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HomeMy WebLinkAboutzR-4255setINERT/CAL DA TUM NA V988. HELD THE PUBLISHED ELEVA T/ON OF A80Vf DESCRIBED CITY OF RENTON 1716, TAKEN AS 437.35' BASIS OF BEARING NAD83 (91) PER CITY OF RENTON. BASIS OF BEARING FOR THIS PROJECT /S A LINE BETWEEN A FOUND 1-1/2" BRASS WITH PUNCH MARK DOWN 0.5' IN CASE AT UN/ON AVf- NE AND NE 19TH ST KNOWN AS CITY OF RENTON 1716 AND A 2" BRASS DISK W/TH PUNCH, DOWN 0.5' IN CASE AT DUVALL AND NE 197H ST. BEARING BETWEEN THESE POINTS WAS TAKEN AS NORTH 79 01 'Ol " EAST. s LEGAL DESCRIPTION N PARCEL A. - THAT PORT/ON OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, O TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, L Y/NG SOUTH OF THE RENTON /SSAQUAH ROAD (SUNSET H/GHWA Y); QQ EXCEPT THE EAST 280 FEET THEREF, O EXCEPT THE WEST 470 FEET THEREOF, EXCEPT THE SOUTH J85 FEET THEREOF, AND EXCEPT THAT PORTION CON I/EYED TO THE STATE OF WASH/NGTON FOR SR-900 UNDER KING O COUNTY RECORDING NUMBER 7104080105,- V EXCEPT THAT PORTION CONVEYED TO DOM/N/K AND M/CHELE KUN/GK BY STIPULATED JUDGMENT QUIETING TITLE COURT CASE NO. 19-2-19678-5 KNT AND RECORDED JANUARY 21, 2022 UNDER RECORDING NO. 20220121001269, OF SAID SOUTHEAST QUARTER, BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS,• BEGINNING AT THE NORTHEAST CORNER OF LOT 8 OF THE PLAT OF WOODBR/ER, ACCORD/NG TO THE PLAT THEREOF, RECORDED /N VOLUME 214 OF PLATS, PAGES 6 THROUGH 10, INCLUSIVE,, RECORDS OF KING COUNTY, WASHINGTON,- THENCE SOUTH 885221 " EAST, 3.36 FEET ALONG THE EASTERL Y PROLONGATION OF THE NORTH LINE OF SAID LOT 8,- THENCE SOUTH 017221 " WEST, 75.20 FEET; THENCE NORTH 88 JJ41" WEST, J26 FEET OF THE EAST LINE OF SAID LOT 8,- THENCE NORTH 010739" EAST, 75.18 FEET ALONG SAID EAST LINE TO THE POINT OF BEGINNING. PARCEL B.- LOT 4, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106—LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO 20050822900009, IN KING COUNTY, WASHINGTON. PARCEL C- LOT 3, CITY OF REVTON LOT LINE ADJUSTMENT NO. LUA-04-106—LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO 20050822900009, IN KING COUNTY, WASHINGTON PARCEL D.- LOT 5, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106—LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO 20050822900009, IN KING COUNTY, WASHINGTON. PARCEL E.- LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO.. LUA-04-106—LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO 20050822900009, IN KING COUNTY, WASHINGTON. LE PARCEL A. - THE NORTH 80 FEET OF THE SOUTH 110 FEET OF WEST 92.85 FEET OF EAST 485.69 FEET OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTh; RANGE 5 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON. LE PARCEL B.- A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE NORTH 80 FEET OF SOUTH 110 FEET OF WEST 20 FEET OF EAST 505.69 FEET OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASH/NGTON WOODCOCK PARCEL LOT 2 OF BOUNDARY LINE ADJUSTMENT NO.. LUA-04-106—LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NUMBER 20050822900009, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. TOWN SITE STA TIS TICS N 12TH MADRONA PLACE, LLC 3916 & 3926 NE 12TH ST RENTON, WA 98056 ASSESSORS PARCEL NUMBERS.- 042305-9063, —9099, —9067, —9140, —9101, —9247 AND 9100 SITE ADDRESS- 3916 & 3926 NE 12TH ST RENTON, WA 98056 GROSS SITE AREA: 285,205 SF (6.55 ACRES) ZONING- RMF & R-10 DENSITY 14.05 DU/AC NUMBER OF DWELLING UNITS. 90 REQUIRED SETBACKS- REAR = 20' M/N. (5' PROPOSED) FRONT = 20' M/N. (4' PROPOSED) SECONDARY FRONT = 15' M/N. (10' PROPOSED) S/DE = 5'MIN (5' PROPOSED) IMPERWOUS SURFACE. R-10 ZONE- 709 ALLOWED RMF ZONE. 759 ALLOWED MAX/MUM HEIGHT ALL OWED.• R-10 ZONE- 24—FEET OR TWO STORIES, WH/CHEI/ER /S LESS RMF ZONE• 32—FEET OR THREE STORIES, WH/CHEI/ER /S LESS CONSTRUCT/ON TYPE • WOOD CONSTRUCT/ON (PER IBC) UTILITY PURI/EYORS.- WATER CITY OF RENTON SANITARY SEWER CITY OF RENTON STORM DRAINAGE CITY OF RENTON GARBAGE/RECYCLING REPUBLIC SERVICE POWER PUGET SOUND ENERGY GAS PUGET SOUND ENERGY OTHER SERVICES.• SCHOOL DISTRICT RENTON SCHOOL DISTRICT FIRE PROTECT/ON RENTON REGIONAL FIRE AUTHORITY ADJACENT LAND USE WEST — SINGLE FA MIL Y RESIDENTIAL, R-8/R-10 SOUTH — SINGLE FAM/L Y RES/DENT/AL, R-8 EAST — COMMERCIAL, CA UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH NO. REVISION BY DATE APPR SURVEYED: BY OTHERS DESIGNED: HOLLI HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N APPROVED: ROLL/ HEA VR/N OWNER/APPLICANT MADRONA PLACE, LLC 18300 REDMOND WA Y, SUITE 120 REDMOND, WA 98052 CONTACT BEN PAULUS PHONE- (425) 629—J854 ENGINEER/PLANNER/ LANDSCAPEARCHITECT CORE DESIGN INC. 12100 N.E. 195TH STREET, SUITE JOO BOTHELL, WASHINGTON 98011 CONTACT ROLL/ HEAVR/N, P.E. — PROJECT MANAGER, PROJECT ENGINEER CONTACT BOB NIX — PLANNER CONTACT LINOSEY SOLOR/0, P.L.A. — LANDSCAPE ARCHITECT PHONE • (425) 885-7877 SURVEYOR LANKTREE LAND SURVEYING 74TH A VE 5 KENT, WA 98032 CONTACT TREVOR S. LANKTREE, PLS PHONE- (253) 653-6423 ARCHITECT MILBRA NOT ARCHITECTURE 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 CONTACT ALEX CLOHESEY PHONE- (425) 454-7130 GEOTECHNICAL ENGINEER TERRA ASSOC/A TES, INC. 12220-1137H A I/E NE, SUITE 130 KIRKLAND, WA 98034 CONTACT CAROL YN DECKER, P.E. PHONE- (425) 821-7777 TRANSPORTA TION ENGINEER TENW 111400 SE 8/7/ STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT CHRIS SICKET PHONE- (425) 250-5002 CA UT/ON: UTILITY CONFLICTS i 1 LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA T/ON AND SHALL BE FIELD Vf-R/F/ED BY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UT/L/T/ES ON THE PROJECT S/TE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFLICTS EXIST, THE CONTRACTOR SHALL CONSULT CORE DES/GN, INC. TO RESOL VE CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL* NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. VICIN17 YMAP N SCALE 1" =2, 000' SHEET INDEX ENGINEERING PLANS 1 C1.01 2 Cl. 02 3 C1.20 4-5 C1.21—C1.22 6-7 C1.23--C1.24 8-9 C2.01—C2. 02 10 C2. 31 11 C2. 32 12-13 14 15-16 17-19 20 21-29 30-31 32 33 34-35 36 37--44 45-46 47 48 49-57 58-59 60 61-62 6J 64 CJ OI—C3. 02 C3.31 C3.32-3.33 C3.41—C3.43 C4.00 C4.01—C4.09 C4.10—C4.11 C4.31 C4.32 C4. JJ--C4.34 C5.00 C5.01—05.08 C5.09—05.10 C5 J1 C6.00 C6.01—C6.09 C6.31—C6.32 C7.01 C7.02—C7.03 C7.04 C8.01 LANDSCAPE PLANS COVER SHEET CONDITIONS OF APPROVAL OVSRALL SITE PLAN HORIZONTAL CONTROL PLAN SITE PLAN TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN TEMPORARY EROSION & SEDIMENTATION CONTROL NOTES TEMPORARY EROSION & SEDIMENTATION CONTROL STANDARD DETAILS GRADING PLAN ROAD SECTIONS GRADING DETAILS ROAD STANDARD DETAILS COMPOSITE ROAD & STORM DRAINAGE PLAN ROAD & STORM DRAINAGE PLAN & PROFILE STORM SERI/ICES PLAN STORM DRAINAGE VAUL T PLAN STORM DRAINAGE VAULT SECTIONS & DETAILS STORM DRAINAGE STANDARD DETAILS COMPOSITE SANITARY SEWER PLAN SANITARY SEWER PLAN & PROFILES SEWER SERVICES PLAN SANITARY SEWER STANDARD DETAILS COMPOSITE WATER PLAN WATER PLAN & PROFILES WATER STANDARD DETAILS COMPOSITE UTLITY PLAN UTILITY CROSSING PLAN UTILITY CROSSING DATA S/GNAGE, CHANNELIZAT/ON & FIRE DEPARTMENT SITE PLAN 65 L 1.01 TREE RETENTION PLAN 66 L 1.02 TREE TABLE 67 L2.01 COMPOSITE LANDSCAPE PLAN 68-69 L2.02—L2.03 LANDSCAPE PLANS 70 L2.04 PLANT SCHEDULE & NOTES 71-73 L2.31—L2.33 LANDSCAPE DETAILS 74 L3.Ol OPEN SPACE PLAN 75 L4.01 COMPOSITE /RR/GAT/ON PLANS 76-77 L4.02—L4.03 IRRIGATION PLANS 78 L4.04 /RR/GAT/ON SCHEDULE & NOTES 79 L4.31 IRRIGATION DETAILS ILLUM/NAT/ON PLANS (BY OTHERS) 80-82 It. OI-1L.03 ILL UM/NAT/ON PLANS 83-85 It. 04-1L. 06 ILL UM/NAT/ON DETAILS 86-87 PC 01—PC,02 PHOTOMETRIC CALCULATIONS 88-89 OS.OI-0502 ON —SITE PHOTOMETRIC CALCULATIONS 90 OS. 03 ON —SITE ILLUMINATION DETAILS PLANS BY OTHERS 91-93 BOUNDARY AND TOPOGRAPHIC SURVEY DESIGN v 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING St, Suite 300 Bothell, Washington 98011 425.885.7877 0 N N V 0 0 0 N N DEVELOPMENT ENGINEERING i yqi 12/06/2023 R-425501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY FAUMorganroth RRENT PLANNING jfarah 12/06/2023 [11 /16/231 REGIONAL FIRE AUTHORITY �� 4 WATER UTILITY .. N APPROVED :F ABDOUL GAFOUR 11/09/2023 cthomas 11 /09/2023 DATE: TOWNS ON 12TH 10/111202J O 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: COVER SHEET CZ. OZ SHEET: OF: 1 93 Z ti O Z O N v CONDITIONS OFAPPROVAL PER HEARING EXAMINERS DECISION THE PROPOSED PRELIM/NARY PLAT (INCLUDING QUALIFYING AS A UNIT LOT SUBDIVISION), HEARING EXAMINER SITE PLAN AND STREET MODIFICATION COMPLY WITH ALL APPLICABLE CRITERIA FOR THE REASONS IDENTIFIED /N THE CONCLUSIONS OF LAW OF THIS DECISION AND ARE ALL APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS.• 1. THE APPLICANT SHALL COMPL Y WITH THE RVf- (5) M/T/GAT/ON MEASURES INCLUDED AS PART OF THE DETERM/NAT/ON OF NON —SIGNIFICANCE — M/T/GATED ON FEBRUARY 6, 2023 BY THE RENTON ENV/RONMENTAL REVIEW COMM/TTEE.- 1) THE APPLICANT SHALL ADHERE TO THE RECOMMENDATIONS /N THE GEOTECHN/CAL REPORT, PREPARED BY TERRA ASSOC/A TES, INC AND DATED AUGUST 5, 2021 AND REVISED FEBRUARY 15, 2022, OR FUTURE ADDENDA. 2)THE GEOTECHN/CAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCT/ON AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPEC/F/CA TONS MEET THE INTENT OF THE REPORT(S). 3)THE APPLICANT SHALL SUBMIT A REVISED GEOTECHN/CAL REPORT PREPARED BY A LICENSED GEOTECHN/CAL ENGINEERS THAT ANAL YZES THE PROTECTED SLOPE ON THE NORTHERN PORTION OF THE SITE AND MAKES A SPECIFIC FINDING REGARDING THE FEASIBILITY OF LOCATING STRUCTURES W/TH/N THE 50—FOOT SETBACK IDENTIFIED /N THE ORIGINAL REPORT. THE UPDATED REPORT SHALL BE SUBMITTED WITH THE CIWL CONSTRUCTION PERMIT PLANS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 4)THE APPLICANT SHALL COORDINATE WITH KING COUNTY METRO PR/OR TO SUBMITTING CONSTRUCT/ON PERMITS TO IDENTIFY ANY NEEDED ACCOMMODATIONS FOR THE ABUTTING TRANSIT STOP ON NE 12TH ST THAT NEED TO OCCUR DURING CONSTRUCT/ON OF THE SITE. EVIDENCE OF THE COORD/NAT/ON W/TH KING COUNTY METRO AND THE ACCOMUODATION(S) SHALL BE SHOWN ON THE C1WL CONSTRUCTION PERMIT PLANS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 5)THE APPLICANT SHALL SUBMIT AN ARCHEOLOGICAL SURVEY PREPARED BY A QUALIFIED PROFESSIONAL PRIOR TO THE START OF ANY CONSTRUCTION AND PROVIDE NOTIFICA7ON OF THE SURVEY TO TRIBES' CULTURAL COMMITTEE AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGY AND HISTORIC PRESERVATION. 2. THE APPLICANT SHALL UTILIZE A TREE SPEC/ES FROM THE APPROVED STREET TREE LIST AND SPACING GUIDELINES DOCUMENT FOR THE NE 121H ST, NEW FUTURE ROADWAY ON THE SITE (IDENTIFIED AS ROAD A ON SITE PLAN) AND NE SUNSET BLVD ROW STREET TREES. THE REVISED STREET TREES SHALL BE SHOWN ON AN UPDATED DETAILED LANDSCAPING PLAN SUBMITTED WITH THE C/VlL CONSTRUCTION PERMIT APPL/CATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 3. THE APPL/CANT SHALL SUBMIT A FINAL DETA/LED LANDSCAPE PLAN THAT /DENT/F/ES COMPL/ANCE WITH THE PART/AL OR FULLY —OBSCURING LANDSCAPE BUFFER ON THE WEST SIDE OF THE S/TE. USE OF A PART/AL OR FULL Y—OBSCURING BUFFER SHALL BE DETERMINED BY THE WIDTH OF THE BUFFER. THE FINAL DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO ISSUANCE OF A CIWL CONSTRUCT/ON PERMIT. 4. THE APPLICANT SHALL SUBSTITUTE NATIVE LARGE —STATURE NATIVE TREE SPEC/ES SUCH AS WESTER RED CEDARS, DOUGLAS FIR, AND WESTERN HEMLOCK OR S/M/LAR FOR AT LEAST HALF (21 TOTAL) OF THE INCENSE CEDAR TREES IDENTIFIED ON THE LANDSCAPE PLANS AND HALF OF THE FLOWER/NG CHERRY TREES IDENAF/ED ON THE WEST SITE /N THE LANDSCAPE BUFFER. THE TREES SHALL PLANTED /N A TR/ANGULAR PATTERN WITH UNDERSTOR Y SHRUBS AND GROUND COVER TO PROVIDE BETTER PRIVACY AND NOISE ATTENUATION. THE TREES AND UNDERSTOR Y SHALL BE SHOWN ON AN UPDATED DETAILED LANDSCAPING PLAN SUBMITTED WITH THE CIWL CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANGER PR/OR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOC/ATION (`HOA) THAT MAINTAINS ALL IMPROVEMENTS AND LANDSCAPING IN THE COMMON OPEN SPACE, CR/7CAL AREAS, AND STORM DRAINAGE TRACTS AND ANY AND ALL OTHER COMMON /MPROI/EMENTS. THE HOA DOCUMENTS SHALL BE SUBMITTED TO,, AND APPROVED BY, THE CURRENT PLANNING PRO✓ECT MANAGER PR/OR TO RECORDING OF THE UNIT LOT SUBD/V/S/ON. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTL Y W/TH THE UNIT LOT SUBD/V/S/ON. 6. THE APPLICANT SHALL EITHER RETAIN ADD/TONAL TREES OR PLANT NEW TREES TO MEET THE M/N/MUM TREE DENSITY FOR THE AREA OF THE PARENT S/TE W/TH/N THE R-10 ZONE. IN ADDITION, THE APPLICANT SHALL SUBSTITUTE NATIVE LARGE— STATURE NATVE TREE SPEC/ES SUCH AS WESTERN RED CEDARS, DOUGLAS FIR, AND WESTERN HEMLOCK OR S/M/LAR FOR AT LEAST HALF OF REPLACEMENT TREES IDENTIFIED ON THE LANDSCAPE PLAN. THE APPLICANT SHALL DEMONSTRATE OUPL/ANCE BY SUBMITTING AN UPDATED TREE DENSITY CALCULATION. THE RETAINED OR NEW TREES SHALL BE SHOWN ON AN UPDATED DETAILED LANDSCAPING PLAN SUBMITTED WITH THE CIWL CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO CIWL CONSTRUCTION PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT DEMONSTRATES COMPL/ANCE WITH THE FENCE AND RETAINING WALL REGULATIONS FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF C1WL CONSTRUCTION PERMIT APPLICATION. 8. THE APPLICANT SHALL SUBMIT AND ARCHITECTURAL LIGHTING PLAN AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. TO ENSURE SAFETY AND AVOID EXCESSIVE BRIGHTNESS, PEDESTRIAN SCALE LIGHTING SHOULD BE PROVIDED ON THE PRIMARY ENTRIES OF EACH UNIT, REAR ELEVATIONS FACING THE ALLEY, ALONG THE INTER/OR PEDESTRIAN WALKWAYS AS NECESSARY TO PROVIDE SUFFICIENT LIGHTING FOR PEDESTRIAN SAFETY WHILE M/N/M/Z/NG LIGHT SPILL AND GLARE ONTO ADJOINING PROPERTIES. 9. THE APPLICANT SHALL SUBMIT A SITE —WIDE LIGHTING PLAN BE PROVIDED AT THE T/ME OF CIVIL CONSTRUCTION PERM/T REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO CIWL CONSTRUCT/ON PERMIT ISSUANCE. TO ENSURE SAFETY AND AVOID EXCESSIVE BRIGHTNESS, PEDESTRIAN SCALE LIGHTING SHOULD BE PROVIDED /N ALL COMMON AREAS AND ALONG ALL COMMON PEDESTRIAN WALKWAYS, INCLUDING THE WALKWAY DOWN TO NE SUNSET BL VD. 10. THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS FOR THE TOWHOMES THAT IDEN7FY ADEQUATE STORAGE AREA /N THE ATTACHED GARAGES OF THE TOWNHOME UNITS FOR BOTH A BICYCLE AND THE INDIVIDUAL TRASH AND RECYCLING CONTA/NERS. THE REVISED FLOOR PLANS SHALL BE REVIEWED AND APPR01/ED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO ISSUANCE OF A BUILDING PERM/T. 11.THE APPLICANT SHALL PROVIDE MORE VAR/AT/ON /N CORNER AND INTER/OR INDIVIDUAL UNIT LOT SETBACKS ACROSS THE UNIT LOT SUBDIVISION TO CREATE A GREATER VARIETY OF HOME SIZES AND VERTICAL MODULATION. A REVSED PRELIM/NARY PLAT PLAN SHALL BE PROVIDED AT THE TIME OFBUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 12. THE APPLICANT SHALL SUBMIT ADDITIONAL INFORMATION WITH THE CIWL CONSTRUCTION PERMIT APPLICATION DEMONSTRATING THE PRO✓ECT'S THE APPLICANT SUBMIT ADDITIONAL INFORMATION W/TH THE CIWL CONSTRUCTION PERM/T APPL/CAT/ON DEMONSTRATING THE PRO✓ECT'S COMPLIANCE W/TH THE COMMON OPEN SPACE REQUIREMENTS INCLUDING BUT NOT L/M/TED TO,, MAX/MUM SLOPE, CONTIGUOUSNESS TO THE MAJORITY OF THE DWELLINGS, LOCAT/ON /N A HIGHLY V/S/BLE AREA, AND LACK OF OBSTRUCTIONS SUCH AS RETAINING WALLS OR FENCES. THE COMMON OPEN SPACE PLAN WOULD BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MA. 13. THE APPLICANT SHALL PROVIDE AN OPEN SPACE PROGRAMMING PLAN THAT INCLUDES SPECIFICATIONS ON PROPOSED FURNITURE, RECREATIONAL ACTIVITIES, AND OTHER ACTIVITIES AS APPROPRIATE WITHIN THE COMMON OPEN SPACE FOR REWE-W AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CIWL CONSTRUCTION PERMIT. 14. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE STANDARDS FOR PRIVATE YARDS AND OPEN SPACE GUIDELINES BY INCORPORATING A COMB/NATION OF GROUND AMENITIES, PORCHES, OR DECKS. THE PROPOSED PRIVATE OPEN SPACE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT APPLICATION REVIEW. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ 15. THE APPLICANT SHALL INCORPORATE ADDITION CONCRETE PATHWAYS WITH A MIN/MUM WIDTH OF FOUR —FEET (4) AT THE FOLLOWING LOCATIONS.- NORTH/SOUTH CONNECTIONS BETWEEN UNITS 62 AND 63, 57, AND 56, 48 AND 49, 28 AND 27, 19 AND 20, 7 AND 8, 2 AND 3, 12 AND 13, AND 34 AND 35,• CONNECTION BETWEEN TRACT L AND NE 12TH ST ROW ALONG THE WEST S/DE OF ROW 4; CONNECTION BETWEEN TRACT G AND THE NEW SIDEWALK /N FUTURE ROAD A. THE LOCAT/ON OF THE PATHWAYS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO ISSUANCE OF THE C/V/L CONSTRUCTION PERM/T. 16. THE APPLICANT SHALL RECORD A PUBLIC ACCESS EASEMENT OVER THE PATHWAY CONNECTIONS ON THE SITE FROM THE ROAD A RIGHT OF WAY TO NE SUNSET SL VD. PRIVATE ACCESS ML.L BE PROVIDED WITHIN COMMON OPEN SPACE TRACTS FOR THE HOMEOWNERS AND GUESTS. 17. THE APPLICANT SHALL SUBMIT A REV/ED PRELIM/NARY PLAT PLAN AND LANDSCAPE PLAN THAT IDENTIFIES PEDESTRIAN CONNECTIONS FOR ALL UNIT LOTS. PUBLIC SIDEWALKS SHALL BE 5 FEET OR 0 8 FEET W/DE, DEPENDING ON THE STREET CONNECT/ONCOMMON OPEN SPACE PATHWA YS SHALL BE A MIN/MUM WIDTH OF 3 FEET AND FRONT YARD ENTRY WALKS ON PRIVATE PROPERTY (I.E. THE /NDIWDUAL LOTS) SHALL BE A MIN/MUM WIDTH OF 3 FT WITH A MAX/MUM OF 4 FEET. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 18. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS PRO14DING THE REQU/RED THREE AND ONE—HALF INCHES (3 1/2') M/N/MUM TRIM SURROUNDING ALL WINDOWS AND DOORS AND ONE OF THE FOLLOWING ARCHITECTURAL DETAILS.• SHUTTERS, KNEE BRACES, FLOWER BOXES, OR COLUMNS. ALTERNATIVELY, THE APPLICANT MAY SUBMIT A MOD/F/CAT/ON REQUEST SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE T/ME OF BUILDING PERMIT REVIEW. 19. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD AND COLOR PALETTE CODED TO EACH BUILDING ELEVATION, BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW. THE COLOR PALETTE PROVIDED SHALL UTILIZE A MIN/MUM OF FOUR (4) HUES AND MAY NOT EXCLUS/VEL Y UTILIZE SHADE OF BLUE, GREY, OR SIMILAR NEUTRAL TONES. 20. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH UTILITY BOX LOCATIONS AND ANY UTILITY BOXES THAT ARE WS/BLE TO THE PUBLIC SHALL BE SCREENED WITH BERMS AND/OR LANDSCAPING. THE FINAL DETAILED LANDSCAPE PLAN SHALL BE REV/EWED AND APPROIED BY THE CURRENT PLANNING PROJECT MANAGE PR/OR TO C/V/L CONSTRICTION PERMIT APPROVAL. 21. THE APPLICANT SHALL SUBMIT THE DRAFT NATIVE GROWTH PROTECT/ON AREA EASEMENT DOCUMENTS AT THE TIME OF CONSTRUCT/ON PERMIT APPL/CAT/ON SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE APPLICANT SHALL BE REQUIRED TO RECORD THE EASEMENT AND RELATED DOCUMENTS AT THE TIME OF FINAL PLAT RECORDING. 22. THE APPLICANT SHALL PLACE ALL COMMON OPEN SPACE, INCLUDING THE PEDESTR/AN EASEMENTS FRONTING PROPOSED UNITS, INTO SEPARATE TRACTS. A REVISED DETA/LED PRELIM/NARY PLAT PLAN AND OPEN SPACE PLAN IDENTIFYING THE TRACTS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF A CIWL CONSTRUCTION PERMIT. 2J THE APPLICANT SHALL REDUCE THE PAVED WIDTH OF ALL THE ALLEYS, EXCEPT ROW 4, TO TWEL VE (12) WITH TWO FEET (2) OF CLEAR SPACE ON EACH SIDE, UNLESS OTHERWISE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER OR AS REQUIRED BY RENTON REGIONAL FIRE AUTHORITY. A REVISED DETAILED PRELIM/NARY PLAT PLAN SHOWING THE NEW ALLEY WIDTHS /S REQUIRED TO BE SUBMITTED AND APPROV0 PR/OR TO ISSUANCE OF A CIWL CONSTRUCTION PERM/T. 24. THE APPL/CANT SHALL INCORPORATE A LANDSCAPE CENTER ISLAND W/TH A RAD/US OF TWENTY FEET (20) INTO THE CUL—DE—SAC. A REVISED DETA/LED PRELIM/NARY PLAT PLAN AND LANDSCAPE PLAN SHOWING THE CENTER /SLANG /S REQUIRED TO BE SUBMITTED AND APPROVED PR/OR TO ISSUANCE OF C/VIL CONSTRUCTION PERMIT. 25. THE APPLICANT SHALL INSTALL MAXIFORCE COLLAPSIBLE BOLLARDS (ITEM RC5W-5S3--E7) WITHIN ROW 4 ADJACENT TO THE NE 12'H ST SIDEWALK. THE LOCAT/ON OF THE BOLLARDS SHALL BE REVIEWED AND APPROIED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO ISSUANCE OF A CIWL CONSTRUCT/ON PERM/T. 26. THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED UTILITY AND LANDSCAPE PLAN SET /DENT/FY/NG THE LOCATION AND SCREEN/NG PROVIDED FOR ALL SURFACE AND ROOF TOP UT/L/TY/MECHAN/CAL EQUIPMENT REQUIRED FOR EACH TOWNHOME. THE SURFACE MOUNTED UTILITY PLAN SHALL INCLUDE CROSS—SECTION DETAILS AND SCREENNG MEASURES CONSISTENT WITH THE 0Vf-RALL DESIGN OF THE DElELOPMENT WITH C/V/L CONSTRUCTION PERMIT APPLICATION. THE APPLICANT SHALL WORK WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF THE PUBLIC ROW V/EW, AC7Vf- COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING AREAS. THE UTILITY AND LANDSCAPE PLAN SET SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 27. THE APPLICANT SHALL SUBMIT A PLAN IDENTIFYING A SAFE WALKING ROUTE FROM THE PROPOSED SUBD/V/S/ON TO HONEY DEW ELEMENTARY SCHOOL. THE SUBMITTED PLAN, AS WELL AS ANY INFRASTRUCTURE PROPOSED TO SUPPORT THE SAFE ROUTE INCLUDED /N THE PLAN, SHALL BE REVIEWED AND APPROVED BY THE PUBLIC WORKS PLAN REVIEWER PR/OR TO ISSUANCE OF THE CIWL CONSTRUCTION PERMIT. 28. AS /DENT/F/ED /N FINDING OF FACT NO. 5H, THE APPLICANT'S FLOOR PLANS SHALL BE REVISED FOR BUILDING PERM/T REVIEW TO CONFORM TO APPLICABLE PARKING DIMENSION STANDARDS. 29. STREET NAMES SHALL BE APPROVED BY THE CITY OF STREET SIGNS SHALL BE INSTALLED /F REQUIRED BY CITY STAFF. 30. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED /N ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE. 31. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED /N THE PARKING STRIP SHALL BE PLACED /N 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 APPROWD BY THE DEPARTMENT. SUCH /NSTALLAT/ON SHALL BE COMPLETED AND APPROWD PR/OR TO THE APPL/CAT/ON OF ANY SURFACE MA TER/AL. EASEMENTS MA Y BE REQUIRED FOR THE MA/NTENANCE AND OPERA T/ON OF UT/L/T/ES AS SPEC/F/ED BY THE DEPARTMENT. 32. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME T/ME AS OTHER BASIC UTIL/TIES 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 VAUL IS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LANDOWNER. THE SUBDIVDER SHALL BE RESPONSIBLE ONL Y 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 /T /S PROPERL Y INSTALLED. 33. LOT CORNERS SHALL BE MARKED AS REQU/RED BY RUC 4-7-210 34. AS REQUIRED BY RUC 4-7-09OF8A, THE TITLE OF THE FINAL PLAT SHALL INCLUDE THE TERM `UNIT LOT SUED/V/S/ON. 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/�2/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL o/11/2 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE CONDITIONS OFAPPROVAL C1.02 SHEET: OF: 2 91 0 0 0 N N Qk FI j` TOP OF SLOPE (TYP) ! N54:39193'W 621 N4946'34 APN 9510 TRACT f( (CR/T/CAL AREA) 9 0120 AP ZNIIPNO H00 t` -��" - AWV7:J9'E 8241 r 26.0 PRIVATE R AD y- EASEMENT PLAT OF WOODS IER NE 14TH PL - - - - N885221 AW ,£38 N0172212" 7520 A " NIK9K0 OO 0 • A/8 V41 AW 318 16.0 PRIVATE R AD EASEMENT PLAT OF WOODB IER '. -- - -- ------ �. NE 14TH CT ----� ------ ?: p040 APN g5G N ALE2 JONN 26.0 PRIVATE R D EASEMENT .; PLAT OF WOODBRIER ----------- N01V7'392E 28,491 NE 14TH ST— — 90030 1 PP 951K CNEN E101 V Z 18,_01 30 Ag1Y OF RENTON ERIN run m I Wo I J 0050 k TRACT M TO BE SAVED N88ii0;31 "W 110.56 (OPEN SPACE) • TYP I �a . _ _ _ Ll LE 15' SLOG � � 52 51 50 49 48 47 46 � SETBACK (TYP) 7/ i —— I TRACT M � (PUBVLEY) 05-9046 ` IN — APKPNSpON WONO— ��, � 0 24 25 26 27 28 29 30 I (D -- — — TRACTA (ACCESS & unuTr) 4 II II 23 2221 20, II 19 18 17 N88W:31 "W 50.01 II W A PN�ONO MY9VC h I — k i,. = TRACTH APdPME9 1AOi'AN2 (OPEN SPACE) II 9 8 7 6 5 L II II— J L �. ,r UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 — I I I NE 12TH STREET z UJI Q z 0 W y 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. I REVISION --- TRACTH (CRIMAL AREA) 40 r I \r TOP OF SLOPE TYP �r l� 15' BLDG 41 / SETBACK (TYP) \ 42 _ 15' BUFFER (TYP) I \ .j r— _- I 39 PIP N OPRpPERTIE55LL0 43 I ( \ / DALPAY TRACT G 44 I I 38 (OPE 45N SPACE) Cfl _ ACCESS _ PUBVC ALLE7 31 1321331 34 1111111 35136137 I TRACT O (OPEN SPACE) 4 3 IL T -N88VOa/"W 401.15 1 a ri Z MJS 7/26/23 HHH SURVEYED: SCALE: KEL 9/12/23 HHH OTHERS DESIGNED:: AS NOTED KEL 10/11/22 HHH HOLLI HEAVRIN DRAWN: VARY UOORE ONE INCH CHECKED: AT FULL SCALE HOLLI HEA I/RIN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HOLLI HEA VRIN VERTICAL. NAVE) 1988 HORIZONTAL- NAD 1983/1991 DATUM APNY 042305- FPOPERTE5ILLC DALPP T LINE AOJLNp-3002 O, CITY OF RE L AN 02005 0822gp0009 L.L.A. N REC' N0. 235 APN p4ASSOC ATES LLC OALPAY & PROPERTY LINE - o —o—o— CITY OF RENTON V'R vugv Planning/Building/Public Works Dept. A SCALE: 1" = 50' 0 25 50 100 SITE LEGEND PROPERTY BOUNDARY RIGHT OF WAY LOT LINE BUILDING SETBACK CRITICAL AREA — — CRITICAL AREA BUFFER T T TOP OF SLOPE PRIVATE ACCESS EASEMENT — — — — — — — PUBLIC ACCESS EASEMENT UTILITY EASEMENT STORM EASEMENT — — — — — SEWER EASEMENT -------------- WATER EASEMENT WATER BSBL 11111111,11 BLOCK WALL KEYSTONE WALL ROCKERY (D*EX TREES TO BE SA VED 0 O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 NN ' 1 O TOWNS ON 12TH DATE 1011112023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: OVERALL SITE PLAN C1,20 SHEET: OF: 3 93 j N v APN 951099Tp —t— I �\ APN 951099HU0 0 Z0 26.0 PRIVATE R AD EASEMENT EXlS1TNG TREE - PLAT OF WOODB TER TO BE SAVED ----------------- () - APDOMINIVKU I- 16.0 PRIVATE ROAD EASEMENT PLAT OF WOODB IER T IVATE ROAD VT `— WOODB IER --------------I 0130 01 APN 33F RENT 0v 0780, 0050 APNJENN10 LE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 `(EYMAP N N SCALE: 1" = 30' 0 15 30 60 SITE LEGEND T T PROPERTY BOUNDARY RIGHT OF WA Y LOT LINE BUILDING SETBACK CRITICAL AREA CRITICAL AREA BUFFER TOP OF SLOPE PRIVATE ACCESS EASEMENT PUBLIC ACCESS EASEMENT UTILITY EASEMENT STORM EASEMENT SEWER EASEMENT WATER EASEMENT WATER BSBL BLOCK WALL KEYSTONE WALL ROCKERY EX TREES TO BE SA VED 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING `,,111111zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V,,,,a U � R-425504 SEESHEETC1,22 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLyq'i12/06/2023 MENT ENGINEERING ' N 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: scu.E: VE"CAL; NAVD 1988 DATE. O 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH BY OTHERS AS NOTED HORIZONTAL- NAD 1983/1991 CITY 0 F TOWNS ON 12TH 1011112023 (� 3 REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN: DHOLLI HEAVRIN RENTON 3916&3926NE12THST, RENTON, WA 98056 FIEUDPAGE, OK: DRAWN: PAGE: MARY MOORS ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE HOLLI HEAVR/N IF NOT ONE INCH Planning/Building/Public Works Dept. HORIZONTAL CONTROL PLAN C1.21 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: HOLLI HEA l/RlN 4 93 j N v APN 33078 N FER E 50 JEN IJ I� � � W ���l 1 I I 1�� /I 9046 A K NSOOS NWONG SEESHEETC1.21 ��- �\� /I\ \ i 'II 534 56 I/I\ / /\ /I5/I\58 595 Lo In In I / TRACT L - �W (CRITICAL AREA) 25 19 : 19 26 26 19 32' O :. a',•• 4r \ I e I_04 o rn \ // 25'- 19'_ 19' . 26' 26' 19' 32' / l 7­1 D` 5' WIDE PRIVATE STORM DRAINAGE 52 51 49 I ESMT / _ S WATER ESMT I I 5g / (TYP) 12f89.35, ROAD A / WATER BSBL (T)P) I I 54f59.91, ROW 4 --19'-r r- 26'- TRACT M �g /!7PElV SPACE) ��, R=35 00 53100 N99 01'03"W RO_W 4 5� 00 0 153.91 (ACCES�CN d=895T48" PUBVC ALLEY L=54.96 - - -" 16'�-3J+ SEWER ESMT 12f84.29, ROAD A = O 1 i t (TYP) III I 30f 00. 00, ROW 3 I „l / I O I i l l LO / "� I LN 04Nir / Lc) — r; 24 125 26 27 30 /\ I Ir I I 28 29 LL_ - -' 16' 16' 25' - 25' 16' 30' 29' _ p i_11• TRACTA I • I'_ III: \ _ N'--I(ACCESS & UTILITY)' 04 50' 1 -30' 16' 15' 25' 25' 16' 30' 11 - - L I - - 1 15' WIDE 20 PUBLIC STORM I III ORA /N AGE ESMT — C cD co co c0 I co cD In 110 Ln In 23 SEWER ESMT I I l 19 17 - t- o Io 1 30'- - 16fi- _� 5' - -25' 1— -i 25'_ --1�6-30-' - N APN 9174 I 0_ ALLE --19f00 N890-1'3"W 230YVO N 188.99 _ o 04N PNUpNC - 20' --27' --- ---27' - -- 26'---- 20 35' 18f11.01, ROW 2 = --------------�-- -------- ------ ----------------- 51f37.96, ROW 4 Io � i ii -- - l - ---- - � -� Z ,g262 - II 11f41.29, ROAD A = APN 04S30ADWIN 1 20f 00.00, ROW 2 JAMS � I TRACT /V 00 00 �O (OPEN o0 1 ' 00 9 00 8 �I 7 0°°0 0 5 10' UTILITY ' ESMT (TYP) 10' 20' 27' N 20 10 78f00 r— 79f00 NE 12TH ST 50f 00. 00, ROW 4 = 80f 00.00, NE 12/71 ST UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 81-boo 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. I REVISION 79' 1 79 i 41 f24.88 "Tj20' TOP OF SLOPE (TYP) / 41 END ROAD I �r I co 59' 42 I�' I S 1 N I SEWER ESMT N I o 15' BLDG SETBACK (TYP) (TYP) T } 59— — 1 15' BUFFER (TYP) 39 �O- 5-g245LLC \ 04230 TIES 10' 12 , APN PROPER N 43 I 36' TRACT G \ DALPAY 59I', I (OPEN SPACE) EXISANG TREE 44\/ I a� � 38 I TO BE SAVED 45 o ! ROW 3 -0` I Z I I II (ACCESS) _I ------------- _= ----- -- -- 34 —1 31' I I 1 N89 O1 '03"W 00 R/I IAI -2 >: 0 i > - - N I - - - I 11/89 0103 17 175.50 o ACCE,S) 175.50 0 17' \ PUBV A N0058'57E` 1 - 16 = �6' 25' 25'- 1=416. 1 -! 19' \ 5.06 I SEWER ESMT -Z 30f98.50, ROW 3 = 31f75.50 (Typ) 40f00.00, ROW 3A END ROAD N C0 31 32 33 34 35� 36 37 ApN 042pPER 9061 LLG I 14 7 I DALPAY PR 31 15' 16' -25' - -25' 15' - -36' MENT NO- N .TRACTB - o N LOT L6 ELADJL oog3p0282, (ACCESS & UTILITY) ,•' I N OF RENT A,04-105pS2290 II ':I I I i I d• `' CITY N0. LU - 200 31' 15' 16' 25' - 25' _ 15' 36' L•L A. 'CC I 1E 15 14 13 I I l 12 11 10 CO > SEWER ESMTXI) 21f75.50 I \ I (TYP) END ROAD -15fi_ _16' -25� 11 IL 25'- r16' -19' I _ I I - - N89V1 '03"W 21f 00 17' 0 175.50 � I - (ACCESS) o 117' 40' 1 1127' 27 �I --------------------- ---- - ---26' ------26' I TYP) ESMT I ----_ -- --/ -- �- APN 0 42305;A2 ES 935 WATER ( LLC AY&A 50 WATER BSBL (TYP) I DALP I I I C0 TRACT 0 " (OPEN SPACE,) �' I 2 1 I O 15' I I BSBL (T1P) I III �9, - _ — — _ — — T • — — 10' UNITY 15' 27' ' ESMT (TYP) 27' 26 a. 10* 00. 00, ROAD A = 81*89.10, NE 12TH ST U CL W z MJ S 7/26/23 HHH SURVEYED: OTHERS KEL 9/12/23 HHH DESIGNED:: HOLLI HEA VRIN KEL 10/11/22 HHH DRAWN: MARY MOORS CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI HEA VRIN KEY MAP O O N N 83f00 1 �— I 847,0, 0 85f00 —+- - - I — SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL.• NAVE) 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON V'R vugv Planning/Building/Public Works Dept. SCALE: 1" = 30' 0 15 30 60 SITE LEGEND PROPERTY BOUNDARY RIGHT OF WA Y LOT LINE BUILDING SETBACK CRITICAL AREA - - CRITICAL AREA BUFFER T T TOP OF SLOPE PRIVATE ACCESS EASEMENT - - - - - - - PUBLIC ACCESS EASEMENT UTILITY EASEMENT STORM EASEMENT - - - __ _ _ SEWET R EA ------ WATER EASEMENT ------------ WATER BSBL BLOCK WALL KEYSTONE WALL QE30EQEOB ROCKERY EX TREES TO BE SA VED 0 0 7qY_ INS * I 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 N O TOWNS ON 12TH DATE 1011112023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO. HORIZONTAL CONTROL PLAN C1.22 2. SHEET: OF: 5 93 92*44.94, 29.44' RT BEGIN ROAD IMPROVEMENTS 92156.41, \ \ 9 QTOP OF SLOPE , f� :. 39.44 RT APN 951099TR,C II Pz.� . APN 951NG0HNp 0 ZNITA O EX/STING TREE \ (CRRACA AREA) 26.0 PRIVATE R AU TO BE SAVED �\ \ \. \ `�J EASEMENT r� 70f00.00 d 15 BSBL • .\ . PLAT OF WOODB IER � _ � BEG/N ROAD .� ------------------- O N v 00 0 APDpMINIKgKU 16.0 PRIVATE R AD EASEMENT PLAT OF WOODB IER -- ---------- N 951090040 APGpN ALEZ JpHN IVATE ROAD F VT WOODB IER AP 9-0p30 9510 pHEN EIpI K 0130 PN 3307Ou RENTON A CITY pF ,0050 APNJENp7SpNIFER LE I \\ ; o• 10� �x�o •' ' 10' �P 78 i SEE ROAD SECAON, 6' $ SHEET C3.31 4 / ° \ 79 6 ' ,, ; 76 STAIRS SHALL BE CONSTRUCTED 4' a•I . WATER ESMT (TYP) PER CURRENT INTERNA TONAL \ \d. BUILD/NG CODE. SEPARATE I WATER BSBL (TYP) \ BUILDING PERMIT /S REOU/RED. _ 80 I I \ 1 _ 75 15' BSBL \. \ \ 6 , I (TYP) \ PEDESTR/AN CONNECTION 74 TO SUNSET BL VD • •:. I rl 81 •. :; 10' W/DE PUBLIC \ \ I o i ACCESS ESMT \ • I , : • ; . PROPOSED \ 82 •� r 10' UTILITY ESMT \ \ 73 (TYP) 83Ile O I�i TRACT) �.m 72 14..—1---- -- (STORM DRAINAGE) \ 00 I. 17490.67, ROAD A 71172. 00 ROW 6 \ CEMENT CONCRETE SIDEWALK Lj\ \ I " PER C.O.R. STD PLAN 102 84 �\ ---71- B - --- __ '_' --__________ __� \ :�.\ SEE SHEET C3.42 (TYP) \ ------------ d.. 0 o d \ _ CEMENT CONCRETE CURB \ k , 85 — — 1 - - --- - • ---- \ PER C.O.R. STD PLAN 101 0 17*00 SEE SHEET C3.42 (TYP) O,qp °; h ; A � � � \ 86 5 4 SEWER ESMT ° �� I - — �� ems" v �1 O (TYP) o I i SEWER ESMT 1 00 If 70 10 ..I a `.? T �I I 'I 6-9 LL A d Q • \ 68 89 I :X 66 65 64 63 62 61 6O�111 s tICRI77CAL AREA) 90 87.77 I . ` .: ,,i .I 67 / \ WATER ESMT (TYP) w \ /:!%J✓� LL\ END ROAD I \ , •. WA TER BSBL (TYP) 14f 49.57, ROAD Ax 11 1 11 = \ \ l ° .... ----- - -- - ------ - - .00, - \ - / 50f00 ROW 5, � _ _ i. .• '- PROPOSED STREET TRACT R 2 50 00 - • (OPEN SPACE) 51f77.31 _ !' o a � 6 \ LIGHT (TYP) 15' BLDG SETBACK (TYP) _ _ ROWS \ END ROAD 0 51 0 ACCESS) — R % 1 r 15' BUFFER (TYP) a: a: PUBVC ALLEY .. • \ . •' %�i 40 /N/< f h \' t. T ' - TOP OF SLOPE TYP 15 BLOG (TYP) TRACT L 53 54 55 56 57 � 58 59 0_ 4 �� ' 41 41 *24. 88 (CRITICAL AREA) SETBACK (TYP) 1 I I •• ^ I END ROAD UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SEESHEETC1.24 LOT AREA TABLE AREA TABLE AREA TABLE LOT AREA LOT AREA 1 4157 37 2011 2 2397 38 1666 3 2476 39 1584 4 2464 40 1998 5 3009 41 1121 6 1771 42 1512 7 2336 43 1453 8 2324 44 914 9 2355 45 1643 10 2011 46 1656 11 798 47 978 12 1268 48 1320 13 1268 49 1320 14 798 50 978 15 798 51 982 16 1603 52 1405 17 1691 53 1294 18 868 54 978 19 1380 55 978 20 1380 56 1320 21 868 57 1320 22 868 58 979 23 1654 59 1789 24 1400 60 2371 25 806 61 1151 26 806 62 1961 27 1281 63 1883 28 1281 64 1236 29 806 65 1241 30 1571 66 1786 31 1603 67 1528 32 798 68 1080 33 798 69 1080 34 1268 70 2679 35 1268 71 1586 36 798 72 1003 AREA TABLE LOT AREA 73 1544 74 1608 75 992 76 2924 77 2969 78 682 79 683 80 1087 81 1106 82 737 83 1148 84 1197 85 739 86 1152 87 1249 88 910 89 911 90 1132 ROW 44679 ROW 1 2920 ROW 2 3110 ROW 3 5486 ROW 4 7898 ROW 5 3076 ROW 6 7317 TRACT A 3109 TRACT B 3254 TRACT G 4873 TRACT H 9089 TRACT J 18967 TRACT K 905 TRACT L 11576 TRACT M 24139 TRACT N 1750 TRACT 0 3469 `(EYMAP SCALE: -1 = 30' 0 15 30 60 SITE LEGEND PROPERTY BOUNDARY RIGHT OF WA Y LOT LINE BUILDING SETBACK CRITICAL AREA CRITICAL AREA BUFFER T T TOP OF SLOPE PRIVATE ACCESS EASEMENT — — — — — — — PUBLIC ACCESS EASEMENT UTILITY EASEMENT — — STORM EASEMENT — — — — — SEWER EASEMENT -------------- WATER EASEMENT WATER BSBL \ BLOCK WALL KEYSTONE WALL CECSCIBOB ROCKERY �� Oo EX TREES TO BE SA VfD \ o 0 A/ WA 99143.22, 29.00' RT / END ROAD IMPROVEMENTS IS7ER •���"� j`.�. • ZINAL . O 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE \ PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 ' 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: SCALE: VERTICAL NAVD 1988 SY OTHERS HORIZONTAL: NAD 1983/1991 AS NOTED 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: CITY OF 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: HOLL/ HEAVR/N RENTON MARY MOORE ONE INCH DATUM CHECKED: AT ROLL/ HEA VR/N IF NOT FULL SCALE Planning/Building/Public Works Dept. ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ HEA VR/N O O 0 N v O O N N N DATE: O TOWNS ON 12TH 1011112023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: SITE PLAN C1.23 0 SHEET: OF: 6 93 Z ti O Z O N v SEE SHEET C1. 23 0050 /~ II — �7T1\ y1v I N viv d IV IV mv APN ENNIFER LE / = �' 15' BLOC �� TRACT L 53 54 55 56 57 58 59 / (GRIT/CAL AREA) SETBACK (TYP) 1 I I / I \ \WW /W 20' W/DE PUBLIC ACCESS ESMT (TYP) •1 zzIF \IW ly 10' W/DE PROPOSED PR/VA TE STORM STREET LIGHT �� �X I I • DRAINAGE ESMT (TYP) 52 51 50 49 II \ WATER ESMT (TYP) 48 4746 WATER BSBL (TYP) 12f89.35, ROAD A = 54f59.91, ROW 4 _ — 53 00 N 54f00 / TRACT M o — + — (OPEN SPACE) _9046 1 �•,.- �. , I 11 APN 04230 \NoNG+— o r KANS \T _ / i i SEWER ESMT B d I 12f84.29, ROAD A = (TYP) 30f 00. 00, ROW 3 \ 1 24 25 26 27 I ' : 28 29 30 :• :* —o 0 0 I I tea: TRACTA d _ I I (ACCESS & UTILITY) = _, 4 15' W/DE — o PUBLIC STORM DRAINAGE ESMT Zj 23 22 21 20 19 18 17 ' Q i I SEWER ESMT (TYP) I I �, /�► e . Y 18f 11.01, ROW 2 = I I — -7_ — �.:: - — 51f37.96, ROW 4 ' —� I —, ` ° -.� — _91�4 — 19f00 co o • a ' •a: APN 042E MY VO ACCESS PNUON I I y .y d r--- -- ---- - --- - ---- ----- ----- - -- I— TRACT N I I I B 5 9262 (OPEN SPA I i 11 f 41. 29, ROAD A= N 042N'DWIN I I d I 20f00.00, ROW 2 0 I�A DAMES I 9 8 �: 7 6 5 10 UTILITY ; I I CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE CURB Q ESMT (TYP) i i PER C.O.R. STD PLAN 104.3,, PER C.O.R. STD PLAN 101 Q INSTALL 3 MAXIFORCE SEE SHEET C3.42 (TYP) SEE SHEET C3.42 (TYP) Q COLLAPSIBLE BOLLARDS PER DETAIL, SHEET C3.43 79f79.64, 23.00' L T — — T• �' — — — ao 78f00 T— — I— — 79f� 00 79*71. 91, I3. 00' L T BEGIN ROAD IMPROVEMENTS W LU OO J W 81f00 — NE12TH ST <I ' /� SEE ROAD SECTION, l' SHEET C3.31 (TYP) 50f 00.00, ROW 4 = 80f 00.00, NE 12TH ST UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 I �I •I i� fl Ili li liSIM ll�i�l AMP WA ITR ESUT (TYP) .... WA ITR 85BL (TYP) AMP . . 0 *00 o 10f 00.00, ROAD A 81f89.10, NE 12TH ST W 8-' 00 � � I CL a� I PERPENDICULAR CURB RAMP _ PER WSDOT PLAN F-40.15-03 W SEE SHEET C3.41 (TYP) z 1 ' 1 r4r r' -,� TO ; / APN 0420PERICS1LLO DALPAY PR 20' WIDE PUBLIC NT NO - ACCESS ESMT (TYP) E A",ST 300282' T LINE LN O9 CITY OF OELUA ON 02 005OS22g0p0 L.C.A. N REC. NO 20 —21f75.50 END ROAD -55 APN 0423ATES LLC DALPAY & Assoc CEMENT CONCRETE SIDEWALK PER C. O.R. STD PLAN 102 SEE SHEET C3.42 (TYP) 10' UTILITY ESMT (TYP) //"--83f80.79, 23.00' L T 83f88.12, 13.00' L T END ROAD IMPROVEMENTS `(EYMAP 0 O N N I 84f 00 -r— — SAWCUT (TYP) SCALE: 1" = 30' 0 15 30 60 SITE LEGEND PROPERTY BOUNDARY RIGHT OF WA Y LOT LINE BUILDING SETBACK CRITICAL AREA CRITICAL AREA BUFFER T T TOP OF SLOPE PR/VA TE ACCESS EASEMENT — — — — — — — PUBLIC ACCESS EASEMENT UTILITY EASEMENT — — STORM EASEMENT SEWER EASEMENT WATER EASEMENT -------------- WATER BSBL BLOCK WALL KEYSTONE WALL CECSCIBOB ROCKERY EX TREES TO BE SA VfD 0 0 a�pK INS h%�. ' % 10/11 /23 CIVIL ENGINEERING ALL 014SRHEAD POWER LINES ALONG LANDSCAPE ARCHITECTURE THE NORTH S/DE OF NE 12TH ST PLANNING SHALL BE UNDERGROUND DESIGN SURVEYING 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: SCALE: VERTICAL NAVD 1988 BY OTHERS AS NOTED HORIZONTAL: NAD 1983/1991 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: CITY OF 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH HOLL/ HEAVR/N RENTON DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLLI HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLLI HEA VR/N 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING %+ yqi 12/06/2023 ' N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: SITE PLAN C1.24 SHEET: OF: 7 93 N v RIM=398.39' IE 12" CNC SE=394.44' IE 12" CNC NW=394.44' T APN 951099, APN 915ANZgNUo� X ZNIT EXISTING TREE 26.0 PRIVATE R AD TO BE SAVED EASEMENT AT OF WOODS IER (TYP) W W NE 14TH P ----T-------------I------- _00 0 EXISTING A N 951K9KU PARTIAL FOOTPRINT 16.0 PRIVATE R AD EASEMENT PLAT OF WOODS IER ------------- NE 14TH 117 SEE POND SECTIONS - - - SHEET C2.31 EAT ,0040P P APN 95109 ALEZ 1 JOHN EXISTING HOUSE PARTIAL FOOTPRIN IVATE ROAD - VT LAD ER ON E - WOODB IER RI-430.08' G _____ __IE_6"-PVC_= 426.58' IE 6" PVC E=-C .58 I� 12" ADS-426.48' B & GUTTER NE14TH_ _- TEMPORARY SEDIMENT POND REQUIRED SURFACE AREA: 8,148 SF PROVIDED SURFACE AREA: 8,480 SF 160' LONG X 53' W/DE X 3.5' DEEP PER COR STD PLANS 216.00 AND 216.10. SEE SHEET C2.32 N�EIDI r" EXIS I ING HOUSE PARTIAL FOOTPRINT i /RIM=398.17' E 12" CNC E-392.82' IE 12" CNC W-392.82' LUMINAIRE & LIGHT JBOX WATER MANHOLE CONTRACTOR SHALL PUMP INTO EX/ST/NG CON I/EYANCE SYSTEM. PUMP RATE SHALL NOT EXCEED THAT OF THE EX/T/NG CONDITION 10 YEAR STORM RATE Of- 1. 052 CFS (472 GPM) CONTRACTOR SHALL INSTALL ELECTRIC PUMP AND CONNECT TO TEMPORARY POWER BY QUAL/FIFO, L/CENSED ELECTRIC/AN. GENERATOR SHALL BE ON SITE TO ASSIST /N THE EVENT OF LOSS OF POWER oo��lF �41, LIGHTSTp/�F \ o r\ \I JBOX \�� \ \ s SSMH-48" TYPE 2 1 / I } \ \ \ ��� \ I RIM=397.73' DVS \ \ �\ P IE 24" CNC SE=374.73' \ \ \\ \\ \\ \\ W<ER \ IE 24" CNC NW=374.73' BLOWOFF \ (CHANNELED) /A< FIRE HYDRANT TEL. � LUMINAIRE & \ \� \\ ISER \ \ LIGHT JBOX -A, 430, I y \\ \\ \ \ CB TYPE RIM=396.04' F CE /ORNER 18" CNC SW=392.14' 424 6l5'E UA LINE DISCHARGE FROM TEMPORARY \ \ \ \ \ \ \ \ A\ 10, CONC. \ SEDIMENT POND SHALL BE PI AR I TEM 21 \ DIRECTED TO VAUL T UPON \ \ 1 \ o \ REA OF CONCERN CONSTRUCTION OF VAULT \ _ \ \ LIGHT I 1JONC. ER KCCC/KCSC CASE'°. ,'� I l ` \ \ \ \ \ JBOX \ 1 PILtLAR 0. 19-2-19678-5 \ \ \ FENCE CORNER I / i .7'E OF LINE ��0 1 JE u( JE M. S/Z T FENCE SHALL BE PLACED AT BACK OF EX/STING SIDEWALK WHILE SITE /S BEING DISTURBED. DURING FRONTAGE IMPROVEMENT CONSTRUCTION, EX/STING SIDEWALK SHALL BE REMOVED AND S/Z T FENCE SHALL BE INSTALLED ALONG EX/STING BACK OF CURB FOR PROTECTION AS THE INSTALLATION OF THE NEW SIDEWALK AND WALLS ARE COMPLETED. FIRE HYDRAN- PLAST/C COVERING AND TEMPORARY SEEDING TO BE PROVIDED AS NEEDED TO TEMPORAR/ Y STAB/L/ZE SLOPE PR/OR TO FINAL \ STABILIZATION PER COR STD PLAN 213.30. SEE SHEET C2.31 (TYP) /-LIGHT JBOX N V SCALE: 1" = 30' 0 15 30 60 6' WOOD FENC / BB / / \ ----- It�12" CNC M-3.� \ \\ \ 96 T I \ / I -- 9004 \ \\� \ \ \ \ \ CATCH BAS/N INSERT I 15" TEMPORARY / / - \E " CNC SEA 90.04' \\ \ �`�o \ \\� \ \S PER C.O.R. STD PLAN 216.30 RISER / I IE`.8" C NE=3 014' TO BE INSTALLED ON ALL CATCH I \ \\ \ ALL TREES OUTSIDE OF CLEARING BASINS W/TH/N 200' DOWNSTREAM LIMITS SHALL BE RETAINED OF THE PRO✓ECT SITE ALONG NE \\\_\\\ \� (TYP) \ A SUNSET BLVD / " / \ \ I ` �'° \�� \\\� LIGHT S/��� SEE SHEET C2.32 (TYP) AAA / I ' / ' \ �, \\ \\\\ B-07 _F- 394-�\ �2.. I x \ -412- CATV RISER \ /� \ \�\ \ F G/ TEL. RISER CATCH BA SIN INSERT_- ( / PER C.O.R. STD PLAN 216.30- \ DITCH CHECK DAM SEE SHEET C2.32 (TYP) \ / � - _ PER C.O.R. STD PLAN 217.40 \ > SEE SHEET C2.32 TYP APN 042305 -W63 \ INTERCEPTOR SWALE 7`VALP11/-muPERTES LLC \ _ _ PROPOSED CLEARING I f PER C.O.R. STD PLAN 217.10 IR / / � PROPOSED F/N/SH LIMITS (TYP) ROCKERY \ SEE SHEET C2.32 (TYP)\GRADE CONTOUR -' O / 426 (TYP) SlL T FENCE / \ / PER C. O.R. STD PLAN 214.00 0130 RI \ ,� / \ \ I / - - SEE SHEET C2.32 (TYP) APN 330E RENTON / I i I \ J I - EXISTING GROUND - ov \�30 _ _ _ I CONTOUR (TYP) \ TREE PROTECT/ON AS PAINT \ FENCE (TYP) MARK NNO GAS"� \ , LADDER ONE / _ POWER \NT- RIM-431.02' �1'W , / � � \ �� / / 1 MQ "NO POWE IE 12" ADS S-424.82' - IE 6" PVC SW=426.02' 6'H WOOD IE 12" ADS W-424.32FENCE \ \ / 0780,005T RE ED B ER APNJEN 0 FER LE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 �:•�.�� I �j ��I��♦�O '�>o �•;� �� �I�► ♦�•�.�UMINAIRE x RI =391 X 15' BUFFER (TYP) N E--)A I SEE SHEET C2.02 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS \I�Cem FIL M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M Ei"-CrS SE'k89.80' "-FI< HYDRANT - & VALVE CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP NOTES 1. THIS PLAN /S FOR WORK OCCURRING MA Y 1ST - SEPT. 307H V ANY WORK BEYOND SEPT. 30TH WILL REQUIRE A WET WEATHER PLAN APPROVED BY THE CITY OF RENTON. 2. TURBIDITY LEI/EL OF TREATED WATER LEAVNG SITE MUST NOT EXCEED 25 NTUs. pH LEVEL MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. MEASURES SHALL BE PROVIDED IN THE FIELD TO PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT 0 PROPERTIES. 4. ANY DAMAGE TO ROADWAY, CURB AND SIDEWALK DURING 0 CONSTRUCTION WILL REQUIRE RESTORATION AS PER CITY OF O RENTON STANDARD PLAN. 0 5. TREE PROTECTION FENCING SHALL STA Y INTACT UNTIL AUTHOR/ZED N TO BE REMOVED BY CITY STAFF. N 6. A CERTIFIED ARBOR/ST SHALL BE ONSITE DURING WORK WITHIN THE DR/PLINE OF THE PROTECTED TREES. 7. A CONSTRUCTION STORMWATER PERMIT FROM DEPARTMENT OF ECOLOGY /S REQUIRED SINCE THE LAND DISTURBANCE OF THE SITE EXCEEDS ONE ACRE. A CONSTRUCTION 5TORMWATER PERMIT FROM DOE SHALL BE PROVIDED BEFORE C/I/IL CONSTRUCTION PERMIT ISSUANCE. EROSION LEGEND CONSTRUCT/ON ENTRANCE CONSTRUCT/ON ENTRANCE GRA I/EL CLEARING LIMITS LINE CLEARING LIMITS LINE TEMPORARY P/PE x x x SILT FENCE TREE RETENT/ON FENCE SWALES +� ROCK CHECK DAM CB TYPE 1 SOLID LID RIM=390.96' 0 ° EX TREES TO BE SA VED IE 8" CNC S=388.66' RIM=390.81' IE 18" CNC NW=384.81' 8" CNC N-386.96' _ �OpK INS y RIM-391.43' �2'S �,• wAshj• A IE 24" CNC SE=377.53' Ov�Q o• Z IF 24" CNC NW=377.43' Z; LIGHT / � JBOX 99CE�' �� '• ISTER �� TYPE 1 Il1NAL RIM=390.34' IE 6" PVC - /�'��\ 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE '-CB TYPE 1 PLANNING 93M a 5 IE IE 12" CN( DESIGN SURVEYING PVI IE 12" CNc 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023U1 1 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 TEMPORARYEROSION & SED/MENTA T/ON CONTROL PLAN N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C2.0.1 SHEE1: OF, 8 93 Z ti O Z O N v a S0,p05T - RE ED APN NIFER LE �� JEN i 1 3 D ! W W I W W C14 W .. WETL 1 1 \ \ FLAG -7 WETLAD / \\ FLAG AX I � �Y /j p42305-9046 1 �/ A KANSOON W / I I 1 10' HOGWIRE\ \ FENCE -0- SEE SHEET 2. 01 � ALL TREES OUTS/DE OF CLEAR/NG I� \ I I / I k/ ", EXISTING TREE _ LIMITS SHALL BE RETAINED \ I r I �� TO BE SAVED (TYP) / (T ) 1 I CI O REi NG OT LINE ADJUSTMENT NO. L..A. �O. -106-LLA, L-30028Z J GTE \6/IC2005082290 OU9 43 I / I I CHAINLINK I III \ , I iFENGE SCALE: 1" = 30' \ / / -438- RCEL B \ / / fI x PN 2305T099 DPE-9ES LLC J \ ` \ I APN 0123I p5-9067 1 I x / D�tPAY PRoP n I TREE PROTECTION �-440 ^�_ � I I I I FENCE (TYP) x -XI NG �I S/LT FENCE I \ / LOT \\IIII D� 1 ---� I\ PEC.0..R. RSTD PLAN 214.00 I LOT 5 SEE SHEET C2.32 (TYP) x \ "'o -442� �\ 1I 1 // - I 1 9061 PROPOSED CLEA30 R/NG N \ 0425P S LLc LIMITS (TYP) i j DAAPAY PRpPERTIE \ Al FIN. F \ / x / a \ /I / ELEV.- 46' i / NT NO STME �o A CERTIFIED ARBOR/ST SHALL \ / I / x T LINE A , �ND�3o02 N BE ONSITE DURING EXCA VA TION \ I / I 1 1 I / N o9 LO LL2 WITHIN THE DR/PL/NE �I / EXISTING / x Y OF RE L �oA 0420005p822g000 I I GARAGE ROOF / CI A. NO -CC. NO. I \ 4. �, \ / / �� / I / I LEV.=440.55' / 426 � I � ^� I \ x I \ 2.5'S/ HED ) I / ) x 4 .3W ti i I j~ / C. NO. 4 0033 €ITEM 11} / \ I / r I P WER oy POWEe 1 I /. / I TER 6CE 8E \ 0 EIR MF j I ( ~ \ oul x o J ✓ _ \ \ Ado_ \ \ / I N\��4 �FI< HYDRANT EI 0 & VALVE \ I \ _------� - WATER HOTBOX I � ---------- / / I "� LAN ��`VDc / /---}--------------t------ ------ ` / / / I �----V--- -----\---------}--- I-- -- - ___________ � �' i '����' TOP OF SLOPE (TYP) l INTERCEPTOR SWALE W LAND /� / ( � I / PER C.O.R. STD PLAN 2>7.10 1 C_ F AG A-fG SEE SHEET C2.32 (TYP) 15' BUFFER (TYP)-406�\� DITCH CHECK DAM x 9245 C �_ \ I I PER C.O.R. STD PLAN 217.40 i I � � � - N V42305-TIES LL l SEE SHEET C2 32 (TYP) + �P AY PR OPER I APN 042E My VO PNUoN I APN MESS JAD\N N 2 JAM POWER POLE 3.1 W 5.3W ROOF OVERHANG EXIST HOUS 5. 2.89N MAILBOX TEL. RISER a �eB L8�WATERXC1,� w r JIl SSCO STREET SIGN "NE 12TH ST" & z STOP "SHELTON AVE NE" W SIGN �DMH- RIM=437.03' z a LL IF 12" CNC E-433.68' CO IE 8" CNC SE=433.88' Q IF 8" CNC SW-433.88' ZO IE 12" CNC W=433.78' W 2 Zo ---_o---- --- - --- If - ----- X �- '-------------1--- - - - - -- ALL C)( If ON-SITE STRUCTURES 2 -------------------- ---- - ---- -- IT P; %7 I �---- ------------ --- gJ ZONE RMF °¢ o 8 € ` �� TO BE REMOVED (TYP)-- �- _ x ------------- \--_ I--------- - I ---ZONE R-10 ---- 4 PARCEL C -J I 11.0 RESER ATION FOR INGRES & /7 / A 1 I I I €ITEM 17� 3.0E 1 EGRESS RE NO. 4330033 €IT M 11 APN} \ \ I I x I I I 042305-9140 / STABILIZED CONSTRUCTION ENTRANCE 1 x DALPAY i I I )PARCEL E I CHAINLINK PROPERTIES LLC i ! / PER C.O.R. STD PLAN 215.10 APN 0 305 100 , FENCE LOT 3 I ! �\ SEE SHEET C2.32 (TYP) DALPAY PROPER LLC / 9235 C I 3p5-91 K f o \ _ \ / N 042305CIATES LL SO FEN E CORNER i 1 AP UIS4WppOCOC EX STING ) �r I _-A -7-- CATCH BASIN INSERT �'� _ _ i LPAY & AS 3.4' OF LINE I I L G RAGE % PER C.O.R. STD PLAN 216.30 / DA -4� 3.8E J I I ( SEE SHEET C2.32 (TYP) \ ENCE I EXISTING LOT ON L NE i SHED 3.5E EXISTING Ir- 2�i 1 �¢ 26� II WOOD HOUSE I ( 0423p5-9 I \ N \ FENCE M I I PARTIAL I ! P ER LE FOOTPRINT I JENNIF\ SLOT 1 II I I \ x PROPOSED fIN/SH ! ABANDON EX/STING \ \ + GRADE CONTOUR _ A EA OF I 0.0 INGRESS, EG SS & WATER METER / I (TYP) G AVEL - _-r - f-----------UT1LTY�AS E T_RE� I / I NOS. 558 11 8p303 II ,ONE RISER I- - - - - - - - - I EX/STING GROUND €ITEM 12&ITEM13 oL NEW P LE WER POLE CONTOUR (TYP) -&ROSSING - - - B - - - - - -& RICK A4SFBRMI OLD CUT 3 MAIL - - - - OH-6 POWER POLE - \ OH BOXES _2 _ _ -- -------- - 4/ HP - H o o off „ o OH- o °BUS SIGN" OH-1 OH-10 - - nup OHP -3 oHP -�_ �H` ' ` x oH^ off FOGLINE RIM=425.14' q1'N \ \ \ - _ BHP IF 8" CNC F-411.74' \ \ NE 12TH STREET off-8 P LIMIT _ °HP "SPEED off-12 IE 8" CNC W=411.84' SINGLE YELLOW STRIT - _426- � OH-13 ss �w w w w w w W - ° - 25 MPH" // "NO NARKING Gy r i CNC E W424.34-- W w w w -/G EXTRUIED CURB FOGLINE ANYTIME/ G IF 12" CNC W=424.44' - a^ _ \ SD SD SD- cm sD SD / _ XTRUDED CURB _ FOGLINE EXTRUDED CURB MOCKERY cM cM sD SD�s c G `(EY MAP NOTES 1. THIS PLAN /S FOR WORK OCCURRING MAY 1ST - SEPT. 30/7/ ANY WORK BEYOND SEPT. 30T/l W/LL REWIRE A WET WEA THER PLAN APPROVED BY THE CITY OF RENTON. 2. TURBIDITY LEI/EL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 NTUs. pH LEVfZ MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. MEASURES SHALL BE PROVIDED /N THE FIELD TO PREVENT SURFACE RUNOFF RUNNING FROM SUB✓ECT LOT TO ADJACENT PROPERTIES. 4. ANY DAMAGE TO ROADWA Y, CURB AND SIDEWALK DURING CONSTRUCT/ON W/LL REQU/RE RESTORA T/ON AS PER C/TY OF RENTON STANDARD PLAN. 5. TREE PROTECT/ON FENCING SHALL STA Y INTACT UNTIL AUTHOR/ZED TO BE REMOVED BY CITY STAFF. 6. A CERT/F/ED ARBOR/ST SHALL BE ONS/TE DURING WORK W/TH/N THE DR/PL/NE OF THE PROTECTED TREES. 7. A CONSTRUCTION STORMWA TER PERM/T FROM THE DEPARTMENT Of- f `C0Z OGY /S REWIRED SINCE THE LAND DISTURBANCE OF THE SITE EXCEEDS ONE ACRE. EROSION LEGEND CONSTRUCT/ON ENTRANCE CONSTRUCT/ON ENTRANCE GRA I/EL CLEARING L/M/TS L/NE CLEARING L/M/TS L/NE TEMPORARY P/PE x x x SILT FENCE TREE RETENT/ON FENCE - > SWALES ` ROCK CHECK DAM 0 0 EX TREES TO BE SA VED cv D So SD 10/11 /23 F CHAINLINK FENCE X WATER VALV SD RIM=436.07' "NO PARKING TELEPHONE a STOP I X CHAINLINK FEENCE ��- cnr--SD SD E 8" CNC NW=435.22' ANYTIME" RISER STREET SIGN I SIG I "NO PARKING GATE X o- CIVIL ENGINEERING "WALKWAY" "NE 12TH ST" & a � � "BUS SIGN" VINYL FEN "NE 11TH PL' I W ANYTIME" LANDSCAPE ARCHITECTURE -FIRE HYDRANT U ° RIM=426 41' / & WATER VALVE SILT FENCE SHALL BE PLACED J 1 IE a" ONO Nw-*25�6� "WALKWAY" PLANNING AT EX/STING EDGE OF PAVEMENT RIM=425.63' a WHILE SITE /S BEING DISTURBED IE a" CNC NE=425.7a' RIM=427.83, �1,s DESIGN SURVEYING IE 12" CNC E=424.93' IE 8" CNC SE-425.03' 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 Z IE 8" CNC SW=425.03' IE 12" CNC W=425.03' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 R-425509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 0 N N yqI 12/06/2023 Z N 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: SCALE: VEffnCAL* NAw 1988 DATE: O / BY OTHERS AS NOTED HORIZONTAL- NAD 1983/1991 CITY O F TOWNS ON 12TH 10/111202J (� 2 REVISED PER CITY COMMENTS KEL 9/12 23 HHH DESIGNED: 3916 & 3926 NE 12TH ST, RENTON, WA98056 FIELDBOOK: 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: HOLL/ HEAVR/N RENTON PAGE: MARY MOORE ONE INCH DATUM U DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARY EROSION & SEDIMENTATION C2 02 O� ROLL/ HEA VR/N IF NOT ONE INCH ACCORDINGLY �+ NO. REVISION BY DATE APPR APPROVED: SCONTROL PLAN SHEET: OF: ROLL/ HEA VR/N 9 93 Z ti O Z O N v STORMWA TER POLL UT/ON PREVENT/ON NOTES 1. NO LIQUIDS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS,DETERGENTS, PANT, PESTIC/DES, CONCRETE ADMIXTURES, FORM OILS, ETC. SHALL BE STORED ON SITE. 2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 3. ALL FUELING SHALL BE PRO1/IDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON SITE. 4. ALL 1/EH/CLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFS1IF 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED. - A. UNUSED CONCRETE REMAINING /N THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINATING BATCH PLANT FOR RECYCLING. 9 CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED TO,, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHAL T. C. EQUIPMENT THAT CANNOT BE EAS/L Y MOVED, SUCH AS CONCRETE PA VfRS, SHALL ONL Y BE WASHED /N AREAS THAT DO NOT DIRECE Y DRAIN TO NATURAL OR CONSTRUCTED STORMWA TER CONVEYANCES. D. WHEN NO FORMED AREAS ARE AVAILABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PA1/ED OR LINED SUMP. SEE THESE PLANS FOR LOCATION OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL EITHER BE NEUTRALIZED PR/OR TO DISCHARGE TO THE SEDIMENTATION FACILITY OR DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUTTING AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHAL T OR TO PA VED OR LINED SUMP. WASTEWA TER FROM CONCRETE SLURRY WASH SHALL NOT BE DISCHARGED INTO THE SURFACE WATER, SEDIMENT RETENTION SYSTEM, OR THE VAULT. 7. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL BE DISCARDED TO THE SEDIMENTATION FACILITY OR TO THE SANITARY SEWER. 8. APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CONDUCTED /N A MANNER AND AT APPLICATION RATES THAT WILL NOT RESUL T IN LOSS OF CHEMICAL TO STORMWA TER RUNOFF. MANUFACTURERS' RECOMMENDATIONS SHALL BE FOLLOWED FOR APPLICATION RATES AND PROCEDURES. 9. THE CONTRACTOR SHALL DESIGNATE A PERSON AS THE RESPONSIBLE REPRESENTATIVE IN CHARGE OF EROSION CONTROL AND MAINTENANCE OF ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION FACILITIES. DUST CONTROL WHEN EXPOSED SO/L SURFACES ARE EXPOSED TO THE POINT THAT W/ND TRANSPORT /S POSSIBLE, THE EXPOSED SOILS SHALL BE SPRA YED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERA TED BY SPRA Y/NG. 430 r ----1 430 6' BERM (TYP) 160' EL. = 424.46 1 MAX 3.• 1 MAX \ \ � EL. = 420.96 j� I\ 420 \ WRE-BACKED S/L T FEN E 420 \ STAKED HA YBALES WRA OPED \ WITH FIL TER FABRIC OR 2:1 MAX EQUIVALENT D114VER TESL AA HOR/Z. SCALE. 1 "=30' VERT. SCALE- 1" 5' 0+50 1+00 1+50 2+00 2+25 CREST OF EMERGENCY SPILL WA Y 6' BERM (TYP) 430 430 2.1 MAX - EL. = 424.46 1 ' 2:1 MAX 3.1 MAX ^ 3.1 MAX OUTLET PIPE EL. = 420.96 420 420 Tf -MPORARY CONTROL STRUCTURE. SEE DETAIL THIS SHEET SECURE TANDP/PE /N CONCRETE PAD OR TO METAL PLATE TO PREVEN T FL 0TA T/ON. TES BB HOR/Z. SC LE.• 1" 30' VERT. SCALE- 1" 5' 0+50 1+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 DEWA TERING CONTROL ANY RUNOFF GENERATED BY DEWATER/NG SHALL BE TREATED BY DISCHARGE TO SEDIMENTATION FACILITY. IF DEWATER/NG OCCURS FROM AREAS WHERE THE WATER HAS COME INTO CONTACT WITH NEW CONCRETE, THE pH OF THE WATER MUST BE MONITORED AND MUST BE NEUTRALIZED PRIOR TO DISCHARGE. A DEWA TER/NG PLAN MUST BE SUBMITTED AND APPR01/ED BY THE CITY OF RENTON PRIOR TO DEWATERING ACT/Y/T/ES. GENERAL STOCKPILENOTES STOCKPILE AREAS TO BE COVERED WITH 1/ISQUEEN PLASTIC (MIN/MUM 6 MIL.), WHEN NOT IN USE. WSQUEEN /S TO BE HELD /N PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE PILE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. CONSTRUCTION SEQUENCE 10 SCHEDULE AND A TTEND A PRE -CONSTRUCTION CONFERENCE W/TH THE CITY OF RENTON. 20 FLAG THE LIMITS OF CLEARING, INSTALL F/L TER FABRIC FENCE WHERE SHOWN ON PLANS. INSTALL E/THER 42" ORANGE SAFETY FENCE OR F/L TER FABRIC FENCE ALONG ALL OTHER LIMITS OF CLEARING WHERE F/L TER FABRIC FENCE /S NOT DELINEATED. CONTRACTOR TO COORDINATE WITH CITY TO WALK CLEARING LIMITS (AND TREE PROTECT/ON) PR/OR TO CLEARING OF THE SITE TO ENSURE ADJUSTMENTS DO NOT NEED TO BE MADE TO PROTECT TREES AND Vf'GETAT/ON TO REMAIN. O3 CONSTRUCT THE TEMPORARY ROCK LINED CONSTRUCTION ENTRANCE. 40 CLEAR THE AREA SHOWN ON SHEET C2.01 FOR THE INSTALLATION OF TEMPORARY SEDIMENT POND. CONSTRUCT TEMPORARY SEDIMENT POND. TEMPORARY SED/MENT POND CAN BE REMOV0 ONCE DETENTION VAUL T /S FULL Y CONSTRUCTED. O5 CONSTRUCT THE DETENT/ON VAUL IS, CONTROL STRUCTURE, AND OUTLET P/PE. SEE SHEETS C4.31 & C4.32 FOR DETA/LS. INSTALL FILTER FABRIC PROTECT/ON ON NEWLY CONSTRUCTED CATCH BASINS AND EXISTING CATCH BASINS AS DESIGNATED ON SHEETS C2. 01-C2. 02. O6 BEGIN CLEARING AND GRADING WHILE EXTENDING TEMPORARY INTERCEPTOR SWALES. BRING THE SITE TO SUBGRADE, INSTALL UT/L/TIES. HYDROSEED AS SOON AS PRACTICAL. 70 STAB/L/ZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPL/CAT/ON OF BMPS BY HYDROSEED, SOD, OR SIMILAR METHOD. 80 REMOVE EROSION CONTROL FACILITIES EXCEPT INLET F/L TERS. (ONL Y WHEN APPROVED BY CITY INSPECTOR) 90 PA VE ROADWA YS. 10 REMOVE INLET F/L TERS WHEN THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 11 CLEAN STORM SYSTEM PR/OR TO USE. DO NOT FLUSH CLEAN/NG WATER DOWNSTREAM. 12 TEMPORARY BMP'S CAN BE REMOVE-D ONL Y AFTER PROJECT /S COMPLETE AND RISK OF S/L T LADEN WATER LEA V/NG THE SITE HAS PASSED. WET WEA THER CONSTRUCTION NOTE. - ALL PROJECTS WORKING UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUBSTANTIALL Y COMPLETE BY SEPTEMBER 30TH TO A VOID IMPLEMENTA TION OF RA/NY SEASON CONSTRUCTION REQUIREMENTS. PROJECTS THA T W/LL NOT BE SUBSTANT/ALL Y COMPLETED BY SEPTEMBER 30TH SHALL SUBMIT A SEASONAL SUSPENSION PLAN AND/OR WET WEA THER PLAN PREPARED /N ACCORDANCE WITH THE GENERAL STANDARDS FOR RA/NY SEASON CLEARING / GRADING, FOR APPROVAL BY THE CITY OF RENTON. AN APPROVED PLAN MUST BE AVAILABLE BY SEPTEMBER 1ST. ALLOW 7 WORKING DAYS FOR EACH REVIEW PER/OD. THE APPR01/ED PLAN MUST BE IMPLEMENTED BY SEPTEMBER 15TH. IF NO PLAN HAS BEEN APPROVED BY SEPTEMBER 1ST, THEN STOP WORK AND SECURE THE SITE AGAINST EROSION, NO FURTHER WORK W/LL BE PERM/TTED UNTIL MAY 1ST WHEN THE DRY SEASON RETURNS. Docu51gn Envelope ID; 6EECF5B6-642A-4E4A-8436-A317AA538878 SANDEA0 0"P.1 10' lrlA% Ili TOE IN SHEETING IN I i�'•"'' .� I - . 4' ■ 4- MkN TRENCH �11 PROVIDE ENERGY DISSIPATION AT TOE. IF EROSION 18 LDLELY 10'MAX NOTES: 1. C0 0910%5 OF USE 1.1 PLAST2 COVERING MAY BE USED ON DISTURBED AREAS THAT F1EOL11RE COVER ►IEA$UREB FOR LESS THAN 30 DAYS 1.2. PLASTIC IS PARTWULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1-2- CLEAR PLASTIC SHE ETR-1G MAY BE USED OVER NEWLY-WEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTID SHOULD NOT BE USED FOR THIS PURP05E DURING THE SUMMER MOKTHS. 1,4- THIS METHOD SHALL NOT BE U$!Eb UPSLOPE OF AREAS THAT MIGHT BE AOVER5rt-Y IMPACTED BY KtUNOFF- SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. L DESIGN AND INSTALLATK)N SPECIFICATIONS 2-1 PLASTIC SHEETING 5HCULD HAVE A MINIMUM THICKNESS OF D.06 MILLUETER5 2.2- IF EROSION AT THE TOE OF A SLOPE IS Li KELY. A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SMALL BE IN87ALLEDAT THE TOE OF THE SLOPE IN DRDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES. SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC Z4, SEAFAS BETWEEN SHEETS MUST OVEW APA MINIMUM Of 12 INCHES AND BE WEIGHTED OR TAPED L IIIIAdNTENANCE STANDARDS 31 TORT! SHEETS MUST BE REPLACED AND OP EN SEAMS REPAIRED. 3.2- IF THE PLASTFC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATIDN. 1T MUST BE COMPLETELY REMOVED AND REPLACED 3.3- W HEN THE PLASTIC i5 NO LONGER NEEDED, FT SHALL HE COMPLETELY REMOVED - UN LESS OT-101%g5E NOTFP, DRAVOUn I5 7JOT TO W-At£ INF51 STD, PLAN • 213.30 'R PUBLIC PLASTIC COVERING aK 9/26/2019 1 DEPAARTMENTMENT GAZ 4 5 AM TEMPORARY COVER 1. FROM MAY 1 TO SEPTEMBER 30 ANY DISTURBED AREA /N WHICH NO ADDITIONAL WORK W/LL BE PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW MULCH, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK, OR OTHER APPROVED METHODS. 2. PREFERRED MULCH, HAY, OR STRAW A. DEPTH OF THE APPLICATION A MIN/MUM OF 2 INCHES. B, APPL/CA TION RA TE 75 TO 100 POUNDS (TWO TO THREE BALES) PER 1, 000 50. FT. 1. 5 TO 2.5 TONS (90 TO 120 BALES) PER ACRES 3. IN AREAS 2:1 OR STEEPER, ALL WINDBLOWN AREA MULCH MAY NEED TO BE ANCHORED DOWN WITH THE NETTING, KEPT MOIST, OR BE AN EQUIVALENT APPROVED METHOD. PERMANENT COVER O O N 0 N v I CONSTRUCTION ACCEPTANCE W/LL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT WILL FULFILL THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLAN. 2. ALL DISTURBED AREAS, SUCH AS RETENTION FACILITIES, ROADWAY BACKSLOPES, ETC., SHALL BE SEEDED WITH A O PERMANENT GROUND COVER OR AS DIRECTED BY CITY INSPECTOR TO M/N/M/ZE EROSION. GRASS WILL BE DONE USING AN APPROI/ED HYDROSEEDER OR OTHERWISE APPROVED BY ENGINEER. THE FOLLOWING BMPS SHALL APPL Y TO ALL GRADING AND CLEARING ACTIVITY PERFORMED BETWEEN OCTOBER 1 AND MARCH 31: O I GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED /N STAGES TO MINIMIZE SOIL EXPOSURE. O 2. EXPOSED SOILS SHALL BE COVERED W/TH/N 2 DAYS USING DAM MULCH, SOD, HOG FUEL, PLASTIC OR OTHER APPROVED nN ` PROTECTED COVER. V 3 INSPECT AND MAINTAIN SED/MENT CONTROL MEASURES DAIL Y. A. REPLACE ANY DAMAGED BMPS AND UPGRADE BASED ON WEATHER CONDITIONS. V B. REMOVE SED/MENT ACCUMULATION ONCE DEPTH EXCEEDS 6 INCHES. 4. INSTALL CO/R LOG, ROCK OR STRAW BALE CHECK DAMS EVERY 100 FEET ON CENTER ALONG ALL DRAINAGE INTERCEPTOR DITCHES. 5. EROS/ON CONTROL MATERIALS ARE TO BE STOCKPILED ON SITE PR/OR TO ANY SITE ACTIVITY. 6. AT STORM EVENT, NO ACTIVITY WILL OCCUR ON SITE, EXCEPT WORK ON EROS/ON CONTROL. MAINTENANCE o 1. MAINTENANCE AND REPAIR OF EACH TEMPORARY AND PERMANENT EROSION AND SED/MENT CONTROL BMP SHALL BE O CONDUCTED AS NEEDED TO ENSURE DES/RED FUNCTION. 0 2. VISUAL MONITORING OF ALL BMPS INSTALLED W/LL BE CONDUCTED AT LEAST ONCE EVERY CALENDAR WEEK AND WITHIN 24 CV HOURS OF ANY STORMW,4 TER OR NON-STORMWA TER DISCHARGE FROM THE S17F IF THE SITE BECOMES /NACT VE AND /S N TEMPORARY STABILIZED, THE INSPECT/ON FREQUENCY MAY BE REDUCED TO ONCE EVERY CALENDAR MONTH. 3. PERMANENT BMPS INSTALLED FOR THE CONTINUED USE OF STORMWA TER CONTROL SHALL BE EXAMINED AND RESTORED TO FULL OPERATING COND/T/ON. IF SEDIMENT ENTERS THESE BMPS, THE SED/MENT SHALL BE REMOVED. BERM EL= 426.46 - - �- EMERGENCY OVERFLOW SPILL WA Y EL= 425.46 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SUIRVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR ROLL/ HE l/R/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BERM OVERFLOW RISER 0Vf-RFL0W RISER EL= 424.46 _ TO OUTFALL JJ' 426 AL TERNA P PEL Y, METAL STAKES AND W/RE MAY BE USED TO PRE I/ENT FLOTAT/ON RISER PIPE (PRINCIPLE SPILLWAY) OPEN AT TOP WITH TRASH RACK PRO VVE ADEQUATE STRAPPING POL YETHYLENE CAP 15" -_____- PERFORATED POL YETHYLENE CORRUGATED --___-- DRAINAGE TUBING, DIAMETER METAL RISER ------- MIN. 2" LARGER THAN ----- DEWA TERING ORIFICE. ----- TUBING SHALL COMPL Y WITH L`) ------- ASTM F667 AND AASHTO M294. WATERTIGHT ------- COUPLING ------- ----- DEWA TERING ORIFICE, TACK .;'' SCHEDULE 40 STEEL STUB WELD ` ' DIAMETER= 3-5/8" EL= 420.96 6" M/N `-------------- {- WIRE -BACKED S/Z T FENCE, STAKED HA YBALES WRAPPED CONCRETE BASE WITH FIL TER FABRIC OR EQUIVALENT DIWDER. 20" MIN TEMPORARYSEDIMENT POND RISER 10/11 /23 CIVIL ENGINEERING VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M NO SCALE CITY OF RENTON Planning/Building/Public Works Dept. LANDSCAPE ARCHITECTURE C;L)fm PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Fi• DEVELOPMENT ENGINEERING yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 TEMPORARY EROSION & SEDIMENTA TION CONTROL NOTES N DATE: F,0/111202J ELOBo PAGE DRAWING NO: C2.31 SHEET: OF: 10 93 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 rAt Z ti O Z O JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS Hill 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. 6' MAX. 12" MIN. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO F IF WIRE BACKING IS USED I ,L(I BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL ZN4" 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. AOS (ASTM D4751) 3D-100 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 04632) 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 2HA V 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 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 a }} PUBLIC WORKS SILT FENCE PR 9/28/2018 1 `>. DEPARTMENT GAZ o„mm wo,w aeromiavam, DATE DocuSign Envelope ID.- 6EECF5B6-6D2A-4E4A48436-A317AA638878 DIKE MATERIAL COMPACTED 90% MODIFIED PROCT15R - CORRUGATED METAL, CPE, OR EQUIVALENT PIPE DISCHARGE TO A STABILIZED WATERCOURSE, SEDIMENT RETENTION FACILITY. OR STABIL FZED OUTLET PROVIDE RIPRAP PAD OR EQUIVALENT ENERGY DISSIPATION - INTERCEPTOR DIKE INTERCEPTOR DIKE STANDARD FLARED END SECTION INLET ANO ALL SECTIONS MUSr BE SECURELY FASTENED TOGETHER WITH GASKETEO WATERTIGHT FITTINGS 12' MIN NOTES: 1. CONOnloms OP USE 1.1 PIPE SLOPE DRAINS SHOULD BE USED WHEN A TEMPORARY OR PERMANENT STOR MWATER CONVEYANCE IS NEEDED TO MOVE WATER DOWN A STEEP SLOPE TO AVOID EROSION. 1.2 PIPE SLOPE DRAINS MAY BE CONNECTED TO NEW CATCH BASIN S AND USED TEMPORARILY UNTIL ALL PERMANENT PIPING IS INSTALLEO. I.S. PIPE SLOPE DRAINS MAY BE USED ON ANY SLOPE HATH A GRADIEN T OF 2H:1V OR GREATER AND WITH AT LEAST 10 FEET OF VERTICAL RELIEF 1.4, PIPE SLOPE DRAINS MAY BE USED TO DRAIN WATER COLLECTED FROM AQUIFERS EXPOSED ON CUT SLOPES AN D CONVEY FF70 THE BASE: W THE SLOPE 1.F. PIPE SLOPE DRANS MAY BE LFSEU TO COLLECT CLEAN RUNOFF FROM PLASTIC SHEET COVER AND DIRECT AWAY FROM ANY EXPOSED SOILS. 1,S PIPE SLOPE DRAINS MAY BE INSTALLED IN CONJUNCTION WITH SILT FENCE TO DRAIN CQLLECTED WATER TO A CONTROLLED AREA, 1.7. PIPE SLOPE DRAINS MAY BE USED TO TEMPORARILY DIVERT SMALL SEASONAL STREAMS AWAY FROM CONSTRUCTION. 1.6 PIPE SLOPE DRAINS MAY BE CONNECTED TO EIUSTMdG DOWNSPOUTS AND ROOF DRAINS USED TO DIVERT WATER AWAY FROM WORK AREAS DURING BUILDING RENOVATION, DEMOLITION, AND CONSTRUCTION PROJECTS, I.D. PIPE SLOPE DRAINS MAY BE ROCK -LINED DITCHES OR OTHER PERMANENT, MON-EROSVE CONVEYANCES USED TO CONVEY RUNOFF CKWN STEEP SLOPES THAT ARE NOT STEEP SLOPE HAZARDS, 2- DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE MAXIMUM DRAINAGE AREA ALLOWED FOR ANY SIZED PIPE 1510 ACRES. FOR LARGER AREAS MORE THAN ONE PIPE SHALL BE USED OR A ROCK LINED CHANNEL SHALL BE INSTALLED, 2,2. THE SOIL AROUND AND UNDER THE P IPE AND ENTRANCE SECTION SHALL BE THOROUGHLY COMPACTED. 2.3. THE FLARED 1N LET SECTION SHALL IRE SECURELY CONNEOTEIl TO THE SLOPE DRAIN AND BE FUSED OR WELDED. OR HAVE FLANGE -BOLTED MECHANICAL JOINTS TO ENSURE A WATERTIGHT SEAL. 2.4, SLOPE DRAINS SHALL BE CONTINUOUSLY FUSED. WELDED OR FLANGE-BOLTEI7MECHANICAL ,H71N1 PIPE SYSTEMS WITH PROPER ANCHORING TO THE SOIL. 2.5, WHERE THE SLOPE DRAINS CROSS STEEP SLOPE HAZARD AREAS OR THEIR ASSOCIATEO BUFFERS, THE INSTALLATION SHALL BE ON THE GROUND SURFACS ANY AREA DISTURBED DURING INSTALLATION AND MAINTENANCE MUST BE IMMEDIATELY STABILIZED. 2.6- RE-ESTABLISH COVER IMMEDIATELY ONAREAS DISTURBED BY THE INSTALLATION. 3. MAATEHANCE STANDARDS 3.1. THE INLET SHALL NOT BE UNDERCUT OR BYPASSED BY WATER. IF THERE ARE PROBLEMS, THE HEAD WALL SHALL BE APPROPRIATELY REINFORCED. 32 NO EROSION tKOd-L OCCUR AT THE OUTLET POINT. IF EROSION OCCURS ADDITIONAL PROTECTION SHALL BE ADDED. UN LESS OTHi:R%g5E NDTED, DRA VON& I5 NOT TO 51-w (NT51 STD. PLAN • 217,30 URIPUBLIC WORKS D: DEPARTMENT PIPE SLOPE DRAIN GAZ 9/28/2018 1 JAIL :45 M :45 AN Ey-ASjANG ROp,O R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY 7 \N ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 12" MIN. THICKNESS X_ 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. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHANIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZEICONFIGURATION. 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) 1495 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. 3.5. 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 15 NOTTO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS PPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 o�mm wo.w ne,mmae.aro, DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SECTION A BOTTOM OF DITCH SECTION B NOTES, 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED. AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 217.40 ,•® PUBLIC WORKS PPR D: VIA DEPARTMENT DITCH CHECK DAMS GAZ 9/28/2018 1 v�nu�wo,w nnromi:Hero. DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS ►I0Cim ;FINN • :45 Al :45 AN DRAINAGE GRATE GRATE FRAME -� SEDIMENT AND DEBRIS FILTERED WATER - 5"MAX. TRIM OVERFLOW BYPASS d ' BELOW INLET GRATE DEVICE u DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) 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 B-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 NOTTO SCALE (NTS) STD. PLAN - 216,30 • PUBLIC WORKS APPR ED: �1` DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 awn.: won,: nnmmworo. DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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 (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE 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 RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 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 TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE 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 AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE 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 BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10, APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE 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 THE 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 BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15, THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM, 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL 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 PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), 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 TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST_ 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 WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) Aomtbi,STD. PLAN - 268.00 ,• PUBLIC WORKS EROSION AND SEDIMENT CONTROL [PPROVED; `'I� DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES vonu, wo,rsA fro 10,aro, DATE M J S 7/26/23 HHH SURVEYED: BY OTHERS SCALE: AS NOTED K E L 9/ 2/23 HHH DESIGNED: HOLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORS ONE INCH CHECKED: HOLL/ HEA VR/N AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: HOLL/ HEA VR/N VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM :45 AI DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2 2 MAX. LEVEL BOTTOM MAX. 1 1F 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1 V (OR LESS) 3-5 % 300 FEET (10 TO 20)H:1V 5-10 % 200 FEET (4 TO 10)H:1V 10-25% 100 FEET (2 TO 4)H:1 V 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HA V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 217.10 •�•i PUBLIC WORKS D. INTERCEPTOR SWALE PPR 9/28/2018 1 �INDEPARTMENT GAZ ronr�wo,rS Aeroimsnam. DATE :45 AN 10/11 /23 'ConCIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 111111zw� 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING i 12/06/2023 1 O O O Yq :45 AN V CITY OF TOWNS ON 12TH DATE 10/111202J j 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. TEMPORARY EROSION & SEDIMENTATION C2.32 O� CONTROL STANDARD DETAILS SHEET: �� OF' 93 M v TOP- 400.31 TOP OF SLOPE \ TOE.• J99. 01 \ ( TYP) \ TOP. - 40J 89 � 9� �� TOE. 399.08 I / EXISTING OfFSITE TREE TO REMAIN (TYP) Z" TR/c ApN 95109 9 � �?o \ \\ �'\:�`;�.. TOP.• 404.00 TRACT 9� TOE. 398.93 (CRITICAL AREA) PROPOSED BLOCK WALL. SEPARATE BUILDING PERMIT "1 99 REQUIRED. SEE DETAIL, 012� (/ v TOP- 404.51 "oo SHEET C3.43 (TYP) TOE. 398.75 \ ApN 951( HUO TOP.- 403 68 \ TOE • 398.54 \ EXISTING TREE 26.0 PRIVATE R AD TO BE SAVED EASEMENT PLAT OF WOODS IER (TYP) ------------------- \ �.. �3ge� PROPOSED FINISH I - - o \ -\\ \ \\ ' GRADE CONTOUR FF \GF <' \ `� �. \/ /��k \ (TYP) 424 3 77 422.8 \ �\ I I/ \/� ` 9s TOP. 428 5 ] \ \ �? (� y \\ � � � EX/STING GROUND "oo TOE. 426.5-`i / \ CONTOUR TYP - -- - - -PROPOSED ROCKERY FF 78 GF \ I \ sue\ \ \ \\ \ TOP. 398.19 424.3 423.3\ \ \ \" . STAIRS SHALL BE CONSTRUCTED WALL SEPARATE PERMIT \ J �, \ \ �. • TOE' 402.40 REQUIRED. SEE DETAIL, F7 GF ��, \ - \ \\ \ \ �, • \ PER THE CURRENT INTERNATIONAL SHEET C3 43 (TYP) C424.3 79 4238 \ \ \ \ \ \ \ t . TOP. 400. 97 BUILDING CODE. SEPARA TE PERMIT 00 0 GF FF \ \ \ IS REQU/RED. g 510gg, ] � 424 3,76 425 8 \ �� \ \ \ \ \ �q TOE. 397.73 A ppMINIK KU _ l FF $0 GF \ �2h \ \ \ \ 424.3 424 3 GF \ � � \ \ \ \ TOP. 403. 00 FF \ TOP.- 434.0 -� \ • .. TOE' 402 79 16.0 PRIVATE R AD TOE 428. D \ \ 4248 75 4258 \ EASEMENT I \ v`v \ \ \ L TOP. 399.85 - TPLAT OF WOODS IER �GF FF \ \' \ �\ \ \ TOE' 396.73 1 -------- ---- 74 70f74.75 FF 81 GF 425.3 425.8 0 \ TRA CT J �;., TOP. 399.92 \ END PA VEMENT 4272 4256 . O (STORM DRAINAGE) \ \ � TOE.' 396.7J \ --- - -------------~TRANSITION r TOP- 40J 80 T 70f94.75 FF 82 GF CEMENT CONCRETE CURB \ \ TOE. 402.79 -396- /L BEGIN PAVEMENT - 427.2 426.2 20 •' \ PER C.O.R. STD PLAN 101 �. � �. 723TRANSITION F,42F7F`S_' HE"TJ _ C3 42_.(.T_Y.:P. ) p040 426.7 4277 SEEE TOP.- 400.64 APN109 TOE' 396.33834272 426.6 F FF 310 gGO a .G TOP- 432.0 426.77 0 . g=OE428.T oF � O TOP- 400.07IVATE ROAGF FF \ \ \ vT TOP.- 430, 0 FF a: o� 426.771427.7 � ' :• ` ' \ �� ._. _ _ � _ � \ \ \ \'�.� TOE- 395.5> � WOODB IER TOE. 431. 0 427.8 84 427.3 '� � / l \ I \ � � ��o � le CEMENT CONCRETE SIDEWALK FF 85 410, GF ��� _ / \ _-- __ �,I - PER C.O.R. STD PLAN 102 427.8 427.3 \ \ \\ ; - TOP. 400.22 SEE SHEET C5 42 (TYP) ^ / 17f00 16_ 4� \ J _ \ _ _ \ \ \\ �\ �' TOE- 394. 61 ff- 86 \� xo 427.8 427.3 � �'. / �/ / \ "Op IQQ \ \\.� \ TOP- 399.24 p 9510 9CNEN - 20 ,. .-420� \ \ \ - ��,q �8 \\ \\\\�\` TOE.- 39376 \\ A EIOI GF GF 70 FF 72f32.00 427.2 874272 42F 427.7 / BEGIN PA VEMENT ` / '' : • / ry �' \ ��20 " \`` \ TRANSITION • GF FF \ VA TOP* JAI66 TOP. 230.0 FF GF R�� 69 ' - \ \/ �\\ \ TOE. 392.87 427.2 88 426.6 y427.2 427.7 _ ' _ 426 ° . TOE- 227.0 1 L7 PROPOSED KEYSTONE - - kti6 WALL (TYP) FF 426.2 ., 426.2684277GF FF 'FF 427.2 89 \ l FF FF FF FF - FF FF 427.8 \ \ \ ��o� \ �1\��� TOP. 400.95 TOP.• 230. 0 l ' I I -- 425.5 425.5 � 425.5 425.5 427.8-- I _4278 � � � vA� ��\` �� TOE- 39Z 11 � TOE.- 2270 i G � � � � - 60 \ TRACT H � � �\ \ . 0 0130 GF 15 67 66 65 64 63_ 62 61 \ (cRrncal AREA) 018 ' FF 90 . I 426.2 427.7 / - /GF ApN 3OF RENTON - - -{- 427.2 / 425.6 6 9 � � � GF GF GF GF GF � GF 427.3 CITY I C I _ • 1424.0 424.5 / 425.0 ; 425.5 1426 3 426.85018300� / •: � � _ � \ � � I \ • ? - 50f87. 95,E - � � BEGIN PA WIVENT TOP. 391. 98 h END PAVEMENT TRANSITION a TRANSITION / \ 15' SLOG SETBACK TYP •� `(EYMAP SCALE: 1" = 30' 0 15 30 60 SURFACE LEGEND - 400- EXISTING GROUND CONTOUR MA✓R 402 EXISTING GROUND CONTOUR M/NR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR M/NR BLOCK WALL KEYSTONE WALL 0HOBOBO8 ROCKERY D 0 EX TREES TO BE SA I/ED ^ SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED WITH HARD SURFACES, PER C. 0. R. STD PLAN 264. 00. SEE SHEET C142. 00 \ ( ) //1. \ TOE. 391.72 Zo - - ,� I 72f52.00 �72*3619550 428 ` r\�w�/ i oX 0/11/23 END PAVEMENT 15 BUFFER (TYP) CIVIL ENGINEERING tivu t-A I►��� �� 1 '��1GF GF GF ,.� ���` 1 ��• �.WE . I ,1— 55 AP jENNIFCP LE � • • 59 41 W 7 �/ L 42�. 8 429. J •WE I UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SEESHEETC3.02 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS M J S 7/26/23 HHH SURVEYED: BY OTHERS SCALE: AS NOTED K E L 9/ 12/23 HHH DESIGNED: HOLLI HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE ONE INCH CHECKED: HOLL/ HEA VR/N AT FULL SCALE SCALE NOT 01 ACCORDINGLY BY DATE APPR APPROVED: ROLL/ HEA VR/N \394� HORIZONTAL- N D 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. O 0 N N LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �, yqi 12/06/2023 '=D � N DATE: O TOWNS ON 12TH 1011112023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE. DRAWING NO: GRADING PLAN C3. 01 SHEEP: OF: 12 93 Z ti O Z O SEESHEETC3.01 0050 GF GF GF GF I I GF GF GF \ 429.8 ApN 33NIFER LE i I /� �� 15' BLDG , 424.5 425.0 425.5 426.0 426.8 427.3 427.8 It \ o - 3 JEN N j _ o FF GF i 53 54 55 56 57 58 59 �- ° \ � \ SETBACK (TYP) 141 /:/: 429 81 429.3 1 \ / FF FF FF FF \ IF FF �� , / FF \428.3 428.3 - - o Q 15 BLDG SETBACK (TYP) 426.0 426.0 426.0 426.0 428.3 l-T----T f ti �\ W �� y / _oti ���/ I / . �' f-�1 I-� 1. IhI 1 _� \ FF GF �- - -'1 I ' ��i TOP OF SLOPE (TJ WyW W - r,-W of / �J / 429.8 42 429.3 d I 1 , \ 428 l 429.2FF \ - - - / / �\ �W \ / •a /` 15' BUFFER (TYP) -40 \ \ C426 \ _ GF \ 1 042�PERTIES LLC TRACT L � / 434 FF GF 4o8-aPx pR \T)1 l (CRITICAL AREA)- _ - ° . v7j _ \ 43 428.8 p ALP Y FF �I \ EXISTING TREE \ i / FF FF FF , . FF GF / FF FF / / 6 FF GF TO BE SA l/ED (TYP) 435.0 435.0 435.0 435.0 433.3 433.3 433.3 �429.4 44 428 9 428.8 TRACT G 52 51 50- - - f 49 48 47 46 38 I ,T - _ (OPEN SPACE) \ GF OF GF GF GF GF GF 1 o r 429 4 45 428 4 FF / 435.0 434.5 434.0 433.5 432.8 4J2.3 431.8 I I �o I 429.2 \ 0 30+85. 50 1 4 I o BEGIN PA VEMENT TRACT M _ \ TRANsrTioNoo r (OPEN SPACE) O -4 -'00 ROW3 �1 00 I / AP ANSou230 N WON - l 1 . d �_ I GF GF GF GF GF GF GF I I I GF GF 31 f 05.50 / /434.6 434.E 433.E 433.E 432.E 432.E 432.4� I I GF GF e . GF GF GF END PA CEMENT TRANSITION / I / 0 429.5 429.0 428.5 428.0 426.9 425.9 425.4 � 24 25 26 27 28 29 1 I I / FF FF FF - FF I I FF FF 30 1 31 32 33 34 35 36 37 FF FF FF FF FF I FF FF FF \ 305�9061LLC 1 \ 435.1 435.2_ ,434.2 434.2_ r 430.0 429.5 429.0 428.5 427.9 426.4 426.4 / APN pROPERT�Es 432.6 432.4 432.1 L� I i�I11 i '• I PAY - ❑ \ p \ \ -� s I / / O I �A. _ ='' _ - // DAL T N0. / `� -- TRA TA N M • T 2, ACCESS &UTILITY ° ' a '� CEMENT CONCRETE OR/l/EWAY ADJUS -30028 k ( ) k •` PER C.O.R. STD PLAN 104.3 TRACT B l LOT L�NELLA LN �g 438 I o / / SEE SHEET C3.42 (TYP ) (ACCESS & UT/CITY) I 1 G�TY OF OE�UA 042p050822g0p0 II \ I o - -� ll 1 L L A N REC NO 1 FF FF FF FF FF FF I - - - 1 l ° 1 i 1438.4 438.4 438.4 436.9 434. 5 433.5 432.5 / FF FF FF FF FF FF FF I N I� 23 22 -21 20 ; 19 �18 17 �� �78 4278 4278 27.8 425. � 425.9 425.9 GF GF GF GF GF GF GF l ) d 6 15 14. 13- 12 11 10 ;I \I 437.9 437.4 436.9' �435.9 434.0\ 433.0 431.5 � / ( GF GF GF GF I GF / GF GF` EX/STING OFFSITE TREE - �. S I 427.8 I 427.3 426.8 , 426.3 425.4424.9 424. 21 f05.50, 6.00' L T TO REMAIN (TYP) a!" ; o �' " • / I - I END PA CEMENT TRANSITION ,9174 - - >9f00 _ .a f �� ROl. W 1 21 00 APN 04230MY VO I pN00NC I a ° _ N / 20f85.50 .Ilk . • / I GF GF GF GF •� � J. BEGIN TRANSITION = - - I 2305-9 TES Llc 5 9262 437.8 436.8 434.5 4310 431.5� GF GF GF GF I APN 4ASSOCIA 1 �_ 20f 90.65, \ APN 042305 o END PA l/EMENT TRANSITION 426.7� 426.2 425.2 - 424.7 I I I D ALp AY JAM I o �(I I/ 15' BSBL o N CT /V 9 I 8 7 6 5 I TRACT 0 / I (TYP) ( ) ° I (OPEN SPACE) 4 1 3 2 1 I I FF FF F4. FF FF • FF \ FF FF FF PROPOS I ED FINISH 438.2 438.2 434.5 433.5 432.5 J 427.2 427.2 425.7 425.7 � INSTALL 3 MAXIFORCE I GRADE CONTOUR COLLAPS/BCE BOLLARDS L I_ - -� / 1 1 I I (TYP) PER DETAIL, SHEET C141 436 - - - - - I CEMENT CONCRETE S/DEWALK / 432 ] / I PER C.O.R. STD PLAN 102 .r ei. I SEE SHEET C3.42 TYP N Q : ri ; . •/ .'•; - •J. EX/STING GROUND _ : ': ' ' p• s� ; ' /` CONTOUR (TYP) P ` 4 _ 24 78f00 I \ 79* 00 A 81*00 �► z z CEMENT CONCRETE CURB STD PLAN 101 PER PERPENDICULAR CURB RAMP C. O.R. SEE SHEET C3.42 (TYP) PER WSDOT PLAN F-40.15-04 SEE SHEET C141 (TYP) W = 5' WDE CURB CUT ON SOUTH SIDE OF NE 12TH ST FOR PEDESTRIAN CROSSING UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS \I�em FILM moil 0 O ^ `t:Ymmi V SCALE: 1" = 30' 0 15 30 60 SURFACE LEGEND - 400- EXISTING GROUND CONTOUR MA✓R 402 EXISTING GROUND CONTOUR M/NR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR M/NR BLOCK WALL KEYSTONE WALL 0HOBOBO8 ROCKERY D 0 EX TREES TO BE SA VfD 7/\\ SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT CO1/ERED WITH HARD SURFACES, PER C. 0. R. STD PLAN 264. 00. SEE SHEET C142. PRO1/IDE TYPE 3 1 BARRICADE AT �OpK INS y a' WAS • F END OF SIDEWALK alb- NE12TH ST I 84f 00 - '- - �- - - BSfoO �, r� 99 •47NAL W CL --------- 10/11 /23 CROSSWALK o - o - o CIVIL ENGINEERING PER C.O.R. STD PLAN 128, LANDSCAPE ARCHITECTURE _ SEE SHEET C3.42 (TYP) PLANNING z DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS M J S 7/26/23 HHH SURVEYED: SY OTHERS K E L 9/ 12/23 HHH DESIGNED: HOLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N BY DATE APPR APPROVED: HOLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. DEVELOPMENT ENGINEERING � �' IL yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 GRADING PLAN 00 0 N N Q v N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C3.02 O) SHEET: OF: 13 93 Z ti O Z O M v R/W 10' 1 5' WALK 1.59 MAXI \ � x CONCRETE SIDEWALK PER C.O.R. STD PLAN 201 (TYP) SEE SHEET CX.XX PROPERTY LINE 11.5' ROW CONCRETE VERTICAL CURB AND GUTTER PER C.O.R STD PLAN 101 (TYP) SEE SHEET CX. XX 2' , 8' WALK ,1. 5' I 6. 5, r 0. 5' 1.51 MAX CONCRETE SIDEWALK PER C.O.R. STD PLAN 201 (TYP) SEE SHEET CX. XX CONCRETE 1/ERTICAL CURB AND GUTTER PER CO. R STD PLAN 101 (TYP) SEE SHEET C142 PA WMENT SHALL FOLLOW ARTER/AL COLLECTOR PA 1/EMENT SECTION OR MATCH EXISTING, WH/CHEI/ER /S GREATER. SEE ARTER/AL PA I/EMEN T SECT/ON, TH/S SHEET. EX/ST/NG GRA2 *DUE TO EXISTING GRADE, SLOPE AND TREES, A STREET MOD/F/CA T/ON WAS GRANTED AL ONG SUNSET A Vf- TO INSTALL A 5 FOOT W/DE PLANTER AND 5 FOOT WIDE SIDEWALK WALL TO BE INSTALLED AS NEEDED J0' 10' PWT „29 23' 53' ROADWAY 0.5' 0.5' 10' 10' 6' PARK/NG 8' PLANTER 5' (WHERE (WHERE SHOWN ON SHOWN ON PLANS) PLANS) 1.59' MAX GRIND AND 0Vf_RLA Y AS REOU/RED. R/W ASPHAL T PA 1/EMENT PER SURFACING SECT/ON, THIS SHEET (ROAD A) SECT/ON A A SCALE 1:5 20' 10' 10' 0-4' 6' 10' 6' 10' 0-4' AS SHOWN AS SHOWN AS SHOWN AS SHOWN ON PLANS I ON PLANS ON PLANS I ON PLANS EX N13.5' N16' 29 ASPHAL T PA Vf -MEN T PER SURFACING SECT/ON, THIS SHEET (ROW 1 - ROW 6) SECTION B-B SCALE- 1:5 EXISTING PA 1/ED ROAD (NE 12TH ST) SECTION C-C SCALE- 1:5 (NE SUNSET BL VD) SECTION D-D UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/g1 SCALE 1:5 J0' R/W 10' 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: HOLL/ HEA1/R/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA 1/R/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA 1/R/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FINISH GRADE AS - SHOW ON PLANS 4" HOT MIX ASPHAL T (HMA) CLASS 1/2" PG 64-22 6" CRUSHED ROCK SUITABLE SUBGRADE COMPACTED TO 959 OF MAX. DRY DENSITY. ASPHAL TPA VEMENT SURFACING SECTION VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM NO SCALE 18" FINISH GRADE AS SHOWN ON PLANS 4" THICK CEMENT y a . ° CONCRETE 6" CRUSHED SURFACING TOP COURSE COMPACTED TO 959 MODIFIED PROCTOR. WAL`(WA Y SURFACING SECTION ASPHAL T THICKENED EDGE DETAIL NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. NO SCALE 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 0, 0 0 0 N N N DATE: TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: ROAD SECTIONS C3.31 SHEET: OF: 14 93 j tq N v a I 426.77 / 2.07 / > / d />` 426.41 - / /R 424.59 0 ROAD A 424.5942585 0 / I / u 427.1� 2Vaal•/ GRADING DETAIL #1 426.35 427.17 � Q 0 \ 427.25 1.5% R25' r 1 4% 426.8 / 426.72 426.65 FACE OF CURB / 426.61 ELEI/AT/ON (T1P) 426.69 � 426.84 090 50 00/ ' R - \ / 426.91 \ 426.72 J.1 q 427.65 427.71 ° h 427.75 427.75 o017. 427.87 N 428.87 \ 428.20 \ 428.80 \ o I 16' d / \ \ 26' / / GRADING DETAIL #3 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 L a 422.41 r423. 02 422.41 422.52 1.4% 421.59 421.94 dl \ \ \ 0 s 421.15 421.48 \ \ \ \ 421.27 \ \ \ 421.87 � ` / a 421.52 1 \ 421.63 I \ 421.87 \ \ 421.50 -421.80 422.04 I 421.84 421.76 422.00 421.69 \ a _416- \ \l \ 422.63 \ \ 422.02 \ \ 423.26 \ \ \\ \ \ 2. 33 2 91 422.37 % \\ 422.84 422.79 / / 422.51 42J 15 \ 423.00 423.76 \ '\ \ 416 42J 54 / 422.95 422.65 / d ° d GRADING DETAIL #2 d � I I I � TRANSITION NEW ASPHAL T TO EXISTING. I NE12TH ST I I GRADING DETAIL #4 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS SCALE: AS NOTED VERTICAL: N,w 1988 HORIZONTAL- HAD 1983/1991 DATUM CITY OF t-`R RENTON vassi Planning/Building/Public Works Dept. 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIG"ED HOLLI HEAI/RIN 3 REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN: MARY MOORS ONE INCH AT FULL scALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: HOLLI HEA l/RIN NO. REVISION BY DATE AP P R APPROVED: HOLLI HEA l/RIN `(EYMAP SCALE: 1" = 10' 0 5 10 20 SURFACE LEGEND - 400 EXISTING GROUND CONTOUR MAJR 402 EXISTING GROUND CONTOUR MIAR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR MINR 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A �' IL yqi 12/06/2023 %j TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 GRADING DETAILS N N N 0 DATE: 1011112023 FIELDBOOK: PAGE: DRAWING NO: C3.32 SHEET: OF: 15 93 14 M v \ I a 429.83 A� I °/ a I I a I 430.64 159 430.56 o / 430.52 1.29 R I I o 430.46 430.20 rl,3q 0.13 430. 52 430. 88 i 429.90 430.43 0 �� 68 1.39 42 430.94 0.4 Q � ,429. W RO4 ( Q 1429.72 �2� T429.66 429.59 / I N 30 00 I 430.94 ROW 3 . - \ ?0 I429.73 \ 4 \ ° \ 430. 59 sg 4 I 430. 54 429.7Oq 2.5% 429.5 0 00o R r IO.J 62 �, ) 0.29 I 429.86 429.7 1429.78 430. �4 1.571 7 430. 66 � �' 430.57 \ \I I I I \ 1.49 430.64 429.91 \ ,► I \ \ I L(I I �) 429.32 RO 2 430.15� 07 GRADING DETAIL #5 ' u 429.35 / 1.49 429.42 a 5 Q I I 428.51 N l I 428..25 428. JO 429.25 0 0.99 I L 428.63 FACE OF CURB VI- ELEVA TION (TYP) 428.23 1.59 7.39 9 1 51 427.98 428.26J da A 1.57 I ROW 1 429. 0 428.38 \ 428.16 427.98 428.23 3q 211f 1.59 \ 428.23 � n / 428.18 / / 0.09 428.22 / 42� 64 0 79 428.67 I-426-___ II of GRADING DETAIL #8 >< M I \ 428.18 � 428.27 I•• 428.36 A� 42791 428.71 I \ / 426.6011 ROW 3 as a a ' • / \ \ i I UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 \ / 435.42 435.16J I \ / GRADING DETAIL #6 INSTALL 3 M, COLLAPSIBLE BOLLARDS PER DETAIL, SHEET CJ 43 434.93 435.05 L a a 00 h NE 12TH ST GRADING DETAIL #9 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. I REVISION 4.64 \-434. 45 I � I 437.99 I a, \ 437.49 W RO2 - 437.52 - - I 437.52� 37 57 GRADING DETAIL #7 GRADING DETAIL #10 MJS 7/26/23 HHH suRvErm: OTHERS SCALE: AS NOTED KEL 9/12/23 HHH DESIGNED:: HOLLI HEAI/RIN KEL 10/11/22 HHH DRAWN: MARY MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLI/ HEA GRIN HOR ONTAU NAD 1983/1991 CITY OF RENTON VAR DATU M Nkavr Planning/Building/Public Works Dept. 2 In KEYMAP A SCALE: 1" = 10' 0 5 10 20 SURFACE LEGEND - 400 - EXISTING GROUND CONTOUR MAJR 402 EXISTING GROUND CONTOUR MINR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR MINR v 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I SURVEYING Bothell, Washington 98071 425.885.7877 R-425516 RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST,, RENTON, WA 98056 GRADING DETAILS 5 0 0 N N N DATE: 0 101111202J FIELDBOOK: PAGE: \ DRAWING NO: S C3.33 0 SHEET: OF. 16 93 M v A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH / CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4'- 0" MIN. SIDEWALK - SEE NOTE 5 4'- 0" MIN. I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - * 4'-0"MIN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE 3/8" EXPANSION CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE I V, STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - ::::::: SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - CURB, OR CURB SEE NOTE 4 AND GUTTER - I DETECTABLE WARNING SURFACE -- SEE NOTE 4 FACE OF CURB SEE STANDARD PLAN F-45.10 i FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 i• 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break / GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. 2'-0" MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- 0^ MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and _ BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I V. Contract Plans for width and placement of sidewalk. V, 0, 6. The Bid Item "Cement Concrete Curb Ramp Type does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ", Curb, or Sidewalks. .................. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- 0" MIN. _I_ 15- 0" MAX. (TYP.) GRADE BREAK SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 SEE CONTRACT PLANS SEE NOTE 7 * GRADE BREAK , CURB RAMP - 1 v SECTION OA CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER -- SEE NOTE 4 CURB RADIUS DETAIL O OVER 6'-0" OVER C-O" TO T-9" MAX. TO 7'-9" MAX 6'-0" MAX, I C-o" FLAX 2ao STD. STEEL PIPE -WELDED JOINTS 1-1/2"so STD. SI EL PIPE 8"(TYP) SEE DETAIL A 12" MIN I CONCRETE WALK WIDTH AS SPECIE 1d LP COMPACT-ED SUBGRADE SFC'fhob- A -A N OTE5: 1, RAILING SHALL BE NOT DIP GALVANIZED AFTER FAGMCATION_ 2. ALL POSTS SMALL BE PLUMB AND RAILS PARALLEL TO GRADE. COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 2"0 EXTRA STRONG STEEL PIPE POSTS CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT 2"0 STU. 5T_EL PIPE POSTS -A CO'NO. CL3000 �A COMPACTED SUBGRADE GOLD JOINT WHEN NOT CONSTRUCTED INTEGRAL MTHI CONCRETE WALK J. PIPE MATERIAL SHALL CONFORM TO ASTM A53. 4. REINFORCING STEEL ASTM A515, GRADE 60. #4 REINFORCING U BAR AT EACH GROUT POST -SEE DETAIL rl" B 8., r11111 4" I 4 OETAIL A 4" DIA, 18 GA. GALV. STEEL SLEEVE TEGUL MINERALEAO OR EPDXY GROUT 3WR ... DETAIL B NOT TO SCALE STEEL PIPE HANDRAYL FOR SIDEWALK a ADOPTED CITY OF REMN nANUARP DEANS LST DATE: 04/04 UNDERGROUND LOCATOR SERVICE CALL BEFOREq YOU DIG. LEGEND SLOPE IN EITHER DIRECTION * 1.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2 % MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3 % MAX.) * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT oR WAS111, Tpy'A ®28680 �0 �F�! STE�F� ems!®NAL ��G Digitally signed by R. Scott Zeller '�..� Date: 2020.09.22 13:23:53 -07'00' PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' Amok STATE DESIGN ENGINEER Washington State Department of Transportation MaxiForc&` Collapsible Bollard Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base BI Abo\ 7 Belo g., eight Low Maintenance / Durable steel construction One year warranty / Protected by $1,000,000 in liability insurance No complex assembly required in the field Custom sizes, options, colors and finishes available upon request Finish options available (add code to the end of the model number) - Powder coated (PC) - Powder coated with DRYZINC primer (PCZ) - Hot dip galvanized (G) - Hot dip galvanized & powder coated (GPC) D Reflective tape available upon request NOTE: SAFETY YELLOW COLOR NOT REQUIRED. BLACK OR DARK GREEN PREFERRED.SEE MAXIFORCE WEBSITE FOR AVAILABLE COLORS. AHJ approved in many cities / counties / campuses for use in fire lanes per International Fire Code (IFC) 503 Patented fire hydrant wren( operation works with any standal fire hydrant wrench by turning tF nut 1/4 turn to unlock and lows the bollard. (1-3/8" nut standan *Free standard hydrant wren, included with each ord EZ Base may be cast in place (no tripping hazard) - or .n�t�llnrl :n �.n-..., fillniV hr.ln� 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNEDHOLL/ HEAI/RlN 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: HOLLI HEA l/RIN NO. REVISION BY DATE I APPR I APPROVED: HOLLI HEA l/RIN Patented break -away design allows instant emergency access without a key. This unit can be pushed over with the bumper of a vehicle. great for use in parking decks, over shallow utilities or rocks, in foundations or anywhere minimal ground penetration is required. SS3 Head 56 bsy s Ibs MaxiForc&rm Traffic Control Bollards Drawing Rev. Created 7560 Main Street 1 11/2/2009 Sykesville, MD 21784 PROPRIETARY AND CONFIDENTIAL 410-552-9888 (phone) - 410-552-9939 (fax) THIS DRAWING CONTAINS PROPRIETARY www.maxiforcebollards.com - sales@maxiforcebollards.com INFORMATION OF BLUE EMBER TECHNOLOGIES, Model I.L.C.CSW-SS3-EZI.L.C. ANY USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN FOR OTHER SIZe THAN THE PURPOSE FOR WHICH THIS DRAWING 1S File Name MCSW-SS3-EZ FURNISHED IS FORBIDDEN. Scale NA I DO NOT SCALE DRAWING I Sheet 1 Of 1 SCALE: AS NOTEO ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY vmneAL, NAVD 1988 HORIZONTAL- HAD 1983/1991 DATUM B CITY OF PRI RENTON vassiv Planning/Building/Public Works Dept. N N v O O N N 10/11 /23 on CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t yq i 12/06/2023 N TOWNS ON 12TH 1011112023 O 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING N0: ROAD STANDARD DETAILS C3.41 SHEET: OF: 17 93 r� Z IN O Z O M v FACE OF CURB _ 61)2. 6 112d 1" 1 :24 J TOF OF IR R. ROADWAY 1 T 1'•fi' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT GURR _ 6 1 12'� FLUSH VW-H GLITTER PAN AT SI DEWALK RAMP ENTRANCE 1.12 1:24 UV OF 1i2^ R. ROADWAY r J m -- 1 1 5 - DEPRESSED CURB SECTION AT SIDEWALK RAM;'$ 3B' s' CEMENT CONCRETE 7Tf'R, T-� SIDEWALKRAMP vARIES OR LANDING FROM L 6"TOO F" ti r 3J9" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB ,6 SEE DEPRESSED CURB DETAIL THIS SHEET 1L24 TOP OF tI 1. 10 R. ROADWAY 2" i f Y oa 1 S- DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FUR COMMERCIAL DRIVEWAYS SEE STD PLAN 1041 FACE OF CURB 1- R. FACE OF ADJACENT CURB I TOP ❑F ROADWAY 1p II ", • ' 13UTTERSURFACE I { II�a' PREMOLJDEC JOINT FILLER E FULL -DEPTH EXPANSION JOINT I CEMENT CONCRETE TRAFFZ CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1- See slsndard plans 142 and 101,5 for curb oxpanslon and contracuon pnt spao". 2- Expansion Joint shalt he foil depth, 3/U' {ln,I premolded Joins Clio. 3. FOr Oepregsed Monolithic Dr veway Guru & Gutter Section, 5BL' Standard Plan 1LI4.2 PUBLIC WORKS DEPARTMENTCEMENT CONCRETE CURBS STD. FLAN - 101 t►d k�.r,..�_ rrr i 1 I ... ,T to uI MaPI"JMI :1111­ k91t110111 nrir'-'•�- �,'Rklti4tl'V ff r ` • 4C-1 .k .i + F i rare 1 I11. low v"• 1+1-eLll�rJt�l. ltaau n w w" !•i174- •Is VW, -IIa KLt�% �� ;'��'•� ��I ell S4 1111a77RIN •=rr�ri 'a�N11� IV9•0 1TtHl- LJIB tis � W•1.1 -+*. 4 iJi MriliL ���• ' IDP ri'fiM rm is i1r►:'i ti f f rta 7 P•1d.{J 97R d •_ 'Mr Lw+..�7� Au 11,WWrri'0.w•PMZ IY}'! i �GIR�1 •rAr+•SA �Tf•111Ge7 " worm _W • L F, . ..a r voLdb m1` ;t„01 r� 3A L diur,nPl TVIII RIIB 1301111111 MW I CEMENT CIOrNIG1 RTE DRIIVIiEE"WAT VURJC SgORI{3 ENTFdAfwlGE y TirPE F�1E DU EN7 FUR NOTES STIX FILM iDU 3/8" PREMOLDED JOINT FILLER (TYP) FACE OF (_ $� CFJd1ERLINEOF FRAME 6 Oi:ATE CURB Ij� 6 1 2" 1 X (1:08') 5 7 2" 1' 1 /2' R. 1' R. MATCH ROADWAY SLOPE 1' R L ;P D -SEE NOTE2 1WR X S/B'D DUMMY JOINT SEENOTE2 -0' 2'-0` b 1 - I LI I CONCIREW E_ - J OUR13ANDOUTTM PLAN VIEW FRA MANDGRATE-NOTINCLUDED IN CURB AND GUrrM BID ITEM TOP OF ROADWAY D .', •. D D.'•••> ADJUSTMENT SECnON-NOT INCLUDED IN CURB AND GUTTER BID ITEM CATCH HUN - NOT)NCWDED D • IN CLlR8 AND CUTTER BID ITEM -• D 'D , I r• SECTION (D GENERAL NOTES- 1� 1. The Intent of this design Is to facilitate the removal ~ :: of a catch basin with minimal disturbance ` of the curb. 2. The expansion joints of the adjacent sidewalk shall be -adjusted to be In ' - Ilne with these curb f expansion joints. + + PUBLIC WORKS DEPARTMENT UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL W-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") ISOFtiE4C VIEW STD CEMENT CONCRETE CUR• PLAN - 101.1 B INSTALLATION AT PRO D: CATCH BASINS DX11 PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 0 T} 1 GRASS: SEED OR SOD OPTION 1 - NO DISTURBANCE PLANTING BEDS 8" UNDISTURBED NATIVE SOIL TURF (LAWN) AREAS GRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW II I'%�\�� ���\� \���\\ �� ���\ ��� COMPOST AMEIND D LAYER BELOW COMPOST AMENDED LAYER - ,j� (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS 3"-4"ARBORIST • ^HOO E SHIIP I V 0" GRASS: SEED OR SOD PLAN 262.60 + fff 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX 6" NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6" IMPORTED TOPSOIL MIX (COMPACTED GENERAL NOTES: DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85 % OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AlOaSTD. PLAN - 264.00 •�• PUBLIC WORKS APPR ED: �1` DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 P"mm works Adm,m,o-, DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG, 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS ►70rem ;FIMM • 6' RAISED EDGE DETAIL SIDEWALK LEVEL .J to EXTEND SIDEWALK TRANSVERSE 1' • D• 1'-0' 12- ON) R I JOINTS TO INCLUDE RAISED EDGE ROU DING 2.0% I 12• (IN) R. (TYP. u SEE RAISED EDGE 1'-0' SIDEWALK DETAIL - THIS SHE TYPICAL LINO ALL CUT SIDEWALK `LOPES' MIN. 12• (IN) R. (TYP.) WITH RAISED EDGE 1 6% rFOR CURB DETAILS SEE STD PLAN 101 AW Z-0• SIDEWALK ADJACENT TO CURB MIN ROU DING Irr (IN) R. (TYP.) _2.0% 1 4 BRIDGE OR PEDESTRIAN RAILING t FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS /--WALL OR BARRIER 12 (IN) R. (TYP.) I SIDEWALK FLUSH 4 1 5% • ' •,� i•r 1f2' N) R. VERTICAL WALL - " •'� '•• SEE DETAIL `, - - , 376' (IN) PREMOLDED % JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL e• PREMOMOLDED JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 10) SIDEWALK SECTIONS 1/2• R 1') FOR CURB DETAILS / FOR CURB DETAILS //////------ SEE STD PLAN 101 STING ROADWAY CRUSHED ROCK SAS CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REOUIREMEHT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 6 SIDEWALK. CSTC UNDER CURB 6 GUTTER TO BE 6"THICKNESSOR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB d GUTTER). 1 FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STD PLAN 101 . __ ,1`�' N t s t t:. •, .. BROOMED FINISH OR MATCH EXISTING O• 4' WIDE, SMOOTH TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED 10 ' 0 O• CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP 5'�, ©��\ { \ (CURB AND GUTTER SHOWN) FOR CURB DETAILS / \ SEE STD PLAN 101 do NOTES 1. Four feet of the sidewalk width shall © L be the minimum pedestrian - �/ IN CONTRACTION JOINT M SIDEWALK ONLY • ' ,� � �' 6• � • accessible route (PAR) free of vertical , ► • Rr0 ! and horizontal obstructions. Gratings, ACCe55 Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH ' Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PUN 101.1) appurtenances within the sidewalk `c�oF� 316 C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH ` DETAIL �.• 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. R •' necessitates a Monolithic Cement PREMOLDE' - Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT JiRDEPARTMENT PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 SIDEWALK *�;,IUO` rr) 16"WHITE THERMOPLASTIC THERMOPLASTIC/PAINTED ST ®, PUBLIC WORKS PARALLEL CROSSWALK APPE DEPARTMENT - 128 DA1� TE t''"' 7 In' RAIN .., ..,.. �EXISIING ASVHA PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, ti� a PUBLIC WORKS DEPARTMENT M J S 7/26/23 H H H SURVEYED: OTHERS Ste: VERTICAL HAW 1988 K E L 9/ 12/23 H H H DESIGNED: AS NOTES HORIZONTAL NAD 1983/1991 CITY OF KEL 10/11/22 HHH DRAWN: ROLL/ HEAI/RIN RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ROLL/ HEA l/RIN SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVM: ROLL/ HEA l/RIN STD. PLAN - NOS CURB AND GUTTER REPLACEMENT DETAIL O 41 N N Q V 0 O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` yqi 12/06/2023 � L DATE: O TOWNS ON 12TH 10/11/2023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING NO: ROAD STANDARD DETAILS C3.42 SHEET: OF: 16 93 r j` M v REINFORCEMENT SCHEDULE TOTAL WALL REINFORCEMENT REINFORCEMENT HEIGHT HEIGHT "H" LAYER NO. TYPE LENGTH"L" (FT) <3 FT NO REINFORCEMENT REQUIRED 1 MIRAFI 5XT 11.0 FT 0.67 3 FT 2 MIRAFI 5XT 11.0 FT 2.00 1 MIRAFI 5XT 11.0 FT 0.67 5 FT 2 MIRAFI 5XT 11.0 FT 2.00 3 MIRAFI 5XT 11.0 FT 4.00 1 MIRAFI 5XT 11.0 FT 0.67 2 MIRAFI 5XT 11.0 FT 2.00 6 FT 3 MIRAFI 5XT 11.0 FT 4.00 4 MIRAFI 5XT 11.0 FT 5.33 NOTE: GEOGRID ELEVATION TOLERANCE t .5' (ALL DIMENSIONS ARE IN FEET) GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REFER TO REINFORCING SCHEDULE FOR GEOGRID LENGTHS AND ELEVATIONS. 3) GEOGRID ELEVATION MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD. 4) GEOGRID LENGTH "L" MEASURED FROM BACK OF FACE UNIT_ 5) GEOGRID SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION (STRONGEST AXIS) PERPENDICULAR TO WALL. 6) GEOGRID SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL. 7) GEOGRID SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. 8) PROTECT GEOGRID FROM CONSTRUCTION DAMAGE PER MANUFACTURERS SPECIFICATIONS. CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOGRID. ANY GEOGRID THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT CONTRACTORS EXPENSE. 9) SEGMENTAL BLOCK WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 10) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED IN 12-IN LOOSE LIFTS TO 95% OF THE SOILS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. THE MOISTURE CONTENT OF THE MATERIAL SHALL BE WITHIN 2% OF THE SOILS OPTIMUM AS DETERMINED BY THIS SAME STANDARD. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH MAXIMUM AGGREGATE SIZE OF 31NCHES AND A MAXIMUM SOILS FINES (LESS THAN #200 SIEVE) CONTENT OF 20 PERCENT. 11) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. FENCE OR HANDRAIL AS REQUIRED SWALE FOR SURFACE DRAINAGE CONTROL f -H13 1 _ FIRM UNDISTURBED 112 IN. SOIL TO BE VERIFIED KEYWAY BY GEOTECHNICAL ENGINEER KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE ROCKERY NOTES: COMPETENT UNDISTURBED NATIVE SOILS CRUSHED ROCK FILER MATERIAL BETWEEN 2, AND 4 INCH SIZE WITH LESS THAN 2% FINES 3" MIN GRAVEL BEDDING 6" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN GRAVEL TAKEN TO APPROVED POINT OF DISCHARGE 1. REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS, AND ELEVATIONS. 2. ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY CONTRACTORS GUIDELINES. 3. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTION 9-13.7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2016). 4. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. 7 a I-a3 Terra CUT ROCKERY DETAIL TOWNS ON 12TH Associates, Inc. RENTON, WASHINGTON Consultants in Geotechnical Engineering Geology and Environmental Earth Sciences Proj. No.T-8566 Date JULY 2023 F Figure 4 FENCE/RAIL WHERE REQUIRED n 2(MAX) 1 SEGMENTAL BLOCK 8"X18"X12" OR EQUAL II LAYER 4 12" MIN. COMPACTED STRUCTURAL~ 1 - U BACK FILL ABOVE DRAIN COLUMN LAYER 3 „H„ 32 GEOGRID (SEE REINFORCING SCHEDULE) � ' . 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) } L11 LAYER 2 GRANULAR FILL COMPACTED TO 95% OF SOILS MAXIMUM DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR (SEE NOTE 10) _ a LAYER 1 1' - - - - - - - - - - - - - - - (MIN.) 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 6 T I 3, - �I COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 5/8" CRUSHED ROCK LEVELING PAD (TYP.) 1 REVISED PER CITY COMMENTS MJS 7/26/,- 2 REVISED PER CITY COMMENTS KEL 9/12/,- 3 REVISED PER CITY COMMENTS KEL 0/1 1/: N0. REVISION BY DATE REINFORCEMENT SCHEDULE EXPOSED REINFORCEMENT REINFORCEMENT HEIGHT WALL LAYER NO. TYPE LENGTH"L" (FT) HEIGHT "H" <3 FT NO REINFORCEMENT REQUIRED 1 MIRAFI 5XT 3.0 FT 0.67 3 FT 2 MIRAFI 5XT 3.0 FT 2.00 1 MIRAFI 5XT 4.5 FT 0.67 5 FT 2 MIRAFI 5XT 4.5 FT 2.00 3 MIRAFI 5XT 4.5 FT 4.00 1 MIRAFI 5XT 6.5 FT 0.67 2 MIRAFI 5XT 6.5 FT 2.00 7 FT 3 MIRAFI 5XT 6.5 FT 4.00 4 MIRAFI 5XT 6.5 FT 6.00 1 MIRAFI 5XT 8.5 FT 0.67 2 MIRAFI 5XT 8.5 FT 2.00 9 FT 3 MIRAFI 5XT 8.5 FT 4.00 4 MIRAFI 5XT 8.5 FT 6.00 5 MIRAFI 5XT 8.5 FT 8.00 1 MIRAFI 5XT 9.5 FT 0.67 2 MIRAFI 5XT 9.5 FT 2.00 3 MIRAFI 5XT 9.5 FT 4.00 10 FT 4 MIRAFI 5XT 9.5 FT 6.00 5 MIRAFI 5XT 9.5 FT 8.00 6 MIRAFI 5XT 9.5 FT 9.33 NOTE: GEOGRID ELEVATION TOLERANCE f .5' (ALL DIMENSIONS ARE IN FEET) GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REFER TO REINFORCING SCHEDULE FOR GEOGRID LENGTHS AND ELEVATIONS. 3) GEOGRID ELEVATION MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD. 4) GEOGRID LENGTH "L" MEASURED FROM BACK OF FACE UNIT. 5) GEOGRID SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION (STRONGEST AXIS) PERPENDICULAR TO WALL. 6) GEOGRID SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL. 7) GEOGRID SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. 8) PROTECT GEOGRID FROM CONSTRUCTION DAMAGE PER MANUFACTURERS SPECIFICATIONS. CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOGRID. ANY GEOGRID THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT CONTRACTORS EXPENSE. 9) SEGMENTAL BLOCK WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 10) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED IN 12-IN LOOSE LIFTS TO 95% OF THE SOILS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. THE MOISTURE CONTENT OF THE MATERIAL SHALL BE WITHIN 2% OF THE SOILS OPTIMUM AS DETERMINED BY THIS SAME STANDARD. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH MAXIMUM AGGREGATE SIZE OF 31NCHES AND A MAXIMUM SOILS FINES (LESS THAN #200 SIEVE) CONTENT OF 20 PERCENT. 11) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. H H H SURVEYED: 8Y OTHERS H H H DESIGNED: HOLLI HEA VRIN H H H DRAWN: MARY MOORE CHECKED: HOLLI HEA VRIN AP P R APPROVED: HOLLI HEA VRIN AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL. NAVE) 19a8 HORIZONTAL- NAD 1983/1991 DATUM FENCE/RAIL WHERE REQUIRED n 2(MAX) SEGMENTAL BLOCK 8"X18"X12" OR EQUAL "H" 1 32 Eli LAYER 6 12" MIN. COMPACTED STRUCTURAL BACK FILL ABOVE DRAIN COLUMN U LAYER 5 GRANULAR FILL COMPACTED TO 95% OF SOILS MAXIMUM DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR (SEE NOTE 10) LAYER 4 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) LAYER 3 - GEOGRID (SEE REINFORCING SCHEDULE) - - - - - - - - LAYER 2 LAYER 1 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 6 OILS - 3, COMPETENT NATIVE S5/8" CRUSHED ROCK LEVELING PAD (TYP.) OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) CITY OF ,R RENTON Planning/Building/Public Works Dept. 1, - (MIN.) I 0"w 1- J-.2 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING "`1111zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425519 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O N N DEVELOPMENT ENGINEERING yq i 12/06/2023 Pz N TOWNS ON 12TH DAT-1011112023 O� 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: ROAD STANDARD DETAILS C3.43 SHEET: OF: 19 93 ti O Z O O O v SEE SHEET C4.07 (ROW 6) W --i EXISTING TREE TO BE SA l/ED (TYP) SEE SHEET C4.06 - (ROW 5) SEE SHEET C4.05 - UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 (ROW 4) /� SEE SHEET C4.09 (NE SUNSET BL VD) z W W Z CONNECT TO EXISTING CB 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAI/R/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR ROLL/ HEA l/R/N SCALE: SEE SHEET 04.02 (ROAD A STA 15f00-END) SEE SHEET CA 01 (ROAD A START-STA 15*00) TOP OF SLOPE (TYP) —15' BLDG SETBACK (TYP) 15' BUFFER (TYP) I � SEE SHEET C4.04 (ROW 3E-W&N-S) SEE SHEET 04.03 (ROW 1 & ROW 2) PRO✓ECT BOUNDARY (TYP) SEE SHEET C4.08 (NE 112TH ST) Iv - NE 12TH ST NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M SCALE: 1" = 50' 0 25 50 100 STORM LEGEND STORM PIPE STORM SERWCE STORY EASEMENT SD EXISTING STORM PIPE STORM PIPE FLOW ARROW ❑� STORM STRUCTURE — TYPE 1 CB \ 0 STORM STRUCTURE — TYPE 2 CB CITY OF RENTON Nkmor Planning/Building/Public Works Dept. 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425520 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A �' IL yqi 12/06/2023 %3;$p TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COMPOSITE ROAD & STORM DRAINAGE PLAN 10/111202J PAGE: C4.00 ET: OF: 20 93 0 O N N �At Z ti O Z O O v CA TCH BASIN TYPE 2 PER C.O.R. STD DTL 201, CO 5 SEE SHEET C4.33 (TYP) STA. 14f 49.57, 16.15' RT TYPE 2-48", RIM 427.52 18" IE /N 417.58 (S) 12" If /N 418. 08 (W) 18"IEOUT 417.58(N) TRACT H 15' BSBL (CRITICAL AREA) , Y. 40 EX TREE : TO BE SA I/ED (Typ) -� TRACT) l 10' UTILITY (STORM ORA/NA GE) EASEMENT (TYP)18 6 s o V� = 0 C'0052 m Z ' r n °. + O O 60 l V O 14149.57, ROAD A = SEE SHEET 50f 00.00, ROW 5 C4, 0V 66LF 12" C-900 9 0.0174 0 V 430 STA. 14f 17.97, 16.15' RT TYPE 2-48" RIM 428.23 15" If /N 418.02 (5) 6" 1E /N 418.77 (NE) 18"IEOUT 417.77(N) 41 42 II 61LF 15" PVC ® 00 S'f00 25LF 12" PVC) 00.2620 59 = STA. 13*56. 81, 9.25' L T TYPE 1, RIM 429.23 6" IE /N 425.63 (W) 12" 1E OUT 425.13 (E) SEE SHEETS C4.10-C4.11- FOR STORM SERVICE DESIGN (TYP) AQnAnccn �Aenc STA. 13f56.81, 16.15' RT TYPE 2-48'; RIM 429.59 15" If /N 418.33 (5) SEE 12" 1E /N 418.58 (W) SHEET 6" IE /N 419.08 (E) 15" lE OUT 418.33 (N) C4, 04 43 44 145 26LF 12" DI 0.2750 ® T.n - STA. 12*84.29, 16.15' RT TYPE 2-48; RIM 429.95 15" 1E /N 418.70 (5) 12"IEIN 418.95 (E) 12" IE IN 418.95 (W) 15" IE OUT 418.70 (N) cs 10 SEE �- -M-95��,:1, 31 67LF 15" PVC 0 0. 0051 25LF 12" PVC _ - - =_ _ 00.2272= 12f89.35, ROAD A = 112f84.29, ROAD A 54f 59.91, ROW 4 30f 00.00, ROW 3 '1 , 46 30 yjj CATCH BASIN TYPE 1 SEE TRACTA PER C.O.R. STD DTL 200, (ACCESS & UTILITY) SEE SHEET C4.33 (TYP) SHEET CB 22 STA. 54+50.66, 0.00' C4, 05 TYPE 1, 15+00 14+50 14+00 13+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 RIM 430.11 12" IE /N 426.10 (W) 12" 1E OUT 426.10 (E) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMA TION. 13+00 12+50 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS \I0Cem FINN \ - TRACT B (ACCESS & UTILITY) / STA. 11 f 41.29, 16.15' RT TYPE 2-48 ; RIM 428.32 12"IE/N 419.67(E) 12"IE/N 419.67(W) 15"IEOUT 419.42(N) i STA. 12f 17.34, 16.15' RT SHEET - TYPE 2-48" RIM 429.33 C4, 03 15" lE IN 419.04 (S) TRACT O 12" lE /N 419.29 (W) 1 6" IE /N 419.79 (E) (OPEN SPACE) u 15' 15" /E OUT 419.04 (N) ,. • .. , _ 18LF 12" DI 761F 1.5 PVc a n nnsn / 0 0.0050� 25LF 12" PVC � =� - 0 0.1132 \� 11 f 41. 29, ROAD A = 17 A :. ,I 20100.00, ROW I 024 0275 , STA. 11 f 41.29, 8.35 L T STA. 12f 17.34, 9.25' L T TYPE 1, SHEET TYPSEE E8.530 RIM 429.47 RIM42 12" lE IN 424.97 (W) G'L�, 03 12" lE /N 422.50 (W) >2" lE OUT 424.97 (E) 12" IE /N 422.50 (S) 12" IE OUT 422.50 (E) 12+00 11+50 11+00 M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N STORM CLEANOUT PER C. O.R. STD DTL 226, SEE SHEET C4.33 (TYP) STA. 10*66.00, 9.25' RT TYPE 1, VANED GRA TE RIM 427.69 6" IE /N 424.78 (E) 12" IE OUT 424.28 (W) SEE SHEET C4.08 PROPOSED FINISH GRADE CONTOUR (TYP) / EX GROUND CONTOUR (TYP) 10100.00, ROAD A = Ix -40 81189.10, NE 12TH ST 4 I PROPOSED 10 JO STREET LIGHT (TIP) CD �I > I1 7 o. SEE SHEET CB 14 C4, O8 STA. 10f66.00, 9.25' L T TYPE 1, VANED GRATE RIM 427.69 12" IE /N 424.19 (E) 12" 1E /N 424.19 (SW) 12" 1E OUT 424.19 (N) 430 420 KEY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE STORM EASEMENT EXISTING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CS STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES WITHIN SAG CURIES AT LOW POINTS SHALL BE 91-DIREC77ONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4.33. 3. PIPE MATERIAL SHALL CONFORM TO THE 2022 RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1. A2. 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE CLASS 52 DUCTILE IRON IF DES/RED. 1 0/11/23 410 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425521 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING jfarah 12/06/2023 yqi 12/06/2023 10+50 10+00 tV H VERTICAL* O SCALE. HOR ONTAL N D 1983/1991 ' CITY 0 F TOWNS ON 12TH �� 10/111202J AS NOTED 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: U DRAWING NO: ONE INCH DATUM ROAD & STORM DRAINAGE PLAN & PROFILE AT FULL SCALE Planning/Building/Public Works Dept. C4, 01 IF NOT ONE INCH SCALE ACCORDINGLY ROAD A (START- 15+00) SHEET: OF: 21 93 0 0 N N N v PROPOSED FINISH SEE SHEET C4. 09 EX GROUND GRADE CONTOUR PROPERTY LINE CONTOUR (TYP) (TYP) (TYP) A- CB 37 STA. 16f87.37, 34.3T RT P----------- TYPE 2-48'; RIM 421.20 TRACT Jass 12" lE /N 414.46 (SW) _ 74 (STORM DRAINAGE) \ Bl g, `� \�. A 810-POD FOR WATER QUALITY, 12" If OUT 414.46 (N) a- c J '� \ �� \ l/� \I SEE VAUL T DETA/L SHEETS, SEE VAULT PLAN, i?o �`�� - -396_ _ , _ C4.31, C4.32 & C4.34 SEE SHEETS C4.10-C4.11 1 SHEETS C4.31 & C4.32 \ FOR STORM SERVICE L/NE 73 12" lE_414.06� DESIGN (TYP) 9LF 12 s STA. 15f95.35 16.15' RT SEE SHEET ®0.0444 v -� , >0' UTILITY 72 \ \ �` �9 TYPE 2-48" SOLID LOCK/NG LID EASEMENT - , g =_ \ __ R/M 423.83 C4, 07 TYP�� _ _- _�� 9 \ \ �� d 18 /E /N 416.75 (E) I ( ) _ \ 18 /E ��� \ 18" 1E OUT 416.75 (N) 17f90.67, ROAD A = ` a° t I / � 413.56 1 \ 71.67, R ROW 6 45LF 12 PVC b-�- R _ _ 16LF 18 DI CB 2 0120 CATCH BASIN TYPE 2 / / /00.1994 16f6Q�95 ��?o -� _ �� \ \\\ STA. 15f55.04, 16.15 RT PER C.O.R. STD DTL 201,IN CTR COSH ° - \k \ TYPE 2-48, V SEE SHEET C4.33 (TYP) -i-- --------- ----- ----- �� � � RIM 425.16 f00 _ �22 - �- ���.�; 18�� lE /N 416.95 (SE) 1i�' CB 79 �� IR /EOUT41605(W) STA. 71*77. 00, 0. 00' TYPE 2-48, o / 85LF 12" PVC 7.EE �I \ RIM 4211 � © 0.0349 � \ 12"1E/N 417.97(N) 12" lE /N 417.97 (5) � ` .� 70 6" IE /N 418. 47 (NW) 12" 1E OUT 417. 97 (E) SEE SHEET � C4.07 CB 31 69 - STA. 17405.22, 5. 00' L T TYPE 2-48' RIM 422.18 68 12" 1E IN 415. 00 (W) 12" lE /N 415.00 (SE) 12" If OUT 415.00 (NE) TRA CT M, (OPEN SPACE) CA TCH BAS/N TYPE 1 PER C. O.R. STD DTL 200, SEE SHEET C4.33 (TYP) 430 420 410 18+50 18+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 W EX OFFSITE TREE 1 )400 �� o� /rC ��o \� TO REMAIN (TYP) V 4 TRACT H (CRITICAL AREA) � PROPOSED �- STREET LIGHT � (TYP) a +001 66LF 18" PVC 64 63 I �� ®o. 0052 ♦ � I NET C E E �, 0 �, 62 . 61 160 AT C CB 35 M C5N STA. 16*55. 74, 43. 94' L T 5 E G TYPE 1, RIM 422.70 6" IE /N 419.70 (5) 12" 1E OUT 419.20 (NW) SEE SHEETS C7. 02-C7. 04 FOR STORM CLEANOUT UTILITY CROSSING NFORMAT/ON PER C.O.R. STD DTL 226, SEE SHEET C4.33 (TYP) 17+50 17+00 16+50 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS :11 •► 16+00 15+50 M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N 1 440 I I 0 v I L s 430 � W �w V4 420 V 410 Ir �C43Crj N I � � PROPOSED ELEV. ® ROAD � (TYP) SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM STA. 15f 13.09, 16.15' RT TYPE 2-481; RIM 426.10 18" IE /N 417.24 (5) 18" IE OUT 417.24 (NW) `(EY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE - - - - STORM EASEMENT EX/STING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS SHALL BE 81-DIREC77ONAZ VANED GRA TES PER C. O. R. STD DTL 204.3. SEE DETAIL SHEET CA33. 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET CA 10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE CLASS 52 DUCT/LE IRON /F DES/RED. O 0 N N 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425522 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING ° jfarah 12/06/2023 yqi 12/06/2023 N ODATE: CITY 0 F TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: ROAD & STORM DRAINAGE PLAN & PROFILE DRAWING N0: O Planning/Building/Public Works Dept. G'4, 02 � ROAD A (15+00 -END) I SHEET: OF: 22 93 ti O Z O O v 450 „m 430 420 STA. 19f66.50, 0.00' SEE TYPE 1, RIM 429.93 SEE 6" /F /N 426.43 (S) SHEET 6" IE /N 426.43 (N) SHEET PROPERTYLINE 12" IE OUT 425.93 (E) (Typ) C4, 05 C4.01 23 22 -21 2 19�\18 17/ I EX OFFSITE TREE TO REMAIN (TYP) 18f 11.01, ROW 2 = I S 51 f37. 96, ROW 4 ,lu a ' _ 4 19f 0 0423p5Y9vo ii <+ ^� I z APPHUONG M I Q i TaH TRACTM (OPEN SPACE) I I 25LF 12" C-900 Q ® 0.1372 172LF 12 DI I 14. o ® 0.0050 9 8 III! I 7 6 5 �I SEE SHEET TRACT N CB 27 SEE SHEET C4.05 (OPEN SPACE) STA. 11f41.29, 8.35' L T C4, 01 TYPE 2-48'; RIM 428.53 12" IE /N 422.50 (W) 12" IE IN 422.50 (S) 12" IF OUT 422.50 (E) PROPOSED STREET LIGHT (TYP) SEE SHEETS C4.10-C4.11 10' UTILITY FOR STORM SERVICE LINE EASEMENT (TYP) DESIGN (TYP) 16 115t14 '-I J 20f00.00, ROW I '11f41.29, ROAD A -13I 12L_ 11 25LF 12"C-900 ®0.1132 152LF 12" DI 00.0050 FA J:7 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. HIGH PT STA: .. 18f33.49 . . . . . . . . . . . . . . HIGH PT I L: 437.51 PV/ STA: 18*50.00 PV/ EL: 437.98 60.0 VC . . �^ �h 18f 11.01 = ROW 2 W W 51f37.96 = ROW 4 EL: 437.20 PROPOSED GRADE EXISTING GROUND • 0 ® ROAD (TYP) ® ROAD (TYP) m � N h � �6• �9� . u . c� ., W . LZ . . . . . . . . . . . . . . . 1 . . .\ . . . . O ��4 . . . h h h �I rn�NN .NNN � L . L W W PROPOSED ELEV. C"4 0 ROAD f (TYP) RO 2 EX/577NG ELEV. HOR/Z. SCALE.• 1 "=30' ® ROAD � (TYP) INERT. SCA E.• 1 "5' A 450 440 440 430 430 420 420 410 18+00 18+50 19+00 19+50 20+00 20+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/g1 ROW I J a • �`. A 7A' I 126 1 TRACT O N I (OPEN SPACE) IN X-X L 'T � I I CATCH BASIN TYPE 2 PER C.O.R. STD DTL 201, 4 ^ 3 I 2 SEE SHEET C4.33 (TYP) I I II CATCH BASIN TYPE 1 PER STA. 11f41.29, 16.15' RT C.O.R. STD DTL 200, TYPE 2-48'; SEE SHEET C4.33 (TYP) RIM 428.32 STORM CLEANOUT 12" If /N 419.67 (E) PER C.O.R. STD DTL 226, 12" IE /N 419.67 (W) SEE SHEET C4.33 (TYP) 15" 1E OUT 419.42 (N) 1 ti PROPERTY LINE (Typ) STA. 21f68.02, 0.00' TYPE 1, VANED GRA TE RIM 42J 93 6" IE /N 420.93 (S) 6" 1E /N 420. 93 (N) 12" IE OUT 420.43 (W) EX GROUND CONTOUR (TYP) �21f75.50 3o5-g2 35 PLC END ROAD APN 04 SSoc�ATE DALPAY & PROPOSED FINISH GRADE CONTOUR (TYP) h o Q PROPOSED GRADE s N W 9 ROAD f (TYP) W In 1 mo"� oQ `�? EXIS77NG GROUND �, oo N o \ 0 ROAD (TYP) o 2 \ 152LF 12 DI ® 0. 0050 1 � I . �� z o �r O�j O�j Qo)NOO U r `k _ PROPOSED ELEV. 0 ROAD f (TYP) RO 1 . EX/S77NG ELEV. HOR/Z. SCALE. 1,,=30' ® ROAD f (TYP) INERT. SCA E. 1 "5' 20+00 20+50 21+00 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 21+50 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M NE 2TH ST `(EYMAP SCALE: 1" = 30' 440 0 15 30 60 STORM LEGEND 430 • 420 410 22+00 22+50 STORM P/PE STORM SERVICE STORM EASEMENT EX/STING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA 7FS PER C. OR STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS SHALL BE 8I-DIREC77ONAZ VANED GRA TES PER C. 0. R. STD DTL 204.3. SEE DETAIL SHEET CAJJ 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SEC77ON 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET CA 10 AND CA 11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE CLASS 52 DUCT/LE IRON /F DES/RED. 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425523 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IFSURFAICE WATER UTILITY % f DEVELOPMENT ENGINEERING •f h 12/06/2023 O O O N N j cu yql 12/06/2023 N DATE: O CITY 0 F TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: � DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 03 ROW 1 & ROW 2 SHEET: 23 OF: 91 Z ti O Z O O v EX GROUND CONTOUR (TYP) 41 � I o 42 a. SEE SHEET C4.01 PROPOSED STREET LIGHT (TYP) 12189.35, ROAD A = 54f59.91, ROW 4 S o ROW z NIA N L�- � CA TCH BASIN TYPE 1 �o PER C.O.R. STD DTL 200, SEE SHEET C4.33 (TYP) CB 8 G� STA. 12f84.29, 16.15' RT C4.01 SHEET RIM 429.95" 15" If /N 418.70 (S) 12" IE /N 418.95 (E) STORM CLEAJ NOUT 12" If /N 418. 95 (W) PER C. O.R. STD DTL 226, 15" lE OUT 418.70 (N) SEE SHEET C4.33 (TYP) m 43 CATCH BASIN TYPE 2 41f24.88 TOP OF SLOPE END ROAD (TYP) I &� '�hAt\ � PROPOSED FINISH GRADE CONTOUR I` I (TYP) 39 r EX TREE I TO BE SA I/ED (TYP) A /45 � .� O A/ // // ROW JA v 82LF 12" C-900 1 Y 0 0.0284 1, 31 32133 34 10' UT/L/TY EASEMENT (TYP) 3 19 STA. 30f98.50, 0.00' TYPE 2-48" R/M 427.66 12 IE /N 421.28 (E) 12" IE OUT 421.28 (W) iil .II V I 35 36 37 -17 1 Vcz) Q Q� \ oo N PROPOSED GRADE q 0 ROAD �' (TYP) II o 0 \ II 43O \ °O SQ ASPHAL T THICKENED EDGE 430 430 - . �.39,' nog Q09, TO BE ADDED TO END OF ROW 3, EX/STING GROUND 0 ROAD � (TYP) TO DIRECT DRAINAGE TO CB 21 31f75. 50 = ROW 3 - - '¢OOq EL: 424.58 - END ROD IMPROVEMENT Q � 34LF 12" PVC 41LF 12" Dl \ pVC ®C 0284 -- O 0-6 0 1 0 0051 . . . . . . . 82LF 12 420 420 420 . Q I I of rl LW I r\ ' 4 N �L �Nt.W W W^�W 00 �, �k v�N°° z 410 410 410 PROPOSED ELEV. . . . . . . . 0 ROAD � (TYP) ROW 3 (E ST- WEST) EXISTING ELEV. HOR/Z. SCALE' 1 "=30' . . 0 ROAD � (TYP) VERT. SCA E.• 1 =5 31+50 32+00 32+50 30+00 30+50 31+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/g1 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS \I�Cem FIL N 15' STA. 31f32.50, 0.00' TYPE 1, RIM 426.30 12" IF /N 421.45 (E) 6" If /N 421.95 (N) 12" IF OUT 421.45 (W) -r � I �� 441LF 12" DI I 0 0.0051 �o PROPERTY LINE (TYP) ✓ Q 4/31-f75..50 (� END ROAD CS 21 STA. 31f74.00, 0.00' TYPE 1, VANED GRATE RIM 424.64 6" IE /N 422.16 (5) 12" IE OUT 421.66 (W) ASPHAL T THICKENED EDGE TO BE ADDED TO END OF ROW 3, TO DIRECT DRAINAGE TO CB 21 SEE SHEETS CA 10-CA 11 FOR STORM SERVICE LINE DESIGN (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. . . . . h Z PROPOSED GRADE 0 0 ROAD � (TYP) II n o 14CI EX/STING GROUND o �' GRADE BREAK I h 0 ROAD � (TYP) o 41 f29. 55 oaoN 1.139' `�Z� EL: 429.13 W .... . . - . ... .--.-.� . . . . -41 PROPOSED ELEV. 0 ROAD � (TYP) RO 3 (NORTH-S UTH) EX/STING ELEV HOR/Z. SCALE- 1 "=30' 0 ROAD � (TYP) VERT. SCALE- I" 5' of a 40+00 40+50 41+00 M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M `(EYMAP N SCALE: 1" = 30' 440 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE - - STORM EASEMENT SD EXISTING STORM PIPE � STORM PIPE FLOW ARROW 430 ❑❑ STORM STRUCTURE - TYPE 1 CB 0 STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS SHALL BE 31-DIREC77ONAL VANED GRA TES PER C. O. R. STD DTL 204.3. SEE DETAIL SHEET CA33. 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET CA 10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE CLASS 52 DUCT/LE IRON /F DES/RED. 410 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425524 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING jfarah 12/06/2023 yqi 12/06/2023 41f50 42f00 N DATE: O CITY 0 F TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: ROAD & STORM DRAINAGE PLAN & PROFILE DRAWING N0: O Planning/Building/Public Works Dept. (,4, 04 � ROW 3 (E-W & N-S) SHEET: OF: 24 93 QO 0 O N N O O O N N Z ti O Z O O v mAr mJ 430 A 44 45 54f59.91, ROW 4 - - 12f89.35, ROAD A:�_ Ro W v CATCH BASIN TYPE 1 PER C. O.R. STD DTL 200, SEE SHEET C4.33 (TYP) 24LF 12" DI 0 0.0450 46 STORM CLEANOUT PER C. O.R. STD DTL 226, SEE SHEET C4.33 (TYP) CATCH BASIN TYPE 2 PER C. O.R. STD DTL 201, SEE SHEET C4.33 (TYP) Woo �v �- - ! STA. 54*50.66, 0.00' TYPE 1, 30 RIM 430.11 12" 1E /N 426.10 (W) - >2" lE OUT 426,10 029 SEE SHEETS C4.10-C4.11 FOR STORM SERVICE L/NE DESIGN (TYP) '0 23 SEE SHEETS C7. 02-CZ 04 FOR L28 STA. 54f26. 41, o. oo' UTILITY CROSSING NFORMA T/ON. RIM 430.71 - - - - _ - 6" IE /N 427. 68 (S) 12" If- OUT 427.18 (E) -27 0 25 49 STA. 52f 14.01, 0.00' L T SEE PROPOSED STREET 26 TYPE 2-48 ; VANED GRATE RIM 435.94 SHEET LIGHT (TYP) _ 12 /E /N 430.93 (S) 10, UTILITY EASEMENT SEE SHEET 50 12" 1E OUT 430.93 (E) C4, 03 (TYP) C4._OS > 25 I Im 22 a>:. 9 I _� o / 51 !� _ t I 434 .�� 123- �... I � 52-._:. --- - IO TRACTN '..I (OPEN SPACE) o 1 r 110 o - - p 172LF 12" DI ® 0 0050 Fim - �' v. �� I ' o ►nNi 0 .: 4 5jf00 BSBL _J1f00- �I. 15, BSBL TRA CT M I :::11 �I, \ (OPEN SPACE) >z .\ -R s a TRACT L , \ X I TREE -- To BE SAVED PROPERTY LINE 1 (T) _ (CRITICAL AREA) (TYP) ( 0 PROPOSED F/N/SH 51f37.96, ROW 4 = GRADE CONTOUR II' 1 N z 79f97.66, NE 12TH ST (TYP) c A / EX GROUND CONTOUR (TYP) STA. 50f 42.00, 0.00' TYPE 1, RIM 434.72 12" 1E OUT 431.79 (N) -50f00.00, ROW 4 = SOf00.00, NE 12TH ST N Ln O U c0 Z 't U �w %-',L-A-.�ncc HIGH T STA: 51f46.93 LOW PT STA: 50f4>.99 . HlG P PT EL: 437.21 STA: 51f37.96 LOLO W PT 434.72 . PW STA: 50f50.00 V/ EL: 437.81 80.00' VC • o PV/ EL: 434.39 0 � � 0 50.0 VC � o EXISTING GROUND 0 ROAD �' T>P) ( Q2 a?p^ L44L44 R1R1 QQS PROPOSED GRADE (0 ROAD (TYP) o ' -2.00% o nn� / _2 46X . . Q . ' 1201 . . . . . . . . . . . . . . . . . . . . . . . 0.0450 . . . . . . . . . . . . . . . . . . . . . . W. . . . . . . . . . . . . W C^ h rr `v �r �r-)W I- �L'j�k LIM �W _fz� W ��W ROW4 . . . . . . . . . . EX/STING ELEV. PROPOSED ELEV. HOR/Z. SCALE.• 1 "30' . ® ROAD � (TYP) ® ROAD f (TYP) VERT. SCALE' 1 "=5, . 55+00 54+50 54+00 53+50 53+00 2 3 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/g1 era 52+50 52+00 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS N.11207im • 51 +50 51 +00 50+50 M J S 7/26/23 HHH SURVEYED: BY OTHERS SCALE: AS NOTED K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE ONE INCH CHECKED: ROLL/ HEA VR/N AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPRovED: L/ HEA l/R/N ROL 50+00 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M M 430 tiF SFT e�G 0 I I I I NE 2TH ST `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND ❑❑ co STORM PIPE STORM SERVICE STORM EASEMENT EXISTING STORY PIPE STORM PIPE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C.O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES WITHIN SAG CURIES AT LOW POINTS SHALL BE 81-DIREC77ONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4.33. 3. P/PE MA TER/AL SHALL CONFORM TO THE 2022 RSWOM CHAPTER 4, SECT/ON 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE PLAN. 5. P/PE MA TER/AL SHOWN AS C-900 PVC MAY BE CLASS 52 DUCTILE IRON /F DES/RED. 0 0 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 420 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425525 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY A ,f DEVELOPMENT ENGINEERING jfarah 12/06/2023 yqi 12/06/2023 L� N ODATE: CITY OF TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DRAWING N0: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 05 Q) ROW 4 SHEET: OF: 25 93 O v EX GROUND CONTOUR (TYP) ,,, 430 420 TRACT M (OPEN SPACE) EX TREE TO BE SA l/ED (TYP) 15' BSBL (TYP) 50100. 00, ROW 5 = -\ 14f 49.57, ROAD A �a - 66 65 64 63 I 62 61 60` 51f77.31 ' 119LF 12" C-900 66LF 12" PVC �\ END ROAD 00.0050 00.0174 \ 4 - ..F . ROW 5 -T _ o TRACT L (CRITICAL AREA) CATCH BASIN TYPE 1 PER C. O.R. STD DTL 200, SEE SHEET C4.33 (TYP) STORM CLEANOUT PER C. O.R. STD DTL 226, SEE SHEET C4.33 (TYP) A53 154 55 56 I 57 58 9 STA. 51f68.86, 0.00' RT STA. 50f49.44, 0.49' L T TYPE 1, VANED GRATE TYPE 2-48" RIM 42J 96 RIM 426.36 6" 1E IN 420.33 (S) 12" 1E /N 419.23 (W) 12" If OUT 419.83 (E) 6.1E IN 419.73 (S) 12"IEOUT 419.23(E) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. EXISTING GROUND 0 ROAD � (TYP) i BADE BREAK 51f68.86- PROPOSED GRADE EL: 42J 96 0 ROAD � (TYP) E BREAK 51f77.31 / 424.05 _2009 /19LF 12" PVC 010. 59 SEESHEET C4.02 IF #90 vo 1 \ NI SEE SHEET C4.01 10' UT/L/TY EASEMENT (TYP) - SEE SHEETS C4.10-CA 11 FOR STORM SERVICE L/NE DESIGN (TYP) CA TCH BASIN TYPE 2 PER C.O.R. STD DTL 201, SEE SHEET C4.33 (TYP) L'L) ✓ STA. 14*49.57, 16.15' RT TYPE 2-48" RIM 427.52 18 IE /N 417. 58 (5) 12" /F IN 418. 08 (W) 18" 1E OUT 417.58 (N) PROPOSED FINISH GRADE CONTOUR (TYP) Eml 430 � hq� 1 L-- -I- I - 420 410 = ��, �,�,� mho 410 gQ Liz EX/STING ELEV 0 ROAD � (Typ) R0 5 . PROPOSED ELEV. HOR/Z. SC E. 1 "=30' 0 ROAD (TYP) VERT. SCA E.• 1 " 5' N 52+50 52+00 51 +50 51 +00 50+50 50+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/g1 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM tiF SG� SFT e�L O -44 NE 2TH ST `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE - - STORM EASEMENT EX/STING STORM PIPE STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB 0) STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C. OR STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET CA33. 2. STORM FRAMES WITH/N SAG CURIES AT LOW POINTS SHALL BE 9/-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET CA33. 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE CLASS 52 DUCTILE IRON IF DES/RED. O O O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425526 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LSULRFAICE WATER UTILITY f DEVELOPMENT ENGINEERINGAr IL ah 12/06/2023 yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J CITY OF 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DRAWING NO, Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 06 ROW 5 SHEET: OF: 26 93 O v EX GROUND CONTOUR (TYP) PROPERTY L/NE (TYP) EX OFFS/TE TREE TO REMAIN (TYP) PROPOSED FINISH GRADE CONTOUR (TYP) j I / 76 75 74 STA. 70*01.50, 0. 00' TYPE 1, VANED GRATE 79LF 12" DI RIM 422.05 00.0051 -� 6" 1E IN 419.36 (W) / ,�� �0 12" IF OUT 418.86 (S) �II dI I X TRACT /f ��� Eli (CR/T/CAL AREA), / 10 TOP OF SLOPE S 707L00. 00 BEGIN ROAD 15' SETBACK , 77 78. 79 U81 (TYP) ASPHAL T THICKENED EDGE CB 33 TO BE ADDED TO END OF ROW 6, STA. 70,180.12, 0.00' TO DIRECT DRAINAGE TO CB 34 TYPE 2-48" RIM 424.71 12"IEIN418.46(N) 6" IE /N 418.96 (W) 12" IE OUT 418.46 (5) 430 ' - ASPHAL T THICKENED EDGE TO BE ADDED TO END OF ROW 6, TO DIRECT DRAINAGE TO CB 34 70100 = ROW 6 EL: 422.00 BEGIN ROAD /MPROI/EMENT 420 410 / SEE SHEET C4.02 73 1 72 4)k', 71 f 72.00, ROW 6 = 17*90.67, ROAD A .-JIR 71f00 \ 97LF 12" DI-1 00.0051 81 82 83 84 85 86 STORM CLEANOUT PER C.O.R. STD DTL 226, SEE SHEET C4.33 (TYP) SEE SHEETS C4.10-C4.11 FOR STORM SERVICE LINE DESIGN (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. EX/STING GROUND 0 ROAD � (TYP) A. E I PERCC.O.R. ATCHB lD DTL SIN P200, 0 36 SEE SHEET C4.33 (TYP) STA. 72f77.19, 0.00' TYPE 1, VANED GRATE CATCH BASIN TYPE 2 RIM 425.26 PER C. O.R. STD DTL 201, 6" If /N 421.76 (W) SEE SHEET C4.33 (TYP) 12" IE OUT 421.26 (N) 70 69 1 68 67 \ I \ 100LF 12" C-900 / \ / 0 0.0329 I TRACTL (CRI17CAL AREA) 42 ,72f87.77 2f END ROAD NIA- 87� 88 89 90 ' 32 EX TREE 15' BSBL STA. 71f77.00, 0.00' TO BE SAVED TYPE 2-48'; (TYP) RIM 427.11 12 IE IN 417. 97 (N) 12" IE /N 417. 97 (5) 6" IE IN 418.47 (NW) 12" IE OUT 417.97 (E) IGH PT STA: 71 *80.15 HIGH PT EL.• 427.11 PV/ STA.- 71f72.00 PV/ EL: 427.82 100.00 VC o �o PROPOSED GRADE moo 0 ROAD � (TYP) o N MI F 12 97LF 12" D/ 0 0.0051 ^mod 0o r\ 03 .;. Q -4 .� d W �L W W f1-�Lu� W EXISTING ELEV. R0 �V V 0 ROAD � (TYP) . PROPOSED ELEV. HOR/Z. SCALE.- I" JO' 0 ROAD (TYP) l/ERT. SCA E. 1 "5' N o g rr cep h � � � � g � � • ri N a � 70+00 70+50 71 +00 71 +50 72+00 72+50 73+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/g1 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS \I�Cem FIL M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 430 420 410 73+50 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M `(EY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERVICE - - - - STORM EASEMENT _p EX/STING STORM PIPE 4 STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 0 0) STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. 0. R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES WITHIN SAG CURIES AT LOW POINTS SHALL BE 81-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET CAJJ 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECT/ON 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET CA 10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE CLASS 52 DUCTILE IRON /F DES/RED. O O O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425527 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LSULRFACE WATER UTILITY A 11 DEVELOPMENT ENGINEERING ah 12/06/2023 yqi 12/06/2023 N DATE: O CITY 0 F TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: � DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 07 RO I �/�/ A� G SHEET: OF: V 27 91 O v PROPERTY LINE (TYP) 10' UTILITY EASEMENT (TYP) 79f71.91- BEGIN ROAD IMPROVEMENTS Q 8"WATERX(G1) U z RIM=437.03' an IE 12" CNC E=433.68' 00 IE 8" CNC SE=433.88' IE 8" CNC SW-433.88' IE 12" CNC W=433.78' M 430 420 CM TRACT N SEE SHEET (OPEN SPACE) CATCH BASIN TYPE 1 SEE SHEET C4, O5 PROPOSED STREET PER C.O.R. STD DTL 200, LIGHT (TYP) SEE SHEET C4.33 C4r 01 BSBL 9 8 I I 7 I(TYP) 6 5 — — — — — I -- — — — -54LF 12" PVC ®0.0224 I PROPOSED FAMISH GRADE CONTOUR 1 I (TYP) �R�� RTY L/NE J.J I 10' UTILITY � ., ... . — - ... off H _\.�END ROAD 0HP o) ore oHP a oMTH�4-178J IMPROVEMENTS -= / SD F 7 RIM=436.07' IE 8" CNC NW=435.22 81f00 W W � r SDI SD cn- TRACT 0 (OPEN SPACE) - SEE SHEETS C4.10-C4.11 FOR STORM SERVCE LINE DESIGN (TYP) -STORY CLEANOUT PER C. O.R. STD DTL 226, SEE SHEET C4.33 (TYP) 4 3 ti I. III o Z3 W a Gy IE 12 CN = AEA—G I I IE 12" CNC W=424.44' SD CM CM -- --- X — — —1 .. -80f00.00, NE 12TH ST = 81f8 50f00.00, ROW 4 9.10, NE 12TH ST = lOf 00. 00, ROAD A EX GROUND ' CONTOUR (TYP) CB 15 RIM=426.63' STA. 81f47.00, 22.25' LT IE 8" CNC NE=425.78' TYPE 1, RIM 429.40 12" /F OUT 425.40 (NE) 79+50 80+00 80+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 81 +00 SD G SD ---- SD � Ium / X 3 RIM=42641' / Da IE 8" CNC NW--25:5 RIM=427.83' q1'S IE 12" CNC E=424.93' IE 8" CNC SE-425.03' IE 8" CNC SW=425.03' IE 12" CNC W=425.03' SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. 81 f50 82+00 82+50 83+00 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N Z �426— W W W- SAWCUT (TYP) —G G SD� SD G_ m—SD�r�SD X X O O 83+50 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M `(EYMAP O O O N N SCALE: 1" = 30' 0 15 30 60 STORM LEGEND 440 STORM PIPE STORM SE?WCE — — — — STORM EASEMENT EX/STING STORM PIPE STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER 430 C.O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE BI-DIRECTIONAL VANED GRA TES PER C. O. R. STD DTL 204. J SEE DETAIL SHEET C4.33. J PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE CLASS 52 DUCT/LE IRON /F DES/RED. 420 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425528 84+50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING jfarah 12/06/2023 yqi 12/06/2023 N DATE: O CITY 0 F TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4.08 NE 12TH ST SHEET: 28 OF, 93 ti O Z O O v —P TOP OF SLOPE - (TyP) I . 15' BUFFER (TYP) PROPERTY LINE (TYP) 390 370 P PROPOSED STREET LIGHT (TYP) P u P P - 9 U11I /L'" lum J//v / arc / EX TREE TO PER C.O.R. STD DTL 200, BE SA VED (TYP) SEE SHEET C4.33 (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMA T/ON. P P W W W —W NE SUNSET BL VD \ 4011 Jr- Znn nA- P P P P P P P W W W W W W W W 96tc �ss ss ss 97f0D-Sr\ ss�ss — — — PROPOSED F/N/SH GRADE CONTOUR (TYP) P 0 07 N P P P W W W 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: HOLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR ROLL/ HEA l/R/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 390 .6 370 `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERI/ICE — — — — STORM EASEMENT EXISTING STORM P/PE STORM P/PE FLOW ARROW u STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CS STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS SHALL BE 81-DIREC77ONAZ VANED GRA TES PER C. O. R. STD DTL 204.3. SEE DETAIL SHEET CA33. 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 REWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE CLASS 52 DUCT/LE IRON /F DES/RED. 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425529 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY , DEVELOPMENT ENGINEERING 01 jfarah 12/06/2023 wi I yqi 12/06/2023 CITY OF TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 RENTON Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE NE SUNSET BL VD O O O N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C4.09 O2 SHEET: OF: 29 93 1 \ \ s0 TOP OF SLOE \ s (TYP) �� \ 9�xo 41 EX/STING OFFSITE TREE TO REMAIN (TYP) APN 951099 TRACTIf (CRITICAL AREA) AP,NITANG NUO \I \� \ \ EXISTING TREE 26.0 PRIVATE R AD EASEMENT TO BE SA I/ED PLAT OF WOODS IER (TYP) \ �\ \ / \ \ \� \�`` PROPOSED F/N/SH _ \ e \ \ \ \� 3g8� GRADE CONTOUR 77 \/ . /� �� a� (TYP) 11 CONNE;FCT WALL RIM 422.59 \ (/ \1 \ ��`~ ` EX/STING GROUND s"oo - - - DRAIN TO CB. - - - - 6" lE 419.48 \ \ \k� / r \� j\� \.� CONTOUR (TYP) 12LF 6" PI/J \ \ \ 00.0100 79 76 00 0 CB 34 APN 951K99U 1 \ 6" CLEANOUT \. \ \ \ \ ��� \q� G� ooMIN I $0 - \ �Zh RIM 425.22 `r�j, �\ \ 6 /E 417.38 \ \ �� �• \ 16.0 PRIVATE R AD I 75 • \ \ \ \ �`1` �. �. �� \`9G \ \ EASEMENT 29LF 6" Pm \ `� �QINoo PLAT OF WOODS IER 00.0100 -- - - - a 74 TRACT) 1 \ 6" CLEANOUT _ (STORM DRAINAGE) \ 'o� CONNECT TO --- fj RIM 425.18 0 = _�_____ --- �=9 IN EX CB ------------ - - 73 t _ 12LF 6 Pl/ 6" CLEANOUT 419.09 ,0040 ".� 0 0.0108 q2 ----- ------ , • RIM 425.84 - - - - APN 95109 AI-EZ $3 6- IF 417.09 CB jOHN CB 33 6» If-417.09 I � � � 00 EE _ IOLF 6 Pl/ I ' \ \I \ �� WALL DRAIN s vT,IVATE ROAD I84 CB 32 ° ®02640 I \ \\`�� L�'.� (TYP) a: \`� \� WOODB IER 1 6" CLEANOUT 71 ----- - - - - - - - - - - RIM 427.30 - - - - - - - - - s-- 6" /E 423.00►SIN � b. I -410\\ ( $5 6- PVC- .�' 14L 0 0.3236 N � \ \ \ CB 1 a\�\ EE El "00 951 T P OH 1 87� 11 C8I SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. 00.010 \� \ 88 �` 69 CB 35 � mod_ `° \, • `� / � \�\�,�, .\ \� . �i. gg cB 3s 11LF 6 PI/ 6 CLEANOUT / 6 CLEANOUT - � \.. Ci00.01006 CLEANOUT RIM 426.40 R/M 425.08 TRACT � RIM 427.15 � �� 6» IE 421. 00 66 65 6 /E 420.58 63 (CRITICAL ARE \ °�3 - 67 6»/E 420.58_ - E 421.20� � ,• � L ARE \ � \ \� _ o ,I 6" CLEANOUT 6 / N 330�8 ENTON 90 R/M 425.45 ,..1. �( » 1LF 6» PVC CB 5 \ \ `�' .��. AP OF R r 6 /E 420.58 cITY I I 6 /E 421.87 _ \ I I 64 62 ® 00102 - 60 I�\a> I/ `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERWCE EX/STING STORM PIPE STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB NOTE ALL CLEANOUTS LOCATED W 171IN A DRIVABLE SURFACE SHALL BE REWIRED TO HA Vf- TRAFFIC BEARING L/DS CIVIL ENGINEERING !.', , , „ d��11���� �, ^ +ter �,�, �'ib�� .-;�;;_ tiLANDSCAPE ARCHITECTURE 40 fi .: ,0 p5o 54 13LF 6" PI/° ° �� 6" CLEANOUT • \ 426 T� DSO I I � , � 6 CLEANOUT N 33p R LE �� �� 53 6 CLEANOUT �� 0 0.0100 RIM 429.09 AF JENNIFE / 15 BLDG R/M 424.30 55 " 56 57 58 59 6/�E 419.86 y. NI ° � " \ � SETBACK TYP / 7 _ 6 /E 419.02 ( ) 6 /E 420.45 !I I I I 41 STORM SYSTEM CLEC.O.R. 22 .0 SEE SHEET C4.1 I PER STD PLAN 226.0 SEE SHEET C4.33 (TYP) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: SCALE: VERTICAL NAVD 1988 BY OTHERS AS NOTED HORIZONTAL: NAD 1983/1991 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: CITY OF 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: HOLL/ HEAVR/N RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ HEA VR/N 0 0 N N DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425530 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING' jfarah 12/06/2023 ' yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM SERVICES PLAN C4.10 SHEET: OF: 30 93 Z ti O Z O V1 v SEE SHEET C4. 10 Sp,ppS� ', E53 54V 13LF 6" Pv 6" CLEANOUT ' I 6CLEANOUTAPN33NFLE �6" CLEANOUT 0 0.0100 R/M 427.27 RIM 429.09 � \ \3s4, JE15BLOG RIM 424. JO 55 56 NI 6 /E 419. 02 \SETBACK TYP -/ / 57 58 59 6 /E 419.86 y - I :.41\°pI=�71 fl��; i \ 42 �- roPb,oPE (rJ I I (CRITICAL AREA) / s 41` � - \ _ _p,PN bPR�PERTIEs - ¢34 47 46 •a 43 6" CLEANOUT TRACT G , \� AY /434 -�' a - _ R/M 429.56 [)ALP (OPEN SPACE) ._�6"1E419.31`_ .<.• I �� 6 CLEANOUT 6" CLEANOUT :.: • � EXISTING TREE TO BE SAVED (T>P) RlM 430.03 R/M 430.93 \ 44 �21LF s Dl 52 51 6„ If 426.61 48 6" lE 425.89 9001 � • � � _ � \ % 38 72LI 50 49 6" lE 425.89 \ Z \ " . I. 6" CLEANOUT F 6 Pj 26LF 6 P V V o 0,00100 0 0 0100 CB 22 I 45 \ / RIM 428.56 � - _ I _ 6 /E 422.13 I TRACT M y z I 8LF B" PVC I I (OPEN SPACE) 3+ _ - f NI+INF CB 8 ®0.0100 I �I / \ N 1 CB 20 CB 21 _9046 PN 04230 WONO a - �.. - - :• A KANSpO l s,� CLEANOUT _ -15LF 6 PvV, \ I » -- - - - _ - l RIM 433.04 - 0 0..0113 / 6 CLEANOUT , CB 19 < 13LF 6" PV I \ EX/STING GROUND 6 IE 428.48 � I I o \ �, 28 29 30 \ \ R/M 430.45 \ / \ 24 25 26 27 I I " 90.0100 / \ corvroUR (r>P) 1\ a I 6 CLEANOUT I< 6 /E 423.00 35 „ I f \\ �-OLF 6 Pv / RIM 43103 _ I 31 32 33 34 = _ I I I 6" lE 427.85 "� 6 CLEANOUT 1 906 1 0 0.0100 I ' ; • I 6/ME 422.29 37 / \Ap 04R�PERTIES LLG - -� 06 /E 427.85 � �I I s NI N P _ 1UI / �p AY - 0-0- ❑ \ CB 25 :� 1 � 27LF 6" PVC �- OA p. JI I/ I CB 24 / I CB >0 _ l T N \ 0 0.0370 / p J�STM 3�0282, \ 'e o " CL 6EANOUT / a a 1 TpN LOTS LI ELLA, 00 09 \ _ _ RIM 43126 I Q/ , I CITY o NOE BOA � 420050822 L.L.A- REC. N . �6" CLEANOUT 6" If 427.12-6" CLEANOUT --- - - - RIM 435.84 ,. IV 17LF 6 D f RIM 429.98 s lE 431.68 , I 12 11 10 I (� 23 _ 20 0 0.0406 I 6" If 422. 00 I I� . 6" lE 422.00 I 6" CLEANOUT 22 f 21 19 18 I 114, 13 R/M 424. 32 ,- 70LF 6" Pv J 16 15 6" IE 421.06 0 0. 6 1 >5LF 6" PVC I / \ I� EX/STING OFFSITE TREE , . 13LF 6" PV BSB TO REMAIN (T>P) I In FP , ; .tea.. I I 0 0. 473 _ _ 0 0.0100 (TIP) 9174 _ >9f O L CB 28 .a • .�: I .. - CB 30 PN p42G MY VO I iI " / :I z 21 00 I STORM SYSTEM CLEANOUT A PNUON I , .. NIN w PER C.O.R. STD PLAN 226.0 SEE SHEET C4.33 (T>P) - _ --_ ` I CB 11 6" CLEANOUT CB 27 / I \ / I 3p5-92 ES LLC 62 RIM 436.36 17LF 6" PV ,'•` _ I 16LF 6 Pv PN 042SSpCIAT p423p592 1 • 73LF 6 Pv :�• 0 OM69 I I I LP & A APN JAp 6 /E 43166 0.0600 0 0.05 0 ) I _ I pA AY S a DAMEfl o \ J R/MC424.50UT TRA CT /V 9 8 7 6 I I TRA CT O 4 \. 3 6" lE 42120 I I PROPOSED FINISH (OPEN SPACE) I 6" CLEANOUT 5 I (OPEN SPACE) 3LF 6 DI 2 1 I GRADE CONTOUR RIM 43>.17 I (� . 0 0 0057 I (TYP) 6" IE 427.28 CB 14 • CB 13 i 6" CLEANOUT 6" IF 427.28 ., R/M 427.28 I " 2 78f00 79f00 \ 3: o� _w w w� o /D � r� rNN J. 7 00 NE.12THST 91f00 Y �, J o j2f00 I _ _ I �3NI IN[ w v / w w w NI IN - 83f00 Z w _Tw---1z0R -426, _ w 1 84�00w 85f00 SD/ SD D SD / _ 3 SD SD SD � SDI UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 `(EYMAP V SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERI/ICE EX/STING STORM PIPE ­1111 STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB NOTE ALL CLEANOUTS LOCATED W 171IN A DRIVABLE SURFACE SHALL BE REWIRED TO HA Vf- TRAFFIC BEARING L/DS SD SD�SE) V 10/11/23 CIVIL ENGINEERING 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: SCALE: VERTICAL NAVD 1988 SY OTHERS HORIZONTAL: NAD 1983/1991 AS NOTED 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: CITY OF 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: HOLL/ HEAVR/N RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLL/ HEA VR/N 0 0 0 N v 0 0 O N N LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425531 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY f DEVELOPMENT ENGINEERING jfarah 12/06/2023 yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM SERVICES PLAN C4.11 SHEET: OF: 31 93 Z ti O Z O M v 24" D/A. ACCESS OPENING 12" IfNT (TYP) I (TYP) PROJECT BOUNDARY PROPOSED FINISH (TO�A GRADE CONTOUR�s \ 6 70' V� 15' BLDG �(TYP) T���"oo �Q \ SETBACK (TYP) 74 � � � A � \S 6" lE 414.45 \ \ -- -- \ \--- \ CONTROL S� �o > --- �' rt- TRACT �� \ \ STRUCTURE CB 48" TYPE 2 10LF 6" PVC ` � i'� � STORM ORA/NAGS, � � , \ J7or, ```\ SEE DETAIL, RIM=396.04 00.2640 00 \ \ \ SHEET C4.32 /E 12 CNC NW=390.04 48" CLEANOUT - ___�____ __ ____ �__�__V V A \ \ '� �o� �V 1E 18" CNC SE=390.04' RIM 425.84 1 I \ i �� \ \ \ o /�\ _ 1E 18" CNC NE J90.14' 6 /E 417.09 � " _ _ - - _ - _ - 6' OPEN/NG �'\ i o � ' �\ �CONNECT TO EX CB 6" IF 417. 09 I i �'� � oo \ \ 18 IF 390. 04 (TYP) 72' , 32LF 18 Dl h 12" 1E 414. 06 - - - - - - \ \� 9 0. J487 ------ -- 9LF 12" DI \�-----------� - ----� 24 CASING PIPE %�--- -�---90-0444----- \ \ \ �5ro�\ `•� PER C.O.R. STD DTL i - - ----� -------------��' - , SEE SHEET C5.31 \ < . 18" 1E 401.20 \\\\ ------------- - / 64' - __ ________----- _ - _ \ ¢0¢� \`� EXlS71NG GROUND i C18" IE 403.50 71 - u , CONTOUR TYP 3LF 18 Dl 0 0.0000 ��o (TYP) 18" IE 40J 50 CB J / 45LF 12" PVC N• 186936.5461 % - / 00.0120 -� ---- 8x16' BIOPOD WATER E.• IJ10717.4065 --�---�--- � -< � \ `o �,`� I 20 QUALITY MED/A FIL TER TYPE 2-48'; '� \ �i \ SEE DETAIL, SHEET C4.34 RIM 421.20 ------ - 12" If /N 414.46 (SW) 12" 1E OUT 414.46 (N) 2 5x10' GRATED ACCESS HATCH STA. 17*05.22, 5. 00' L T � \ \ W/ 3'x3' LEAF DOOR (TYP) � TYPE 2-48; - \ (TYP) RIM 422.18 18" 1E 413 56 12- IE /N 415.00 (W) 16LF 18" DI CB 1 12 If /N 415.00 (SE) 00.1994 STA. 15f95.35, 16.15 RT 12" 1E OUT 415.00 (NE) TYPE 2-48; SOLID LOCKING LID RIM 423.83 18" IE /N 416.75 (E) 18" 1E OUT 416.75 (N) VAUL T - EXTERIOR ----------------- � 403.25 h 403.25 ` FLAT a .\ --------- - ,�' 402.80 402.80 ���� 403.25 h 403.25 403.25 = = SEE VAUL T SECTIONS, `� 40325 J „FLAT SHEET C4.32 (TYP) --------------------- 402.80 402.80 \AN / 403.25 � A--------------� 40325 B4 ------------ -----� _ 402.80 ,FLAT - ------------- ----------- 40325 hq 402.85 402.85 40J25 =_______ � 40J25 402.85 FLAT 403,2 402.85 -- 403.25 � 403.25 � - - - - - - - - - - � 402.85 � 403.25 02.85 -�- FLAT 402.85 40,125 hq 40325 --------------- - - B VA UL T - INTERIOR UNDERGROUND LOCATOR SERVICE CALL BEFORE Y.( YOU DIG 811 420 EXISTING GROUND 0 PIPE � (TYP) PROPOSED GROUND 0 PIPE � (TYP) 410 8x16' B/OPOD WATER QUALITY MEDIA FL TER SEE DETAIL, SHEET C4.34 400 390 PROPOSED ELEV. 0 P/PE � (TYP) EX/STING ELEV. 0 P/PE � (TYP) QS 420 (VOTES 410 1. ALL STORM FRAMES SHALL BE VANED GRA TES UNLESS OTHERWISE NOTED. 2. PIPE MATERIAL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECTION 4.2.1 AND TABLE 4.2.1.A2. 24" CASING PIPE PER \ C.O.R. STD DTL 412, SEE SHEET C5.31. 400 L-1 SD-1 ?1 SCALE- 1" 30' Pi SCALE- 1 "=5' o� 10+00 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 390 10f-fW61 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M VAUL T VOLUME (CF) STORAGE TYPE DESIGN AS-BU/L T LIVE 88,014 CITY OF RENTON Planning/Building/Public Works Dept. `(EYMAP 0 0 0 N N SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM SERVICE EX/STING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425532 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY � A0146 DEVELOPMENT ENGINEERING -% jfarah 12/06/2023 yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM DRAINAGE VAUL T PLAN C4.31 SHEET: OF: 32 93 O O N O N v O O O N N DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 r� Z ti O Z O S+ �1", 2", 4", 6", 12", OR 24" ONE #3 BAR HHHOO11llOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION S�6 26 � �Ql i A" #3 BAR EACH CORNER PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP", STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(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 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN, 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 1 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 NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 PUBLIC WORKS JAPPRBI15ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ I W1_ 9/28/2018 1 9 o"bbwaas Aemminmm, DATE SFF q. �OTP� #3 BAR EACH SIDE T v #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 1/2" BOLT -DOWN SLOT, SEE DETAIL AND 3/4' NOTE 1 1 1 1/4" I TI I BOLT -DOWN SLOT DETAIL SEE NOTE 1 00� D�D ISOMETRIC 24" 1 1 4 EQUAL SPACES - 1 r4EQUALSPACES-1 1 5/8" MAX. J NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM, LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL ,• DEPARTMENT VANED GRATE [11ROVID, GAZ 9/28/2018 a„buo work: Aem mnmm, DATE :45 A :45 AN CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) 7 MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54', 60", O72", 84', 96', 120" R 144" SEE NOTE 6, TYP. 15MAX. FOR MAINTENANCE STEPS OR LADDER i 12" (TYP.) 1' MIN. "O" RING 24" 2.5" MAX. `� REINFORCING STEEL, (TYP.) MIN. 12" MAX. 12" GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. 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 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 1. 4.5" 8" 42" 8" 60" 5" 8" 48" B. 72" 6" 8" 60" 1 12" 84" 8" 12" 72" 12" 96" 8" 12" 1. 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP tl SOLID WALL PVC, PROFILE WALL PVC, 48" 11, 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42' 48" 48" 84" 1" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 11, 60" 48" 48" 144" 78" 1 96" 1 60" 1 48" 1 48- 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AowSTD. PLAN - 201.00 ,•.�• PUBLIC WORKS PRo o' �I� DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018 vftgv a"am works Aemmi:varo, DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC 9" DIA -� 5/ " 4110 ❑ ❑ STORM ❑ 4" ❑❑❑❑ 13❑ A 8-1/8" DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE B-13/16" DIA 5181, CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 12^ EXTEND CLEANOUTRISER 2" ABOVE DESIGNSIGNPONDING I�--►{I ELEVATION OR PER PLAN FERNCO GASKETED 4^ a !J a DESIGN PONDING QUIK CAP OR SIMILAR 8' CLASS "B" ELEVATION i 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 `.�/. 4" COMPACTED SAND OR RQ� GRAVEL BACKFILL FOR DRAINS E$ PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 =fiT 0o�o�� Q 11u�1111-I �IT11 CLEANOUT RISER, L� SOIL TIGHT 45" BEND SEE NOTE 2-I WYE COUPLERSOILT ll I�I -Tr UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR - / / / I i-- 1 ROOF DRAIN COLLECTOR -� PIPE, SEE NOTE �l CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA r� r TO OVERFLOW STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 64NCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL, COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 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. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 •�• PUBLIC WORKS DEOSrnedby: %I] DEPARTMENT STORM SYSTEM CLEANOUT artnnin Pastucha 8/13/20 I DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS \Ih,rem :45 A. I8 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA i PROVIDE UNIFORM CONTACT. THE SURFACE % AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I � I I I � I � L/ y BASE SECTION NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION Or THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR A BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3 2 . 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) k FIR STD. PLAN - 202.00 •®• PUBLIC WORKS PRO 11 DEPARTMENT CATCH BASIN INSTALLATION (GAZ 9/28/2018 1 S „ . DATE II F DDDDDDD ODDDD OUTFALL TO STREAM DU P ND PULLUTI TOP NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. The thickness of the grate shall not exceed 1 5/8". 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. 0 0 0 z ISOMETRIC D SLOT - SEE DETAIL \ AND NOTE 1 318" (9mm) RECESSED LETTERING 3/4" 1 1/4" BOLT -DOWN SLOT DETAIL SEE NOTE 1 STD. PLAN - 204.40 .� PUBLIC WORKS RECTANGULAR ;P�=•`� DEPARTMENT HERRINGBONE GRATE MARCH 2O08 M J S 7/26/231 HHH SURVEYED: BY OTHERS K E L 9/ 2/23 HHH DESIGNED: HOLL/ HEAI/R/N KEL 10/11/22 HHH DRAWN: MARY MOORS CHECKED: HOLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM A5 A BOLT -DOWN SLOT, 1 112 • SEE DETAIL AND NOTE 1 I ► �+( 3 1 1/4,/4 D II III _' I " � TI BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES 1 DIRECTION OF FLOW 1 5/8" MAX. -T SECTION A 1" 3" D 5" 5" 20" 5" 1 3" �J- SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2"ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 a;° PUBLIC WORKS l/ �L.'�; DEPARTMENT RECTANGULAR VANED GRATE 89 PRO GAZ 9/28/2018 G aubGC Works Atlminisirator DATE CITY OF RENTON • Planning/Building/Public Works Dept. :45 AN O O O N N 14 Zs V O O O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425533 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY • DEVELOPMENT ENGINEERING •+ jfarah 12/06/2023 yqi 12/06/2023 L� N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING NO: STORM DRAINAGE STANDARD DETAILS C4. SHEET: OF: 34 93 tq Unit ID - BioPod BPU-8161B WADOE GULD Treatment Flow Capacity 172.8 gpm / 0.385 cfs IT-4 2'-0" 6" ME 2X 1'-8" OUTLET, 022" OPENING FOR 018" SD, IE:401.20' 1 0 T-10" ACCESS CAP FOR OPTIONAL DRAIN -DOWN DEVICE 9'-4" 8'-0" BYPASS WEIR, - T-10" EL:403.87' _ INLET, 022" OPENING J I FOR 018" SD, _l IE: 403.50' BYPASS WEIR, DIVIDER WALL 2X 024" BOLTED & GADKETED ACCESS COVERS. EL: 403.87' FIELD GROUT AS NEEDED TO MEET GRADE, INLET, QJ22" OPENING 6" BY OTHERS. FOR 018" SD, ADJUST TO GRADE NEARSIDE. RIM: 406.30' RIM: 406.30' - -- ---------- -------T 2.80' 8" TOP SLAB III [33.60"] II 5.10' EL:403.87' II I I it -- [61.20"]<-IE: 403.50' h 2'-8" BYPASS /�1 Ijl INLET, 022" OPENING 3' 8 1/2" WEIR E- III IE: 401.20' __ = I I li FOR 018" SD. -_ _-- ________ 4"x24" INLET WINDOW, 1'-5" I\\\ IE: 403.37' OUTLET, 022" OPENING FOR 018" SD. ACCESS CAP FOR OPTIONAL OUTLET, 022" OPENING Y V-8" 2X UNDERDRAIN DRAIN -DOWN DEVICE FOR 018" SD, FARSIDE. TYP OUTLET ORIFICE ACCESS CAP FOR OPTIONAL DRAIN -DOWN DEVICE LEFT END VIEW DIVIDER WALL 4"x24" INLET WINDOW, I E: 403.37' PLAN VIEW 2X 036"x4" GRADE RINGS. 16X 036"x12" GRADE RINGS. 8" TYPICAL WALL THICKNESS TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. COVERS SHOWN IN PHANTO 04" SLOTTED PVC UNDERDRAIN 2X 036" BOLTED & GASKETED ACCESS COVERS. FIELD GROUT AS NEEDED TO MEET GRADE, BY OTHERS. r4 1/4" ADJUST TO GRADE I I `- 04" SLOTTED PVC UNDERDRAIN COBBLES FOR ENERGY DISSIPATION 4"x24" INLET WINDOW, I E: 403.37' ELEVATION VIEW UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 7 1/4" I 2„ MULCH I 3'-10" DIVIDER 4'-0" 18" Sto mMixT"" WALL MEDIA I NOTES: M 1. DESIGN LOADINGS: A. AASHTO HS-20-44 W/ IMPACT. B. DESIGN FILL: 9' MAXIMUM. C. ASSUMED WATER TABLE = F BELOW GRADE. D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF. E. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE). F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5,000 PSI MINIMUM. 3. STEEL REINFORCEMENT: REBAR ASTM A-615 OR A-706, GRADE 60. 4. MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80. 5. CEMENT: ASTM C-150 SPECIFICATION. 6. REFERENCE STANDARD: A. ASTM C 890 B. ASTM C 913 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT REQUIREMENTS (I.E. LIVE LOAD, FILL RANGE, WATER TABLE). IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF THIS SUBMITTAL. 8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS AND ELEVATIONS OF OPENINGS. RIM: 414.50' 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS. 12. MAXIMUM PICK WEIGHT: BASE = 37,900 LBS. (MEDIA SHIPPED SEPARATELY). 13.97' [167.60"] - PRELIMINARY - NOT FOR CONSTRUCTION 8" BASE SLAB EL: 400.53' Bioretention/ Biofltm ion SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY PER SECTION 2.03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 11 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10 204.20 204.30 204.40 AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN 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 WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17, ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 267.00 .o,�• PUBLIC WORKS SURFACE WATER STANDARD PLAN E68LfRdby: DEPARTMENT NOTES (1 OF 2)Eh9"&M artin Pastucha8/13/2020 1,6kS 48D... DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-8INCH ROCK /40-70%PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 267.10 v PUBLIC WORKS SURFACE WATER STANDARD PLAN +§aedby: „e DEPARTMENT NOTES (2 OF 2) artin PastuchA11312020 �B$0i2 fBQi&a"9D... [DATE 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: SY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: HOLL/ HEAI/RlN 3 REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN: MARY MOORE CHECKED: HOLLI HEA VRIN NO. REVISION BY DATE APPR APPROvED: HOLLI HEA VRIN SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVE) 19M HORIZONTAL NAD 1983/1991 I U M CITY OF RENTON Planning/Building/Public Works Dept. T MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS REMOVABLE WATERTIGHT I COUPLING OR FLANGE 2" MIN. A I ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 6" MIN. 6" MAX. 2' MIN, PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT 16" MAX. 6"MIN. ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 PIPE SUPPORTS, SEE NOTE 6 - J1.5xD IN. D OUTLET PIPE, SEE NOTES 1 & 5 INVERT AND ELEVATION PER PLANS 12" SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 i ADDITIONAL LADDER RUNGS IN SETS TO i3 r ( ) ALLOW ACCESS TO TANKS OR VAULTS \` \ WHEN CATCH IS FILLED WITH WATER il� an � J -\ 1✓ NGL NECESSARY, 7 SEE NOTE 7 i PLAN VIEW FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 r 12" (TYP.) I}-2'MIN.- VERTICAL BAR GRATE FOR SECONDARY INLET - HANDHOLDS, STEPS, OR LADDER SEE NOTE 9 (TYP.) INLET PIPE - SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) PER STD. PLAN 237.30 NOTES: SECTION A 1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 UR• PUBLIC WORKS FLOW CONTROL STRUCTURE - 0M$Wedby: DEPARTMENT RESTRICTOR TEE artiiaan"�"� Pastucha 8/13/2 "):�zMNPA49D... DATE 0 O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING "111111z=� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425535 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING' jfarah 12/06/2023 yqi 12/06/2023 N O TOWNS ON 12TH DATE. 1011112023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM DRAINAGE STANDARD DETAILS C4.34 SHEET: OF: 35 93 w TOP OF SLOPE (TYP) APO g510ggTR C / TRACT K (CRITICAL AREA) g I APO g51N�H�0 0 ZN11P 0 APO 3 pO REN�� q1Y EXISTNG TREE TO BE SA I/ED (TYP) LOCATOR SERVICE CALL BEFORE YOU DIG! 811 CONNECT TO EXISTING SEWER CONNECT TO EXISTING WATER TRACTA (ACCESS & UTILITY), EXISTNG OFFSIIE TREE - TO REMAIN (TYP) A PNUONO MYgv04 TRACTN_ (OPEN SPACE) CONNECT TO EXISTING STORM TOP OF SLOPE (TYP) 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) / p42305�9E45LLC APO PROPER pALPAY PROPOSED WATER (TYP) PROPOSED STORM (TYP) PROPOSED SEWER (TYP) APO 4 23 OPER1E51LL0 pALPAY ApN O4ASSOC A1E5 LLC pALPAY & SCALE: 1" = 50' 0 25 50 100 STORM LEGEND STORM PIPE STORM SERVICE EXISTNG STORM PIPE STORM PIPE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB SEWER LEGEND SEWER PIPE SEWER SERIWCE EXISTNG SEWER PIPE SEWER STRUCTURE SEWER CLEANOUT WA TER LEGEND WATER MAIN EXISTNG WATER PIPE js I IN[ WATER RTANG Ak FIRE HYDRANT ® WATER METER •� TYPE / BLOW -OFF AIR- VAC 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING `,,111111zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425536 S-425513 W-425513 0 N N I IN COMPLIANCE WITH CITY OF RENTON STANDARDS w w w w — SS- - - - - - SD • T `''' - - so - _ - � DEVELOPMENT ENGINEERING r�� ----SD % j CONNECT TO CONNECT TO 1 CONNECT TO — o — p — yq 112/06/2023 IRL W EXIS77NG WATER EXISTNG WATER \ Q J \ EX/SANG WATER EAB�DO:TER UTILITY EWASTEWATER UTILITY � �' N yz GAFOUR 11/09/2023 well 11 /30/2023 ' 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: scu.E: VERTICAL. NAVE) 198B DATE, O 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH SY OTHERS AS NOTED HORIZONTAL: HAD 1983/1991 : PRI CITY 0 F TOWNS ON 12TH 1011112023 (� 3 REVISED PER CITY COMMENTS KEL o/11/2 HHH DESIGNEDHOLL/ HEAI/RlN 3916&3926NE12THST, RENTON, WA 98056 FlELDBOOK: DRAWN: RENTON PAGE � MARY MOORS ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE HOLLI HEAVR/N IF NOT ONE INCH Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN C7.01 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: HOLLI HEA VRIN 60 93 Z ti O Z O O v UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 SEE SHEET C7.03 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O 0 N M N v `(EYMAP 0 0 0 N N K SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE -� STORM SERVICE -SD EXISTING STORURIPF STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CS STORM STRUCTURE - TYPE 2 CB SEWER LEGEND SEWER PIPE SEWER SERWCE _SS EX/STING SEWER PIPE � SEWER PIPE FLOW ARROW 0 SEWER STRUCTURE SEWER CLEANOUT WA TER LEGEND WA TER MAIN -W EXISTING WATER PIPE H C WATER F/TT/NG • FIRE HYDRANT ® WA TER METER •� TYPE / BLOW -OFF AIR- VAC v 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 �-425537 S-425514 1A-425514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lyqi PMENT ENGINEERING WASTEWATER UTILITY 12/06/2023 jstowell 11 /30/2023 N ODATE: VERnCAL• NAVD 1988 . HORIZONTAL- NAD 1983/1991 1 CITY 0 F TOWNS ON 2TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. UTILITY CROSSING PLAN C7"02 SHEET: OF: 61 93 Lr) 4 SEE SHEET C7.02 N N NLO �0°50 rr 53 54 :.;II r / d' d' APN 3307801LE � � 55 56 57 58 59 • . I� g TRACT H / 41 (CRITICAL AREA) I I JEN / � \ Nr ' I TRACT L (CRI T/CAL AREA) % a 42 I / �/ I \ \ / 1�\W ,I ;.• 'a ' 39 ❑ I 4 ,. ( 305,9245�GG y \ �I ly \ , a pN 042opERTIEs 43 "OAApAY PR ` EXISTING TREE TO BE SA VED 44 52 51 50 49 4R Q (rYP) 46 ; rrH c, i [a ` h � \ v�l Pz SEE UTILITY CROSSING TABLE .�0 9PEN " N SHEET C7.04 (TYP) Y TRACT M 45 SPACE) e � u F IIzi b 3 i 9 •' NI+IN 5 9°46 \ 1 �� 5 � ❑ �iJ \ ApN ° pON WONO �\ / \ 28 29 30 24 25 26 27 31 32 33 34 O PROPOSED WATER (TYP) 35 36 37 9061 I PROPOSED SEWER (TYP) 6 ApN 4230ERT1C5 LLC PPOP M I PROPOSED STORM (TYP) ]NI p ALp AY TRACTA `. 7 ... STMENT N• 1 \ i (ACCESS & UMITY) a ApJO —3002 TRACT B "" , ... ,. ... ' L°T LINELLA, LN O9 O .. (ACCESS & UTILITY)' A :. : ' . RENTON LO 106, 2g000 7.CITY O NO• LINO 20°50 g2 I — ' L.L.A. REC- I 23 22 21 20 19 18 17 16 15 14 13 12 Jill 10 9 ApN 0423o5�Y�O4 pHUON I'' row 0425500 TRACT /V ApN 305— 0423ATES LLG ApN 055— 2 (OPEN SPA OALpAY & A DAMES UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH NO. REVISION BY 1 DATE 1 APPR SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M c� SD SD-- o—o—o CONNECT TO EXISTING WATER CITY OF RENTON Planning/Building/Public Works Dept. `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORY _SD EX/S NGESTORM P/PE STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE — TYPE 1 CS STORM STRUCTURE — TYPE 2 CB SEWER LEGEND SEWER PIPE SEWER SERWCE _SS EX/STING SEWER PIPE ­4 SEWER PIPE FLOW ARROW 0 SEWER STRUCTURE SEWER CLEANOUT WA TER LEGEND r�:••wAf•r WA TER MAIN —W EXISTING WATER P/PE v HI WATER FITTING �• ~� Z z • FIRE HYDRANT ® WA TER METER 9 •� TYPE / BLOW_ OFF AIR— VAC 100NAL 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425538 S-425515 W-425515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 w 0 0 N M N v 0 0 N N WASTEWATER UTILITY jstowell 11 /13/2023 kmj 141% TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 UTILITY CROSSING PLAN DATE: 0/111202J FIELDeo PAGE DRAWING NO: �7 C7.03 SHEET: OF: 62 93 O O N O N v O O O N N VJ NN I TOP OF SLOPE (TYP) I � PPN g51099iR Ch — TIMUI'A (CRITICAL AREI O TO I ApN g51NPG90LJO 0 W ZNI1 NE 14TH PL 77�: APN g5109Ku 00 0 i ✓ I ICJ��0 pOMINIK �\ 75 NE 14TH CT — 74 Y R1-1 STOP SIGN > _ WITH STREET NAME 0p40 I 73 SIGN A TOP (TYP) APN gS�ON JOHN INSTALL "NO PARKING'" 72 � TRA CT J SIGNS ON BOTH S/DES I l( (�:•• 71 / (STORM DRAINAGE) SEE ILEUM/NATION PLANS OF ROW 1-6 (TYR), _ FOR STREET LIGHT DESIGN TH/S SHEET. ,l Q NEI4THST 86 - � 030 _ 951 K CNEN A"',EIDI I 89— bb \ LJI•i� %' 2 a N'ON Pp TY OE 3301REN _ _ _ I I I �1 ■ 6L Q _ . . V VI � --- — — — --- ,I TRACTH' _ -- — — —- T :RRAL AREA\, }¢ � m 40 ; •'��•: � r '�� _�� �'� �' TOP OF SLOPE TYP E � g30�8ppp50 TRACT L 54 _5 56 ' 57 58 5� I ()APNJ�NIRER LE / (CRITICAL AREA �: 153/ •I �.• 15' BLDG >K 41 '4 '� SETBACK (TYP) 15' BUFFER (TYP) .; I \ EXISTING TREE // _ .' . r I 139 _I TO BE SA l ED 5 ��i 1 .i APN p42oPER11E5LLp (TYP) I I / , - !� 1\ , _ � I _ I pALPPY PR I I i i 15� 49 ' 4R ' 47 46 x 1 \ I TAI IVN' \V\ \I/ , 38 TRACT M 4 ROW ROW 3 I %PFN SPACE) _ _ _ _ _ \ 3p5,yp46 A" 423- WONO ■ - __ KAN © I \ /11 III Ii I �0' 28 II 0 �I iil I �I x 75 3E 9061 \ I - FIRf TRUCK TURNAROUND y l) I PPN PR0pER11E5LLc DALPAY N0. .. . 1 . % %i(A U % 0 T LINE PDJ�Np 3002a2, T _ •- ACCE.� pltY O5 RELUP'0o 005082 000 09 _ ( T — — LL.P• N REc. NO 2, �� 0 I : 119 18 � 7 �' 16 13 1 10 INSTALL 'NO PARKING" NO PARKING SIGN �(I I SIGNS ON BOTH SIDES PER DETAIL, THIS SHEET / \ OF ROW 1-6 (TYP.), (TYP) _ — - _ I SEE SIGN DETAILS, A"H0423MY 4 � ROW 2 ___ _�_ _ __ 9vp _ - __ �_____THIS SHEET. ONG TRACT /V 1. ,•� I ''a T N p42305;IA�5 LLc N P p.'23p5;WIN 2 (OPEN SPACE) ■ .: ■ AP' P & AS50 AP MES JAp I E I I I I pALPPY JX •TRACT C INSTALL 3 MAX/FORCE 8 ' S I (OPEN 4PA(-) I 4 2 1 PROJECT COLLAPSIBLE BOLLARDS STOP SIGN STOP BAR I BOUNDARY PER DETAIL, SHEET C3.43. _J PER SECORSTD PLAN 109, (TYP) E EETTHSSH 280' (25 MPH) _ W d INTERSECT/ON SIGHT DISTANCE TRIANGLE LU W EX/STING STREET SIGNS W ALONG THE NORTH SIDE OF LU ' NE 12TI4 STREET SHALL PF Q — o RELOCATED AS NEEDED Q. � z UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E 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 ALLOWS. 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. TRANSPORTATION NOTES STD. PLAN - 135 * PUBLIC WORKS —APPROVED: �F DEPARTMENT GAZ 3/13/2019 1 4 DATE :1 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.30-04 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS -- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS -- TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50150 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 500 F. Y o PAVEMENT MARKING NOTES STD. PLAN— 109 + + PUBLIC WORKS A.DOVED: p DEPARTMENT Martin 7/27/2022 FNSo _ DATE M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. A SCALE: 1" = 50' 0 25 50 100 LEGEND 150' OR LESS HOSE PULL ROUTE F/RE TRUCK TURNAROUND A "NO PARKING" SIGN R-1 STOP SIGN W/ SREET NAME SIGN A TOP STREET LIGHT FIRE LANF MUTCD SIGN R8-,3 (MODIFIED) OR/ENT NO PARKING SIGN A T 45 DEGREES FROM STREET. NOTE NO PARKING SIGNS TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) USING BLACK COATED BRACKETS TO MATCH STREET LIGHT POLE COLOR, AT 100' SEPARATION BETWEEN SIGNS. USE DOUBLE ARROW NO PARKING SIGNS AT ALL LOCH TIONS EXCEPT ON STOP SIGN OR WHERE /ND/CA I-ED ON PLANS. NO PARKING SIGN DETAILS NOT TO SCALE 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 T-425501 R-425540 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 ' DATE: TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: SIGMA GE CHANNELIZA T/ON & DRAWING NO: O cs.01 FIRE DEPARTMENT SITE PLAN SHEET: OF: 64 93 0 O 0 O N v 0 O r� Z ti O Z O TREE RETENTION PLAN SCALE: 1" = 50'- 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI G.I 311 LEGEND r41--, LOD* DRIPLINE KD LANDMARK TREES TO BE RETAINED PROTECTION — FENCING _ j LANDMARK TREES TO BE REMOVED LOD* DRIPLINE SIGNIFICANT TREES TO BE RETAINED PROTECTION FENCING / I {} 1 SIGNIFICANT TREES TO BE REMOVED TREES WITHIN CRITICAL AREA TO BE RETAINED TREES WITHIN R.O.W., ALLEY, AND DRIVEWAY TO BE REMOVED OFF SITE TREES TO BE RETAINED I (TYP.) ?EA BUFFER (TYP.) JIFICANT TREE TO BE RETAINED (TYP.) JIFICANT TREE TO BE REMOVED (TYP.) DMARK TREE TO BE REMOVED (TYP.) E WITHIN PROPOSED PUBLIC STREET, ED (TYP.) 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: LINOSEY SOLORIO - REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLORIO NC. REVISION BY DATE APPR APPROVED: LINOSEY SOLOF/0 SCALE: \Q OFF SITE TREES TO BE REMOVED CLEARING LIMITS lil7�]:iI►]�l/_111(.Y�7►�I[�1�x.9i�_1:�Y�7:�69■:�il�li■�Y�191�]i�7:�Yel:�ii►17�1:�x.9�1►[� TREE RETENTION CALCULATIONS PER RMC, (4-4-130, H, 1. A. 1) 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 390 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 53 trees Trees in proposed public streets 34 trees Trees in proposed private access easements/tracts 37 trees Trees in critical areas3 and buffers 35 trees Total number of excluded trees: 159 trees 3. Subtract line 2 from line 1: 231 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in Pli other residentialzones 0.1 in all commercial and industrial zones 46 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain": 49 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 0 trees 7. Multiply line 6 by 12" for number of required replacement inches: 0 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 0 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 0 trees ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM TREE RETENTION NOTES 1. FOR MORE DETAILS ON INDIVIDUAL TREES, SEE ARBORIST REPORT PREPARED BY GREENFOREST, INC.. 2. UNHEALTHY AND DESEASED TREES ARE EXCLUDED. Ki(.9i��_1►1aZ.YN_1».9:Ii�C.97al:ia7�/_11g.Ya7►�:�i�A_Tyi► 1i►1�l:�iX.� 1. SEE ARBORIST REPORT FOR ADDITIONAL DETAILS ON TREE PROTECTION DURING CONSTRUCTION. 2. ALL TREE RETENTION AND LAND CLEARING ACTIVITIES TO FOLLOW RMC 4-4-130. 3. ANY MODIFICATION TO FENCING MATERIALS AND LOCATION MUST BE APPROVED BY AN ISA CERTIFIED ARBORIST. 4. FOR ALL TREE TO BE RETAINED WITHIN DEVELOPABLE AREA, TREE PROTECTION FENCING TO BE PLACED AT LOD. FOR DETAILS ON LOD, SEE ARBORIST REPORT PROVIDED BY GREENFOREST, INC.. SCALE: 1" = 50' 0 25 50 100 t;%Rl C TY 0F RENTON V413• Planning/Building/Public Works Dept. ONE SIGN PER (MIN. OF 2 SIGNS) "NO TRESPASSING, 6 PROTECTED TREES" 1 VARIES, SEE NOTE 4 ' EXISTING TREE TO BE /' • RETAINED • ' • • : • / CONTINUOUS CHAINLINK ••� • FENCING POSTS AT 10' O.C. MAX • f • • • • DETAIL: TREE PROTECTION FENCING NOT TO SCALE EXISTING GRADE CIVIL ENGINEERING LANDSCAPE ARCHITECTURE %MOUKC PLANNING �zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425541 IN COMPLIANCE WITH CITY OF RENTON STANDARDS r CURRENT PLANNING DEVELOPMENT ENGINEERING % AMorganroth [11/16/23] yqi 12/06/2023 %- TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 TREE RETENTION PLAN DATE: 0/1112 FIELDDG 0, .- PAGE: DRAWING NO: SHEET: OF: 65 9J O 0 O N N Z N H O Z O O O O O N v O O O N N I PZ — —Ni O O NE 14TH ST PERIIV COMPOSITE LANDSCAPE PLAN SCALE: 1" = 50' - 0" c» N 0 N m 0 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI G.I 311 E RETAINED (TYP.) 'A TREE TO BE RETAINED (TYP.) PROPERTY LINE (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) 02 1 = 03 EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) CONIFEROUS TREE (TYP.) RECREATIONAL AREA (TYP.); NET CLIMBER. SEE DETAILS FOR MORE INFORMATION. 0 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: INOSEY 50LOF/0 - REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: INDSEY SOL OF/0 J . APPROVED LINOSEY SOL OF/0 SCALE: TREE DENSITY CALCULATION Lot # Lot Size (SF) Min. Significant Trees Required New Trees (2" Caliper) Retained Trees Compliant 1 4,157 3 8 0 Yes 2 2,397 2 2 0 Yes 3 2,476 2 2 0 Yes 4 2,464 2 2 0 Yes 5 3,009 2 3 0 Yes 6 1,771 1 1 0 Yes 7 1 2,336 2 2 0 Yes 8 2,324 2 2 0 Yes 9 2,355 2 2 0 Yes Total Trees 19 24 0 * TREE DENSITY ONLY REQUIRED LOTS 1-9 DUE TO EXISTING ZONING CLASSIFICATION. SITE AMENITIES SCHEDULE SYMBOL QTY AMENITY MANUFACTURER KOMPAN; PAINTED WITH A BROWN COLORED 1 WOBBLY BRIDGE TRANSPARENT PIGMENT THAT MAINTAINS THE GOLDEN WOOD COLOR OF THE WOOD \--------------------------------- —- - i i 2 NET CLIMBER WILLYGOAT; POWDER COATED BLUE i i' KOMPAN; e i 1 BLOQX 3 LIME GREEN, GREY, AND DARK NAVY BLUE FORMS+SURFACES; ® 15 BENCH SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH FORMS+SURFACES; 1 PICNIC TABLE SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH FORMS+SURFACES; 2 ADA PICNIC TABLE SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH C 3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR 0 160 1-MAN BOULDER LOCALLY SOURCED ❑ 827 LF 6' CEDAR FENCE 4' CHAIN LINK FENCE LOCALLY SOURCED LOCALLY SOURCED LOCALLY SOURCED 262 LF 1,007 LF SPLIT RAIL FENCE GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIAL WITHIN SIGHT DISTANCE TRIANGLES SHALL BE MAINTAINED TO PROVIDE VISUAL CLEARANCE BETWEEN 2' AND 8' AND SHRUBS PROPOSED WITHIN THE SIGHT DISTANCE TRIANGLES ARE NOT TO GROW WIDER THAN 18" IN DIAMETER AS TO NOT OBSTRUCT SIGHT LINES. STREET TREES SHALL BE LIMBED UP TO 8' ABOVE THE STREET GRADE. 2. STREET TREES SHALL BE MAINTAINED BY THE ADJACENT LANDOWNER. 3. STREET TREES SHALL MAINTAIN THE FOLLOWING CLEARANCES FROM UTILITIES: WATER AND SEWER: 8' STORM: 3' ALL OTHER ONSITE TREES SHALL MAINTAIN A CLEARANCE OF 8' FROM WET UTILITIES 5. ROOT BARRIER AND STRUCTURAL SOILS SHALL BE PROVIDED FOR STREET TREES AND TREES WITHIN 3OF UTILITIES. 6. SHRUBS SHALL BE PLANTED TO MAINTAIN AT LEAST 4 FEET OF CLEARANCE FROM THE CENTER OF ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ALL FIRE HYDRANTS/CONNECTIONS. VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM f;%R] C TY 0F RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE %MOUKC PLANNING �zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425543 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINGOl DEVELOPMENT ENGINEERING c AMorganroth [11/16/23] yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 if N DATE: 0//112023 FIELDDG PAGE: DRAWING NO: 2® 01 SHEET: OF: 67 93 0 O 0 0 N v O 0 0 N N Z N H O Z O ti O Z O m N 0 N m 0 A vi LANDSCAPE PLAN SCALE: 1" = 30' - 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: LINOSEY SOLORIO REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLOF/0 NC. REVISION BY DATE APPR APPROVED: LINOSEY SOLOF/0 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM a THIN NGPA TO BE RETAINED (TYP.) SPLIT RAIL FENCE (TYP.) ;R C TY 0F RENTON Planning/Building/Public Works Dept. i N I SCALE: 1" = 30' 15 30 60 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425544 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LAMOrganroth URRENT PLANNING DEVELOPMENT ENGINEERING [11/16/23]wi I yqi 12/06/2023 (DI TOWNS ON 12TH 3916 &/J��3/r926 N/�EY12TH ST, RENTON, WA 98056 A 1 tl' SCA PE A 1 tl' DATE: FIELDDG 0�I1�202.: PAGE: DRAWING NO: 2. 2 SHEET: OF: 68 9.3 O O O N N Z ti O Z O c» N 0 N m 0 m OFF —SITE T TREE WITHIf BE RETAI LANDSCAPE PLAN SCALE: 1" = 30' — 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI G.I 311 SEE SHEET L2.02 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: LINOSEY SOLORIO REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLORIO NC. REVISION BY DATE APPR APPROVED: LINOSEY SOLOF/0 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) PROPERTY LINE (TYP.) PAVED SEATING AREA (TYP.); BENCH ON SCORED CONCRETE. SEE DETAILS FOR MORE INFORMATION. 1— MAN BOULDER (TYP.) STREET TREE (TYP.); SMALL SPECIES SPACED AT MIN. OF 30' O.C. � C TY 0F RENTON v4m• Planning/Building/Public Works Dept. i N I SCALE: 1" = 30' 15 30 60 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425545 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LA URRENT PLANNING �,�Morganroth [11 /16/23] DEVELOPMENT ENGINEERING yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 DATE: FIELDDG 0�11�202.: PAGE: DRAWING NO: L2.03 SHEET: OF: 69 9j O O O O N v O O O N N Z N H O Z O 0 ri 0 c» (14 0 N m 0 !r) PLANT SCHEDULE NTREES QTY BOTANICAL NAME 9 ACER CIRCINATUM I O 4 ARBUTUS MENZIESII O 4 CALOCEDRUS DECURRENS ■ € • 18 CORNUS X'EDDIE'S WHITE WONDER' • 5 COTINUS COGGYGRIA 2 PINUS CONTORTA • 12 PRUNUS SERRULATA'PINK CLOUD' 12 PSEUDOTSUGA MENZIESII 6 PYRUS CALLERYANA'JACZAM'TM O 12 TAXUS BREVIFOLIA 11 THUJA PLICATA `O 5 TSUGA HETEROPHYLLA STREET TREES QTY BOTANICAL NAME 6 CARPINUS CAROLINIANA 13 TILIA CORDATA'CHANCOLE' • 21 ZELKOVA SERRATA SHRUBS QTY BOTANICAL NAME 0 11 BERBERISTHUNBERGII'ATROPURPUREA' 58 BUXUSSEMPERVIRENS'SUFFRUTICOSA' 46 CHOISYA TERNATA'SUNDANCE' 29 CORNUS SERICEA 81 CORNUS SERICEA'KELSEYI' 29 HOLODISCUS DISCOLOR 137 HOSTAX'PATRIOT' 112 ILEX CRENATA'SKY PENCIL' 35 LAVANDULAANGUSTIFOLIA'HIDCOTE' 122 MAHONIA AQUIFOLIUM 12 MAHONIA NERVOSA 187 MUSCARI ARMENIACUM 93 MYRICA CALIFORNICA 54 PAXISTIMA MYRSINITES 7 PHILADELPHUS LEWISII 8 PHYSOCARPUS CAPITATUS 264 POLYSTICHUM MUNITUM 108 PRUNUS LAUROCERASUS'MOUNT VERNON' 0 31 RIBES SANGUINEUM 9 ROSMARINUS OFFICI NALIS 'SALEM' 22 SARCOCOCCA CONFUSA 42 SPIRAEA BETULIFOLIA } 9 SPIRAEA DENSIFLORA 0 35 SYMPHORICARPOS ALBUS 58 VACCINIUM OVATUM O 166 WEIGELA FLORIDA'ELVERA' COMMON NAME SIZE SPACING VINE MAPLE 2" CAL. MIN. AS SHOWN PACIFIC MADRONE 2" CAL. MIN. AS SHOWN INCENSE CEDAR 6' HT. MIN. AS SHOWN EDDIE'S WHITE WONDER DOGWOOD 2" CAL. MIN. AS SHOWN SMOKE TREE 2" CAL. MIN. AS SHOWN SHORE PINE 6' HT. MIN. AS SHOWN JAPANESE FLOWERING CHERRY 2" CAL. MIN. AS SHOWN DOUGLAS FIR 6' HT. MIN. AS SHOWN JACK GALLERY PEAR 2" CAL. MIN. AS SHOWN PACIFICYEW 6' HT. MIN. ASSHOWN WESTERN RED CEDAR 6' HT. MIN. AS SHOWN WESTERN HEMLOCK 6' HT. MIN. AS SHOWN COMMON NAME SIZE SPACING NATIVE FLAME AMERICAN HORNBEAM 2" CAL. MIN. 30' O.C. CHANCELLOR® LITTLELEAF LINDEN 2" CAL. MIN. 50' O.C. CITY SPRITE ZELKOVA 2" CAL. MIN. 30' O.C. COMMON NAME SIZE SPACING RED LEAF JAPANESE BARBERRY 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN SUFFRUTICOSA COMMON BOXWOOD 2 GAL/18" HT. MIN. 3- O.0 OR AS SHOWN SUNDANCE MEXICAN MOCK ORANGE 2 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN RED TWIG DOGWOOD 2 GAL/18" HT. MIN. 3- O.0 OR AS SHOWN KELSEY'S DWARF RED - OSIER DOGWOOD 2 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN OCEANSPRAY 2 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN PATRIOT HOSTA 2 GAL/18" HT. MIN. 3' O.0 OR AS SHOWN SKY PENCIL JAPANESE HOLLY 5 GAL/36" HT. MIN. 3- O.0 OR AS SHOWN HIDCOTE ENGLISH LAVENDER 2 GAL/18" HT. MIN. 3- O.0 OR AS SHOWN OREGON GRAPE 3 GAL./36" HT. MIN. 3- O.0 OR AS SHOWN OREGON GRAPE 2 GAL/18" HT. MIN. 3- O.0 OR AS SHOWN GRAPE HYACINTH 4" POT 3' O.0 OR AS SHOWN PACIFIC WAX MYRTLE 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN OREGON BOXWOOD 2 GAL/18" HT. MIN. 3- O.0 OR AS SHOWN WILD MOCKORANGE 3 GAL./36" HT. MIN. 3- O.0 OR AS SHOWN PACIFIC NINEBARK 3 GAL./36" HT. MIN. 3- O.0 OR AS SHOWN WESTERN SWORD FERN 3 GAL/18" HT. MIN. 3- O.0 OR AS SHOWN MOUNT VERNON ENGLISH LAUREL 2 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN RED FLOWERING CURRANT 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN SALEM ROSEMARY 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN SWEETBOX 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN BIRCH LEAF SPIREA 2 GAL/18" HT. MIN. 3' O.0 OR AS SHOWN SUB -ALPINE SPIREA 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN COMMON WHITE SNOWBERRY 3 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN EVERGREEN HUCKLEBERRY 3 GAL./36" HT. MIN. 3- O.0 OR AS SHOWN MIDNIGHT WINE® WEIGELA 2 GAL./24" HT. MIN. 3- O.0 OR AS SHOWN UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 8// ORNAMENTAL GRASSES QTY 73 0 331 356 4a 104 193 82 21 131 GROUND COVERS QTY 5,683 BOTANICAL NAME COMMON NAME SIZE SPACING CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL/18" HT. MIN. AS SHOWN CAREX OBNUPTA SLOUGH SEDGE 2 GAL/18" HT. MIN. AS SHOWN DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 2 GAL/18" HT. MIN. AS SHOWN FESTUCA GLAUCA'ELIJAH BLUE' ELIJAH BLUE FESCUE 2 GAL/18" HT. MIN. AS SHOWN LIRIOPE MUSCARI LILYTURF 2 GAL/18" HT. MIN. AS SHOWN MISCANTHUS SINENSIS'LITTLE MISS' LITTLE MISS EULALIA GRASS 2 GAL/18" HT. MIN. AS SHOWN PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS 2 GAL/18" HT. MIN. AS SHOWN PENNISETUM SETACEUM 'RUBRUM' PURPLE FOUNTAIN GRASS 2 GAL/18" HT. MIN. AS SHOWN BOTANICAL NAME COMMON NAME SIZE SPACING ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL. 18" O.C. 2,902 CALLUNA VU LGARIS 'FIREFLY' p pp pp 728 FRAGARIACHILOENSIS p p 2,579 GAULTHERIA SHALLON 8,102 SF LAWN J \\ 8,877 SF MULCH 1,333 RUBUS CALYCINOIDES'EMERALD CARPET' 3,136 VINCA MINOR GENERAL LANDSCAPE NOTES FIREFLY HEATHER 1 GAL. 18" O.C. BEACH STRAWBERRY 1 GAL. 18" O.C. SALAL 1 GAL. 18" O.C. HYDROSEED 3" DEPTH MIN. EMERALD CARPET CREEPING BRAMBLE 1 GAL. COMMON PERIWINKLE 1 GAL. 18" O.C. 11091" 1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAYBE SELECTED BY THE OWNER'S REPRESENTATIVE. 4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED. 5.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1). 7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED. 8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET. 11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 13.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD INSTALLATION. GRADES SHALL BE SET 3" BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND 1" BELOW FOR LAWN AREAS. 14.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 15.) FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND SOIL TESTING LAB'S RECOMMENDATIONS. 16.) WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'S WORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN CONDITION UPON COMPLETION OF JOB. 17.) IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 18.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 19.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON -SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF -SITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 20.) LAWNS SHALL BE HYDROSEEDED WITH "SIGNATURE" AS SUPPLIED BY JB INSTANT LAWN OR APPROVED EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THAT READ "KEEP OFF NEWLY SEEDED LAWN AREA". 21.) OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED -IN, KEPT MOIST AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 22.) TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS. 23.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 24.) STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES: A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN. 25.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS SCALE: REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: LINOSEY SOLOF/O H REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA ONE INCH CHECKED: LINDSEY SOL OF/O AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N C . REVISION BY DATE AP P R APPROVED: LINOSEY SOLOF/O 00 O O N N s O O N N oFWAS NIi�c CIVIL ENGINEERING igENNErrso T�2CORE LANDSCAPE ARCHITECTURE 0, PLANNING DESIGN SURVEYING a v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425546 �NDSCAP�P� IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ol DEVELOPMENT ENGINEERING AMorganroth [11/16/23] yqi 12/06/2023 '� N ODATE: VERTICAL: NAVD 1988 • C T Y 0 F TOWNS ON 12TH q q �7 Z c� HORIZONTAL: HAD 19988 1 / 0/l 11 02�/ 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON J7�� r PLANTS���yyy� EMLE A// • 1 NOTES DRAWING NO: DATUM Planning/Building/Public Works Dept. 12.04 SHEET: OF: 70 9.3 STAKING NOTES: RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120' SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) 3' ROOTBALL�� DIMENSION\\ STAKES SHALL EXTEND A MIN. OF 12" 1' INTO UNDISTURBED SOIL 12X ROOTBAL DIA. c» N 0 N m 0 PLANT TREE SO THAT THE TRUNK e • • • CROWN IS VISIBLE AT THE TOP OF ° THE ROOTBALL; SET TOP OF • • • •° e e ROOTBALL FLUSH TO GRADE; DO • • • •00 • e NOT COVER THE TOP OF THE • • �e °e ROOTBALL WITH SOIL • • • • e • • • • r ° • ; MIN. 2" MULCH; DO NOT PLACE IN • • • • •� : CONTACT WITH TRUNK • • • • ° REMOVE ALL TWINE, WIRE • • • • • • AND BURLAP FROM TOP • • • • ee•~HALF OF ROOTBALL; NON • ° • ° e BIODEGRADABLE MATERIAL ° • • • e SHALL BE REMOVED COMPLETELY HIGH EARTH SAUCER AROUND C4" EDGE OF PLANTING PIT 2 x ROOTBALL DIA. /I PLANTING DECIDUOUS TREE NOT TO SCALE 2 X ROOTBALL DIA. PLANTING SHRUB NOT TO SCALE FINISH GRADE ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL Q^"' ^ER STOCKPILED ON SITE =1ELD LOCATED PER SITE t3 OF BOULDER TO BE SHRUBS, GROUND COVER, LAWN PER PLAN COMPACT SUB GRADE NOTE: 1. BOULDERS ONLY TO BE INSTALLED TO THE EXTENT AVAILABLE ONSITE. 1- MAN BOULDER NOT TO SCALE EXIS' RO DIN PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK FINISH GRADE 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT 11 X ROOTBP DIA. REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON -BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING PLANTING CONIFER TREE NOT TO SCALE GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. PLANTING G ROU N DCOVER NOT TO SCALE RUBBER HOSE AT TREE; HOSE PRUNE TREE AS DIRECTED IN SHALL BE LONG ENOUGH TO PLANTING NOTES ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL • • e ° • PLANT TREE SO THAT THE TRUNK BRANCHES FROM THE WIRE e 7 e° • • CROWN IS VISIBLE AT THE TOP OF THE •° • • ° ,* e ROOTBALL; SET TOP OF ROOTBALL AT 3 HARDWOOD STAKES OR OTHER e • ° * e° • SURFACE OF SLOPE; DO NOT COVER PLANT APPROVED MATERIAL; ALL STAKES ° • e e: 00 TOP OF THE ROOTBALL WITH SOIL TO BE DRIVEN OUTSIDE THE • e • �• •• e e SET CROWN OF PLANT AT ROOTBALL, AT 120° SPACING e e • ° • • e° ° e MIN. 2" MULCH; DO NOT PLACE IN FINISHED GRADE e ° ° • e I • CONTACT WITH TRUNK GALVANIZED WIRE OR CABLE; e • ° • ° • • -' • REMOVE ALL TWINE, WIRE, AND 2" LAYER OF MULCH; TWIST WIRE TO TIGHTEN ONLY e • H ° : BURLAP FROM TOP HALF OF TAPER TO CROWN ENOUGH TO KEEP FROM SLIPPING ° ° ° e e ROOTBALL; NON -BIODEGRADABLE (ALLOW FOR SOME TRUNK e e ° • e • MATERIAL SHALL BE REMOVED MOVEMENT) • ° ° e� .,, �• COMPLETELY CORNER OF ROOT SYSTEM • e e TO BE AT LINE OF ORIGINAL • 00 e ° e ° e ROUGHEN EDGES OF PIT GRADE, WHILE BELOW UPPER CUT • ° • 4" HIGH EARTH SAUCER FINISHED GRADE SLOPE: 2:1 AROUND EDGE OF %/ vv\ MAX. j/<�/<j PLANTING PIT SAUCER 2" HIGH ABOVE /jam/jam//�/� BACKFILL - 2:1 MAX. SLOPE MULCH: FILTER FABRIC FIRMLY COMPACT � �/jam/jam/jam 3' MIN. FINISHED GRADE jjA�j/A� 1 MAN BOULDER. (3) PER TREE I FABRIC BEHIND TO PREVENR OIL TAMP TOPSOIL BACKFILL WASH -THROUGH; BURY A ROOTBALL AROUND ROOTBALL BASE MIN. OF,' OF BOULDER FIRMLY WITH FOOT PRESSURE BELOW EXISTING SLOPE TOPSOIL' TO AVOID SHIFTING OF 1 1 X ' �'.'� �'-s�. �_-�<:�;:�.�, �' /��/��/� SURFACE FOR STABILITY BACKFILL & FERTILIZER ROOTBALLROOTBALL "�'`_�'r:��"�';`�='-• ��/��/�/� STAKES SHALL EXTEND A MIN. OF V INTO UNDISTURBED SOIL - SEE DECIDUOUS TREE PLANTING DETAIL FOR MORE INFORMATION NOTE ON SOIL STABILIZATION: SECURE ALL EXPOSED CUT AND FILL SLOPES ADJACENT TO NEW PLANTING WITH HYDROSEED, BIODEGRADABLE EROSION CONTROL MESH OR MATTING, OR OTHER APPROVED METHOD TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF .. ,. c, is a e.-� a•.� /-�//�// 1 ROUGHEN ALL SURFACES OFNOTE ON SOIL STABILIZATION. DIA. '^ ``' ` �• '�"�'' _ �� j ROOTBALL 1 2 X PIT EXISTING ROOTBA SECURE ALL EXPOSED CUT AND FILL SLOPES ADJACENT TO NEW/%�% ' �//��/j� GRADE; 2:1 DIA. CUT NEW ROOT MASS TO PLANTING WITH HYDROSEED, ��/j��/j �/�/SLOPE MAX. REMOVE ALL TWINE, WIRE, STIMULATE NEW ROOT BIODEGRADABLE EROSION `%: '�% %/�i� �' AND BURLAP FROM TOP GROWTH ��V��A��A/� �A��A/� j . HALF OF ROOTBALL; CONTROL MESH OR MATTING, //. �/ �/ i- /�/� // UNDISTURBED NATIVE SOIL OR OTHER APPROVED METHOD. NON -BIODEGRADABLE PLACE ROOTBALL ON UNEXCAVATE MATERIAL SHALL BE V MIN. PLANTING SHRUB ON SLOPE NOT TO SCALE 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS N0. 1 REVISION PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" PLANT SPACING NOT TO SCALE PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL AT SURFACE OF SLOPE; DO NOT COVER TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK ROUGHEN EDGES OF PIT 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT BACKFILL - 2:1 MAX. SLOPE FILTER FABRIC 1 MAN BOULDER. (3) PER TREE MIN. W/ FILTER FABRIC BEHIND TO PREVENT SOIL WASH -THROUGH; BURY A MIN. OF,' OF BOULDER BELOW EXISTING SLOPE SURFACE FOR STABILITY EXISTING GRADE; 2:1 SLOPE MAX. STAKES SHALL EXTEND AMIN. OFTV v SOIL/UNDISTURBED NATIVE SOIL TO PREVENT REMOVED COMPLETELY } l ) UNEXCAVATED/UNDISTURBED NATIVE 12 INTO UNDISTURBED SOIL - SETTLING PLANTING DECIDUOUS TREE ON SLOPE NOT TO SCALE MJS 7/26/23 HNH SURVEYED: SCALE: BY OTHERS KEL 9/12/23 HHH DESIGNED: KEL o/11/2 HNH LINDSEY 50LOF/0 DRAWN. DANNY VILLAGRANA ONE INCH CHECKED: IAT FULL SCALE LINDSEY SOLORIO IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY LINOSEY 50LOF/0 VERTICAL: NAVD 1988 HORIZONTAL: FAD 1983/1991 DATUM SOIL TO PREVENT SETTLING PLANTING CONIFER TREE ON SLOPE NOT TO SCALE C TY OF RENTON ;R e Planning/Building/Public Works Dept. OVWAS NIi�c CIVIL ENGINEERING �gENNErrs T 0 boa �v "EkP. 04 INDSCAP�P� IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING A �' IL AMorganroth [11/16/23] yqi 12/06/2023 ' LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425547 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 LANDSCAPE AS 00 O O N N Z5 O 0 0 N N N DATE: O 0//112023 t) FIELDDG „ PAGE: `� DRAWING NO: 2® 3 SHEET: OF: 71 99 N0. 1 REVISION PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" PLANT SPACING NOT TO SCALE PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL AT SURFACE OF SLOPE; DO NOT COVER TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK ROUGHEN EDGES OF PIT 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT BACKFILL - 2:1 MAX. SLOPE FILTER FABRIC 1 MAN BOULDER. (3) PER TREE MIN. W/ FILTER FABRIC BEHIND TO PREVENT SOIL WASH -THROUGH; BURY A MIN. OF,' OF BOULDER BELOW EXISTING SLOPE SURFACE FOR STABILITY EXISTING GRADE; 2:1 SLOPE MAX. STAKES SHALL EXTEND AMIN. OFTV v SOIL/UNDISTURBED NATIVE SOIL TO PREVENT REMOVED COMPLETELY } l ) UNEXCAVATED/UNDISTURBED NATIVE 12 INTO UNDISTURBED SOIL - SETTLING PLANTING DECIDUOUS TREE ON SLOPE NOT TO SCALE MJS 7/26/23 HNH SURVEYED: SCALE: BY OTHERS KEL 9/12/23 HHH DESIGNED: KEL o/11/2 HNH LINDSEY 50LOF/0 DRAWN. DANNY VILLAGRANA ONE INCH CHECKED: IAT FULL SCALE LINDSEY SOLORIO IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY LINOSEY 50LOF/0 VERTICAL: NAVD 1988 HORIZONTAL: FAD 1983/1991 DATUM SOIL TO PREVENT SETTLING PLANTING CONIFER TREE ON SLOPE NOT TO SCALE C TY OF RENTON ;R e Planning/Building/Public Works Dept. OVWAS NIi�c CIVIL ENGINEERING �gENNErrs T 0 boa �v "EkP. 04 INDSCAP�P� IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING A �' IL AMorganroth [11/16/23] yqi 12/06/2023 ' LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425547 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 LANDSCAPE AS 00 O O N N Z5 O 0 0 N N N DATE: O 0//112023 t) FIELDDG „ PAGE: `� DRAWING NO: 2® 3 SHEET: OF: 71 99 ► SLOPE SURFACE VARIES, SEE PLAN EXPANSION JOINT (IF ADJOINING MATERIAL 4" THICK CONCRETE RAMP IS CONCRETE) (TYP) (MAX GRADE 1:12) CONCRETE CURB 2% SLOPE TOWARD DRAIN FROM CENTER PLAY SURFACING MATERIAL SHALL BE ENGINEERED WOOD FIBER 4" BELOW TOP OF CURB OR WALK 4". 12" 20' PERIMETER DRAIN; 4" DIA. 6„ PERFORATED PIPE; CONNECT TO SITE STORM DRAINAGE SYSTEM NOTE: 1. MAINTAIN MIN. FALL ZONE CLEARANCE FROM ALL HARD SURFACES PLAY EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 2. RAMP TO BE 4' WIDE MIN. 2% MAX CROSS SLOPE, 8.3% RUNNING SLOPE (1:12) PLAY EDGING W/RAMP NOT TO SCALE EQ. 4-3/4" X 1-1/2" TK CAP ON TOP OF POST 2" X 4" TK TOP RAIL 1" X 4" TK RAIL 2" X 4" TK RAIL 4" X 4" PT POST 1" X 4" CEDAR BOARDS (TIGHT) EQ. SPACING 2" X 4" TK RAIL 1" X 4" TK RAIL \ FINISHED GRADE OPTIONAL POST ON PIPE CONCRETE SLAB (MEDIUM BROOM FINISH) SET FINISH GRADE BELOW PAVING SURFACE AS REQ. TO ALLOW FOR FREE DRAINAGE OFF OF PAVING AFTER TURF/MULCH INSTALLATION (TYP.) DX10X6X6 W W M !USHED ROCK BASE COURSE DMPACT TO 95%) oJBGRADE COMPACTED TO 95% CONCRETE PAVING NOTES: - INSTALL 1/4"x2" "DUMMY" JOINTS W/ PRE -MOLDED JOINT MATERIAL @12' O.C. - TOOL TO PROVIDE 1/4" Wit GROOVES @ 4' O.C. BETWEEN DUMMY JOINTS TO EXPANSION JOINTS DETAIL: CONCRETE WALK PAVEMENT NOT TO SCALE V � I I�IIIII ii�l I I � C p jl HOLD TOP OF FOOTING 2" BELOW FINISHED GRADE _ NOTES: 1. TOP RAIL TO BE HORIZONTAL WITH MAX 12" STEPS AT POSTS AS NEEDED FOR GRADE VERIFY W/ SUPERINTENDENT ON STEEP GRADES. 2. 2"x4" RAIL SIDE TO FACE INTO THE FENCE OWNER'S PROPERTY EXCEPT AT STREET OR PARK LOCATIONS. 3. WITH GRADE DIFFERENCE OF 6" OR MORE BETWEEN POSTS - SLOPE BOTTOM RAIL TO CONFORM. 4. STAIN ALL WOOD WITH SEMI -TRANSPARENT STAIN, COLOR TO MATCH ARCHITECTURE. STAIN TO BE SELECTED BY OWNER. 6' WOOD PANEL FENCE 4"X4" CEDAR POST 2"X4" SPLIT CEDAR RAIL (TYP.) HOLES IN POST FOR RAILS (TYP.) FINISHED GRADE 4" OF AGGREGATE BACKFILL 4" AGGREGATE BASE UNDISTURBED SOIL NOT TO SCALE SPLIT RAIL FENCE REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS _ REVISED PER CITY COMMENTS SCALE: NOT TO SCALE NU. REVISION 3� 4— DINT CONCRETE AS NECESSARY 'INTEGRAL COLORED ONCRETE BAND, DARK GREY CORED CONCRETE 6 X 6" QUARES E: ING PATTERN IS GRAPHIC IN URE AND FOR VISUAL POSES ONLY SCORED CONCRETE PAVING 6 X 611 NOT TO SCALE Wobble Bridge NRO810 W The Wobble Bridge attracts children to try out also, children feel the movements of all the when making friends. their balancing skills. The horizontal logs are other children on the bridge from the horizontal responsive to every movement, training and vertical carrier chains. This feature adds to important physical skills such as using balance the physical challenge of keeping the balance and muscles in feet, legs, core and arms to when going over the bridge. It additionally adjust equilibrium. For less trained bridge- encourages children to cooperate and walkers, the side beams add support. Walking negotiate with each other as well as take turns. the Wobble bridge is a highly social experience These are important social -emotional life skills, 1 / 03/30/2023 MSS 7/26/23 HHH SURVEYED: SCALE: SY OTHERS KEL 9/12/23 HHH DESIGNED: KEL o/� �/2. HUH LINDSEY 50LOF/0 DRAWN. DANNY VILLAGRANA ONE INCH CHECKED: AT FULL SCALE LINDSEY SOL OF/0 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY LINOSEY 50LOF/0 KOMPANOL Let's play Item no. NRO810-1001 General Product Information Dimensions LXWXH 12'6"x4'1"x57' Age group 5-12 Play capacity (users) 3 Color options • IN 41A O • /Data is subject to change without prior notice VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM TOP RAIL TRUSS ROD TYP. CHAINLINK FABRIC BLACK POWDER COATED STRETCHER BAR FABRIC BAND BOTTOM RAIL FINISHED GRADE BOTTOM HINGE (180° SWING) 12" ROUND SECTION CONCRETE CLASS C (TYP.) NOTES: 1. MINIMUM POST LENGTH 8'-8". 2. PROVISIONS MUST BE MADE FOR LOCKING THE GATE. 3. ALL MATERIAL TO BE BLACK POWDER COATED WITH ONSITE TOUCHUP FOLLOWING INSTALLATION. 4' HT. CHAIN LINK FENCE WITH 4' GATE NOT TO SCALE Wobble Bridge NRO810 ` Max fall height I " Total height I "' Safety surfacing area WOBBLY BRIDGE SOURCE: KOMPAN AoRtIlk VRC T Y OF RENTON N4W Planning/Building/Public Works Dept. NRO810 NRO810 1'-4" / 42cm " 4'-7" / 140cm "'364ft' / 33.8m' ` Max fall height I " Total height KOMPAN* Let's play KOMPAN* Let's play Item no. NRO810-1001 Installation Information Max fall height 1.5" Safety surfacing area 364ft' Number of installers 2 Total nstallat on time 6.6 Excavation volume 0.37yd' Concrete volume 0.05yd' Footing depth (standard) TY Shipment weight 7681bs Anchoring options In -ground Surface Warranty Information Robinia Wood 10 years Stainless steel Lifetime components Stainless steel Lifetime components Spare parts guaranteed 10 years oFWAS NIi�c CIVIL ENGINEERING �gENNErTs O T �j S7EkP. 04 �NDSCAP�P� IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING � DEVELOPMENT ENGINEERING AMorganroth [11/16/23] yqi 12/06/2023 '' LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 9801 1 425.885.7877 R-425548 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 LA NDSCA PE DETAILS 0 0 N `�� N v 00 O O N N41-7 O 0 O N DATE: O 0//11202�3 v, FIELDDG PAGE: DRAWING NO: L2.32 0 SHEET: OF: 72 93 r� 0 ri m c» N 0 N m 0 r AL - W��IyGoo� KNIGHT" BENCH PRODUCT DATA or FORMS+SURFACES• 04/06/2023 Star Ship Orbiter Merry -Go -Round Net Climber Brand: Playground Equipment Regular Pace: $7,472.00 Sale Price: 85,748.00 Certifications: Meets National Standards for ASTM F1487-17 CPSC Guidelines #325 Product Specifications: Age Range: 2 to 12 years old Capacity: 13-18 Equipment Wi gi 7601b Fall Height: 5 ft Use zone: l9 fix 19 ft ASTM Certified ASTM F1487-17 CPSC Guidelines #325 CPSC Cenified Description: Children will be all too eager to blast off on the Starahip Orti Combining the excitement of roundabout with Me challenge of a rope climber, the Starahip Orbrer brings new ways to play on the playground. The main portion is an angled eel of ropes with a small door near ground level that ,lbws children to utilize the interior surfaces as an enclosed merry-go-round. On the ociasitle, kids will face the additional difficulty of a moving lysurface that rocks es they m . The system works on children vestibular senses, helping them to g handle moving situations. Socialization is automatically taught, as half of the fun requires another individual to spin it The Starahip Crater comes in is variety of powder coat paint colors to match your theme or to inspire your color palette. For scale, the last image includes an American male figure of averege height. 1. Pole Installation 8 7 6 5 , 4 t 3 2 1 METALLIC TEXTURES D C A rFir. 8 BENCH SOURCE: FORMS+SURFACES CUSTOMER APPROVAL X DATE: X 6 5 22.7 SILVER TEXTURE ALUMINUM TEXTURE DARK BRONZE METALLIC TEXTURE Starship Orbiter 18'-9" --------------------------------------------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Footprint: 6'-9" x 6'-9" SKU: PFN008 Pla roundE ui merit Y9e. ew q p use zone: 18'-9" x 18'-9" Created On: August 8, 2019 The information provided on this sheet is subject to change without notice. NET CLIMBER SOURCE: WILLY GOAT Using a post hole driver (not included), drive the sign post (C) approximately 15-18" into the ground. Make sure that the "hollow" or "recessed" side of the post is facing where you want the front of the unit to face. We recommend that the pole is no less than 15" underground to support the weight of the waste receptacle (D) properly. Use a level (not included) to ensure the pole is standing upright and will properly support the unit. Adjust if necessary. 2. Station Assembly 1. Using the first hardware set (E), secure the sign (A) to the top of the steel post (C) with a bolt and washer at the top of the sign and another at the bottom. The washers should be next to the printed side (front) of the sign and the nuts are secured on the outside/ back of the past. To ensure the best outcome, make sure the sign is flush with the top of the pole. 2. Using the second hardware set (E), attach the dispenser box (B) directly under the sign leaving about 1" in-between. Open the box, align the holes to the steel post and attach with the two bobs. The washers should be used on the inside of the box with the nuts secured to the outside/back of the post. 3. Using the final hardware set (E), secure the waste receptacle (D) to the steel post at the top and the bottom with the washers facing the inside of the waste can and the nuts on the outside/back of the post. Make sure that the receptacle is approximately 12 inches below the dispenser box to allow for the lid to be open and trash to be easily removed. This should leave your receptacle approximately 6 inches off the ground which will help prevent any damage to the station from bad weather conditions. 3. Station Preparation 1. Insert one waste liner (G) into the waste receptacle and fold over the rim. Open the dispenser box and insert up to 10 header cards of bags (F) onto the prongs inside the dispenser. Close the station, pull the top bag through the hale and you're all set! Note., This dispenser fits all types of bags. if you are using boxed bags (hem E40), you will need to slip a converter (gem E22) onto the prongs inside the dispenser and insert the boxes into the converter. Please contact us immediately if you have any missing or damaged items or need any additional assistance. Thank you. Need Help? Give us a call! Pet Waste Eliminator • 1-800-790-8896 • www.petwasteeliminator.com REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS PET WASTE RECEPTACLE REVISED PER CITY COMMENTS SOURCE: PET WASTE ELIMINATOR NC. I REVISION D C• B A + APF_X- TABLE ENSEMBLE PRODUCT DATA FORMS+SURFACES' BLOQX 3 BLX4103 + APEX"" TABLE ENSEMBLE NOMINAL DIMENSIONS (CONTINUED) pa Oaa. Len 0 0 I n —( oeaall U U NegM�M Sret MGGEL W'ERALL LENGTH SFATLENGTN 046RALLpBIN fNERa11 XEIGXi SFATXFMIT WEIGm OLIMNDM CgIMINI STAP%-3BA/C 87" (2,210 moo) 40" (1,016 moo) 67" (1,702 moo( 29" Q37 moo) 17' (432 moo) 3161bs (1431� 2931be U32 kg) STAPX-308A/C 8]" (2,210 moo) 40" (1,016 moo) 67" (1,7OL moo) 29.11 moot 17' (432 moo) 3341bs (152 kg) 1 3121bs (142 kg) MGpf1 GVERML IfNGTX a-L...—.a—OVERALLNEIGHI SEAT HEMJIi nuarnaM _g " 3451bs (156 kN STAPX-411OA/C 87' (2,210 moo( 40" (1,016 moo) 87' (2,210 mm) 29" (737 moo( 17" (432 moo) 3951. (179 kg) 1 3701Le L 68 kg) PICNIC TABLE SOURCE: FORMS+SURFACES KOMPAN'f BLOQX 3 Let's play BLX4103 Item no. BLX410302-3717 ' Max fall height I "Total height I "' Safety surfacing area General Product Information Dimensions LxWxH 12'4"x7'12"x1O'10" Age group 5 - 15 Play capacity (users) 16 Color options 90 _ R _0 M24'3' 739cm 12'3" 75cm g The iconic, geometric shaped blocks and balancing at your own speed makes the awareness, having a positive impact on encourages climbing and meeting particularly BLOOXa` a safe option for children at different concentration skills and social -emotional skills for teenagers and older children. With its climbing levels: The creation of new climbing such as consideration, which is used when sculptural look and professional climbing grips, routes and methods with friends or individually children climb and meet together on the BLOQX- invites scalable climbing challenges makes for hours of thrill and climbing play. The BLOi and games. The design allows room for varied grip and panel positions help to develop socializing and exchange with its ridges and muscle strength and motor skills: cross -body valleys. The possibility of climbing, crawling coordination, proprioception and spatial 1 / 03/22/2023 Data is subject to change without prior notice MJS 7/26/23 HHH SURVEYED: BY OTHERS SCALE: KEL 9/12/23 HHH DESIGNED: LINOSEY 50LOF/0 KEL 0/11/2 HHH DRAWN: DANNY VILLAGRANA ONE INCH =Ea0� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: LINOSEY 50LOF/0 BLOQX 3 SOURCE:KOMPAN VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 AoRbill0 T Y OF RENT0N t;R DATUM Planning/Building/Public Works Dept. + APEX'" TABLE ENSEMBLE ENVIRONMENTAL CONSIDERATIONS • Please refer to the Apex Table Ensemble Environmental Data Sheet for detailed environmental impact information. • Apex aluminum frames have a high recycled content. • All Apex metal components are fully recyclable. • All Apex wood is FSCa • Standard powdercoat finishes are no-VOC; non-standard powdecoat finishes are no- or low-VOC, depending on color. • Low maintenance; easy to disassemble. MODEL NUMBERS AND DESCRIPTIONS Mppa ...IPnoN STAPX-03A Apex Table, aluminum slats STAPX-OBC Apex Table, RSC• 100%Cumam hardwood slats STAPX-29A Apex Table Ensemble, two surface mount hitches with narrow legs, aluminum slats STAPX-28C All Table Ensemble, two surface mount benches wifhnarrow lags, RSC•100% Cumam hardwood slats STAP%-28oA Apex Table Ensemble, two baseball benches with square legs, aluminum salts STAPX-2BOC Apex Table Ensemble, two freestanding benches with square legs, RSC®100% Cumam hardwood sets STAN 3BA Apex Table Ensemble, thmesunace mount benches with nanow legs, ADA option. aluminum sets STAPX-3BC Apex Table Ensemble, three surface mount benches with narrow lags, ADA opbon.FSC-100% Cumam herCnooN all STAPX-3BOA Apex Table Ensemble,three freesanding benches with square legs, ADA option, aluminum slats STAP%-3BOC Apex Table Distance, three treestanding benches with square legs, ADA option, FSC'100% Cumam hardwood slats STAPX-4BA Apex Table Ensemble, four surface mount benches with rarmw legs, aluminum data STAP%-4BC Apex Table Ensemble, four surface mount benches with narrow legs, FSC•100% Cumam hardwoctl data STAN 4130A Apex Table Ensemble, four heestanding benches with square legs, aluminum sets STAPX-4BOC Apex Table Ensemble,four freestanding benches with square legs, W t00% CLmaru hardwood sets PRODUCT OPTIONS The following options are available for an upcharge Stainless steel anchors and mounting bolts Cuban RAL partlercwt odor Umbrella Irole and Meave - required for use with the Seel Sunshade LEAD TIME: 6 to 8 weeks. Shorter lead times may be available upon request, Please contact us to discuss our specific timing requirements. Y W eq Y P 9 q PRICING: Please contact us at 800,451.0410 or sales forms-surfacm.com. At Forms+Surfaces, we design, manufacture and sell our products directly to you. Our sales team is available to assist you with questions about our products, requests for quotes, and orders. Territory Managers are located wor dwide to assist with the from -end specification and quoting process, and our in-house Project Sales Coordinators follow your project through from the time you place an order to shipment. TO ORDER SPECIFY: Quantity, model, powdercoat color for frame, umbrella hole and sleeve. Quote/Order Forms are available on our website to lead you through the specification process in a simple checkbox format. METALLIC TEXTURES SILVERTEXTURE ALUMINUM TEXTURE DARK BRONZE METALLIC TIXTURE DARK GREY METALLIC TEXTURE BLx410302 9'-10"/seem 91 / 300cm '-371.4ft' / 34sm' KOMPAN' Let's play ` Max fall height I " Total height O O O • e e x�a p O a BLX410302 KOMPAN`f Let's play Item no. BLX410302-3717 Installation Information Max. fall height 10,10" Safety surfacing ama 3711E Number of installers 2 Total installation time 21.1 Excavation volume 1.37yd' Concrete volume 0.42yd' Footing depth (standard) Tll" Shipment weight 9901bs Anchoring options In -ground Surface Warranty Information Climbing panels (PP) 10 years Comer brackets 10 years Climbing grips 10 years Hot dip galvanized steel Lifetime Spare parts guaranteed 10 years WAS CIVIL ENGINEERING NNEr �F NIN�T LANDSCAPE ARCHITECTURE (gErs o �O� ono l PLANNING CORE DESIGN SURVEYING a v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 "EVP. 04 1NDSCAPR-42 5549 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING t,1 DEVELOPMENT ENGINEERING AMorganroth [11 /16/23] yqi 12/06/2023 NN 1 0 TOWNS ON 12TH DATE: 01111202.: 3916 & 3926 NE12THST, RENTON, WA 98056 FIELDBO PAGE: LANDSCAPE DEAS DRAWING NO: L2.33O SHEET: OF: 73 9J PASS ACl OPEN SPACE PLAN SCALE: 1" = 50'- 0" c» N 0 N m 0 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 8// OPEN SPACE LEGEND AREA OPEN SPACE TYPE i 19,791 SF COMMON OPEN SPACE - ACTIVE 38,536 SF COMMON OPEN SPACE - PASSIVE 497 SF COMMON OPEN SPACE EASEMENT 3,311 SF COMMON OPEN SPACE PEDESTRIAN CONNECTIONS 1,947 SF NON -COMPLIANT PRIVATE OPEN SPACE 7,592 SF PRIVATE OPEN SPACE -IANT PRIVATE OPEN SPACE CONSISTS OF AREAS WHERE THE EQUIRED AREA AND DIMENSIONS STANDARDS ARE NOT MET. S, PATIOS, DECKS, AND MISCELLANEOUS BITS OF LANDSCAPING. 'ERTY LINE (TYP.) JE OPEN SPACE (TYP.) COMPLIANT PRIVATE OPEN SPACE (TYP.) VION OPEN SPACE PEDESTRIAN CONNECTIONS (TYP.) EATION AREA (TYP.) i N I PRIVATE OPEN SPACE TABLE Lot # Compliant Open Space Provided Non - Compliant Open Space Provided 2505q. Ft. Private O.S Achieved? Additional Common O.S. Provided 1 2,716SF 11SF Y OSF 2 522SF 215SF Y OSF 3 532SF 285SF Y OSF 4 574SF 460SF Y OSF 5 1,564SF 15 SF Y OSF 6 371SF 30SF Y OSF 7 436SF 250 SF Y OSF 8 424SF 250 SF Y OSF 9 465SF 459SF Y OSF 10 1,026SF 159SF Y OSF 11 OSF 174SF N 250 SF 12 OSF 315SF N 250 SF 13 OSF 314SF N 250 SF 14 OSF 175 SF N 250 SF 15 OSF 174SF N 250 SF 16 614SF 156SF Y OSF 17 627SF 165SF Y OSF 18 OSF 208 SF N 250 SF 19 OSF 347SF N 250 SF 20 OSF 346 SF N 250 SF 21 OSF 209 SF N 250 SF 22 OSF 209 SF N 250 SF 23 469SF 223SF Y OSF 24 384SF 146SF Y OSF 25 OSF 149 SF N 250 SF 26 0 SF 149 SF N 250 SF 27 OSF 260 SF N 250 SF 28 OSF 264SF N 250 SF 29 OSF 149 SF N 250 SF 30 571SF 93SF Y OSF 31 616SF 156SF Y OSF 32 OSF 174SF N 250 SF 33 0 SF 175 SF N 250 SF 34 OSF 314SF N 250 SF 35 0 SF 315 SF N 250 SF 36 OSF 174SF N 250 SF 37 1,026SF 159SF Y OSF 38 OSF 542 SF N 250 SF 39 OSF 530 SF N 250 SF 40 329SF 230SF Y OSF 41 285SF 32SF Y OSF 42 344SF 179SF Y OSF 43 303SF 176 SF Y OSF 44 OSF 290 SF N 250 SF 45 754SF 78SF Y OSF 46 780SF 31SF Y OSF 47 OSF 191 SF N 250 SF 48 0 SF 368 SF N 250 SF 49 OSF 366 SF N 250 SF 50 OSF 193 SF N 250 SF 51 0SF 194SF N 250 SF 52 OSF 497 SF N 250 SF 53 OSF 453 SF N 250 SF 54 OSF 176 SF N 250 SF 55 OSF 176 SF N 250 SF 56 OSF 350 SF N 250 SF 57 OSF 350 SF N 250 SF 58 0SF 174SF N 250 SF 59 678SF 179SF Y OSF 60 1,423SF 30SF Y OSF 61 393SF 93SF Y OSF 62 651SF 206SF Y OSF 63 520SF 228SF Y OSF 64 288SF 50 SF Y OSF 65 293SF 50 SF Y OSF 66 484SF 185SF Y OSF 67 OSF 622 SF N 250 SF 68 OSF 212 SF N 250 SF 69 OSF 212 SF N 250 SF 70 1,715SF 51SF Y OSF 71 474SF 228SF Y OSF 72 OSF 320 SF N 250 SF 73 302SF 301SF Y OSF 74 400SF 325SF Y OSF 75 257SF 83SF Y OSF 76 1,939SF 107SF Y OSF 77 2,044SF 116SF Y OSF 78 OSF 63SF N 250 SF 79 OSF 64SF N 250 SF 80 OSF 274SF N 250 SF 81 OSF 286 SF N 250 SF 82 OSF 117 SF N 250 SF 83 OSF 332 SF N 250 SF 84 OSF 381 SF N 250 SF 85 OSF 120 SF N 250 SF 86 OSF 330SF N 250 SF 87 OSF 425 SF N 250 SF 88 OSF 124SF N 250 SF 89 OSF 125 SF N 250 SF 90 OSF 308 SF N 250 SF Total Additional O.S. To Be Provided 13,000 SF * COLORS ON TABLE ARE STRICTLY FOR VISUAL PURPOSES. LOTS SHOWN IN GREEN ARE COMPLIANT, WHILE LOTS SHOWED IN RED ARE NOT. SCALE: 1" = 50' 25 50 100 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS SCALE: REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: INOSEY SOLOF/O REVISED PER CITY COMMENTS KEL 0/11/2 HuH DRAWN. DANNY VILLAGRANA ONE INCH CHECKED: LINDSEY SOLORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N U . REVISION BY DATE AP P R APPROVED: LINOSEY SOLOF/O VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM OPEN SPACE CALCULATIONS PER RMC 4.2.115 REQUIRED PRIVATE OPEN SPACE: 250 SF PER UNIT, PER RMC 4-2-115.E LOTS PROPOSED WITH THE REQUIRED MIN. PRIVATE OPEN SPACE: 38 LOTS LOTS PROPOSED WITH AN INADEQUATE AMOUNT OF PRIVATE OPEN SPACE: 52 LOTS ADDITIONAL 250 SF OF COMMON OPEN SPACE PER INADEQUATE LOT: 13,000 SF REQUIRED COMMON OPEN SPACE: TOTAL COMMON OPEN SPACE REQUIRED: PROVIDED COMMON OPEN SPACE: ACTIVE COMMON OPEN SPACE: 19,791 SF PASSIVE COMMON OPEN SPACE: 38,539 SF COMMON OPEN SPACE EASEMENT. 4,497 SF COMMON OPEN SPACE PEDESTRIAN CONNECTIONS: 18,311 SF SITE AMENITIES SCHEDULE 31,500 SF (350 SF PER UNIT, PER RMC 4-2-115.E) 44,500 SF (13,000 SF + 31,500 SF) 81,138 SF SYMBOL QTY AMENITY MANUFACTURER KOMPAN; PAINTED WITH A BROWN COLORED 1 WOBBLY BRIDGE TRANSPARENT PIGMENT THAT MAINTAINS THE GOLDEN WOOD COLOR OF THE WOOD 2 NET CLIMBER WILLYGOAT; POWDER COATED BLUE KOMPAN; 1 BLOQX 3 LIME GREEN, GREY, AND DARK NAVY BLUE FORMS+SURFACES; ® 15 BENCH SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH FORMS+SURFACES; 1 PICNIC TABLE SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH FORMS+SURFACES; 2 ADA PICNIC TABLE SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR 0 160 1-MAN BOULDER LOCALLY SOURCED 827 LF 6' CEDAR FENCE LOCALLY SOURCED 262 LF 4' CHAIN LINK FENCE LOCALLY SOURCED 1,007 LF SPLIT RAIL FENCE LOCALLY SOURCED ;R C TY 0F RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE %OUKC PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425550 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING AMorganroth [11/16/23] DEVELOPMENT ENGINEERING yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, PLAY 98056 1 SPACE Al��/ DATE: 0/11/202J FIELDDG PAGE: DRAWING NO: 3® 01 SHEET: OF: 74 9.3 00 O O O N 5 O O O N N ti O Z O c» N 0 N m 0 COMPOSITE IRRIGATION PLAN SCALE: 1" = 50' - 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 PROPERTY LINE (TYP.) CONTROLLER (TYP.) RAIN SENSOR (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) 02 1 03 0 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: INOSEY SOLOF/0 REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLOF/0 NC. REVISION BY DATE APPR APPROVED: LINOSEY SOLOF/0 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM f;%R] C TY 0F RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425551 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING AMorganroth [11 /16/23] DEVELOPMENT ENGINEERING yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COMPOSITEAAY DATE: 011112 FIELDDG 02.: PAGE: DRAWING NO: SHEET: OF: 75 9J O O O N N Z N H O Z O ti O Z O c» N 0 N m 0 IKKIUA I IUIN F'LAIV SCALE: 1" = 30' — 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: LINOSEY SOLORIO REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLOR/O NC. REVISION BY DATE APPR APPROVED: LINOSEY SOLOF/0 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM a THIN NGPA TO BE RETAINED (TYP.) LATERAL LINE (TYP.) ;R C TY 0F RENTON v4m• Planning/Building/Public Works Dept. i N I SCALE: 1" = 30' 15 30 60 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE %MOUKC PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425552 IN COMPLIANCE WITH CITY OF RENTON STANDARDS r CURRENT PLANNING � DEVELOPMENT ENGINEERING AMorganroth [11/16/23] yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 Ip 1 1� /''1 1 r E � / �V G i� l_ /� DATE: FIELDDG 0�I1�202.: PAGE: DRAWING NO: ® 2 SHEET: OF: 76 9J O O O N N Z N H O Z O Z ti O Z O m N 0 N m 0 OFF -SITE T TREE WITHIf BE RETAI IRRIGM I IVIN rL_hly SCALE: 1" = 30' - 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI G.I 311 SEE SHEET L2.02 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: LINOSEY SOLORIO REVISED PER CITY COMMENTS KEL 0/11/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLOF/0 NC. REVISION BY DATE APPR APPROVED: LINOSEY SOLOF/0 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) PROPERTY LINE (TYP.) REMOTE CONTROL VALVE (TYP.) MAINLINE (TYP.) SHRUB SPRAY HEAD (TYP.) LATERAL LINE (TYP.) DRIP LINE (TYP.) f;%R] C TY 0F RENTON v4m• Planning/Building/Public Works Dept. i N I SCALE: 1" = 30' 15 30 60 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425553 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING "' IL AMorganroth [11 /16/23] yqi 12/06/2023 %3;01 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 A DATE: 0//11202J FIELDDG PAGE: DRAWING NO: SHEET: OF: 77 9J O O O M N v O O O N N Z N H O Z O 0 �i 0 c» N 0 N m 0 GENERAL IRRIGATION NOTES PART 1 1. THE IRRIGATION SYSTEM WILL BE DESIGNED, INSTALLED AND MANAGED USING THE ISSAQUAH HIGHLANDS MASTER WATER CONSERVATION PROGRAM. 2. IRRIGATION WILL BE PROVIDED TO ALL LANDSCAPING UNLESS OTHERWISE NOTED. 3. FULL AND COMPLETE HEAD TO HEAD IRRIGATION COVERAGE IS REQUIRED. MAKE ADJUSTMENTS TO LAYOUT FOR IRRIGATION ZONE PRESSURE AND TO ACHIEVE FULL COVERAGE OF IRRIGATED AREAS WITHOUT OVERTHROW ONTO ROADWAYS, SIDEWALKS OR BUILDINGS. 4. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS, CORRECTED DAILY, TO SHOW LOCATION OF SYSTEM COMPONENTS. SUBMIT COPIES AS REQUESTED. 5. AT COMPLETION, SUBMIT 1 FULL SIZE AND ONE HALF SIZE CAD PRODUCED PLAN AT THE SAME SCALE AS THE CONSTRUCTION PLANS, INDICATING THE LOCATIONS OF MAINLINES, VALVES, BACKFLOW PREVENTION DEVICES, ZONE OUTLINES AND OTHER SYSTEM ELEMENTS. INDICATE LOCATIONS WITH DIMENSIONS FROM BUILDINGS, CURB LINES OR OTHER FIXED SITE FEATURES. INCLUDE ONE COPY OF CAD FILE ON CD. 6. SUBMIT TWO SETS OF KEYS, QUICK COUPLER OPERATING KEYS, AND UNIQUE TOLLS OR DEVICES NEEDED TO ACCESS, OPERATE, ADJUST OR MAINTAIN THE SYSTEM. OBTAIN RECEIPT INDICATING LOCATION AND CUSTODIAN OF EACH SET. 7. MAKE REPAIRS AND REPLACEMENTS AND GUARANTEE THE SATISFACTORY OPERATION OF THE SYSTEM IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. ALL WARRANTY REPAIRS OR REPLACEMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE. 8. TESTING: a. NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR TO ALL TESTS AND INSPECTIONS. INSPECTION REPORTS MUST BE MADE FOR ALL TESTS. b. THOROUGHLY FLUSH PIPING BEFORE TESTING AND INSTALLATION OF SPRINKLERS. C. TEST ALL EXPOSED MAINLINE PIPING, VALVES, JOINTS AND FITTINGS AT 150 PSI. IF PRESSURE LOSS OCCURS BEYOND ACCEPTED MAXIMUM, INSPECT THE ENTIRE SYSTEM, MAKE WATERTIGHT AND RETEST TO MEET SPECIFICATIONS. d. SYSTEM WILL PASS TEST WHEN IT MAINTAINS LESS THAN A 5% DROP OVER A 30-MINUTE TEST PERIOD. 12. INSPECTION: UPON COMPLETION OF THE INSTALLATION AND ADJUSTING OF THE IRRIGATION SYSTEM, NOTIFY THE OWNER FOR A SYSTEM INSPECTION. AT THAT TIME PRESENT THE FOLLOWING. a. ZONE BY ZONE SYSTEM DEMONSTRATION AND COVERAGE TEST. b. LOCATION OF MAJOR SYSTEM COMPONENTS. C. WINTERIZATION AND MAINTENANCE PROCEDURES. d. PROCEDURES FOR SETTING THE CONTROLLER. 1. PIPE: a. MAINLINE AND LATERAL LINES: MAINLINE 2" SCHEDULE 40 PVC PIPE. LATERALS NSF APPROVED CLASS 200 PVC. 2. FITTINGS: a. SOLVENT WELDED SOCKET TYPE: ASTM D 2466, PVC. PIPE FITTING. SCHEDULE 40. b. THREADED TYPE: ASTM D 2464, PVC PIPE FITTINGS, SCHEDULE 80. C. SLEEVES: ASTM D 1785, NSF APPROVED, PVC SCHEDULE 40. 3. JOINTING MATERIALS: a. PVC SOLVENT CEMENT: WELD- ON PLASTIC PIPE CEMENT, 721 FOR PVC b. PVC PRIMER AND CLEANER: WELD -ON PRIMER P-70 PUC/CPUC PURPLE PRIMER. C. TEFLON TAPE SEALER: 1/2 INCH WIDE, USED AT ALL THREADED JOINTS. 1. VALVES AND ACCESSORIES: a. AUTOMATIC CONTROL VALVE: RAINBIRD PEB SERIES. b. GATE VALVE: BRASS, LINE SIZE. C. MANUAL DRAIN VALVE: BRASS 3/4 INCH BALL VALVE. a. QUICK COUPLING VALVE: BRONZE, TWO PIECE CONSTRUCTION, 1 INCH SIZE, RAINBIRD44LRC, OR APPROVED EQUAL, ON A 1 INCH 3-WAY LASCO PVC SWING JOINT. 5. VALVE BOXES: a. CONTROL VALVES: 11" X 17" CARSON VALVE BOX b. GATE VALVES: CARSON 10" ROUND. C. HOSE BIBS AND QUICK COUPLER VALVES: CARSON 10" ROUND. d. BACK FLOW PREVENTION DEVICES: AS PER CITY OF ISSAQUAH SPECIFICATIONS. b. MANUAL DRAIN VALVES: CARSON 6" ROUND VALVE BOX. 6. GATE AND DRAIN VALVE OPERATING KEY: HEAVY GALVANIZED IRON KEY. 7. QUICK COUPLER KEY AND HOSE SWIVEL: BRASS, AS SUPPLIED BY THE RAINBIRD CORPORATION TO FIT THE QUICK COUPLER AS SHOWN ON DRAWINGS. 8. BACKFLOW PREVENTION DEVICES: WILKINS 950XLT, 11" DOUBLE CHECK VALVE. 9. PRESSURE REDUCING VALVE: 12 WILKINS 600 10. AUTOMATIC CONTROLLERS: ISSAQUAH HIGHLAND CUSTOM AS PROVIDED BY UNITED PIPE AND SUPPLY REDMOND, WASHINGTON. NO EXCEPTIONS. 11. WATER METER: SENSUS METER, SRIITRPL IN CUBIC FEET WITH AMR REGISTER AND LID ADAPTERS PER CITY OF ISSAQUAH SPECS. 12. FLOW SENSORS: DATA INDUSTRIAL, IR-220P 13. SPRINKLERS: ROTOR HEADS TO BE MP ROTATORS, SPRAY HEADS TO BE RAINBIRD 1812-SAM WITH MPR NOZZLES 2.4 DRIPLINE SYSTEM A. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE. 1. DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2. SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND WAT EACH FITTING 3. LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4. AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAWINGS. 5. DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE A TORO DISC FILTER (ALFD75150-L) OR APPROVED SUBSTITUTE. 14. LOW VOLTAGE CONTROL WIRE: a. WIRE: SOLID COPPER, UL LISTED FOR DIRECT BURIAL IN GROUND, MINIMUM SIZE #14, UP TO 1,500 FT. AND #12, ABOVE 1,500 FT., CONTROLLER A (RED FOR POSITIVE, WHITE FOR COMMON), CONTROLLER B (BLUE (OR NON -RED) FOR POSITIVE, WHITE FOR COMMON). ALL SPARE WIRES TO BE ORANGE. b. CONNECTORS: DBY OR DBR AS MANUFACTURED BY 3-M CORPORATION. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 8// EOUIPMENT SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 1, isf ♦f � HUNTER PROS-02 SR SERIES 67 TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT 2Q 2H 4Q 6Q 6H MATERIAL. 0 ® 0 HUNTER PROS-02 5 SERIES 27 TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q H F MATERIAL. HUNTER PROS-02 8 SERIES 13 TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. Is 0140 HUNTER PROS-02 10 SERIES 7 TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. 0 F 01000 HUNTER 0 12 SERIES 4 TURF SPRAY,, 21N2 POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F MATERIAL. '1 a 0 O HUNTER PROS-02 15 SERIES 11 H TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT QQ T TT TQ I MATERIAL. ® r HUNTER PROS-02 17 SERIES 2 TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q H MATERIAL. HUNTER PROS-02 ADJ SERIES 91 TURF SPRAY, 21N. POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. © HUNTER PROS-00 SR SERIES 544 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 2Q 2H 4Q 4H 6Q 6H MATERIAL. HUNTER PROS-00 5 SERIES 161 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q H F MATERIAL. O HUNTER PROS-00 8 SERIES 279 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. HUNTER PROS-00 STRIP SERIES 22 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT SST MATERIAL. �,, 9 HUNTER PROS-00 10 SERIES 242 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. s HUNTER PROS-00 12 SERIES 49 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F MATERIAL. n tF�71 HUNTER PROS 00 15 SERIES 17 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ MATERIAL. HUNTER PROS-00 17 SERIES 1 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q H MATERIAL. O Q HUNTER PROS-00 ADJ SERIES 192 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ""� RAIN BIRD 3504-PC-SAM 0.75 2 TURF ROTOR, 41N. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 3504-PC-SAM 1.0 6 TURF ROTOR, 41N. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 3504-PC-SAM 1.5 2 TURF ROTOR, 41N. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 3504-PC-SAM 4.0 1 TURF ROTOR, 41N. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 7 RAIN BIRD 3500-S-PC-SAM 0.75 11 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. ORAIN 1.0 BIRD 3500-S-PC-SAM 1.0 9 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. ORAIN 1.5 BIRD 3500-S-PC-SAM 1.5 6 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 2.0 O RAIN BIRD 3500-S-PC-SAM 2.0 9 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. ORAIN 3.0 BIRD 3500-S-PC-SAM 3.0 2 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFS-CV-09-12 XFS-CV SUB -SURFACE AND ON -SURFACE LANDSCAPE DRIPLINE WITH A 10,748 L.F. HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD EFB-CP 11N., 1-1/21N., 21N. BRASS REMOTE CONTROL VALVE, THAT IS CONTAMINATION 84 PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES NON -POTABLE WATER USE. BF ZURN 950XL 1" 1 DOUBLE CHECK VALVE ASSEMBLY RAIN BIRD ESPLXME2-LXMM W/ (3) ESPLXMSMI2 48 STATION, TRADITIONALLY -WIRED, COMMERCIAL CONTROLLER.(1) ❑ ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL -MOUNT 1 ENCLOSURE W/ (3) ESPLXMSMI2 - 12-STATION EXPANSION MODULES. INSTALL IN LXMM POWDER COATED, METAL WALL -MOUNTED CABINET. RAIN BIRD ESPLXME2-LXMM W/ (3) ESPLXMSMI2 48 STATION, TRADITIONALLY -WIRED, COMMERCIAL CONTROLLER.(1) ❑ ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL -MOUNT 1 ENCLOSURE W/ (3) ESPLXMSMI2 - 12-STATION EXPANSION MODULES. INSTALL IN LXMM POWDER COATED, METAL WALL -MOUNTED CABINET. RAIN BIRD RAINGAUGE ® RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA 1 BY PROVIDING SITE -SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. RAIN BIRD RAINGAUGE ® RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA 1 BY PROVIDING SITE -SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. 1 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS U REVISED PER CITY COMMENTS NC. I REVISION EQUIPMENT SCHEDULE (CONT. PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION 30 A I WATER METER 1" 30 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 80 30 PIPE SLEEVE: PVC CLASS 200 SDR 21 Valve Callout 30 Valve Number # # = Valve Flow 30 #" Valve Size 30 30 30 35 35 35 35 35 35 35 35 35 PSI 25 25 25 25 25 25 25 25 25 MJS 7/26/23 HHH SURVEYED: BY OTHERS KEL 9/12/23 HHH DESIGNED: LINDSEY SOLOF/0 KEL I o/1 1/2 HHH DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY 50ZOF/0 BY DATE APPR APPROVED: LINDSEY SOLOF/0 SCALE: VALVE SCHEDULE QTY 1 12,834 L.F. 3,305 L.F. 1,228 L.F. NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD EFB-CP 1" SHRUB SPRAY 6.76 35.6 41.5 1.3 in/h 2 RAIN BIRD EFB-CP 1" SHRUB SPRAY 6 35.6 41.4 1.23 in/h 3 RAIN BIRD EFB-CP 1" SHRUB SPRAY 9.44 36.4 42.5 1.48 in/h 4 RAIN BIRD EFB-CP 1" SHRUB SPRAY 22.84 40.9 49.7 5.11 in/h 5 RAIN BIRD EFB-CP 1" SHRUB SPRAY 8.92 37.1 43.2 1.25 in/h 6 RAIN BIRD EFB-CP 1" SHRUB SPRAY 9.92 37.9 44.1 1.4 in/h 7 RAIN BIRD EFB-CP 1" SHRUB SPRAY 7.54 36.6 41.7 1.58 in/h 8 RAIN BIRD EFB-CP 1" SHRUB SPRAY 6.16 36.3 41.3 1.24 in/h 9 RAIN BIRD EFB-CP 1" SHRUB SPRAY 23.88 39.6 47.1 1.66 in/h 10 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 12.98 43.3 47.3 0.96 in h 11 RAIN BIRD EFB-CP 1" SHRUB SPRAY 20.44 38.9 46.9 5.12 in/h 12 RAIN BIRD EFB-CP 1" SHRUB SPRAY 13.9 38.0 44.6 4.5 in/h 13 RAIN BIRD EFB-CP 1" TURF SPRAY 25.81 36.0 45.9 1.33 in/h 14 RAIN BIRD EFB-CP 1" TURF SPRAY 9.73 31.2 36.6 1.39 in/h 15 RAIN BIRD EFB-CP 1" TURF SPRAY 3.94 30.2 34.2 2.2 in/h 16 RAIN BIRD EFB-CP 1" SHRUB SPRAY 11.72 36.7 40.5 9.49 in/h 17 RAIN BIRD EFB-CP 1" SHRUB SPRAY 12.55 38.1 42.0 1.74 in/h 18 RAIN BIRD EFB-CP 1" SHRUB SPRAY 11.38 37.8 42.5 1.57 in/h 19 RAIN BIRD EFB-CP 1" SHRUB SPRAY 9.66 37.0 40.6 1.61 in/h 20 RAIN BIRD EFB-CP 1" SHRUB SPRAY 10.34 37.0 40.7 1.79 in/h 21 RAIN BIRD EFB-CP 1" SHRUB SPRAY 24.8 40.1 47.1 1.77 in/h 22 RAIN BIRD EFB-CP 1" TURF SPRAY 9.74 31.0 32.1 2.06 in/h 23 RAIN BIRD EFB-CP 1" SHRUB SPRAY 6.29 36.4 37.1 1.63 in/h 24 RAIN BIRD EFB-CP 1" SHRUB SPRAY 13.33 37.8 40.1 1.83 in/h 25 RAIN BIRD EFB-CP 1" SHRUB SPRAY 19.47 38.6 42.0 2.0 in/h 26 RAIN BIRD EFB-CP 1" SHRUB SPRAY 22.98 40.7 44.5 2.02 in/h 27 RAIN BIRD EFB-CP 1" TURF SPRAY 10.17 32.9 33.1 3.36 in/h 28 RAIN BIRD EFB-CP 1" SHRUB SPRAY 12.33 37.8 38.3 1.84 in/h 29 RAIN BIRD EFB-CP 1" TURF SPRAY 11.95 32.1 32.5 2.71 in/h 30 RAIN BIRD EFB-CP 1" SHRUB ROTOR 6.55 25.8 23.1 0.57 in/h 31 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 14.28 45.1 47.4 0.97 in/h 32 RAIN BIRD EFB-CP 1" SHRUB SPRAY 20.43 38.7 41.6 1.78 in/h 33 RAIN BIRD EFB-CP 1" SHRUB SPRAY 18.51 40.4 42.8 1.65 in/h 34 RAIN BIRD EFB-CP 1" SHRUB SPRAY 11.66 37.9 40.1 1.6 in/h 35 RAIN BIRD EFB-CP 1" SHRUB SPRAY 3.29 35.2 36.6 4.81 in/h 36 RAIN BIRD EFB-CP 1" TURF SPRAY 9.07 31.2 33.0 2.73 in/h 37 RAIN BIRD EFB-CP 1" SHRUB SPRAY 14.8 38.7 42.9 1.48 in/h 38 RAIN BIRD EFB-CP 1" SHRUB SPRAY 22.28 40.0 46.2 1.49 in/h 39 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 1.76 40.3 43.5 0.93 in/h 40 RAIN BIRD EFB-CP 1" SHRUB SPRAY 15.64 38.2 41.7 4.54 in/h 41 RAIN BIRD EFB-CP 1" SHRUB SPRAY 26 42.7 49.4 2.63 in/h 42 RAIN BIRD EFB-CP 1" SHRUB SPRAY 9.72 37.4 40.2 2.0 in/h 43 RAIN BIRD EFB-CP 1" SHRUB SPRAY 14.56 37.9 40.3 1.88 in/h 44 RAIN BIRD EFB-CP 1" SHRUB SPRAY 25.54 42.8 52.5 1.5 in/h 45 RAIN BIRD EFB-CP 1" TURF SPRAY 17.2 33.4 40.5 1.44 in/h 46 RAIN BIRD EFB-CP 1" SHRUB SPRAY 8.79 36.6 42.7 1.57 in/h 47 RAIN BIRD EFB-CP 1" SHRUB SPRAY 17.96 38.5 43.3 1.54 in/h 48 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 14.84 45.7 49 0.96 in/h 49 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 10.64 44.6 47.4 0.96 in/h 50 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 16.34 43.1 46.7 0.96 in/h 51 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 15.96 46.5 50.0 0.96 in/h 52 RAIN BIRD EFB-CP 1" SHRUB SPRAY 23.22 40.7 46.2 1.79 in/h 53 RAIN BIRD EFB-CP 1" TURF SPRAY 5.75 30.4 32.7 3.14 in/h 54 RAIN BIRD EFB-CP 1" SHRUB SPRAY 17.3 39.8 43.5 1.56 in/h 55 RAIN BIRD EFB-CP 1" SHRUB SPRAY 14.57 37.7 40.1 1.82 in/h 56 RAIN BIRD EFB-CP 1" SHRUB SPRAY 30.08 44.4 50.8 2.06 in/h 57 RAIN BIRD EFB-CP 1" TURF SPRAY 24.09 35.9 41.6 1.68 in/h 58 RAIN BIRD EFB-CP 1" SHRUB SPRAY 7.22 36.8 39.3 1.51 in/h 59 RAIN BIRD EFB-CP 1" SHRUB SPRAY 18.76 38.7 43.7 1.44 in/h 60 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 21.33 44.5 50.2 0.96 in/h 61 RAIN BIRD EFB-CP 1" SHRUB SPRAY 8.9 37.0 40.5 1.39 in/h 62 RAIN BIRD EFB-CP 1" SHRUB SPRAY 8.22 37.2 40.6 1.24 in/h 63 RAIN BIRD EFB-CP 1" SHRUB SPRAY 9.61 36.5 39.2 1.07 in/h 64 RAIN BIRD EFB-CP 1" SHRUB SPRAY 11.31 38.3 41.2 1.19 in/h 65 RAIN BIRD EFB-CP 1" SHRUB SPRAY 11.28 37.4 38.6 1.88 in/h 66 RAIN BIRD EFB-CP 1" SHRUB SPRAY 12.4 38.1 39.5 1.98 in/h 67 RAIN BIRD EFB-CP 1" SHRUB SPRAY 24.98 40.4 47.6 1.75 in/h 68 RAIN BIRD EFB-CP 1" SHRUB SPRAY 21.64 41.1 46.1 1.59 in/h 69 RAIN BIRD EFB-CP 1" TURF SPRAY 13.68 32.6 35.8 2.2 in/h 70 RAIN BIRD EFB-CP 1" SHRUB SPRAY 6.21 35.7 38.1 1.91 in/h 71 RAIN BIRD EFB-CP 1" SHRUB SPRAY 5.24 35.3 37.6 1.94 in/h 72 RAIN BIRD EFB-CP 1" SHRUB SPRAY 10.67 37.0 39.9 1.63 in/h 73 RAIN BIRD EFB-CP 1" TURF SPRAY 3.32 30.4 32.6 1.53 in/h 74 RAIN BIRD EFB-CP 1" SHRUB SPRAY 8.04 36.5 38.2 1.43 in/h 75 RAIN BIRD EFB-CP 1" SHRUB ROTOR 21.33 31.7 35.8 0.64 in/h 76 RAIN BIRD EFB-CP 1" SHRUB SPRAY 25.58 42.3 48.1 1.54 in/h 77 RAIN BIRD EFB-CP 1" TURF ROTOR 6.88 26.4 27.1 1.25 in/h 78 RAIN BIRD EFB-CP 1" TURF ROTOR 3.91 25.9 26.4 0.56 in/h 79 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 19.61 42.5 45.2 0.96 in/h 80 RAIN BIRD EFB-CP 1" TURF SPRAY 2.5 30.2 29.9 1.67 in/h 81 RAIN BIRD EFB-CP 1" TURF SPRAY 8.64 32.1 29.5 2.63 in/h 82 RAIN BIRD EFB-CP 1" SHRUB ROTOR 8.29 26.8 24.2 0.58 in/h 83 RAIN BIRD EFB-CP 1" AREA FOR DRIPLINE 33.54 39.7 44.9 0.96 in/h 84 RAIN BIRD EFB-CP 1" SHRUB SPRAY 10.18 36.3 34.0 3.01 in/h ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM C TY OF RENTON t;R Planning/Building/Public Works Dept. PSI CRITICAL ANALYSIS Generated: 2023-07-19 13:31 P.O.C. NUMBER: 01 �1 Water Source Information: O FLOW AVAILABLE Q Water Meter Size: 1" O Flow Available 37.5 GPM N� PRESSURE AVAILABLE N Static Pressure at POC: 56 PSI Elevation Change: 5.00 ft ' 1 Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 54 PSI V DESIGN ANALYSIS Maximum Station Flow: 33.54 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 3.96 GPM Critical Station: 44 Design Pressure: 35 PSI Friction Loss: 3.74 PSI Fittings Loss: 0.37 PSI Elevation Loss: 0 PSI Loss through Valve: 3.71 PSI O Pressure Req. at Critical Station: 42.8 PSI C^ Loss for Fittings: 0.0 PSI Loss for Main Line: 0.01 PSI Loss for POC to Valve Elevation: 0 PSI O Loss for Backflow: 5.78 PSI O Loss for Water Meter: 3.87 PSI O Critical Station Pressure at POC: 52.5 PSI Pressure Available: 54 PSI Residual Pressure Available: 1.52 PSI w PC 1 WAS y, CIVIL ENGINEERING NNETr NOTCORE LANDSCAPE ARCHITECTURE o��l PLANNING ° Zw� DESIGN SURVEYING a v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 `P.04'1' R-425554 �SCAP�P� IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING I DEVELOPMENT ENGINEERING AMorganroth [11/16/23] yqi 12/06/2023 W1 T TOWNS ON 12TH 3916 & 3926 N�EY 12TH ST, RENTON, WA 98056 IRRXA 1� S®/ NOTES N DATE: O 01111202J FIELDDO t„ PAGE: DRAWING NO: 14.04 O SHEET: OF: 78 9,3 I O GALVANIZED UNION GALVANIZED UNION APPROVED DOUBLE CHECK VALVE PLASTIC VALVE BOX CARSON 0910 6" MIN. (SEE IRRIGATION SCHEDULE) O OR EQUAL AMETEK BOX OR 2" DIAMETER 4" MIN. `W GATE VALVE ��� P.V.C. WITH LOCKING CAP. „ PRESSURE REDUCING VALVE GALVANIZED UNION FEBCO PRV-1 INSTALL SIDEWAYS WATER SERVICE FROM MIN. IRRIGATION METER MAIN LINE TO SYSTEM. GALVANIZED UNION TEST COCKS TO FACE SIDEWAYS ALLOW QUICK COUPLING VALVE 1" WASHED GRAVEL UNDER 6" MIN. CLEARANCE BETWEEN THEM AND (SEE IRRIGATION SCHEDULE) ENTIRE ASSEMBLY 6" DEPTH, BLOCK UNIT THE SIDE OF BOX. AS REQUIRED. N N NOTES: 1. ENCLOSURE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX O MUST HAVE REMOVABLE COVER, BOXES TO BE LOCATED IN SIDEWALK AND AREAS WITH VEHICULAR TRAFFIC SHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES, IN OTHER NON TRAFFIC AREAS TO BE CARSON r^ INDUSTRIES 1730-18 BCFXL METER BOX WITH 1730 COVER. 2. PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALE FITTINGS ARE PROHIBITED IN CONJUNCTION WITH METALLIC MALE FITTINGS. 3. ALL INSTALLATIONS MUST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH APPROVED INSTALLATION LIST. O 4. TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER; ASSEMBLY TO BE MAINTAINED BY OWNER. 5. USE PIPE DOPE ON ALL GALV. FITTINGS DETAIL - POINT OF CONNECTION NOT TO SCALE Yam_. N LATERAL LIN MATIC CONTROL VALVE FROM SOURCE IRRIGATION WATER METER (CgNNECTION AND WATER METER VALVE BOX GALVANIZED PIPE TO POINT OF 2" BRASS BALL VALVE OT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 'E TO BE SET PLUMB & CENTERED IN VALVE BOX. TRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. ✓IDE 6" DEPTH DRAIN ROCK. APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) VALVE BOX (CARSON JUMBO BOX) BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC) FLOW SENSOR PVC PIPE (SCHEDULE 80) MASTER CONTROL VALVE PVC IRRIGATION MAIN (SCHEDULE 40) SPRINKLER HEAD REMOTE CONTROL VALVE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. DETAIL - POINT OF CONNECTION PLAN (NO PR PLASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE FINI: VAULT FLUSH W/ FINISH GRADE // COMPACTED CLEAN BACKFILL 4" CLEAR PVC LATERAL PIPE USE CARSON STANDARD VALVE BOX FOR 1" PVC MAINLINE VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2" R VALVES VAULTVALVES,ANDSUY O EXTEND MWV6" BELOW VALVES.VALVE. APED TOGETHERIELD USE EXTENSIONS AS NECESSARY. 10" O.C. LOCATE 6" FROM SIDE OF MAINLINE 3" MIN. SCHEDULE 40 PVC NIPPLE, TYP. CL R LENGTH AS REQUIRED COMPACTED CLEAN BACK -FILL OR BEDDING -SCHEDULE 40 PVC 90 SAND, 6" DEPTH BELOW BLULOCK & PVC CLASS 200 PIPE PVC UNIONS, TYP. USE 3" LENGTH NIPPLES BOTH SIDES OF UNION. VALVE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL. 3. ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. 4. NO FEMALE ADAPTERS PERMITTED. 5. TEFLON TAPE ONLY. USE NO PIPE DOPE. 6. PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT. DETAIL - ZONE CONTROL VALVE NOT TO SCALE HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12' ALL DIRECTIONS. ri HEAD TO HEAD LAYOUT NOTE: PLAN VI m ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE TURF, 4" FROM EDGE OF BED. NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 12" POP -UPS IN SHRUB OR GROUND COVER AREAS. DETAIL - HEAD LAYOUT NOT TO SCALE c» N 0 N m 0 NOT TO SCALE )OT BARRIER )NCRETE SIDEWALK . IN SIDEWALK PLANTING STRIPS PLACE MAINLINE NT 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE _ATERALS AT 12" DEPTH AND 18" IN FROM 31DEWALK. BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. MAINLINE AND LATERAL TRENCHING ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS 'COMPACTED BACKFILL FROM NATIVE SOIL 1. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2. DUCT TAPE ENDS OF SLEEVE PIPE 3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR ° TO SLEEVE PIPE INSTALLATION. 5/8 MINUS CRUSHED ROCK BEDDING PVC SLEEVE SLEEVE TRENCHING DETAIL - TRENCHING NOT TO SCALE 10 EAVE OF BUILDING O HUNTER WRF-CLIK WIRELESS RAIN/FREEZE SENSOR O PLASTIC TIE DOWN STRAP ®MOUNTING BRACKET DETAIL - RAIN SENSOR (ROOF MOUNT) NOT TO SCALE 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS N0. REVISION PLUG-IN TRANSFORMER SPRAY OR BUBBLER NOZZLE -LUSH W/ FINISH GRADE VOZZLE & BODY PER SPECIFICATIONS JSE BOTTOM INLET ONLY SCH 40 PVC STREET ELL AND SWING PIPE 90 POLY PIPE 30" MAX. LENGTH SCH 40 PVC STREET ELL AND SWING PIPE 90 SCH 40 PVC FITTINGS, TYP. LATERAL, TYP. SIZE AS INDICATED ON PLAN SPRAY HEAD SECTION VIEW NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 6" POP -UPS IN SHRUB OR GROUND COVER AREAS, AS SHOWN IN IRRIGATION SCHEDULE. 2. USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL - POP-UP SPRAY HEAD NOT TO SCALE INTERIOR WALL MODEL X-CORE-XOOi CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE DETAIL - CONTROLLER WALL MOUNT NOT TO SCALE MJS 7/26/23 HHH SURVEYED: BY OTHERS KEL 9/12/23 HHH DESIGNED: LINDSEY 50LOF/0 KEL o/11/2 HHH DRAWN: DANNY VILLAGRANA CHECKED: LINOSEY SOLORIO BY DATE APPR APPRGVELINOSEY SOLORIO SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM REMOTE CONTROL VALVE WITH FILTER AND PRV LINE FLUSHING VALVE AREA PERIMETER LATERAL TUBING START CONNECTION ADAPTER EXHAUST HEADER TEE SUPPLY HEADER DETAIL - DRIP LINE LAYOUT NOT TO SCALE 18" MIN. 24" MAX. b 30" MIN. 15" MIN. PVC SCH 80 50" MIN. UNINTERRUPTED FLOW NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE 2. PROVIDE MIN. 6" DEPTH DRAIN ROCK. 3. USE PE-89 WIRE FOR CONNECTION TO FLOW MONITOR. C TY OF RENTON f;R Planning/Building/Public Works Dept. DETAIL - FLOW SENSOR NOT TO SCALE STANDARD VAULT PER SPECIFICATIONS TEE WITH 1" FLOW SENSOR, SEE SPECS. BUSHING, TYPICAL TO MASTER VALVE MAIN LINE MAIN LINE SECTION CIVIL ENGINEERING �SNIN�TCORE LANDSCAPE ARCHITECTURE 7� 0,'�1 PLANNING �zw� DESIGN SURVEYING a v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425555 AP�P IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING AMorganroth [11/16/23] ' DEVELOPMENT ENGINEERING yqi 12/06/2023 ' TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 A TION DETAILS O 0 0 N N N DATE: O 0/111202J FIELDDO t„ PAGE: DRAWING NO: .3 SHEET: OF: 79 99 LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF THE RENTON ISSAQUAH ROAD (SUNSET HIGHWAY); EXCEPT THE EAST 280 FEET THEREOF; EXCEPT THE WEST 470 FEET THEREOF; EXCEPT THE SOUTH 385 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR-900 UNDER KING COUNTY RECORDING NUMBER 7104080105; EXCEPT THAT PORTION CONVEYED TO DOMINIK AND MICHELE KUNIGK BY STIPULATED JUDGMENT QUIETING TITLE COURT CASE NO. 19-2-19678-5 KNT AND RECORDED JANUARY 21, 2022 UNDER RECORDING NO. 20220121001269, OF SAID SOUTHEAST QUARTER, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF LOT 8 OF THE PLAT OF WOODBRIER, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 214 OF PLATS, PAGES 6 THROUGH 10, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 88°52'21" EAST, 3.36 FEET ALONG THE EASTERLY PROLONGATION OF THE NORTH LINE OF SAID LOT 8; THENCE SOUTH 01°12'21" WEST, 75.20 FEET; THENCE NORTH 88'33'41" WEST, 3.26 FEET OF THE EAST LINE OF SAID LOT 8; THENCE NORTH 01'07'39" EAST, 75.18 FEET ALONG SAID EAST LINE TO THE POINT OF BEGINNING. PARCEL B: LOT 4, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106-LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO. 20050822900009, IN KING COUNTY, WASHINGTON. PARCEL C: LOT 3, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106-LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO. 20050822900009, IN KING COUNTY, WASHINGTON PARCEL D: LOT 5, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106-LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO. 20050822900009, IN KING COUNTY, WASHINGTON. PARCEL E: LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106-LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NO. 20050822900009, IN KING COUNTY, WASHINGTON. LE PARCEL A: THE NORTH 80 FEET OF THE SOUTH 110 FEET OF WEST 92.85 FEET OF EAST 485.69 FEET OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON. LE PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE NORTH 80 FEET OF SOUTH 110 FEET OF WEST 20 FEET OF EAST 505.69 FEET OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. WOODCOCK PARCEL LOT 2 OF BOUNDARY LINE ADJUSTMENT NO. LUA-04-106-LLA, RECORDED AUGUST 22, 2005 UNDER RECORDING NUMBER 20050822900009, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. SPECIAL EXCEPTIONS: 1.-10. GENERAL EXCEPTIONS, NOT APPLICABLE TO BE SHOWN ON THIS SURVEY ITEM 11) AN EASEMENT RESERVED IN A DEED, INCLUDING THE TERMS AND PROVISIONS THEREOF; RECORDED: APRIL 02, 1953 RECORDING INFORMATION: 4330033 FROM: EVERETT R. FRAISSINET TO: VIOLET FRAISSINET FOR: RIGHT OF INGRESS AND EGRESS (AS SHOWN ALONG THE EAST PROPERTY LINE OF PARCEL C AND A PORTION OF PARCEL B) ITEM 12) EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 5584768 FOR: INGRESS, EGRESS AND UTILITIES (AS SHOWN ALONG THE WEST LINE OF PARCEL E) ITEM 13) EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: OCTOBER 8, 1981 UNDER RECORDING NO. 8110080303 FOR: INGRESS, EGRESS AND UTILITIES (AS SHOWN ALONG THE WEST LINE OF PARCEL E) ITEM 14) THIS ITEM HAS BEEN INTENTIONALLY DELETED. ITEM 15) THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF RENTON ORDINANCE NO. 4025" RECORDED DECEMBER 03, 1986 AS RECORDING NO. 8612031455 OF OFFICIAL RECORDS. (CITY OF RENTON ESTABLISHING A ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE) ITEM 16) CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY , RECORDED JANUARY 19, 1999 UNDER UNDER RECORDING NO. 9901199011 OF SURVEYS, IN KING COUNTY, WASHINGTON. (EXISTING CONDITIONS ARE SHOWN HEREON) ITEM 17) THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DEVELOPMENT AGREEMENT" RECORDED DECEMBER 29, 2003 AS RECORDING NO. 20031229000202 OF OFFICIAL RECORDS. (AFFECTS PARCELS B, C, D AND E) (PARCEL A, B & D ARE ZONE CN, PARCELS C & E ARE ZONED R-10) ITEM 18) TERMS, COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION) LUA-04-106-LLA RECORDED: AUGUST 22, 2005 RECORDING INFORMATION: 20050822900009 (AFFECTS PARCELS B, C, D AND E) (EXISTING CONDITIONS ARE SHOWN HEREON) ITEM 19) THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF RESTRICTIVE COVENANTS" RECORDED AUGUST 22, 2005 AS RECORDING NO. 20050822001609 OF OFFICIAL RECORDS. (AFFECTS PARCEL A) (INGRESS & EGRESS EASEMENT, BLANKET IN NATURE THEREFORE NOT SHOWN HEREON) ITEM 20) CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY , RECORDED OCTOBER 26, 2018 UNDER RECORDING NO. 20181026900001 OF SURVEYS, IN KING COUNTY, WASHINGTON. (EXISTING CONDITIONS ARE SHOWN HEREON) ITEM 21) PENDENCY OF ACTION IN KING COUNTY CIRCUIT COURT/SUPERIOR COURT. PLAINTIFF: DALPAY PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY DEFENDANT: DOMINIK KUNIGK AND MICHELE KUNIGK CASE NO.: 19-2-19678-5 RECORDED/FILED: JULY 25, 2019 ACTION FOR: QUIET TITLE ATTORNEY FOR PLAINTIFF: ADAM RICHARD ASHER (AWAITING JUDGMENT, AREA OF CONCERN SHOWN ALONG THE WEST LINE OF PARCEL A) 22.-36. GENERAL AND FINANCIAL ITEMS, NOT APPLICABLE TO BE SHOWN ON THIS SURVEY LE PARCEL SPECIAL EXCEPTIONS: LE1.-LE9. GENERAL AND FINANCIAL ITEMS, NOT APPLICABLE TO BE SHOWN ON THIS SURVEY LE10. SEWER LATECOMER AGREEMENT (NOT PLOTTABLE) LE11. DEED OF TRUST 20070815002015 AND 20150220001120 (NOT PLOTTABLE) LE12. SUPERIOR COURT CAUSE 14-2-16636-2 (DOCUMENT NOT PROVIDED) LE13.-16. GENERAL AND FINANCIAL ITEMS, NOT APPLICABLE TO BE SHOWN ON THIS SURVEY WOODCOCK PARCEL SPECIAL EXCEPTIONS: WC1.-WC11. GENERAL AND FINANCIAL ITEMS, NOT APPLICABLE TO BE SHOWN ON THIS SURVEY WC12. DEVELOPER AGREEMENT REC. NO. 20031229000202 (NOT PLOTTABLE) WC13. TERMS, COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION) LUA-04-106-LLA RECORDED: AUGUST 22, 2005 RECORDING INFORMATION: 20050822900009 (EXISTING CONDITIONS ARE SHOWN HEREON) PURPOSE OF THIS SURVEY THE PURPOSE OF THIS SURVEY IS TO SHOW EXISTING CONDITIONS FOR DEVELOPMENT AND/OR DESIGN. BASIS NAD83(91) DATUM PER CITY OF RENTON BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND 1-1/2" BRASS WITH PUNCH MARK DOWN 0.5' IN CASE AT UNION AVE NE AND NE 19TH ST KNOWN AS CITY OF RENTON #716 AND A 2" BRASS DISK WITH PUNCH, DOWN 0.5' IN CASE AT DUVALL AND NE 19TH ST. BEARING BETWEEN THESE POINTS WAS TAKEN AS NORTH 79°01'01" EAST. BASIS OF NAVD88 VERTICAL DATUM HELD THE PUBLISHED ELEVATION OF ABOVE DESCRIBED CITY OF RENTON #716, TAKEN AS 437.35'. LOCAL SITE/PROJECT BENCHMARKS AS SHOWN ON THIS SURVEY SITE ADDRESS NOT ASSIGNED ASSESSOR'S PARCEL NUMBERS AND AREAS ALTA/NSPS 042305-9063 133,169f S.F. OR 3.057f ACRES 042305-9067 51,691t S.F. OR 1.187t ACRES 042305-9099 49,799f S.F. OR 1.143f ACRES 042305-9100 21,012t S.F. OR 0.482t ACRES 042305-9101 14,154f S.F. OR 0.325f ACRES 042305-9140 7,950t S.F. OR 0.183t ACRES 042305-9247 7,429f S.F. OR 0.171 f ACRES TOTAL AREA 285,204t S.F. OR 6.548t ACRES FLOOD INFORMATION PARCEL IS LOCATED IN ZONE "X" - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. PER FEMA PANEL NUMBER 53033CO668 F, DATED MAY 16, 1995. REFERENCE SURVEYS R1) CITY OF RENTON SHORT PLAT LUA-04-119-SHPL-H, REC. NO. 20060425900008 R2) CITY OF RENTON LOT LINE ADJUSTMENT LUA-04-106-LLA, REC. NO. 20050822900009 R3) RECORD OF SURVEY, REC. NO. 199901199011 REFERENCE GIS DATA G1) GIS MAP PROVIDED OR DOWNLOADED ON 6/23/2018 FROM CITY OF RENTON GIS. G2) GIS MAP PROVIDED OR DOWNLOADED ON 5/24/2018 FROM PUGET SOUND ENERGY. REFERENCE PLANS P1) STATE HIGHWAY PLANS, RIGHT-OF-WAY PLANS FOR 116TH AVENUE SE NOTES 1. ALL DISTANCES SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT. LAND TITLE SURVEY W, 1 E 0 100 200 400 SCALE: 9"=200' s _ N88'19'30"W 2612.10' 1306.05' E 1/4 COR. S4 T23N R5E - _ - - 1` 1306.05' - - FOUND MONUMENT IN CASE N BRASS W/PUNCH INTX. UNION AVE. NE 00 & NE 21 ST ST. co J I I N `o I 2. UTILITIES ARE SHOWN PER SURFACE OBSERVATIONS, UTILITY PAINT MARKINGS PER PRIVATE UTILITY LOCATOR ENLISTED AS PART OF THIS SURVEY AND PERFORMED BY APPLIED PROFESSIONAL SERVICES INC. AND OTHER REFERENCE INFORMATION. QUOTED ACCURACY OF UTILITIES SHOWN PER UTILITY LOCATE PAINT MARKINGS ARE 1.5'f HORIZONTALLY. VERTICAL UTILITY INFORMATION IS SHOWN TO THE SIGNIFICANT FIGURE AT WHICH THEY WERE MEASURED, BUT INHERENT ERROR EXISTS IN RESTRICTION OF ACCESS TO UNDERGROUND UTILITIES. UTILITIES SHOWN PER REFERENCE INFORMATION ARE PER BEST FIT AND INTERPOLATION AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. FOR EXACT UTILITY DEPTH AND LOCATION INFORMATION, IT IS RECOMMENDED THAT POTHOLING BE PERFORMED. L o oq RENTON CONTROL #719 3. FIELD SURVEY WAS COMPLETED IN JUNE 2018 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME OR AS M 1 FOUND MONUMENT IN CASE NOTED. ADDITIONAL LOCATES WERE COMPLETED IN MARCH 2O21 TO LOCATE WETLAND FLAGS AND JANUARY 2022 FOR ADDITION I 1.5" BRASS W/PUNCH OF LE AND WOODCOCK PARCELS. I DOWN 0.5' 4. THIS SURVEY IS A RETRACEMENT OF THE DEEDED DESCRIPTION STATED ABOVE AND DOES NOT PURPORT TO SHOW ANY UNRECORDED OWNERSHIP RIGHTS. 5. LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS ARE PER FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-1041486-WA1, DATED JANUARY 21, 2022, FILE NO. 4243-3875161, DATED DECEMBER 13, 2021 FOR LE PARCEL AND FILE NO. 4243-3870983, DATED DECEMBER 2, 2021 FOR WOODCOCK PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A FOCUS 30 ROBOTIC TOTAL STATION AND DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES AND PRECISION SP80 NETWORK RTK GPS ROVER, WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. INDEXING SO4 T23N R05E, W.M. I � I M o 00 to N t0 O _ Lo S88'09'S9"E� 2618.83' N 1 - - `1 co 1309.41' - - - _ co 04 1 1309.41' - - w w � o rn 00 M ILo c o 0 o Z ZI � I I � I I to 'v M 00 0 M I I 470.0' DEED I I 90, �J I 1312.79' 1 RENTON CONTROL #1304 N8900'31"W 2625.57' FOUND MONUMENT IN CASE 3" BRASS DISC W/TACK DOWN 2.2' NE 12TH STREET INTX. NE 12TH ST. & MONROE AVE. NE FOUND MONUMENT IN CASE 1" BRASS DISC W/PUNCH DOWN 0.42' AT INTERSECTION NE 11TH PLACE AND NE 12TH STREET ELEVATION =428.1 5' 0) r` ci r` rn I I 1 FOUND MONUMENT IN CASE 2" BRASS DISC W/PUNCH 2D80E.0 "' M DOWN 0.70' r AT INTERSECTION UNION AVENUE NE AND NE SUNSET BOULEVARD HELD FOR HWY. STA. 154+48.21 ELEVATION=390.80' 449.30' J RENTON CONTROL #159 I FOUND MONUMENT IN CASE 2" BRASS DISC W/PUNCH 4"X4" CONC. DOWN 0.6' INTX. NE 12TH ST. & UNION AVE. NE ELEVATION=415.90' TO: FIRST AMERICAN TITLE INSURANCE COMPANY; BLUE FERN DEVELOPMENT I, LLC, AND/OR ASSIGNS: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, NO TABLE A ITEMS HAVE BEEN INCLUDED. THE FIELD WORK WAS COMPLETED ON MARCH 12, 2021 DATE OF PLAT OR MAP: FEBRUARY 1, 2022 TREVOR S. LANKTREE P.L.S. WASHINGTON REGISTRATION NO. 45789 02/01 /2022 DATE � W Z 0 D ILLz Lu W z Q 3:: J ~ II-_ LL W W z O ~ w H Z 0 0 J) r W Z M ~_ U CL cl) N z U) Z W � CL v Q LL ~ 0 H 0 z_ J Z Y a. H M CM O co Z w or w a LL W w U) m ~ Q 5Q L = T T O LL v C)v 0 c 0 t4 II u N 0 > N XICD YI J N X m cf) c 0 � rn 3 v � a� a a> C) � N O 00 V Q Z � � Z w O U R V C-D Z � � O� w N W W> Li� > �, �o W j Q ro ^o-) w _ Ld Lo � r� Y 0 Z Z � o Lo Z LLj Z � JJ N � L I M E co I 0- Z o 0 ` V I 2 z Q cy m co N U ai i� ALTA/NSPS LAND TITLE SURVEY \ gA + Arl/GJ 9° \ 1\ + So\S o , �!- o9s \ 9 LUMINAIRE & LIGHT JBOX CB TYPE 14' RIM=398.39' + °" 3 . MH IYK�2 + ArGsJ IE 12" CNC SE=394.44' + + RIM=399.141 S IE 12" CNC NW=394.44' 1 4" CNC SE--W2.99' F,,, NC NW-372`9$" N E +\'�`% LUMINAIRE & LIGHT LIGHT JBOX - SO JBOX 2-WATER VALVES #7M/FR �\ 91 \� '1 WATER MANHOLE F D REBAR & CA 061 "MEAD GIL LS#29276' N82'23 "E 3.55'A OF 061N MPL \ cJ 121N H€M� + � + a° +.,c8�� }6 +' � +s• rG1A -0'33 A + \ APN 951099TR-C 1 R 0' Jx/�N HE 4 •� A + M k1•S co w M I APNI 951099-0120 Ok1 z I ZHITANG HUO 26.0' PRIVATE RbAD EASEMENT I PLAT OF WOODBRIER A18 l0 _w( EF)-W(R fi(REF14 El-W('Fr)�i^{ L F)_3 \ I S88'52'21 "E 3.36' A1g' I I .,f 9, I k1 �PN 951099-008� EXISTING A l A 1 OOMINIK KUHOUSE ' PARTIAL FOOTPRINT + 16.0' PRIVATE ROAD �� EASEMENT I 8 9' PLAT OF WOODBIRIER N88'33'41 V 3.26' 36+0 NE 11 TH CT 36 4.7' ASk}, HEAT PUMP AP1N 951099-0046 3 7' JbHN GONZA ' EXISTING + HOUSE 2I6.0' PRIVATE ROAb PARTIAL 13 GA EASEMENT I FOOTPRI PLAT OF WOODBRI�R CB-48' TYPE 2 LADDIER ON E \•7 !jo RIM=430.08' n - r N ky,b IE 6" PVC=426.58' - EF)-4( k p dQ 4 �V(REnt-�V�(RE�J�'�^W( F�I�2�REW)-W(�. 411 E KITH ST IT- - ,W e O Z I APN 951099-0080 EXISTING HOUSE I r HEI I KINCHrNI � FOPARTIAL I OTPRINT I I a I 1 `k1 I I 4.s I I Qi61N (ROCKERY _ 1 - - - - - - - `-- 0121N � O RIPRAP J9 APN 330780-0130 CITY Or RrNTON 16 N��DR el�EiiN HEMS N IT RIM=3 + 170 141N I'l #sIN E/ + IE 12" C =3 82 \ 8- LIGHT JBOX WATER METER .4��-WATER VALVES . /k'v *SIN HE #61N FI IE 12" CNC 92. # �� # 101N HEM 61 I4IN H C 41 a +A1"g6 �D c6, HEM 6r HAM F '\ply /.- WATER \ A •V � 61N. BIRCH -� /y ' M (8N Dr 61N HEM # 81N HEM, / HE \\ + \ <<p Q�� VALVE *61N M o`� LIGHT c� T� •F + p1Ag1 AD # Z\N/ 61N HEM \�\/`/dIN 1,� JBOX #SIN HEXY ��/ �\��1 HEM Cb� \ ssJ \V 1 21N CED / SIN + 61N CHRY I #1=IN HS6`a>>� V EM pc7„IN M WATER '•,l\ N �C T k1' /Vs'•Q� #6IN CE T/ SIN M #sl BLOWOFF A'19�",1?° 71N ALDI SS \ 61 EM IN SIN E 1BIN HEM OVERHEAD UTILITY LINE DATA REFERENCE NUMBER SERVICE TYPE LINE DIRECTION ELEVATION OH-1 POWER E-W 466.64' OH-2 POWER E-W 467.46' OH-3 TELEPHONE E-W 448.38' OH-4 POWER E-W 466.55' OH-5 POWER E-W 464.46' OH-6 POWER E-W 465.43' OH-7 TELEPHONE E-W 448.70' OH-8 POWER E-W 464.58' OH-9 TELEPHONE E-W 444.74' OH-10 POWER E-W 463.40' OH-11 POWER E-W 463.54' OH-12 TELEPHONE E-W 447.44' OH-13 POWER E-W 463.85' LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) SURVEY MONUMENT (AS NOTED) -•-x-•- CHAIN LINK FENCE ��� SECTION CORNER (AS NOTED) -//-//-//- WOOD FENCE SET REBAR/CAP (LS#45789 OR #41282) -°-°-°- HOGWIRE FENCE o FOUND REBAR/CAP (AS NOTED) *** SILT FENCE p SET 2"X2" HUB/TACK LINE STAKE o o-o_ VINYL FENCE w w WATER LINE MAG/WASHER OR LEAD/TACK (AS NOTED) c c GAS LINE BENCHMARK r(xx) TELEPHONE LINE (OH) OR (UG) LUMINAIRE (LUM.) -P(xx) POWER LINE (OH) OR (UG) [❑ YARD LIGHT -SD - STORM LINE ORNAMENTAL LIGHT _SS- SEWER LINE 0 POWER METER � ROCKERY � POWER POLE � KEYSTONE WALL ® JUNCTION BOX (AS NOTED) (D DECIDUOUS TREE ® TELEPHONE MANHOLE CONIFEROUS TREE CATCH BASIN (CB) ® STORM MANHOLE (SDMH) TREE DRIPLINE O SANITARY SEWER MANHOLE (SSMH) CONCRETE 0 CLEANOUT (AS NOTED) -�. GRAVEL/SAND (AS NOTED) 0 GAS METER (GM) DIRT DRIVEWAY GAS VALVE (GV) ASPHALT y�y lXl WATER VALVE (WV) LL /� BUILDING LINE FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ABBREVIATIONS ® WATER METER (WM) (R#) REFERENCE SURVEYS BLOW -OFF / AIRVAC (OH) OVERHEAD WELL SIGN (UG) UNDERGROUND IRRIGATION (TYP) TYPICAL DIRECTIONAL ARROW (C) CALCULATED HANDICAP (M) MEASURED (GIS) GEOGRAPHICAL INFORMATION SYSTEMS (REF) PER REFERENCE INFORMATION (MADR) MADRONA (MPL) MAPLE (ALD) ALDER (CHRY) CHERRY 6IN/81N CHR # 21 1N H #,o/ AL SSMH� J 2 FIRE HYDRANT (COT) COTTONWOOD " 0 81HEM �" \ TEL. 91 \ gA fItvL 397.7 k1 * CURRENT ZONING 19 IE 24L' CNC S . ,�' +' ' + s 15 � LUMINAIRE & RISER ?,N Ar A � s LIGHT JBOX /6,o1N MPL # SIN HE AGO0 sJ s IE 24"�NC NW= CHANNELED r S01'1 'SIN 75.2 ' /+A15g1 + \ 6\N cE HE 1-_ V; 1\tll NR \ 061N/ CH �aA \ \+A11�g q1`g +, w ###,aIN -� + 60 ATES �\ �sJ CB TYPE 1 AS I / RIM=396.04' IEN$g'1'C E zs1N cED�+ " IE 18" CNC SW=392.14' \ , \ A � -� O 81 MPL 11 6'"56OOFcLIN �01oIN PriL \ / +40 sIN/gIN M \ / o" �\ ��J SIN MPL +4, 21N -�-�N�1/ PL 'I N S Nd. \ +A1 • � s A �O 121N.r.1PL `1. Meg + PILLAR g� #36IN CED +k "O 1y6 N MP\. ,4IN FI FIRE I 6\ IN HEM IN MPL ° AREA OFC / +", `3\ k,+q9 ~` 3iNM \ LIGHT ssa \�\G 9p HYDRANT I IIN; 10"CONC.� PER CC/KCSC CASE +all ( 61�su`c sIN MPL + j MPL INii HE JBOX + 7► ss y\ c � ' gable "`' 1N PILLAR A11 N04,0•39-2-19'V8- +g13�5 11 x2 MPL y FENCE C�RNER+-�EzsIN E' D I I +"1°}" \( 61N� Lp �/ / �1• 'a� +„'l \\ x \ �- 9k� 6.7'E OF LINES $IN MPL +,� i �pslN Rv \�/� \ 1 yo CB-48 7.0'E ��/ \ SIN MPL I y 1 RIM =396.04' ss WATER /� swx3 MPL_ A°`1 A IE 12" CNC NW= VE ( , �&)NM 6IN BIR A161k 13E 18" CNC SE=390. ` LIGHT JBOX E+"� 01 05 ©8IN HRY "1A ,06 'MPLCNC NE=39.14'+ kX1°k \ / 1 I" #aw 0 S \\ J s + J(\ + + \ / + k, 1.9`� �_/ -�qO Q 81N MPL \ ,9 # 6 J' S �p�%��� _� k tp 01sIN c/9r / \ +"Lo X \ / 1 F\ ti + s \ GcJ s #341 CED W` fk,6 ip ���� z MP\N \ \ 1+\ g1 f�°^\ +A 0 15 30 60 +p19} ©D 121N PL 6/N ,g� °I FIB- L ` ,9 + \ lv \ 5 s� c 01-0 361N D I IN ALD A,A� \\ \ XLIN �. q� + s\+s \�{'�i/J \ Ar q1 SCALE. 1'=30' �0 61N '\ 341N C �J + 61 I14 101 PL \\�\' 1�1 FI��N FIR + ASS+�nq \ Ek,,X91 / IN 1 +A'Lg1 °� 6IN MPL IN M L I �\ �_ # IN FIR 9ASk \ C-3"G(,OF. A •sN +k`9. l�", +A�A:P \ 6 1MP M +gp9!A s IN FIR +� s\ 61N L ,61 �,aw j +A1X9g�� / bz � I �- LIGHT MPL MPL / \ 1� / / + p1k�g - y1\,6 r& cE \BOX +394sy T + + CAN RISER 61N MPL 8 M9 eP kb\0 _09 + \XS4 % /#121N H rM,06 � S \ T } + 61N cFs g�l,oH C E61N HE SIN cE +'g pq \ LSg1'" o TEL. RISER IN TYPE 2 # E�j%� \\'jam \% / � \ � +p1161 � k�5• #,o1N CED #s1N H // S,y�O s 9q A2 w LADDER ON NE 6IN MPL ' ` 2IN MPL �I __^^II 1pJpIX2 L I71�\I- I 1 IN MPL #24IN CED 1 -� \ #M / 81-�(c(ZN HN � � +.�}}\ + + \ SS \ ` %' \ 9 +sJ �I RIM=391.60' �1'S j � \ I 4\011 k\ � "1 +"`96 g \\ + `" 3 �0 + \ rG IE CUMf•Im\IR61�83.50' 8 L / �fl �22 CED 1 � /� �+ +A,1Ng3 IN M 6IN 6IN C D dOk �p1\ + \ S \ ly� 5 o8L12�TCJ®@X383.75' OWL IN M \ /� I 6� 91 �� �/ * 261N CED +"1 A'A /// 81 L/`1\` +A1p1 Islizw HEM 1\#low H�`� +•s°�: G 0 /6 L I� APN ry 05� o *35IN CED/ p1 N HEM 1 / ` f AS + \`•`0 11 J # IN H 1 ©81 / \ k`8j9 / A7Y`3 HEM #61ND \Ag CB TYPE 1 SOLID LID \ + ,q56 DALPAY PROPRRTII LL.0 / + \ �_ 61 /' 121N H Fa' + \ +s°� Ar RIM=390.96' #36IN c 081Nx2 MPL +" + / ,}1 9 S IE 8" CNC S=388.66' HE 8IN N H M ,k \ ` �X' J N/8IN M L X2 PL g9 kg\° �p1ti. \ MIN HE \ y0 \ S0, ,N.0 Asp \ � � RIM=3 3' l ,6 \ ° 3, SDMH TYPE 1 �awcR \ / / (�p81N AL-L>__ ( � � � \ �1,�_aa � � � \/ � I•E 18" CN E= 6 � 9 s°•, RIM=390.81' COT OIN CH -_ 1°j \ �, i81N CED N A �\ fig,. I +q13 328NNC€DD 361=_CED 0 IE 18" CNC S � + � � J IE,18" CNC NW=384.81' 1 _ CL I \ IN MPL J qX9 I #401N CED / 1,o +A13," 41�°� +k'a`1 / �( +p, 21 CED 081,E MPL rePJ \ E 18" CNC NW 3' \ �a '9°+ ` 8rr CNC N=386.96' COT / -7 � ' !- \ q,9. \ '/- 1 *341N CED /\ / 09 2 M }g1 L V 81N HR µ/ 81fJ/ALD +" `� # "�• 2 N CED /I �'X1\P rR LIGHT .�,;�0 ++�-sS k0 + \ sJ \ 2o11Z€ D A1k�'I/ 1 / 11A �A �\ / / \ + \ zN ED 81 NEMsl� 0 JBOX + \ 1 SSMN=�TYPE _ A N C RY I /di YL C \ + gk9/ #IN�FD. A15N CE MPL a� 3sIN cED +"11 # +k .4\J ,6q, k RIM=391.�k3 2 S r�LIGHT I 63oIN cED + ,9• sk�HE / ,� + +�9, I 4" CNC S 3Z7.53'\JBOX � �\ F 7S �" 141N HEM I + \ ,1g 2 ' CNC NW=3VA3' + } 1 ge N HR $ CHR 24IN L 'F 00 / +k1 \ _�\ / 09 69 k1}. ' ��2�, IN H M %_' GAS PAI NT / \ + of ATER LAB TYPE 1 IN 9 MARK "NO GAS' �6� I 2W HE +'g VALVE " LOIN ALD Ogl 8�N ALD +AA' � y, +1 \ 9 30IN QED# I #1sIN ''' '� 0 e� � 1�kRIM=390.34' CB-48" TYPE 2 \ 7G 1k ,1 I A10} A18 I alv HEM 7 +� rqp 0 81 D 1 �� \ 9 +A1"' a1 1. k16?°' #24IN r,�D �- \�' 161N CED - k� 91' �' \ "° �L� k 3q0' IE 6" PVC N=388.89' LADDER ONE " 1 \ +p1"' / qi° POWER PAINT + 1 / # s '.� ��� 5 JAG J RIM=431.02' �1'W O sIN v / \ + +k1 / a`• MARK "NO P0K " +k1 k1g,1 +A19 21NCED \� g1 \ _AO +X, + -_ 121N CED iow ID / 1 + IE 12" ADS S=424.82' - - - - , 1\ LLL^^^ \ +q3 S 0 .gA `/ /1\ Q l ALD 1 \ #361N CE\ +" 361N CED �q 1 /+k'L1'M` \ 1� / 201N MADR k gam_ / 6" CID 361N CED GINX2/81NX% TY '� IE 6 PVC SW=426.02' 6'H WOOD k3S10 11. ` q1 # ( #341N#C0IIN 1�1 /\ ED 1 014IN MAA RR 361N CED SJ F�C� 1 ,� 3}1 �' CK�YwsTEa IE 12 ADS W=424.32' FENCE 1g9 SIN A\D # IN CED psi +A3ti + / j61N CED N cEDCED 1. W I-- E 12' CPaP �S \�� �X� {\/ 1 )vj I(/ \ - \ / r1 - % ' `� S \ CB TYPE 1 \ 2 11 El � \ 71N \ \ / \ \ / #4ow CED 'r#zolN 1�1 +t6 0 LINE ' - 5E=3 9.80' rRFF� � 1 RIM=390.57' # #za1N cED 3� \\ p,9 k�,9` k1�� +k1 CED -;�9 sg1�4o IE 12" CNC SE-386.77' AP1\I 330780-0050 #,sIN C I\ / q1 _ / /+ \+ _ MP + }� 4411J�CED �/ / , \ +psN, \ I / / ( # 24IN CED \ / (/ I # 301N CED +"16' �- \ SO }, & 8" PVC SW=387.72' )r NNIr r R I r I +�� �;; T k11A / #181N/301N CED 261N CED 04 da X1 \ sO`'� / /�- 1 +"� "CID D �E IN cED \ I� #iu HEM1 1 \ \+"15� �� }g� �" FIRE HYDRANT IE 12" CNC NW=386.77' all A11e% 6N CHRYQ 110. ' F 3 2IN CED 1 / \ *321N C D +A;k1\ \/` /` SIN CE� +"16,k A1�s / 9° o ,.,e & VALVE 8IN P 81 2 CED +\"'� 321 CE§�'�� /#301N CE -\ �\ -/ 1 I 14IN C A A1"0 Ate_ V- " \ +k1��e + ,.\ O "� 1 �C� #3o/N CED °� + , WATER HOTBOX o x JF 51.'P � q19• LAD 8 •yPL �, WETLAND ��/ 33-N88'00'31 V 561.72' # # s1 F51N cED L p 1 \ 4- G A-1 ® W . �/W FLAG A-4 I \ + 5. +" -t- am c + / A111 + 05 +k19' k10 gi '• �niniLp�D 01 M)3i #61N F ptr1. 45© 8IN JW W/ W ' +WNT \ I + 0" / 301N CED �� �I� 1 ) PL \ I /\ \ \2\N F\R# IN FIR Q IN M DR IN FIR I 1 DEC( T + \ \ VIATCHLI W WA-6 FLAG mAJ�5 I'�' 1\ # L DD�� \ 15,E 21NX2 IN FI , MATCHLINE � W / 361N CED +" 101N ALD k +" #24IN +q34 '/-"� + �,., +pp6 "1+ #2�HGCEDwN ED +�' +a" N IR 1�\ �i�17w1� API 043305-9345 1 M7 0 - �/ 241N,\mno WET FLAG - ,a 18 IOIN ED Al ��- / +ASA \ 6IN FIR 141N Mp1� �, #141N HEM\� /#aIN FIR A9 \ k1}S \pRYIN IR�J y�f�'ALPAY PROPERTIES LLC I IW 1 �' / _> / 7 / + /1 g1 '� / g9 �sIN FIR \\- MFI #6.:J iI1 V FOR CONTINUATION SEE SHEET 3 OF 4 z ;W 0 o w 0 X Z W Q o � 0 ui CL cn � J \ W � z (/) Q ?� 0 fA Q 0 >W W W H z LL 0 o Lc) W cr Q C) ILL W LL Q 0 cr 0 N J - 0 o W \ Lu Zhi M r U Q � Z cl) W = N a. z O H ` a Q a H Q F- LL 0 z IL F- V 0 z_ Y Y V) � -o 0 m N 0 ai I� f+ ~ z° S • �I W A Sy �x ; F 457890 SIGNED 02/01 /2022 H M D CM 0 CID Z w Im wLu Q LL w U) 0 m ~ Q Y a °C L T 0 LL O 0 6 o N o 0 0 U II L > N X ::�Ei Y N d X m To N N > c c _Y 3 a> 0 0 U Q N r� CD 00 M V Q � Z lE z w O O ♦R V CD Z � � O) LL N W Lu> W Q0 CQ C:) Wcr z w llj a^giLLJ = Lfi I N Y Q Z I� O ) T LC� z w �g QZ Q � z � X JJ N��� E co z / -0 04 0 CM 0 04 2 z Q m 0 i a� I� ALTA/NSPS LAND TITLE SURVEY DEC MATCHLINE A1� AP1� 042305-9245 1DAL PAY PROPERTIES L L C 280.0' DEED CHAINLINK FENCE ry �y {�!�g (\ °+may (�� r� ry (� / \ I /%y CEDO MP / -� �1 APN 0 23LJJ9LJJ \ _- /T \ g` APIN V� 2305-906 APN 042305-9046 \ \ DALFAY PROPERTIES L L C \ \\ +"'' , � I F k1PROMTIES L. C 191N1RIR p1' ,°+ yk y, \ I / \` flry�A keg. ((`` / 61N DE \1 +�+T¢� + k,��^ \�� I KA>�SOON WONi7 PL I I M I\ =masommomw LEGEND If `SIN/aIN c + A #1sIN HEM #281N c D � IN ED�+ ,� EXISTING o� k,�29\ 4- \ , +y1A�g ,vN E / +, + - \ � SHED , "O t, I \ ,o�N 101 PL \ kkg>X \ I *361N CtD \�/ g1g�A 32 (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) I I z 4 / \ '�11 "' g +�,,0 "� �� kti1,g / LOT #61 Flh ktig� k�'` SURVEY MONUMENT (AS NOTED)-•-=-x- CHAIN LINK FENCE 1qg �° ..sty'\ MAC' M,, ��°o'" �201N�0"0 `+ .k + N\ + SECTION CORNER (AS NOTED)-��-��-��- WOOD FENCE \ #s1 c N�P�� / �3s1 FIR �tisfl \ \ / +k� Atigoo \ + + / -� HOGWIRE FENCE 10' HOGWIREt 00 �\ `" \ N\� I\ + #361r1 FIR I I I ,gpSET REBAR/CAP (LS#45789 OR #41282)FENCE Q1r1 N C7©21N MM +"" \ \ #6E C I / 3 CED,9gg `g 4�' + I APN D30JJ 906I -*** iF / 1 + CMADR o FOUND REBAR/CAP (AS NOTED) SILT FENCE 'ti e'N 21Nx2 PL +'�' +'1N. FLOOR +"1g Ag +"�� �J-o-o-o- VINYL FENCE MP °jz1 D I / os " k2 g x26g +k7 3 c r r 0 SET 2"X2" HUB/TACK LINE STAKE W W I �v \ v�L,'=426.46'g DALPAY PROPERTIES S I I C WATER LINE FIR # w3ti r----'--� - - A Ati "� oIN FI o MAG WASHER OR LEAD TACK AS NOTED c c �\ ..., P� (\ N cED \ g{''::.:�;.`,,: -1 l # N / / ( ) GAS LINE -: / + #1 "rr-7" ay,. ..k"la::i.:rC',:•.4;:::�, 1b , / \ y.Ag 1 BENCHMARK T(xx) TELEPHONE LINE (OH) OR (UG) SIN CED\ 201N CED 1STING 0181N MPL \ I \ \ / I'.r.:::.i':..se�ir,:;:k5;'.:*r1 LUMINAIRE (LUM.) P(xx) 41e'.... +Eyqg' POWER LINE (OH) OR (UG) GARAGE 4- YARD LIGHT 9 ti ,� 'C / \ �# I �+ pJ °''::": a <::,y =•;'`I , RO( FAQ Cam❑ SD STORM LINE p+ 4. W +' \!x?"::;"': :'.:.........:..:..:.....1 ELEV.=440.55' ORNAMENTAL LIGHT N88' �3 "W T 24w R y.>'.'- ' ON\ kry � -SS- SEWER LINE + ❑• POWER METER ROCKERY sIN C +�50�4� 2.5' HED� / g \ \ \ /#2s1 F ! : ' ` g yc~TI POWER POLE � KEYSTONE WALL ^:..�..� 1 y1 Aa1' k �\j psi +, \ \ f:;:;�:_:' k1 LU ® JUNCTION BOX (AS NOTED) DECIDUOUS TREE I 4. W- 3' A R LI BASEMENT 2611 cED Asp'?":,;`:;;;:•.:. kti y`fl I 1 I + e5 \ \ g; -REC. N0. 4 30033 €ITEM 11 + \ / + 7�'� POW A g!�°y a POLE + ® CONIFEROUS TREE 1;..,,rr.,<:.: P + POWER TELEPHONE MANHOLE I +'� 2 METER +"� �-a� E`'A CATCH BASIN (CB) 1 / 1� TREE DRIPLINE / Al pl"" I ONE RMF / a \ \ 8INxz rnYLQ� k'tiy �' $ M12g Ay " A9 g• k�9g+ '= k`o� STORM MANHOLE (SDMH) a �" \` '`' \ SANITARY SEWER MANHOLE (SSMH) / % % +"�1> +kv' +kti plyk° k1>�0 N J¢ •a ' CONCRETE 1�6 ZONE R-10 1 1 +"'�' kNg ` o + + "`` g Z a GRAVEL SAND AS NOTED / ( ) I ,9 �N88'00'31 "W 112.33' `�� +� + + +k1� a + ZONE7RryMF I N O CLEANOUT (AS NOTED) €ITEM 17 1 1 �. ; p GAS METER (GM) DIRT DRIVEWAY ag' Nye 3 cF s /,::,:_.:.: x ❑ P�e Z w ONE R-10 lye "� 1 A3g' :: ';: :::..;`;;:.:, I - - - - - - - - - I + / y3g� 11' RESER 01<t FOR INGRESS & < :..:"..r:...::.::::..: * `* vom, +"�1 _+ '3•�'E GAS VALVE (GV) ASPHALT 55 ,� ITEM 17 - - - - - - - - - �':' �� I;,: >;" "tig kill € I WATER VALVE(WV)BUILDING LINE EGI7ESS R 3 ITEM 1 _:..=` ::::. •:::) ...... / x APN "yo"� € (':..::.; ..:...� g� + + a �� x�i� 04 (�°�� 9 1 k Me , \ ,�,,.,�:`. ] � -�' � � ) �' r �� FIRE HYDRANT(FH) / CONNECTION(FDC) 5'E � �APN O I \ e I kg� I � tir R C E L x ® WATER MANHOLE ABBREVIATIONS � Y A Al '�;>:,;� •,�.� ,-.':'`` ._:;.-,, � + � CHAINLINK I A L PAY 1 I Ate' \ 0.ti' gti I APN 0�305- 174+ ''` ' ,:"' + g1 ytioy9 + kL ® WATER METER (WM) (R#) r r o L OUTS lobtoce, `;;;;'::•':: ':: I "� +k� + +"ry" APN 04 2305�9100 FENCE REFERENCE SURVEYS PRO rRTIrS LLCPHUONG MY V0 x N .:�;,:>':.,:;:.:;1 A+ k�1�9a r \ �l r r� BLOW -OFF / AIRVACOH OVERHEAD 3.1 V O 6' WOOD FENCE +k kg,g1 # �,' k;tigg \o: ; . .: '.::: I + v/ Jk° bo \ DALPAY PROPERTIES C (OH) SON LINE \ k ' "'� " a I ' pn1N DEC +A�' O WELL ,.,.� o SIGN (UG) UNDERGROUND :.. \ k�'�'s APN O�f2305�9335 I 5.3 FENC CORNER cn ,EXISTIN , p I IRRIGATION (TYP) TYPICAL [HEY cE J w L N88'00 31 "W 92.86' g° _ + k �^ �� OVE ANG 1g +y�201N DE� �2ga1 kti DALPAY & ASSOCIATES LLC DIRECTIONAL ARROW C CALCULATED APN 042305-9262 I OVERH�NOG 3.4'E OF LINE \ 'WALKWAY \ ' GARA E DAMES JADWIN I EXIST.' �` 1g 0T �' =` ' '.:'.:._:.T A A`Lgg p,,,, "g k1g1i J all +? � ( ) EXI SgLo HANDICAP HOUS SH ,5b" EXIST G HOUSE �` 'oo j + (M) MEASURED 5,QIAE„ . k ag, 0 4 OTP INT 2,486t S.F, ' " kkg �' y�3 h �° .: ++ 41 z1N 3• yy ' "'' Z ' ' g. gp + yq�'� (GIS) GEOGRAPHICAL INFORMATION SYSTEMS 'T g FIR# >3 20%INGRESS, EGRESS & k2 ti kti' + WOOD r: a "'I HED 00 +kti kti FENCE (REF) PER REFERENCE INFORMATION FUTILITY EASEMENT REC. y3•°' :.:.t:..:.-:;''<- K€RY� _�.-. +keg keg k�+ g? [1, u:r:'� !n N q yg NOS. 5584768 & 8110080303 ; aD o ti ,I P y +"� 4b� +kti1o3 +'`� kti1 (MADR) MADRONA €ITEM 12I& €ITEM 131 „;`{ o APIIN kti o o + LOT 1 RCEL p,�g I,a G�`,o 7+A�kgg g,+ oti (MPL) MAPLE v� REBA .k3{, n. j'. +'L� i;'u.;•;l"ao 'Jk-\ olD423059 1 1'� +A15' k7g' + A'1�' 1 41 XR I kg z "L 4 1 1 �g °"I`� ��, k' r rr r v tis w 1�B Ati "ti AtigN$ �f (ALD) ALDER AR EEE F eia M a iiir a k a- y�i1 .I O kai '�' i �, J r N N 1 r r R L r I:', ^ Al + all" + k1 1 I NO 17"E 0 13�j � � 'a k,,.: �' so, k�' +A�% + A ' (CHRY) CHERRY r GRAVEL SIDEW9l. " ER.. I ti,5% �, i 4Fw//,,,,,,,,,,,,,,,,, POWER POLE '/LUMINAIRE & I_ UNDERGROUND y FOR CONTINUATION SEE SHEET 2 OF 4 BIN ✓, / +^' 4 \A --" _ ' I� ILIIVhL MATCH\ W �' .�6,,W� W W W + 9� \ MEOWg .A-a1� FLAG �SAg + +"�I #3CIG -E #\1 PL �2\N X IN FIR g1 p IN M DR IN FIR \ 1 L 1 121NX2 121N FI k'1 +"� r• mom- 361N CED 101N ALD k3�`1g A'Lg� J CED@IN /ED 241N �'5 + -� /I+ \ / / / \ ( IN IR \ /171N IR \1j 171N IR JIB gti 1\ +A'Sy�" � � 61N FIR' �-�Y �_ I 241N\MPL Q[� WET1 /��fV ?� 141N M'p�\J FLAG "T I W #18 CED ` ( #141N HEM / #81N FIR + &q1 * +k,�g5 +k'19 \ X�IR� IN IR \ 61N FIR FI \' hill\ /\ MADR I \\ WETLA Ayg�\ 241N FI # 341N ED "la 131 FLAG A / ---� / 61N `M�PkL-y0 g, �/ \ �' \sIN/sIN MPL + g5, 1 \ 121N FIR I 17 #341N FIR 1 r�ll'N 6NADR IN F 0.} FI 21 R 61 ADR61 2 F417.4 \\ CITY F REQ LOT LINE C 61 Ed \ .�2 R� I M `© + + p6 IN MPL # 241�ED ryy� , 1 / FIR # 111 FI � FIR \ I ADJ S7NlENT NO .L.A. y0' \ A •3i Y/`\\ / 32/" FfR- ye g IN .1 A 9g+ UA-04- 106-LIA, LNL�V00282, /�1 ©' M 1 /y1 p1g +A'!3'gg\ / + REC. NO, 2LL.�L 4Jr r J O 4- / \ / #401N CED {� MPL 1 + / / +k 1 •, MPL a3°+k11• I 1��� SIR #144AAJJ FFIR �- xtil- k,1\ 121N \\ I kS+" #321N FIR \ A3g \ + \ "� 71N 61 M �fi(/�. #321N FIR I \ +"�,11 // +� 61N FIR \ / Nib IN, ktiy� I I r\ ( 10 / �r� \ IJ I�1 /+k,Sg�1 / / I _R s EL ir IN F 121N R� V k�0g y,gg, +" - 61N M 141N M L ,k.,g3 1g -_,EII�41N FIR 81N I 1 1X 1 IN ,,,,�yyyy/�Il +A'sg' 11e + \ iC \ FIR � 11 FR �tig +yti0.. Y\,c 'F ?� 25 N. d a5g F. gk TEL. RISER I ` I N88'00'31 "W 63.10 ER a + L c: ' `c nz & �bt7Y WII" k: �kOF 0 # � ., �pALL V. N POWER P NE H-1 ::.... `� "yp1 5"pI )(o") %P o" P \ -- -L-- P(---)--- )o" �xT --- ( ) P(o") P o� � �.�� � •...,., ;�;.:.:�..�•:�Q..''. ': '... ,(bM)'� P(q�+)`' �.r:^.. as ......;. W ��) + a SDMH-48' L A3g - w POWER POLE FOGLINE yro^ RIM=437. 3' � ^ - - NTH STREET M v FO ND MONUMENT IN CASE _g 1" BRASS DISC DOWN 0.42 R IE 8" C IC SE=433.88' N88'00'31 "W 2625.57' SINGLE YELLOW STRIPE 8"WATER �G1) GAS NE 12TH STREE FOGLINEW(REF) (Ru IE 8" CNC SW=433.88' "NO PARKING _ IE 12�' C C G - FOGLINE VALV AND NE 11TH PLAC IE _ ANYTIME" G-- c- cc� ID SD - SD a SD D - SD ' - s cu -g_, V -� S� SD -SD -SD -SD 's. _ -- G WATER ` _-__emu y�D - SD s¢w� SD - SD - SD - SD - SD -I SD - SD - SD - D - S GA (PGA u,-55_---- u@�------- gC--------------- -- -L sD - - VALVE s G I 0 435o_ A� T(RG) T(uG) {�y�� - ROCKER a . ------ - - ----- ----- � SD - SD 1 SSCO ROCKERS k a• c u T J�� 2 GAS VALVES TYPE 1,,6.00'XO.80' # + +" +" x CH 4l IN- FFACE A7° - X - Sti r+Ati G so STREET SIGN 1a3+" v STOP I " RIM=436. 7' �S NO P fING y + fop + TELI#PA6NE ' "NE 12TH ST" & +y31"' �N w SIGN � 8" CNC NW=435.22' ANYT�RE '� RISER z WALKWAY" STREET SIGN Lu "SHELTON AVE NE" Q cn 6.47 "NE 12TH ST" & �, Q " FIRE HYDRANT "NE 11TH PL" �__ a &WATER VALVE CB TYPE 1 (2.10'X0.80') ^�,+ -I WATE RIM=426.63' 0- \4LVE IE 8" CNC NE=425.78' T T T T w Z w Z OVERHEAD UTILITY LINE DATA REFERENCE NUMBER SERVICE TYPE LINE DIRECTION ELEVATION OH-1 POWER E-W 466.64' OH-2 POWER E-W 467.46' OH-3 TELEPHONE E-W 448.38' OH-4 POWER E-W 466.55' OH-5 POWER E-W 464.46' OH-6 POWER E-W 465.43' OH-7 TELEPHONE E-W 448.70' OH-8 POWER E-W 464.58' OH-9 TELEPHONE E-W 444.74' OH-10 POWER E-W 463.40' OH-11 POWER E-W 463.54' OH-12 TELEPHONE E-W 447.44' OH-13 POWER E-W 463.85' P,q �\ / I D EBAR & CAP CHOOL \ #361N OSSING" \ N M N4x$ 3 E O.AO" +ky1"ASS +" o yq1� g1g 121NX2 IR +"ties Bj��A I I (COT) COTTONWOOD z 9" ( FUN CURRENT ZONING c> �. - I �i'I' N 1 -STEP kI �ktig. 1k I FIR 1N 1 �#isl�N FIR da xtik: rOUND REBAR & CAP GATE + 1 I N a N-aIN FIR F'h1N F`R #E v FIR I OH �" �ti FIR # # 1cl 1 I � I "LS#40016-18898" I ° 81N FIR* #611•, FIk I N06'36'18"E 0.14' BENCHMARK #1 SIGN RENTON CONTROL 159 P(o" N88'0031"W 112.86 OH- 91 ti5ae0F CORNER OH-11 OH-10 SSMH-48" LADDER ON S # o" 9 FOUND MONUMENT IN CASE P(OH) P(OH) POWER RIM=425.14' �1'N AP�E�) 2" BRASS DISC P(o� -(o") e$(o") P ktig• 9-}--�fe )P;_ POLE IE 8" CNC E=411.74' -----------'�---------kc---- ") �- �(o") _ j'� P e"P o" W�PUNCH 4"X4" CONC. H-48" ---- __ - ) IE 8" CNC S=411.84' DOWN 0.6' o0 OH-8 g Al "SPEED L -12 IE 8" CNC W=411.84' =427.83' q S a +p1 + o ge INTX. NE 12TH ST. I - - - rR TvpF 1 RIM=426.59' 169.77' 25 MPH" I � +`�"g OH-13 g.k ss ss ss - ss ss & UNION AVE. NE �- - ��•� '!REF)-W(REF)-W(REF) "ry 8" CNC SE 425.03' IE 12" CNC E=4 g1 - - - 279.53' ELEV.=415.90' 1 / 8" CNC S 425.03 IE 12" CNC W=424.44'- "CNCW� I _ EXTRUDED CURB SD - SD D - SD - G �g- G°tig6 o k4g' kNg. W - SD - SD - SD - SD S� - D - SI --- G- -G _ /G_ SD -SD- G - {�ijG - - -g � SD - SD G - G - WATER VALVE +��b' �� SD - SD - SD i SD - A� 221N FIR -}(: , x " HAI INK F i -- (� + , c( y ` � y -=sD 6,y- sD sD SD SD sD SD $D sE ST "1' NO. q11:` x � x � 0 + � f+A 5 SIO�I + / + "NO PARIf +� 1E+A�1°�„BU'§ASIGN» +k 13VINYL C SD - CB TYP� 1 (2.10'XO.80) ANYTIME" RIM=426 *l' / "WALKWAY" CB-48" SOLID LID g JE" 8" CNC N 4W 25.56' RIM=420.64' q1'S "+k,. FIRE IE 12" CNC E=418.04' HYDRANT IE 12" CNC SW=418.24' IE 12" CNC W=418.14' NITS NF S�NS�T W Z _j e Z � W o � z 2 900 o' z Z NE 12TH ST cn = r� W Z O z S LLJ Q � m J o �T� p VICINITY MAP c 0 N � w z 0 D LL O Z r,A■ �/ / S = J w cj I- LL w w z 0 ~ Lc) Lu w H Z 0 0 H J > W T w Z ch U cl) N z Z 2 a. 0 F- ?: U a LL F- 0 H 0 z J < ^P a. a) z0 ~ H M CM W 0 co Z w M Im w LU LL w Cr U) 0 m ~ Q Y a °C L T 0 LL 0 o N `o 0 0 II L > N x Y J N x m r` _0 v 0 a� 0 C •O 3 U a> 0 (2 U Q 0 N rp CD 00 M V Q Z lE z WI 0 U V CD Z � � � O� � W N ry W w > W � w W Ln Cp a^gig ZZ I� ow�g Ln z QQ zo X JJ N��� L I CM E Mr z M o CV M z LL