215 41 W I 2 2 NATIVE SO, TO 90% R, W (SEE NOTE 7) --I,, LIMITS OF PIPE ZONE BEDDING MATERIAL FOR 1 SANITARY SEWER PIPE O-D, OF PIPE (SEE NOTE 5) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES: 1. 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 7-00 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST 9E 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- 5TO. PLAN - 405 >~�" PUBLIC WORKS PIPE BEDDING �l� DEPARTMENT FOR SANITARY SEWERS 0 ROCK WALL DETAIL N. T. S. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 r IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. • (509) 674-7419 Rnr,v OR KEYSTONE ( WALL AS NOTED )RATED PIPE AT IF NEEDED rya I EX. SEWER MAIN PROPERTY_ LINE _ _ SPOOL (LENGTH AS NEEDED) _ j o 6" SEWER STUBS : FUTURE 4' SIOE SEWER J\ISIEWEI oF-=_______� MAIN X 6" TEF Z'�F 4•' STUD MARKING POST PAINTED TEE I E- CAP WHITE WITH THE WORD 'SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE z I WRAPPED AROUND THE STUD AND 3 . EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) a I k, j 3 II P �I x �I ---r L---j BEND AS - REQUIRED /-EXISTING SANITARY /A SEWER MAIN ,... uIu -;I OPE �.J SEWER STUB SEWER MAIN SIZE X 6" TEE 6'Xfi"X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER- ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN -OUT ADAPTER HUB PLUG (OR APPROVED EQUAL) ` FUTURE 4" SIDE SEWER 5"X6"X6' WYE FUTURE 6"x 4" REDUCER A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE' USING-STRONC-BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK• FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), C. PVC & C800 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. �t 3000 PSI MIX /sh O NRN CONCRETE BLOCKING 'Lg p11•- B�• "� G� p% iAIN SLOPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT Mgljq HETWEEH 25- AND 45• IYPICAL 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 - STANDARD SIDE SEWER STD. PLAN -406.1 v PUBLIC WORKS A VEO: 3R\ DEPARTMENT INSTALLATION (SEWER MAIN To PROPERTY LINE) DA \ d � VI Q PROPOSED 15' \ PRIVATE STORM STA 30+82.50\ EASEMENT END CONCRETE \j DRIVEWAY BEGIN REC #------- GRAVEL ACCESS ROAD SECTION PER STD 234.5 (SHEET 19) e •I a f LOT 15 L� 1,820 S.F. 1,7� a • ,I• a II r 14 LOT 13 5 S. F. 1,820 S.F. I I I I 45' TW=139.0 1 ' 15' BW=137.0 1 I I 1 TAX PARCEL I TW=138.0 I : I . `. VAULT ACCESS I 312305-9022 11 BW=13ZO TURN ARAM OPEN SPACE/ ®25' TREE RETENTION/ 1 STORMWATER ' 13,109 S.F. 00 TW=138.0 LOT 1 BW=137.0 I I' I RENTON SHORT PLAT o #399-79 1 PROPOSED 15' PUBLIC REC. NO. 8005139001 SEWER EASEMENT / • I I � I \ N88'53'06"W 1 •. 15' PUBLIC SEWER I' EASEMENT TAX PARCEL • REC. #------------- I 312305-9091 VAULT ACCESS TURNAROUND SCALE = 1 " = 20' Mo., 1=- -ass caP.dt�:,. µy - tea: - r+.' r�' : r' ■" tml, ►"'i 7• d -•i i C"' 1. Yddd s i' :•. •i. •d - - =i'r `- Li �r_'a'i..}i• r.t �r?,a.-ram-' r d • a+ 'r• .P i .•k v.=ar :,a.1r' s �'f'ii•._ •`1r•� L'i' ^ . - �'� � ;, _Y`�-••� ip a I ::5 �dWpAC ea eL,6VATlo�l SEl=EC7 -00x - m��'rir,W NOTE: Manumnt Case & C6VW 1. STANDARD MONUMENT CASE AND COVER NASHINGTOK-STATE DEPARTMENT OF RISHWAVS 1975, 7. TA- CAST [NG5 SHALL. BE GRAT-IRON CASTINGS, AMAK CLASS 40. THE_,COVER AND -SEAT SHALC.HE MACHINFD'SO'AS.TO HAVE'PERFECT CONTACT AR.4UND•THE ENTIRE CIRCUMFERENCE -AND FULL•'NIDTH OF BEARING 5URFACE. 3. WHEN THE'MBNMENT CASE AND- COVER - ARE PUXED IN CONCRETE PAVEKENT, A CEHEHT COHCRET'f-BASE NILL'RDT'BE NECESSARY, A'D Q IP T'�y.D, 4. SEE CITY OF'AENTON SUPPLEMENTAL SPECIFICATION 5EC'TIM 7-05.3(l) FOR rCY a CITY 0]741 17'rD?+i ADJUSTMENTS TO GRADE. _ STAN15APM PLAIiN f 'P EST DATE: LF OyD. W " N, � e a �•� 39374 �� sT j 03/19/2021 SURVEYED: SDM SCALE: N. T. S VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DESIGNED: EDM DRAWN: TLK ONE INCH 1 AS-BUILTS EDM 03/19121 SDM CHECKED: EDM AT FULL SCALE I F NOT ONE SCALE SACCORDINGLY NO. REVISION BY DATE APPR APPROVED: NEM !V DWO NAME. ER-04 SP PA�ifi: 8031 Know what's below. Call before you dig. CITY OF V`R] RENTON Planning/Building/Public Works Dept. ogs NO THESE PLANS ARE 'AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ic� SAPPHIRE ON TALBOT CONSTRUCTION DETAILS LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A PAGE: NIA CL DRAWING NO: 18615 U-) SHEET: 17 OF: 19 R-407216 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 DocuSign Envelope ID:6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 (ZO V 00 Z v: UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL I OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 3"•4' ARSORIST WOOD CHIP MULCH, SEE STD- PLAN 262.60 3"OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5', FOR A SETTLED DEPTH OF 8") 2', 4', 9', 12'. OR 24' ONE #3 BAR HOOP FOR 6m HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION N3 BAR EACH CORNER #3 BAR EACH SIDE TOP AND BOTTOM #3 BAR EACH CORNER IS' (MIN. #3 BAR HOOP SEE NOTE 1 rPUBLIC WORKS - DEPARTMENT ONE#3BAR ACROSS BOTTOM PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER RBINPORCEO OR PLAIN CONCRETE 1r ALL METAL PIPE 15• CPSSP', STD. SPEC. 9-US20 12' SOLID WALL PVC, STD- SPEC- S-05-12(I } I5, PROFILE WALL PVC, STD, SPEC- 9A5.12(2) 15" *CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION y95. SO(9)I, OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REWIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE 7O THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA, OF 0-12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN IF- KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2-Y 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 SE 5'. 4. THE FRAME AND GRATE SHALL BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY RAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. 6. THE STRUCTURE OPENING DIMENSIONS SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GRCUTED FULL AFTER THE INLET HAS BEEN PLACED- USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20-3(2)- 6. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 0-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES- S. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTEL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION - UNLESS OTHERWISE NOTE0. ❑RAWING 1$ NOT TO SCALE (NTSI STD. PLAN - I00.30 ATPWVED; CONCRETE INLET GAZ 9/28/2018 1 DATE DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 PLANTING BEDSIUNDISTURBED UNDI5TLI RBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 GRASS: SEED OR SOD UNDISTURBED NATIVE SOIL GRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6 25" OF SITE SOIL (TOTAL AMENDED DEPTH DF 9.5, FOR A SETTLED DEPTH OF V I- SUBSOIL SCARIFIED 4' BELOW SUBSOIL SCARIFIED 4" BELOW - ^ h %� .� �'. COMPOST AMENDED LAYER COMPOST AMENDED LAYER (ir E3ELOW SOIL SURFACE) (IZ' BELOW SOIL SURFACE) �,. ;/ -y/ OPTIONS 2,3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLAN I ING BEDS T URF(LAWN) AREAS 3'4" ARBORIST WOOD CHI P MULCH, SEE STD - PLAN 2$2.60 6"IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 8" BELOW IMPORTED TOPSOIL MIX t� PUBLIC WORKS ,11 DEPARTMENT 12' OPTION 5 - IMPORTED TOPSOIL :45 AP GRASS: SEED OR SOD NOTES: 1. AREAS OF HD DISTURBANCE TO BE FENCED AND EXSTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS- 8'IMPORTED TOPSOIL GENERAL NOTES; fGOMPACTIECTEO DEPTH) 1, TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL 15 2. COMPOST TO MEET STD. PLAN 262.&0. SCARIFIED B' BELOW IMPORTED 3- COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE 7O 85%OF STANDARD PROCTOR, 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS- IJNLES$ OTHERWISE NOW D. ❑RAWI NCB 1$ NOT TO SCALE (NTSI STD, PLAN - 264.00 APPR D' SOIL AMENDMENT SECTIONS GAZ 9128/2018 •rwm�c+nm,�,�.iaior ❑ATF Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. • (509) 674-7419 :45 M 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. IV MAX. FLAT SLAB TOP 4W. 54', 60', 72-, 84', 98', 129' OR 144•o SEE NOTE fi, TYP. 15' MAX. FOR MAINTENANCEISEIPARATE S DR ER I 1"MIN. 4 2-5' MAX. 1 REINFORCING STEEL, (TYP-) 12'MAX- GRAVEL BACKFILL FORPIPE ZONE 1rBEDDING PER WSDOT STD. SPECIFICATKN SECTION 9.03.12(3) INTEGRAL SASE PRECAST PRECAST WITH RISER NOTES: I- NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF T 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. 5. ALL GRADE RINGS. RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04A 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-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- 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S AI RECTION5. 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 JOINT'S SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. • PUBLIC WORKS y11 DEPARTMENT SHACKLE RODS 1 1 CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM 3CNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4" 6' 36" 8" 54• 4.5" 8" R2" 8' 6p" 5' 8' 48" B" 7r 6' 8" 60' 12' 84' 8, Ir 72' 12' 96' 1 8' 12, 84" 12, 120" l0" 121, 96" 12' 144' 12" 12' 10S• 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL GPSSPI SOLID WALL PVC PROFILE l IALL PVC' 48" 24' 30" 24" 90' 30" 54" 39" 36" 3W 36, 36" 60" 36" 4T 36• 42" 1. 72' 42" 54• 4Z' 48" 48" 84' S4• 69• 54" 48' 48' 98" 69' 72' 80' 48' 48" 120, 6fi" 84" 60' 48, 48" 144' 78" 9fi" 6W 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05-N9 'STD. SPEC. 9-0S.12(1) 'ETD. SPEC. "S-12(2) CATCH BASIN TYPE 2 STD, PLAN - 201.00 GAZ 9/28/2018 DATF TYPE A BLOCKING � 5 J TYPE B + PUBLIC WORKS CONCRETE BLOCKING FITTINGS OR VERTICAL STD. PLAN - 330.3 DEPARTMENT MARCH 2O10 D D. WA _-7 4021 1 AS-BUILTS NO. REVISION :45 A %E1 4" FLAT FACE GOTHIC 9CIA 4" 8-1316'DIA CI CI &178'DIA 10-112' DwSCREW fRLLENNEROj W1E1AN3HR8I6'DIA(1) OPEN P{CKHOL5+8' ON A 8' DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST I RON FRAME AND COVER, SEE NOTE 3-I- I I Q�L1111TE 8' GLA3ASPHALT, S PAVED AREA (TYP.) 12, EXTEND CLEANOUT RISER T ABOVE DESIGN PONDING ELEVATION OR PER PLAN - DESIGN PION DING ELEVATION - 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-N-12(4) []� FERNCO GASKETED QUIK CAP OR SIMILAR r4" STREAMBED COBBLES / PER WSOOT 9A5-11(2) CLEANOLPT RISER, SEE NOTE 2 -✓ _ CLEANOUTRISER, -_T- SOIL TIGHT 4V BEND SEE NOTE 2 WYE SOIL TIGHT �T7TWT7T� COUPLER f UNDERORAIN, FOOTING ' DRAIN COLLECTOR, OR , ROOF DRAIN COLLECTOR ., PIPE. SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA 4-, TO OVERFLOW .-- STRUCTUREOR-.:.-'*.:`,•Essy STORM MAIN '.'. MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE &INCHES MINIMUM PRIVATE. &INCHES MINIMUM PUBLIC- UNDERDRAIN PIPE PER STD- PLAN 262.101. 2. CtEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO- 90367549801 OR APPROVED EQUAL- COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKEO'STORM'- 4. FOR CLEAHOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA. POUR 8" 7HK:K, 2'xZ SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.NO PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR- AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE- AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE- CLEANOLITS SHALL SE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE $014, TIGHT- S. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF SIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, U NLESS OTHERWISE APPROVED BY THE CITY- LINLESS OTHE RWISF NOTf D, ❑RANI NC IS NOT TO SCAL I (NTSI STD, PLAN - 226.00 PAPPROVED' PUBLIC WORKS DEPARTMENT STORM SYSTEM CLEANOUT GAZ 912812018 UR DATI - a _ -�IlII L •+u.� IU --UL165Yt :. �L-y4.eLk r. NA-Cb 31W:IF BEQIFI ..._ -'ram ■ r � f IP Mill t 1 • I 1 1 qP 7 f i t w E ■ T i9 i + !i f .II - •• .. - I .. . A' .. - • _L' ''�I i-' -- .I .I .-Mb - is „ ''A -4. . _�;-.yL• rP,. w 'P c-: .,- %Y •. -L.= A L+-,'F' V '•Ih 4F -rF + oG Tr P[KAIcO TM 1 SAN I TARP MANHOL E ' ALLOW GAZ 9 r ill�if� I SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03/19121 SDM CHECKED: EDM BY DATE APPR APPROVED: NEM : 4 5 AP Know what's below. Call before you dig. SCALE:1988 VERTICAL: NAVD HORIZONTAL: NAD 1983/1 991N.T.S CITY OF %R] 17 RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY v / O O 0MI J IN COMPLIANCE WITH CITY OF RENTON STANDARDS (0 W Q O SAPPHIRE ON TALBOT CONSTRUCTION DETAILS DATE:03/ 1912021 = FIELDBOOK: N/A PAGE: NIA CL DRAWING NO: 18615 SHEET: 18 OF: 19 R-407217 DocuSign Envelope ID: B I 6C E03A-E D99-4F 11 -S559-FES382C92B FB DocuSign Envelope ID: BEECF5B64502A-4E4A-B436-A317AA638878 V oo ON IN N 11 2 1.5" RADIUS B ( TYP) A EC]Z diD D E 0.3" BORDER (TYP.) ED§ SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT C40MPH) 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 ELECTRDCUT 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 (REEL.) BACKGROUND - GREEN (REEL.) POST MOUNTED TD. PLAN- 134 + * PUBLIC WORKS STREET NAME SIGNS APPROVED: DEPARTMENT CZ 7/30/2018 DATE 4" FL.xP•E. DUCTILE PON CLASS 52 CEMENT LINED PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY PACIFIC WATER WORKS SUPPLY CO INC. PRIVATE CITY PIPING PIPING 12" - 4 l 7'-C TEE (MJ w FL)LON3'G CATE VALVE (FL x MS) 2,-4„ 2•-4„ E BY-PASS ASSEMBLY SHALL HE INCLUDED AS PART OF THE DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY. TOUCH READ PIT UD SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA, DRILLED HOLE IN COVER - INSTALL EPDXY NON -SHRINK GROUT /F4' DUCTILE IRON CLASS 53 P.E.xP.E. PIPE, CEMENT LINED, LENGTH 70 FIT, r--DEADMAN BLOCK REQUIRED TO BUILDING CONCRETE BLOCKING L 12• ALL AROUND IN GATE VALVE (MJ) WITH INDICATOR POST, INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE, PAINTED RED. 4" FLANGED COUPLING ADAPTER EQUAL TO ROMAC, ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES. APPROVED CROSS --CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. PLAN TOUCH READ PIT LID SENSOR U UPRECAST CONCRETE VAULT WITH 2 - 3'x3' HINGED MOUNTED ON STEEL PLATE STEEL PLATE COVER. DIMENSION 4'-B' x 7'-W x 7'-0" COVER THROUGH 2" DIA, UTILITY VAULT CO. 577-LA OR EQUAL. GALVAN12E6 DRILLED HOLE IN COVER. CSTEEL LADDER 48" INSTALL EPDXY NON -SHRINK GROUT (TYP.) 7'-0" 12" - �12„ 2•- I • CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS. ELEVATION NOTE: 6" MR. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM INSTALL GALVANIZED LADDER FOR ACCESS AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS COMPACTED FOUNDATION DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF GRAVEL HEALTH CERTIFIED BACKFLOW ASSEMBLY TCSTER- TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL Ya FLARE TEST COCKS WITH Yi' FLARE CAPS. PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUTSTD. PLAN - 360.3 DEPARTMENT STANDPIPE OUTSIDE INSTALLATION MARCH 2O10 Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. • (509) 674-7419 4:0 NO PARKING ANY TIME 7 PF 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); 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATION EXCEPT ON STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN. TYPE'A' TYPE 'B, 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 9" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BCTH SIDES) 7-1/2" X 7-1/2" 1" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1/2" 0 45' CHAMFER ALL EDGES 2•' (2)M4 HORIZ. TOP k BOTTOM I GALVANIZED STEEL HASP FOR LOCK & (2)#4 VERTICAL (PER SIDE) 2 x6" STEEL HINGE WELDED TO 9-1/4"0-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS ' ND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/4" CHAMFER Ir��2"0/8" 1/2" DIA. z 2" ANCHOR BOLT, WELDED TO SPACER JOINT MATERIAL CRUSHED SURFACING 8-1/4" 12" N0TE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED CITY OF RENTON « . 3TAN11AIiD PId173 •T BST DATE: 04/04 -..•--•�.. �. .--- - nWG NaLIC• Nn91 VP PA(:F- H(171 4' CRUSHED SURFACING TOP COURSE(CSTC) PER V1ODOT STD, SPEC 9.03.0(3) 1T QUARRY SPALLS PER WSDOT STD SPEC 9.13.115) GRAVEL ROAD OPTION WOVEN GEOTEXTILE FABRIC FOR SEPARATION PER TABLE 3 FROM WSOOTSTD SPEC9,3320) ASPHALT ROAD OPTION 4' HOT MIX j-ASPHALT (UMIA) NI[ rms.. 1. ACCESS ROADS SMALL BE LOCATED IN THE STORMWATER TRACT OR PUBLIC RIGHT-6F•WAY AND SMALL BE CONINEC TED TO AN IMPROVED PUBU C RIGHT-OF-WAY. 2. MAINTENANCE ACCESS RDAD(S) SHALL BE PWOVIDED TO THE CONTROL STRUCTURE AND OTHER DRAINAGE STRUCTURES ASSOCIATED WITH THE POND (E.G.. INLET, EMERGENCY OVERFLOW. OR BYPASS STRUCTURES)- MANHOLE AND CATCH BASIN LIDS MUST BE IN OR AT THE EDGE OF THE ACCESS ROAD AND AT LEAST THREE FEET FROM A PROPERTY LINE RIMS SHALL BE SET AT THE ACCESS ROAD GRADE. 3, AN ACCESS RAMP IS REQUIRED FOR REMOVAL OF SEDIMENT WITH A TRACKHOE AND TRUCK. THE RAMP MUST EXTEND TO THE POND BOTTOM IF THE POND BOTTOM IS GREATER THAN 1.500 SQUARE FEET {MEASURED WITHOUT THE RAMP) AND IT MAY END AT AN ELEVATION 4 FEET ABOVE ND THE POBOTTOM IF THE POND BOTTOM IS LESS THAN 1 500 SQUARE FEET (MEASURED WITHOUT THE RAMP). PROVIDED THE POND SLOPES ARE 3H 1V OR FLATTER. 4, THE INTERNAL BERM OF A WETPOND OR COMBINED DETENT10H ANO WET POND MAY BE USED FOR ACCESS IF IT IS NO MORE THAN 4 FEET ABOVE THE F IRST WETPOOL CELL, IF THE FIRST WE TPODL CELL IS LESS THAN 1.5 ER SOU ARE FEET {BOTTOM AREA MEASURED WITHOUT THE RAMP I. AND IF IT IS DESIGNED TO SUPPORT A LOADED TRUCK. CONSIDERING THE BERM IS NORMALLY SUBMERGED AND SATURATED 5. ACCESS SHALL BE LIMITED BY A DOUBLE -POSTED GATE IF A FENCE IS REQUIRED, OR BY BOLLARDS BOLLARDS SHALL BE DESIGNED IN ACCORDANCE WITM THE CITY OF RENTON STANDARD PLANS 6. ACCESS ROADS AND RAMPS SHALL MEET THE FOLLOWING DESIGN CRITERIA: 6.I, MAXIM LIM GRADE SHALL BE IS% FOR ASPHALT PAVING AND 129E FOR GRAVEL. 6.2. DUTSIDE TURNING RADIUS SHALL BE 40 FEET MINIMUM 6.3. FENCE GATES SMALL BE LOCATED ONLY ON STRAIGHT SECTIONS OF ROAD. 6.4. ACCESS ROADS AND RAMPS SHALL BE 15 FEET IN WIDTH ON CURVES AND 12 FEET ON STRAAKT SECTIONS. 6.6. A PAVED APRON SHALL BE PROVIDED WHERE ACCESS ROADS AND RAMPS CONNECT TO PAVED PUBLIC ROADWAYS THE APRON SHALL BE CONSISTENT WITH DRIVEWAY DETAILS IN THE CRY OF RENTON STANDA RD PLANS. SEE CONSTRUCTION PLAN S FOR SPEC I FIG PROJECT REQUIREMENTS. 7. ACCESS ROADS AND RAMPS SHALL BE CONSTRUCTED WITH EITHER THE GRAVEL ROAD OPTION OR ASPHALT ROAD OPTION. WHERE ACCESS ROADS AND RAMPS PASS OVER EMERGENCY OVERFLOW SPILLWAYS, AN HMA WEARING COURSE IS REQUIRED (SEE STANDARD PLAN 234.10) 8. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT RECKAREMENTS. r CRUSHED SURFACING BASE COURSE (C59C PER WSDOTSTD SPEC 9.03.9(31 UNLES$ OTHE AWISE NOTE h, DRAWING IS Not Ia$C U INTSI APPROVED. STD. PLAN - 234.50 • PU6DEPARTMENT WORKACCE55 ROAD AND RAMP GAZ 9/28/2018 I DATE OyD. W N, � e a 3 374 �� � � sT j SSIONAL T'1`� 03/19/2021 SURVEYED: SDM SCALE: N. T. S VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DESIGNED: EDM DRAWN: TLK ONE INCH 1 AS—BUILTS EDM 03/19121 SDM CHECKED: EDM AT FULL SCALE I SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: NEM : 4 S CIF Know what's below. Call before you dig. CITY OF V`R] RENTON - Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT CONSTRUCTION DETAILS ogs NO Ln QO O ((��I 0 Q J LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A PAGE: NIA CL DRAWING NO: 18615 U-) SHEET: OF: 1 19 R-407218 U TREE RETENTION CALCULATIONS TREE RETENTION PER RMC 4-4-130 TOTAL NUMBER OF VIABLE TREES OVER 6" IN 65 DIAMETER ON PROJECT SITE DEDUCTIONS: - TREES IN PROPOSED PUBLIC STREETS: 11 - TREES IN PROPOSED PRIVATE ACCESS 1 EASEMENTS / TRACTS: - TREES IN CRITICAL AREAS AND BUFFERS: 0 ONSITE TREES SUB -TOTAL: 53 TREES REQUIRED FOR RETENTION: 11 (53 TREES @ 0.2 = 10.6 TREES) TREES RETAINED: 4 TREES REQUIRING MITIGATION: 7 REQUIRED REPLACEMENT INCHES: (12) x 7 = 84" REQUIRED REPLACEMENT TREES: 84" / 2" = 42 TREES (SEE LANDSCAPE PLAN FOR TYPE AND LOCATION OF REPLACEMENT TREES) EXISTING TREES TO REMAIN Sapphire Homes 4827 Talbot Road South Tree # Species Renton, WA DBH (in) I Height ft North TREE SUMMARY TABLE South 1 East West _ Condition Ben Mark, Bob Layton Jul 3, 2018 Comments 4 Lombardi poplar 1 231 1101 14 14 14 12 Good Typical 5 Lombardi poplar 17 85 12 12 10 10 Good Typical 6 Oregon Ash 18,20 851 14 18 16 16 Fair Forked, crown dieback 7 Black Cottonwood 21 941 20 20 20 20 Good Typical EXISTING TREES INFORMATION FROM: AMERICAN FOREST MANAGEMENT "ARBORIST REPORT" / DATED 7/9/2018 4827 TALBOT ROAD SOUTH RENTON, WA. EXISTING SIGNIFICANT TREES TO BE REMOVED Know what's below. Call before you dig. V'P] CITY OF RENTON Planning/Building/Public Works Dept. THESE PLANS ARE 'AS -BUILT' AND THE INFORMATION SIOWN ACCURATELY REFLECTS EMSTING FIELD CONDITIONS AS OF THIS DATE., MARCH 3, 2021 STEVEN D. WCASKEY FLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT PRELIMINARY PLAT TREE MITIGATION PLAN 0 m J Q Z 0 w DATE: 10/16/2018 — FIELDBOOK: PAGE: DRAWING NO: < 53-2018 L-1 OF: 3 R-407201 N ti O O W I— U AREAS OF AMENDED SOILS TYPICAL 10' ON SITE LANDSCAPING AT PUBLIC STREET FRONTAGES STREET LIGHT APPROXIMATE LOCATIONS 10' ON SITE LANDSCAPING AT PUBLIC STREET FRONTAGES 12' ASPHALT ACCESS DRIVE 250 S.F. PRIVATE YARD SPACE, MIN. 8' WIDTH, TYPICAL DETENTION VAULT BELOW GRADE 7000 S.F. COMMON OPEN SPACE REQUIRED. 13,130 S.F. PROVIDED NORTH 1,820 I 1,755 1,820 S. F. S. F. S. F. LOT 15 LOT 14 LOT 13 TREE DENSITY REQUIRED 1 I TREES PROPOSED 2 I TREE DENSITY REQUIRED 1 TREES PROPOSED 1 TREE DENSITY REQUIRED 1 TREES PROPOSED 1 EXISTING SIGNIFICANT TREES AND VEGETATION TO REMAIN EXISTING SIGNIFICANT TREES DRIPLINE Lane & Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT A PORTION OF THE NW 1/4 OF SECTION 31,T.23N.,R. 5E.,W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 4 IREVISED PER ENGINEER ARCH. SITE PLAN REV. BCL 11-6-19 3 REVISED STREET TREES PER LIGHTING PLAN BCL 10-21-19 2 REVISED PER NEW ENGINEER SITE PLAN BCL 8-7-19 1 REVISED PER NEW ENGINEER PLAN /CITY COMTS. BCL 5-16-19 BRUCE CAMERON LANE CERTIFICATE No. 375 1 NO. REVISION i m 0 1I IN 1 SURVEYED: DESIGNED: BCL DRAWN: BCL CHECKED: BCL APPROVED: BCL PROPERTY LINE LOT LINES SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROPERTY LINE 10' ON SITE LANDSCAPING AT PUBLIC STREET FRONTAGES PROPOSED STREET TREES / SEE SHEET LA-3 FOR TYPE AND PLANTING DETAIL PROPOSED SIDEWALK PROPOSED PLANTER STRIP 10' ON SITE LANDSCAPING AT PUBLIC STREET FRONTAGES Know what's below. Call before you dig. CITY OF 'D RENTON Planning/Building/Public Works Dept. THESE PLANS ARE 'AS —BUILT' AND THE INFORMATION SIOWN ACCURATELY REFLECTS EXIISTING FIELD CONDITIONS AS OF THIS DATE., MARCH 3, 2021 STEVEN D. WCASKEY PIS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT PRELIMINARY PLAT LANDSCAPE PLAN DATE: 10/16/2018 FIELDBOOK: PAGE: 53-2018 SHEET: L-2 OF: 3 R-407201 1 O m 1 Z O LU 0I _ In Q U) U PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS TREES —Pinus contorta Shore Pine 16 6' Well Branched / Matching/ Native / Replacement Tree Prunus x yedoensis 'Akebono' Akebono Cherry 13 2" cal. Well Branched / Matching / Replacement Tree Acer circinatum Vine Maple 21 2" cal./ Comb. Min. 3 stems/ Well Branched / Native Acer rubrum 'Armstrong' Armstrong Maple 25 2" cal. Well Branched / Matching / Replacement Tree SHRUBS 54 Replacement trees proposed (42 required) Erica d. 'Mediterranean Pink' Mediterranean Pink Heath 112 2 gal Full / Compact /Drought tolerant ® Cistus x purpureus Purple Rock Rose 68 2 gal Full / Compact /Drought tolerant OPolystichum munitum Sword Fern 35 2 gal Full / Compact / Native o ° Arbutus unedo Strawberry Tree 36 5 gal Full / Compact /Drought tolerant © Berberis t. 'Crimson Pygmy' Crimsom Pygmy Barberry 65 2 gal Full / Compact M Pinus mugo Mugo Pine 5 5 gal Full / Compact /Drought tolerant + Miscanthus sinensis Maiden Grass 12 5 gal Full / Compact �y Rosa rugosa Hansa Hansa Japanese Rose 28 18 Full / Compact /Drought tolerant GROUNDCOVERS Arctostaphylos uva ursi Kinnickinnick 1930 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 LAWN 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 42-2 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. RRIGATION ASSESSMENT: A PERMANENT IRRIGATION SYSTEM IS NOT REQUIRED FOR THIS LANDSCAPE DUE TO THE USE OF PRIMARILY NATIVE AND DROUGHT TOLERANT SPECIES (SEE PLANT SCHEDULE "COMMENTS"). A TEMPORARY SYSTEM IS RECOMMENDED FOR ONE YEAR. Lane & Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT BRUCE CAMERON LANE CERTIFICATE No. 375 A PORTION OF THE NW 1/4 OF SECTION 31,T.23N.,R. 5E.,W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PLANTING DETAIL STAPLE TREE `REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL � PRUNE DISEASED AND BROKEN BRANCHES SPECIFIED TREE STAKE(S)� HOSE & WIRE TIES, INSTALL 'TREE BOOT" OR SEE DETAIL ABOVE s ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP wa 1/3 OF BURLAP. PLANT TREE 1"-2" HIGHER it THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH �a WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) 18% 48" ROOT GUARD ADJACENT TO CURBS AND SIDEWALK — ��,� —18" 48" ROOT GUARD ADJACENT SPECIFIED PLANTING SOIL — TO CURBS AND SIDEWALK SCARIFY SCARIFY PLANTING PIT UNDISTURBED GROUND SIDES AND BOTTOM 12" MIN. FOR WOOD i /�� 6" DEEP, FIRM, NATIVE STAKES & 18" FOR REPAIR SOIL MOUND 2x ROOTBALL WIDTH�IN HEAVY SOILS, AUGER 8"x6' DEEP F'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. wa �xo PLANT TREE 1"-2" HIGHER— " a THAN IN NURSERY Q WATERING BASIN STAPLE TREE �REI'NFORCED 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 a 9f C P x) SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND ii 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD SOIL MOUND STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP D'1 HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL NOT TO SCALE c �t c� FINISH GRADE STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE J SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH WITH SPECIFIED MULCH NE�FIRM SPECIFIED AMENDED SACKFUL�. it SIBFERTILIZER TABLETS SCARIFY PIT SIDES AND BOTTOM 18" MINNATIVE SOIL MOUND I _ 2x ROOTBALL WIDTH I CONIFEROUS TREE PLANTING AND STAKING DETAIL NOT TO SCALE PLANT 1" HIGHER IN NURSERY FINISH GRAL SHRUB PLANTING DETAIL NOT TO SCALE EASED AND RANCHES DP 1/3 OF BURLAP D DEPTH OF MULCH TABLETS/SPECS AMENDED BACKFILL 4ND WATER THOROUGHLY IF SOIL MOUND EQUAL SPACING FP 9 Sq �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 4 REVISED PER ENGINEER / ARCH. SITE PLAN REV. BCL 11-6-19 3 REVISED STREET TREES PER LIGHTING PLAN BCL 10-21-19 2 REVISED PER NEW ENGINEER SITE PLAN BCL 8-7-19 1 IREVISED PER NEW ENGINEER PLAN /CITY COMTS.1 BCL 1 5-16-19 NO. I REVISION I BY I DATE SURVEYED: DESIGNED: BCL DRAWN: BCL CHECKED: BCL AP P R APPROVED: BCL SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PLANTING DETAIL Dripline 10 Ft. TREES Figure 1. TREE PROTECTION FENCE DETAIL, DRIPLINE METHOD mc- 452076 " �! F+� 'AL LAB THESE PLANS ARE 'AS —BUILT" AND THE INFORMATION Sh'OWN ACCORATELY REFLECTS EXISTING rtELD CONDITIONS AS OF THIS DATE., MARCH 3, 2021 STEVEN D. McCASKEY PL5 42676 Know what's below. Call before you dig. • CITY OF i 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. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT PRELIMINARY PLAT LANDSCAPE PLAN /DETAIL SHEET 10/16/2018 FIELDBOOK: PAGE: DRAWING NO: 52-2018 SHEET: OF: L-3 3 R-407201 1 O m J Q Z O TZ U) LEGEND m TYPE 1 JUNCTION BOX FP-Bl PULL BOX LIGHT STANDARD - SINGLE ARM -� LIGHT STANDARD - DOUBLE ARM 0 WIRE NOTE O CONSTRUCTION NOTE - - - PVC CONDUIT ® SERVICE CABINET m 50 KVA PSE VAULT R.A. 1 /2020 G.N. 1 /2020 R.A. 1 /2020 R.A. 1 /2020 V AF-------- - - - SOUTH 48TH STREET BREAKER SCHEDULE SERVICE & CIRCUITS MAIN BREAKER AMPS BRANCH BREAKER AMPS CONTACTOR AMPS VOLTS CIRCUIT A1,A2,13,16,18 20 30 240 REVISIONS BY I APPR. S 4 CONSTRUCTION NOTES OFURNISH AND INSTALL ALUMINUM LIGHT STANDARD, 35' MOUNTING HEIGHT, 240 VAC, DOMUS DMS5X108W48LED4K-T-LED3K AND AT 14' DOMUS DOS- 35W32LED4K- T- LE3F. INSTALL CONCRETE FOUNDATION AT LOCATIONS SHOWN ON THE LUMINAIRE SCHEDULE. SEE DETAILS SHEET SL4 AND CITY OF RENTON STD PLAN 117.1. Z OFURNISH AND INSTALL ALUMINUM LIGHT STANDARD 14' MOUNTING HEIGHT, 240 VAC, CY17T4X-VS3AR-34W-4K. INSTALL CONCRETE FOUNDATION AT LOCATIONS ON THE LUMINAIRE SCHEDULE. SEE DETAILS ON SHEET SL4 AND 10 0 10 CITY OF RENTON STD PLAN 116.1. 20 O3 FURNISH AND INSTALL JUNCTION BOXES, WIRING, FUSE KITS, SPLICE KITS, AND GROUND RODS TO MAKE THE SYSTEM COMPLETE/ OPERATIONAL. SEE DETAILS ON SHEET SL4 AND CITY OF RENTON STD PLAN 120. O4 FURNISH AND INSTALL CONCRETE FOUNDATION, SERVICE CABINET AND JUNCTION BOX AT STA 3+27, 16' RT. ON TALBOT ROAD SOUTH. SERVICE CABINET SHALL BE SKYLINE MODEL 58309-GHRS OR APPROVED EQUAL. SEE „ , SCALE 1 = 20 DETAIL SHEET SL4 AND CITY OF RENTON STANDARD DETAILS 122.1, 122.2. O5 CONNECT TO PROPOSED PSE VAULT ON THE SOUTHWEST CORNER OF S. 48TH COURT AND TALBOT ROAD S. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC), PSE DETAILS, CITY OF RENTON STANDARD PLANS, WSDOT, AND THESE PLANS. 2. THE LUMINAIRE POLES ON TALBOT ROAD SHALL BE HAPCO RSA SERIES ROUND POLE OR APPROVED EQUAL. 3. THE LUMINAIRES ON TALBOT ROAD SHALL BE DOMUS DMS5X108W48LED4K-T-LE3F AND DOMUS DOS- 35W32LED4K-T-LE3F OR APPROVED EQUAL. 4. THE LUMINAIRE POLES ON NEW STREETS SHALL BE LUMEC P135A-14-85-BKTX OR APPROVED EQUAL. 5. THE LUMINAIRES ON NEW STREETS SHALL BE CYl l T4K-VS3AR-2-34W-4K OR APPROVED EQUAL. 6. ALL CONDUIT USED FOR THE LIGHTING SYSTEM SHALL BE SCHEDULE 40 PVC, SIZED AS SHOWN ON THE PLANS. PVC SCHEDULE 80 SHALL BE USED ON ROADWAY CROSSINGS OR UNDER VEHICLE TRAFFIC. 7. ALL WIRE SHALL BE U.S.E. COPPER SIZED PER WIRING SCHEDULE. 8. POLE ID NUMBERS WILL BE ISSUED UPON INSTALLATION OF POLE. CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT 425-430-7423 FOR POLE ID NUMBERS. THESE PLANS ARE ';IS -BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EMSTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASREY PL5 42676 LUMINAIRE SCHEDULE POLE POLE POLE MOUNTING MAST ARM SERVICE/ MAST ARM / OR POLE STATION OFFSET HEIGHT LENGTH LUMINAIRE TYPE CIRCUIT POLE TYPE POLE TOP TYPE LAT / LONG VOLTAGE POLE I.D. NO. (FEET) (FEET) (FEET) (FEET) 47026'10.4553", 1 1+11 19.90' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE -122 12 50.9145 120/240 2 1 +33 19.50' RT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.4533" 120/240 -122012'50.6043". 3 1+86 19.80' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.4542" 120/240 4 2+02 19.50' RT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.0663", 120/240 -122° 12'49.5942" 5 2+45 19.50' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.4512"1 120/240 -122012'48.9641" 6 11+62 13.60' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026"0.0639", 120/240 -122012'48.6625" 7 12+18 11.90' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.6154", 120/240 -122 12 48.6447 8 12+48 11.90' RT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 120/240 12 -1221226'10.948302.3022 9 11+37 12.30' RT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47°26'09.8113", 120/240 -122 12 48.2822 10 10+92 12.30' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'09.3711", 120/240 -122012'48.6341" 11 10+62 11.80' RT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'09.0786", 120/240 -122012'48.2790" 12 10+04 12.60' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'08.5075", 120/240 -122012'48.2790" 13 3+15 17.00' LT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.3867"'If 120/240 14 3+36 15.50' RT 14' 0 CY1 7T4X- VS3AR- 2- 34W- 4K A2 P135A-14-850-BKTX LUMEC 240 PED FIXTURE 47026'10.0656", 120/240 -122 12 47.6679 15 100+87 26.00 LT 35> /14 8 /4 DOMUS DMS5X108W48LED4K-T-LE3F Al HAPCO RSA SERIES RSA 65638-010, 8 47026'11.0765", 120/240 DOMUS DOS- 35W32LED4K-T-LE3F -122012'47.2483" 16 99+61 25.90 LT 35> /14 8 /4 DOMUS DMS5X108W48LED4K-T-LE3F Al HAPCO RSA SERIES RSA 65638-010, 8„ 47026'09.8345", 120/240 DOMUS DOS- 35W32LED4K-T-LE3F -122012'47.231" 17 99+55 26.20' LT 35'/l4' 8'/4' DOMUS DMS5X108W48LED4K-T-LE3F Al HAPCO RSA SERIES RSA 65638-010, 8" 47026'08.7826", 120/240 DOMUS DOS-35W32LED4K-T-LE3F -122012'47.2200" WIRE / CONDUIT SCHEDULE RUN CONDUIT NO. SIZE CONDUCTORS COMMENTS 2" PVC 2-#10 LIGHTING CIRCUIT 2" PVC 2 #8 LIGHTING CIRCUIT Al 1 #10 GROUND 2" PVC 3 #2 TO PSE SERVICE GROUND DN TRAFFIC CONSULTANTS 8316 - 309th Avenue SE Preston, WA 98050 Info@dntraffic consultants.com PANEL SCHEDULE NO. LOCATION: STA. 10+03 120/240 VOLTS 1 PHASE 3 WIRE S-1 SERVING: STREET LIGHTS 100 AMP with MAIN BREAKER CKT TRIP TRIP CKT NO. LOAD DESCRIPTION KVA ® AMPS I AMPS 20 1 2 20 KVA LOAD DESCRIPTION NO. Al STREET LIGHTS - 15,16,17 .287 .474 RESIDENTIAL LIGHTS 1-14 A2 9 ^10 11 ,-,12 13 GFCI DUPLEX RECEPTACLE 2.40 20 13^ ^14 15^ .-,16 15 1.80 STRIP HEATER 16 17^ ^18 15 1.80 PHOTOCELL 18 19^ ^20 REMARKS: CONNECTED LOAD: 6.76 KVA 45 AMPS DEMAND LOAD: KVA AMPS SAPPHIRE ON TALBOT CITY OF RENTON SL1 ILLUMINATION PLAN SHT 1 OF 5 4 10' BSBL 4 EX. BLDG L �U� 16 4"/8" 12"/16" 6"/14" 2 4 " �O" L�SH13�nN, y CONDOMINIUM, PHASE 1 VOL. 167, PGS. 29-38 TAX PARCEL 029050-0000 SOUTH 48TH COURT I 1+I 0 - (PUBLIC) - - i- 1.5 12 O EX. BLDG 4" MAPLE HEDGE R.A. 1 /2020 G.N. 1 /2020 R.A. 1 /2020 R.A. 1 /2020 Em 2+00 - I - Alik 14„ 16" TAX PARCEL 312305-9022 14 61116 14" 3-12" �n 1 0 yl LOT 1 1 8 1' RENTON SHORT PLAT 16" #399-79 REC. NO. 8005139001 6"/1 1611/18' 161T 20" 0 (D REVISIONS TAX PARCEL 312305-9091 BY I APPR. Onnn FFr1r, 3"/8" R I"'. J 6"/8" RAVEL DRIVECY SOUTH 18TH STREET 12 14" I O ,o _ o ° . 1.9 1.71.5 O.2 .0 0�.2 t2 . 2 t2 . 0 1 . 8�. 6 1.3 . 1 r2 t .0 1.9 0 W 1.8W .7 1.5 .3 7 1. 8 z rx . 7" �. 7 1. 6 4 11 N 1.6 1.7 r� 1.7N�.7 .7 .6 W 00 g1.4 1.6 1.7v 1 1.8 8 a 1.3 T1 1. 1.5 '2.0 9 9 r0 • 1.2 1 +1 . 7 1. 9 +2 . 0 '.4 1. 1 .4 .7 1.8 1 6 1 1. 4 ® 1.1 1 .3 1 s 1.6 1.6 1.6 z TARGET .5 +0.6 1.1 .3 +1.4 1.4 1. 1.4 1.0 CAPIPEN SPRING: CALCULATION ACTUAL CONDOMINIUM SUMMARY ' .6 '0.7 1.1 1 .3 11.3 1.3 1. TAX PARCEL DESIGN CRITERIA 7 '0.8 1. 1.2 1 .3 1.g 1.3 1 1.0 .8 131600-0000 0-1 . 0 . 4 11.2 1 1 +0 . 9 +0 . 7 MAX .4 1.4 1.3 1.5 1 .5 0 1 r4' 1. 2 1 1 '0 . 9 q . 6 a 8TH ST AVG F/C UNIFORMATY RATIO ' .2 1.8 1.8 .6 .5 1.3 1 1 '0.8 .6 r '2.2 2. '2.0 .8, .6 1.3 1 1 +0.8 '0.6/ TALBOT RD 0.9 4:1 3 '2.1 .9 .3 1.0 +0.8 .6 SOUTH 1.39 2.32:1 6 2.1 +2.0 .8 .6 1.4 1.1 r0 8 r2 TALBOT RD 0.6 6:1 'i. 1.8 .71 .5 1.3 .1 e SOUTH WEST 5 +1.6 i.5 1.4 1.1E-1 SIDEWALK 1.31 3.28:1 +0 1.5 0 3 1.5 .51 .5 1.4 .2 1.2 1.4 .5 1.5 .4 � I --I 'o . 1 1 1.3 .5 .6 +1.7 .6 Q W r° 1 1 1.3 .51 .7 1.8 .8 '0 . 1 0 1.3 L .5 .8 1.9 O 'o. 1 0 1.3 .5 I 1.9 .8 w 0 r0 9 1.2 O + 1.7 .6 p r0 W '0 N 9 1.1 1.3 1.5 .4 W+0 9 1.1 .21 .3 1.3 .2 a I j '0. Z 0 10' POWER EASEMENT a r0 9 1.1 .2 L.2 1.2 �IU REC. NO. 7609240628 � � C� � 1 0 1.2 .2 .2 1.1 1.0 1 2 1.3 1. 2 1.l 0.9 1 5 1.5 1.4 1.3 1.l +0.9 '1 . +2.8 +2.1 1.9 1. 4 1.l +0.9 1.3 1.1 +0.8 '2.7 1.6 1.5 1. +.2 1.0 +0.7 +1.2 1.2 1. 1.0 +.8 +0.7 To T a a O -ASPHAL" 0 + 0 1 0c) m qF 42076 AL LAP� DN TRAFFIC CONSULTANTS 8316 - 309th Avenue SE Preston, WA 98050 Info@dntraffic consultants.com SAPPHIRE ON TALBOT CITY OF RENTON THESE PLANS ARE "AS -BUILT' AND THE INFORMATION SlgOWN ACCORATELY REFLECTS EX6TING FIELD CONDITIONS AS OF THIS DATE., MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 SL2 PHOTOMETRIC CALCULATIONS TALBOT ROAD SHT 2 OF 5 ASHBURN, A CONDOMINIUM PHASE 1 VOL. 167, PGS. 29-38 TAX PARCEL 029050-0000 I—J ° YIAFTT HEDGE a R.A. 12/19 G.N. 12/19 R.A. 12/19 R.A. 12/19 REVISIONS APPR. - SOUTH 48TH STREET DN TRAFFIC CONSULTANTS 8316 - 309th Avenue SE Preston, WA 98050 Info@dntraffic consultants.com CAMPEN SPRINGS CONDOMINIUM TAX PARCEL 131600-0000 S 48TH ST 5- 0 CO Q W O� >H o OU w a a 0 -U' POWER EASEMENT r �3EC. NO. 7609240628 SAPPHIRE ON TALBOT CITY OF RENTON TARGET CALCULATION SUMMARY ACTUAL DESIGN CRITERIA MAX AVG F/C UNIFORMATY RATIO �75,47 SOUTH 48TH COURT :��l. 61:1 0.6 6: 1 SIDE WALKS 0.6 TO 1.10 4.35:1 . Mee AL LAB THESE PLANS ARE "AS -BUILT' AND THE INFORMATION SHOWN ACCOR ATELY REFLECTS EX�STI.NG rIELD CONDITIONS AS OF THIS DATE., MARCH 3, 2021 STEViEN 0. I&CASKEY PLS 42676 SL3 PHOTOMETRIC CALCULATIONS PROPOSED DEVELOPMENT SHT 3 OF 5 ppp481gn Envokpa 10: 30300AIA,2040.48E&BB23-BA2WEIBSNE Lm F RLU L A1RE AND Pal RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. FINISH COLOR PAL 9005TX "JET RLAW lB-1/A` PREsTICF SERIES (CY1714) LED POST -TOP LUMINAIRE SWATIAGE PER PLANS, COW CCT, l20r2774 UNIVERSAL DRIVER. WTH VS3AR RIBBED ACRYLIC LENS) BY CYCLONE (OR APPROVED EOUALy DRIVER 91XL 8E INTEGRAL TD THE FIATURE TERIANAL BLOCK LOCATED IN THE FIXTURE rHEET LIGHT STANDARD DECAL '+.:MBERINO PER STD PLAN t2T r s7RUP'IT ALWNUUTED Y POLE DIAMETER, [PO15-14-BD46-R AL9005TX-TH43) BY CYCLONE (OR APPROVED EOIIAL) R VALE GROUT PROWDE 1/2' 01AC""' TUBE THROUGH iJK (4) OVAL SLOIn EjA�L -1 _LIAIL 8 - /5 BARS, 2" CONDUIT UNLESS �EYERLY SPACED STATED OTHERTASE (+_ PLANS .LNIER CONDIIHT � FO NDAlION BOLT O*CLE IDIA PER ANCHOR BOir - BASE RATE DETAIL, THIS SHEET) 04 HOCPS Y r2, FOUNDATION SECT ON 2• CONDUF UNLESS[—,1ROUNID POLE TO STATED OTHIERNISE ON FOUNDATION PLANS 6' FOUNDATION CAP 3/4" CHAWFER (TV) EXTEND THE CONDUIT V MIN BEYOND FOUNDAT10H OR ;HE CRNIPOLLED DENSITY BACKFILL p HOOPS O 12' 8 - IS Dos. EvENLY SPACED 2 112' CLIP VIM. BOLT JECnpA i Sill 3/4 CHAMFER 1 24 fi" HIGH FWHDAFApH CAP,;.;0:•,�rr FOUNDATION DETAIL y - ti• F 7/8• DIA Hal t/4' STEEL RATE r 2 .5" HANDHOLE - •i BOLT CIRCLE (OAA PER BASE PLATE DECORATIVE ALUMMNM CLAYSIELL DETAIL. THIS SHEFT) r BASE COVER BD46 BT CYCLONE ANCHOR BOLT TEMPLATE DETAIL [OR APPROVED [OVAL) POLE BASE CETAIL TOP OF raiNDATION. CTA IL, THIS BASE PER OCTAL, ANCHOR BOLT. 4 TOTAL. SIELT 3/47 CIA {T)P] 16' DIAMETER 3/4" HEx NUTS. STEEL (t BASE COVER REWO PER ANCHOR BOLT), FLAT WASHERS (6 REOD PER ANCHOR BOLT) ANCHOR BOLT 4..___1.,1__ __',.L — Dl SHEET PER DE TABS. _F`.S SHEET FOUNDATION DETAILS POLE ELEVATION NEIGHBORHOOD STREET + + PUBLIC WORKS PEDESTRIAN LUMINAIRE DEPARTMENT FIXTURE AND POLE DETAILS DocuSign Envelope ID: 5D308A1A-2040-48E8-BB2MA2834BB565E Izo z o I g W r2 IN fit'_ F t 2 H U w C/7 NOTE: SONATUBE SHALL NOT BE ALLOVED FOR FOUNDATION CONSrRUCTICN STD- PLAN - 116.1 GAZ VED: 3/13/2019 1 jArE \J r r iv ► A co ---- ---- co N ILL 0 z ¢ r L+7 w CL Ln w F-- 0 Z Li �L _ _ F_ a I �,,F� IFIa - F- o } - U_ _ HALO ----------- 1A£ ---------i - A I. —� r — I r 1 n LU�L--- r ` ■ �■ J------- --1 -- - - r = 3NIl LU �. 8 N 1 1 iW — ■ mil► F PUBLIC WORKS DEPARTMENT R.A. 11/19 G.N. 11/19 R.A. 11/19 R.A. 11/19 SERVICE CABINET STD. PLAN - 122.1 PROrL:D GAZ 3/13/2019 1 REVISIONS BY APPR. HAR.I es.De CA_ Oss ! ;4; CVFr E10'S AL. A!Ii..," LtY:%AWE AND POLE i 4E'LA'_D PARTS 50.4 K, FA',TOR• R1LN0 ME CAP AI,.YPIIJV si-q"JO (By AN] PCAOER CDA'EO. LA4J ACTIIRCC,� a,y Sd PL Rh 3L;15+r 'JFT III AC%' R� A DO LLMNARF ARM XC STYLE LLD .IINIXA:RC e � .�� (WA11AGE KM PLAYS, 4,00aW CCr ,� E' L�NL•'H -mR ._/,NS � I4-777Y L'N:GERSAL DWWR. WIN 1 F � C:CVR A`•_JM YA 4- -G - hCTS a I•J' p.4A fff �.AT LASS LENS; BY LIHAEC �6T • AOUKD IGBL.AR S- ON +. HAS-=UA'.. -1 IAL 00 TAPIR' APPROVED ECCAL} ORIWR S+All .. Be IN70AL TO T+E T+11nRC. rp4 ROI]kD TAPERED POLF SC -ION VOUMTING ARV DETA4.5 5EE STD 0374 ,p PLAN 1+73 B - )� OFFS, VC+ANA_ LUV VA RE NE CST r CONDLIF UNLESS Intl' _ STATED C1HWMSE ON CEh?Ek [plgL�! [ uWNA ai •_... - SHi7C:.ILj PL/,A,S �� IN FCUNOAPCN ^' -A44-4 aRN NF •S A'- PircyJHF PF.FASP ;4 3/8'-15" DIA 92 Y?I'iCS. AVCH�1 BOLT- SE La- ^Jo 3eNt::i PrA:ffEt °�I —N HOOPS ®,a" --ROvc- EO-TS AID S"IV -0 VEL n• LE5€L f AER VAIJ�AC�uR_R'S RS'n.C'gNs �' �FSLRN RC i [l}1. GR3JND POLE TC 3FC�-Y.. 3CI.Da EAVN=R RRACN=- - 57AFrME4'A1SE at, 'WTI; AOWS`ARLE S:AN, E55 6'�r:_ BANNER TO eE P AN5 f .IAN' 5, AND S-.M FC IEY. N-R - PRONDtA AA:D ` INSTALLED BY + YFh•;; ASuRER'5 WSTA1Ci,0A5 _ OTHERS 3/4" CHAYFLR ITYPI ! 1 -V .MIN BELO'R --- •� i i ID -D'MN ugDER PALEYEh: I L � EXTlT10 X+E COXCs:IT 0✓es S„�= LS3 _uM>,A R. E" MN EEYLHD [WA -AC: PER �LA•.SA,CoN i.-VAIAiFON OR 114. 'w CCT. Ob-nh LAI'ASAI [ONIROI.�I:O M&SOV YYIN; R. NIH ILA' CLASS I NS] U'VEL .RACKI :L ! K 3' LJMEC (OR AF�,7pVE] 4•_G' 3'-C" :OLs1. VR Kq S"A._ RE LLMINNRE ARKS - 14 I•DDPS 012" — c iATEO7AL TO TrE .:-ARE oOR WCLATINC ARV DETA S SE± 6^ L Y �Aj_ ;AV � a t. Y Hq y S Aa} ." I 7-,/a` ❑M." A IN STAk)AR3 .7CCAL i N_xRcRIRC CETAT-, i6` _ % C17' CF I �. REI "0V SRO PL Aq r OUN]ATICN D_rw=_ 12+- ry l ■DELORxnvc ROASWAT L'JVRAIRi6 �, a ARE NDIATZ._p A` p' ,/8" DA C rO• BASE OIAMET{R, z .DECORAIIVE PEDES'RIAN _OMINURES CTy 1 ' LO'-O" iDVC 4 AR_ HOYh?U AT T8D• HAApHOLES �FRE Yp,:NTEO A• i8O• [C.c�rmcus.. SVOONI o � 3/8- 5"ECL PLAT :k" %O TAPERED •BAVIER SAT 11' BRACHC`5 ARE 14 #T] ALUNIN;H,I 3� MLx14 �] AT R' \ -Lr t' L'RCLE [OIA �"-E b ORI=NTA�I�QGATION ..1E TO LLWNAIRE PtATEHANONOLE 171IA.HSW; ■tin COVER or NS14A u:EHCSI I P ANCHOR SOC `MF_A-E O-TAIL 3D. 1 [Olkl S r , ROVX5 i3Y'CI\ 11 q _CP OfI- Nf li�T1a1 A MAV�FRC JREA1 5E7 R OR I - LAYT, STRIP ANC"OR LCLI. 4 1GrAL. 1' 74 T (Tm; • rmAnaAr LI NSIALL :TRW- 1-1/4" 49 VUTS, 5`FL [6 lr_• _ PROVIDE f• DIA 3EC17 P1, AtiCHOI B0.Tj, "OP PC:'rDA iC+r 3E'A L5, SEE 'HIS SHEET -- DBA:a 11,6E 1FnOU.'.H ZR" 'MSRRS I6 F�p'D PER GRFAj` AVCH M 80 T] nNC.H�tN 7J a,SCuBL ErA_L POLE ELEVATION FOUNDATION DETAILS NOTE tiD SCNARJEIE ALLOwEC FOR FOLNCA' ON COHSTR:.Ctl" ARTERIAL STREET STD. PLAT`- -117.1 PUBLIC WORKS DECORATIVE LUMINAIRE POLE PPRO D: DEPARTMENT DETAILS DocuSign Envelope 10: 5D30BA1A-204048E8-BB23-BA2834BB565E COMPONENT SCHEDULE 1� METERBASE: 200 AAiP. 4 JAW. B-LINE U264. MAATUAL BY-PASS, W/ 5m JAW AT 9:00 POSITION PANELBOARD: 120140 VAC, 100 ANIP CDP?ER BUS, 1 P'--IAS-. _ : R - - Z- MAIN BREAKER: 100 _kNIP FRN_NIE. 100 ANI? TIP. EADON =3 BOLT -ON BRANCH BREAKERS, E NTON T1'?E 8A3 2 - 20 2 ILLUMINATION BRA\CH A .S B 1 - 20,1 ITS BRANCH 1 - za' 1 CO\TROL CKT HR NNCH 1 - 20.1 GROUND FAL-I.T RECEPTACLE BRANCH 3 - 201 SPARE BRANCH 3� CONTACTOR: NEM AL LIGHTING RATED. 30A, -' POLE.:24 VAC COIL. SQD #891 ODPA34N'02. I - REQUIRED 4� PHOTO CE LU PHOTO ELECTRIC CELL:: S06 WATT, '_2C VAC" " W:- ST L>%,�' TYC+0 *SST- RV TL MOUNTED INSIDE CABL\'ET BEHIND NNMEGLrNSS NNIN-DOW 0PHOTO-CFI, BYPASS SWITCH, SPDT. 15 A_NIP. 2-- N AC 5p GROUND FAULT RECEPTACLE: 1-0 ANIP. 1'F11-AC, 71.7PLE1 CABINET: NE -NIA 3R P.AD]iOUNT. I £"' _NLt1IINL1i 5i75: H32 CONSTRUCTION? 2 SCREEN-ED AND GASKET77 NT_t-S DOORS: HEAVY DUTY HINGES ,LIFT-O : "'r7g;, WELDER 7V PLACE STAINLESS STEEL N--AULT H-NNDLES.?AD_C_rLA.B_E 1'IFTIER DOOR "BEST" C\ LOCK ON DISTRIBLTIO% 7E�R. ? •-'S cT� 7%'LRE GLASS LNTti�bN1' 11 METER DOOR C=OSED C=__ \�?ti= \Ev_3S�T, CARD HOLDER FINISH: NULL FI\ISH _U U`NIl\'L-_II NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE SERVICE CABINET NOTES STD. PLAN - 122.2 PUBLIC WORKS 1 ROVED DEPARTMENT GAZ 3/13/2019 1 DN TRAFFIC CONSULTANTS 8316 - 309th Avenue SE Preston, WA 98050 Info@dntraffic consultants.com DocuSign Envelope ID: F41B6C7D-1A89.403E-83C3-E2Fa224FAF96 POLE & BRACKET CABLE, #12 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL — JUNCTION BOX TYPES 1 dE 2 STANDARD PLAN J-40.10 GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE — KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"(MIN) COVER #8 BARE COPPER GROUND WIRE 1 -,#8 EQUIPMENT GROUND PVC CONDUIT II II WREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 5/8" %8' COPPER CLAD WiRES TO CONTACTOR GROUND ROD (SIZED AS REO'D.) 0 LUMINAIRE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG CONCRETE FOUNDATION I NOTES. _ 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2, MINIMUM GROUND WIRE SIZE SHALL BE #8. AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4, IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. +r PUBLIC WORKS .'' DEPARTMENT LUMINAIRE ELECTRICAL WIRING SYSTEM - iAa - S/22/2019 oA1E R/W LINE TYP. CONC. PAD --- ---- - SICIEWALK CURB t. ROADWAY 2' TO 4' 6VERmAhAG V--2` CURB 3 -fi' SIDEWALK W FACE. OF curia To CENTER -• R/54' LJNE OF POLE R Vt LAIN. CL ROAD'NAY CLEARANCE FROM DRIVEWAY CLEARANCE ALEHNATE PLAN VIEW swEWA,15 PLANTER STRIP - STREET JGa=T CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION H 25' 30' EL 16•-3" 23'-3" 2B'-3" 33'-3" T 0,158. 0.186 0.219 10.21D 2' TO 4• TAPERI D ALVW POLE 'r WALL OYcRHANG ALLOY 506S-TB SATIN GROUND FINISH HAN)MCLE 4"x6' OPENING 'ram• W/COVER & S.S. SCREWS CROLIND LIJC 1NSL0. POLY_ INSIDE POLE -� l ST�CONDIIT- TRENCH ALTERNATE STREET CRQS� DEPTH 24` SE(�TIQN Y STD. PLAN - 124 + + PUBLIC WORKS LIGHT BASE AND JUNCTION 13OX rriOYE i DEPARTMENT LOCATION 6 • 7kTE SAPPHIRE ON TALBOT CITY OF RENTON DocuSign Envelope ID: 5D3DSAIA•204D-48E8-BB23-8A2834BB565E N n fi Cl O�O LUMINAME POLE JUNCTION BO% LDIAINAiRE POLE /XNCTION BOX CONCRETE PAD CONCRETE SIDEWALK PLAN NEW PLAN NEW PER STD PLAN 102 LUMINARE POLE LUMINAIRE POLE CONCRETE PAD CONCRETE SIDEWALK PER ST➢ PLAN 102 - JUNCTION BOX � LUw1AIRE CONCRETE FOUN➢ATiON LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES 1, LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK 2- CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3- TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCAiED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4• LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5, LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE I AND TYPE 2 JUNCTION BOXES ONLY + 1+ PUBLIC WORKS J DEPARTMENT JUNCT10N BOX V ��Lu,,AIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD JUNCTION $0% J/ PLAN NEW 4" CONCRETE PAD JUNCTION BUJ[ 51➢E VECW INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD- PLAN - 120 PAD/SIDEWALK AND o �"VED; JUNCTION BOX CONCRETE PAD r Gregg A. ZimmFllr/a19 Docu&gn Envelope ID: 5D308A I A-204"8 E 8-8 623-BA2834 68565E •-CONDUIT ENTRANCE AREA PLAN NEW SIZE TO FIT SIZE TO FIT CABINET CABINET cli -GRADE LEVEL L t a a FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION LI—SHIM TO PLUMB SEE NOTE 3 �1 �4 HOOPS ,/_�_44 BAR E�AC-I � MIN T To z" CORNER 6" 3/8 DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH 1'-6" 4- 2" I I! I I prU T #4 BAR EACH #4 CORNER z + 1 PA HOOPS L' � Illl WLJ PLAN VIEW CONTROLLER FOUNDATION CABINET FOUNDATION NOTES PER STD PLAN 126.2 V�ti' T CABINET FOUNDATION DETAILS STD- PLAN - 12&.I OVER:GAZ • •} 3/13/2019 1 DATE SL4 ILLUMINATION DETAILS SHT 4 OF 5 DocuSign Envelope ID; 50308A1A-204D-48E8-8B23.8A2834OB565E GENERAL NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS), 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLDWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE, CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. «, PUBLIC WORKS DEPARTMENT TRANSPORTATION NOTES STD. PLAN - 135 Al 7F\ ED. C�A7 3/13/2619 I R.A. 11/19 G.N. 11/19 R.A. 11/19 R.A. 11/19 REVISIONS BY I APPR. DIAMETER = 7/8" L 4-7/8" Wi"7CUTTING RINGS FUSE KIT INLINE SPLICE yr T t, ZM-U�r SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON .. STANDARD PLhf+s ti IST OATE:04/04 f1Wf. Nnuc•.Inv3 CG 13ar.:--it)1.{ DN TRAFFIC CONSULTANTS 8316 - 309th Avenue SE Preston, WA 98050 Info@dntraffic consultants.com SAPPHIRE ON TALBOT CITY OF RENTON 0i ILLUMINATION DETAILS SHT 5 OF 5