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HomeMy WebLinkAboutzR-4255setINERT/CAL DA TUM NAI/D88. HELD THE PUBLISHED ELEVAT/ON OF A80Vf DESCRIBED CITY OF RENTON 1716, TAKEN AS 437.35' BASIS OF BEARING NAD83 (91) PER CITY OF RENTON. BASS 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); QEXCEPT THE EAST 280 FEET THEREOF, 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, INCLUS7Vf,, 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 Ol i221 " WEST, 75.20 FEET; THENCE NORTH 88 3.341" 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. TOWN SITE STA TIS TICS ASSESSORS PARCEL NUMBERS.• SITE ADDRESS - GROSS SITE AREA: ZONING- DENSITY - NUMBER OF DWELLING UNITS. REQUIRED SETBACKS.• IMPERWOUS SURFACE. MAX/MUM HEIGHT ALL OWED.• CONSTRUCT/ON TYPE• UTILITY PURI/EYORS.- WATER SANITARY SEWER STORM DRAINAGE GARBAGE/RECYCLING POWER GAS OTHER SERVICES.• SCHOOL DISTRICT FIRE PROTECT/ON N 12TH MAD RONA PLACE ,f LLC 3916 & 3926 NE 12TH ST 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 ADJA CENT LAND USE PARCEL D.• WEST — SINGLE FA MIL Y RESIDENTIAL, R-8/R-10 LOT 5, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-106—LLA, RECORDED AUGUST 22, SOUTH — SINGLE FAM/L Y RES/DENT/AL, R-8 2005 UNDER EAST — COMMERCIAL, CA 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. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 061 RENTON, WA 98056 042305-9063, —9099, —9067, —9140, —9101, —9247 AND 9100 3916 & 3926 NE 12TH ST RENTON, WA 98056 285,205 SF (6.55 ACRES) RMF & R-10 14.05 DU/AC m REAR = 20'MIN (5' PROPOSED) FRONT = 20' M/N. (4' PROPOSED) SECONDARY FRONT = 15' M/N. (10' PROPOSED) S/DE = 5'MIN (5' PROPOSED) R-10 ZONE- 709 ALLOWED RMF ZONE. 759 ALLOWED 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 WOOD CONSTRUCT/ON (PER IBC) CITY OF RENTON CITY OF RENTON CITY OF RENTON REPUBLIC SERWCE PUGET SOUND ENERGY PUGET SOUND ENERGY RENTON SCHOOL DISTRICT RENTON REGIONAL FIRE AUTHORITY FI fiNN • ► iAIMIFA JN SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLLI 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 N/X — 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 ARCH/TECTURE 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 K/RKLAND, 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 B/CKET 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 UTILITIES 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 DESIGN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICIN17 YMAP N SCALE 1" =2, 000' SHEET INDEX ENGINEERING PLANS 1 C1. 01 COVER SHEET 2 C1.02 CONDITIONS OF APPROVAL 3 C1.20 OVSRALL SITE PLAN 4-5 C1.21—C1.22 HORIZONTAL CONTROL PLAN 6-7 C1.23--C1.24 SITE PLAN nT771 C/7 T/A' A/ )dhc �L-AM6ITf GGAIR?616�AcZYI/LCTL7AA/AIAWQ STANDARD DETAILS T7 12-13 CJ OI—C3. 02 GRADING PLAN 14 C3.31 ROAD SECTIONS 15-16 C3.32-3.33 GRADING DETAILS 17-19 C3.41—C3.43 ROAD STANDARD DETAILS 20 C4.00 COMPOSITE ROAD & STORM DRAINAGE PLAN 21-29 C4.01—C4.09 ROAD & STORM DRAINAGE PLAN & PROFILE 30-31 C4.10—C4.11 STORM SERVICES PLAN 32 C4. J1 STORM DRAINAGE VAUL T PLAN 33 C4.32 STORM DRAINAGE VAULT SECTIONS & DETAILS 34-35 C4. JJ--C4.34 STORM DRAINAGE STANDARD DETAILS 36 C5.00 COMPOSITE SANITARY SEWER PLAN 37--44 C5.01—05.08 SANITARY SEWER PLAN & PROFILES 45-46 C5.09—05.10 SEWER SERVICES PLAN 47 C5 J1 SANITARY SEWER STANDARD DETAILS 48 C6.00 COMPOSITE WATER PLAN 49-57 C6.01—C6.09 WATER PLAN & PROF/LES 58-59 C6.31—C6.32 WATER STANDARD DETAILS 60 C7.01 COMPOSITE UTILITY PLAN 64 C8.01 S/GNAGE, CHANNELIZAT/ON & FIRE DEPARTMENT SITE PLAN LANDSCAPE PLANS 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 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COVER SHEET 10/111202J PAGE C.I. OZ ET: OF: 1 93 0 0 0 N N CONSTRUCT/ON RECORD DRA WINGS 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 NAT/I/E 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 CIWL 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 OF BUILDING 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 DWELL/NGS,, 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 APPROIED 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 W/LL 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. SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HE -A 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 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 CONDITIONS OFAPPROVAL 10/111202J PAGE C1.02 ET: OF: 2 93 0 0 0 N N Qk CONSTRUCTION RECORD DRA WINGS r� Z ti O Z O N 1 v TOP OF SLOPE (TYP) ! , ,: N5439'03"W 6.24 o N49 46 3l ApN 95gpg9TR� _ TRACT /Kf (CRITICAL AREA) AP099- ,HIT 4G HUO AWV; JY'E 8241 26.0 PRIVATE R AD EASEMENT PLOT WOODB I - - - - - - - - - NE 14TH PL — — — — — N8852210W j38 — - N011221'E 75020 A " NIK9K�00 0 A/8 V41 AW 328 16.0 PRIVATE R AD EASEMENT PLAT OF WOODB IER WE 14TH CT 0040 ApN g5G N ALEZ JONN 26.0 PRIVATE R D� EASEMENT PLAT OF WOODBRIER t&V7'.YAt 2M�1 NE 14TH — T_-------- O030 Ap E Dlt K 9CNEN Q . Q x _x30 30 ACj1Y OF REN10N UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 w FI • ► IlLmm--mf NE 12TH STREET TRACT H (CR/77CAL AREA) 40 J r TOP OF SLOPE (TYP) 41�.�� 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) 42 ,- • ' - p5,9245LLC APN p42395FRTIF 43 TRACT C \ j OALpAY PR 44 ��� TRACT G (OPEN SPACE) 45 I I o <� _-------- _ I ACCESS _ PUBLIC ALLEY) 31 3233 34 135 36 37 ;� PPNY 42 'PTE305- 5ILLC OALPP hI'll TMENT NO AOJLN0,300262, :n ,� • •^:} T LINE L•L OB22gp00O9 o CITY A F pE LO AN 02005 N NO• RE LL 16 1514 13 I : 112 11 1011 ACCESS' _ I (PUBLIC ALLEY ; ------ -1 -� --- - - ---1 423p5,9AZE5 LLC ApN 0 ASSOCI I OALPAY & 15' TRACT O (OPEN SPACE) 4 3 2 1 PROPERTY I� LINE I •N8800a1 "W 401.15 Uj z SURVEYED: SCALE: BY OTHERS VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVED: HOLL/ HEA VR/N CITY OF RENTON Planning/Building/Public Works Dept. SCALE: 1" = 50' 0 25 50 100 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 WA TER BSBL BLOCK WALL KEYSTONE WALL ROCKERY o EX TREES TO BE SA VED 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 OVERALL SITEPLAN CONSTRUCTION RECORD DRA WINGS 0 O O N N V 0 0 N N N DATE: O 0/111202J F,ELDeo PAGE: DRAWING NO: C1.20 SHEET: OF: 3 93 N v APN 951099TR,C APN gTANOgHN0 0 70 26.0 PRIVATE R AD EASEMENT EXISTING TREE - PLAT OF WOODB IER TO BE SAVED ----------------- () APDOMINIKgK� 16.0 PRIVATE ROAD EASEMENT PLAT OF WOODB IER --- ---------------------- ,0040 APN 95109 AL-EZ JOHN IVATE ROAD GON VT WOODB IER --------------------- gym. 0130 APN 3301 F RENT CITY 0780, 0050 APNJENN10 LC v UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 \rel REVISION SEESHEETC1.22 SURVEYED: BY OTHERS DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI HEA VRIN 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. KEYMAP 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 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 HORIZONTAL CONTROL PLAN N N N Vi DATE O 1011112023 FIELDBOOK: PAGE Nz DRAWING NO: C1.21 0 SHEET: OF: 4 93 CONSTRUCTION RECORD DRA WINGS 50 APN 3 NIFER E jcN ch 'W 4 JS SEE SHEET 01.21 v 53 55 56 I I 57 58 59 / �v / � I I I � � � � 15' BSBL (TYP) ,n ,n in - - - - N i, TRACT L zI T\ �� yI W / y (CRITICAL AREA) 25' 19' AZ 19' 2626' 19' 32 41 'c 1 I \ I V� I p v 25'-- lg' - 1cj --26' 26' -- 1g' 32' 5 WIDE PRIVATE I STORM DRAINAGE 52 49 _ ESMT I / '� >n ►� I 48 >n 46 i) S WATER ESMT TYP I \ v� - ( ) I I 12f89.35, ROAD A = I WATER BSBL (T)P) 54f59.91, ROW 4 ` TRACT M- - /!7PEN SPA CE) „ I 53+oo N89 0103 w RO_W 4 54f00 R=35. 00/ A=895748" ,1 153.91— _9046 L=54.96 �� - -A•'- 16'�= =96'-25UBUC ALLEY N 042305WONG �A I �\ AKANSOON l i SEWER ESMT 12f84.29, ROAD A = l \ - 0 ) i _ (Typ) 307L 00. 00, ROW 3 I II , j I — r 24 27 I I 28 .� 30 I ° 1 I I i 29' 16' rl16' 25 - It —77 77 TRACTA N`--T I (ACCESS & UTILITY),O \ o Imo- - r 30 16' 15' 25' 25' 16' 30' 15' WIDE I ° 20 I PUBLIC STORM I DRAINAGE ESMT � `� I 0 ° 0 I � l 23 22 SEWER ESMT I I 19 18 17 - o o �,"--- (Typ) - -- ,-- 16 t= =115' - f00 9174 - O APN 042p,A188.99 PUONG I o 20' - o, 2�' 21' 26' 20' 35' 18f 11.01, ROW 2 = --------------- _ --------- ------ --- — r--- - 51 f37.96, ROW 4 II T 5 DAME g262 - I 11f41.29, ROAD A = APN 04S30ApWIN- i I I 20f00.00, ROW 2 I l II TRACTN r - r 01 (OPEN 17,P/1 CE) ° I i I a1 0 5 10' UTILITY ' ESMT (TYP) II 10' 20' - 2-1' 21' 220' 10' 78f00 1 T— — 1— — 79f00 r— — —I— ASBUIL T NOTE NE 12TH ST 81-boo Uj Q W 50f 00. 00, ROW 4 = Z 80f 00.00, NE 12TH ST W 2 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 REVISION of 1 fig' 1 �g1 '� i9� �T �x� 6► 41*24.88 20' TOP` OF SLOPE (TYP)\r - (32 END ROAD' I �r J 5g 1 o - 42 - �— 361'I ,4 I SEWER ESMT �, I p 15' BLDG SETBACK (TYP) (TYP) I 1 v �- — 6' �t 15' BUFFER (TYP) — — — N m 0 12' TSOTRACT C042PIESLL APN oER 49 pALPAYR 1 I TRACT C. 1 (OPEN SPACE) EXISANG TREE TO BE SA 1/ED h � — 01 ROWS o = ---I-------------� ----- ------- ---- ---- ---- - 34' I � N8901'03"W 00 ROW 3 ' " o N89 0103 175.50 o ACCESS) I 175.50 P BV A N0058'57'E` 1 - - _16 = _�6' - 25' 119'. \ 5.06 I SEWER ESMT r 30f98.50, ROW 3 = 31f75.50 (Typ) 40f00.00, ROW 3A END ROAD _ N N lii LA Ul I N N 31 32 33 34 3� �n Lt� I pN 0423pER 9ES1 LLO I I I I Fr LLL pA PAY pRo 25' 1 25' 15' 1 NO. I.� II•'I I I': LINE ADJIjLN0-300282' O TRACT B _ ..:: :. I O TON LO 06-LLA, 0009 (ACCESS &UTILITY) • ' N REN 04- 082290 II ': I I ' i I d. `• CITY A N . L No. 2005 31' 15' 16' 25' 25' :. 15 36' 16 15 14 13 I I 12 10 �7�_ SEWER ESMT 21f75.50 I I (Typ) END ROAD �= l - - -15'�- =�6' -25' .r i 25'- ,16' - N89 O1 '03"W 175.50 (ACCESS) I 1 40' 1112-1' 27' 1 1 26' 26' L-J -- I---------- - T� ----- ------ � � _ __ _ ---- _---�--� 0423050 9235 LLC WAITER ESMT (TYP) APN Asso I AY & 0o I WATER BSBL (TYP) DALP II I �1 TRACTO (OPEN SPACE) 4 I 1 O I Y, 15P- Q I I I BSBL of _ �9- — 10' UTILITY - - - ESMT (TYP) 15' 2-I' I� 10* 00. 00, ROAD A = I - 81f89.10, NE 12TH ST _ w Q / W � W z SURVEYED: BY OTHERS DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI HEA VRIN SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM I 1 84�OT 0 85f00 CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP 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 ROCKERY EX TREES TO BE SA 1/ED 0 0 7qY_ INS * ' 5/6/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 HORIZONTAL CONTROL PLAN O O N N N DATE: O 1011112023 FIELDBOOK: PAGE: DRAWING NO: C1.22 SHEET: OF: 5 93 CONSTRUCTION RECORD DRA WINGS 92*44.94, 29.44' RT BEGIN ROAD IMPROVEMENTS 92*56.41, v 9 QTOP OF SLOPE 39.44' RT (TYP)P\P N 951099Tp Pz 0120 99- \ ApNZNITA g5\0 HUO \ I . \� �✓/�_ �I @1 O EXISTING TREE �(\TRACT`( ` \ 26.0 PRIVATE R AU 70f 00.00 TO BE SAVED i \ (CRITICAL AREA) �� \ t EA(TYP) , / PLAT OF WOODB IER ( ) 15 BSBL \ \ _ BEGIN ROAD ------------------ O T- ------------ I ------- N v _ o AP OMINIKgKU DO D 16.0 PRIVATE R AD EASEMENT PLAT OF WOODB IER ApN 95 GOALEZ N JOHN IVATE ROAD X ' VT WOODB IER ---- I•a l . 0030 9510 gcHEN Ap E�D� K I� X x 130 ApN 3 of P,EN �,TY I. 0780-0050 APNJENN�FER LE <Tlyp) 77 78 i SEE ROAD SECT/ON, \ �/ 6' B SHEET C3 31 (TYP) 7.7 79 76 1` 4' WA TER ESMT (TYP) WATER BSBL (TYP) \ ' 75 15 BSBL CJ � Vl,'K STAIRS SHALL BE CONSTRUCTED PER CURRENT /NTERNA TONAL BUILDING CODE. SEPARATE BUILDING PERMIT /S REOU/RED. \`96x \ PEDESTR/AN C .: 81 74 TO SUNSET 10' W/DE PUBLIC \ \ r BL l o • i ACCESS ESMT \ PROPOSED _ 82 10' UTILITY ESMT '� 73 (TYP) 83 \ � i TRACT) 72 J / (STORM DRAINAGE) \ i 17f90.67, ROAD A = \ 171172. 00, ROW 6 \ i \ 84 71 B --__�______� \ - ==J ' •', I ems, ----�------- ----- 85 1 J 8 SEWER ESMT (TYP) 77 87 U- 89 T7?-f87.77 ROAD FX i f ice: 1■01 1�1 I �I I /\ \ (CRITICAL AREA) SETBACK (TYP) 54 55 56 57 58 \ 59 0_ 4 � .' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 PROPOSED STREET \ LIGHT (TYP) 15' BLDG SETBACK (TYP) r 15' BUFFER (TYP) 40 ' TOP OF SLOPE (TYP)\ 41 41*24.88 \ END ROADI SEESHEETC1.24 SURVEYED: SCALE: BY OTHERS AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N LOT AREA TABLE AREA TABLE LOT AREA TRACT A 3109 TRACT B 3254 TRACT J 18967 TRACT N 1750 TRACT C 3250 ROW 5 3076 ROW 4 7898 TRACT H 9089 TRACT K 905 ROW 3 5486 ROW 1 2920 ROW 44679 ROW 2 3110 TRACT G 4873 TRACT 0 3469 ROW 6 7317 TRACT L 11576 TRACT M 24139 1 4157 2 2397 3 2476 AREA TABLE LOT AREA 19 1380 20 1380 21 868 22 868 23 1654 24 1400 25 806 26 806 27 1281 28 1281 29 806 30 1571 31 1603 32 798 33 798 34 1268 35 1268 36 798 37 2011 40 1998 41 1121 AREA TABLE LOT AREA 57 1320 58 979 59 1789 60 2371 61 1151 62 1961 63 1883 64 1236 65 1241 66 1786 67 1528 68 1080 69 1080 70 2679 71 1586 72 1003 73 1544 74 1608 75 992 76 2924 77 2969 `(EYMAP SCALE: 1" = 30' 0 15 30 60 SITE LEGEND PROPERTY BOUNDARY RIGHT OF WAY 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 ROCKERY EX TREES TO BE SA VED Qj 0 civu rrUHu iiwrrrvvciwcivi1:) "NAl 0 5/S/25 o 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 VERnCAL. NAVD 1988 HORIZONTAL- NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SITE PLAN CONSTRUCTION RECORD DRA WINGS O 0 0 O N v O O N N N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C1.23 SHEET: OF: 6 93 N v TOP OF SLOPE (TYP) — � II �� � ��� � •taw - — ��� aaaa� SEE SHEET C1. 23 f A 1 i I / " " A , 'APN ,, " m.im6—�. I I aDAL Nk `i 'REM ml NEW � A / APN 0 ROPER 91 G ESILL 30 a 31 I ' • I DALPAY P —❑— \ — I I TRACTA '•. 4 .' 8 '� 110' s' . ' 20' W/DE PUBL/C STMENT N°. (ACCESS & UTILITY) 5 3 ACCESS ESMT (TYP) AN 3002g2' a ♦TRACT B a , . ' LOT LINELLA, LND 9 Pill — I 2 29.5' (ACCESS &UAL/TY) ..p. , ; I OF RENTON p4'106pS2290p00 1 h I I I 15 W/DE o s GITY N0 LU NO 2005 PUBLIC STORM I ° �, L.L.A REO DRAINAGE ESMT 53' e . II I � d' ; ; 23 22 21 20 19 18 17 SEWER ESMT I' I ♦I ..° 16 15 12 11 10 SEWER ESMT (TYP) �I U (T) I I B I 14 13 _ I B II 18f 11. 01, ROW 2 = I I •- _ = �.: - _ — �4.- ' 51f37.96, ROW 4 -� 9174 I I ACCESS19f00 co 25_V0 ♦ 2 -f (0 d 21f75.50 APNp4I PNUONG --, END ROAD S) e r--- -- --. -- — — --- I I' Ir-- - _ ---- ---- --�-- I ------------ - I TRACT N . I B 35 5 92 LLC g262 OPEN SPA I i 11f41.29, ROAD A = I B APN p4ASSo�IATES APN p4S3�ADWIN (41I I I 20f00.00, ROW 2 I I I LPAY & SAME I I I o WATER ESMT (TYP) DA I• I WATER BSBL (TYP) J ♦e 9 8 �. 7 6 5 1 ::; TRACT 0 e eseL 10' UTILITY I i CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE CURB Q (OPEN SPACE) 4 3 I 2 1 (TYP) ESMT (TYP) I i PER C.O.R. STD PLAN 104.3,, PER C.O.R. STD PLAN 101 Q I : I I CEMENT CONCRETE SIDEWALK INSTALL 3 MAXIFORCE SEE SHEET C3. 42 (TYP) SEE SHEET CJ 42 (TYP) Q I PER C.O.R. STD PLAN 102 _ O SEESHEET C3.42 COLLAPSIBLE BOLLARDS _ _ ; — ° — � J — I I (TYP) PER DETAIL, SHEET C3.43 — I — — — — _ 10' UTILITY — ESMT (TYP) 44. 44 79f79.64, 23.00' LT e — - -< — — - — `n R ♦ t°: : • p .. — — — °' <� ?';.• :• k 83f80.79, 23.00' LT I 78f00 83f88.12, 13.00' L T r� I - �— — 79f00 I o -- END ROAD IMPROVEMENTS 79*71. 91, I3. 00' L T BEGIN ROAD IMPROVEMENTS LU LU Q oz W 050 780 / = V 15 BLOC e APN�ENNIFEP LE / �� TRACT L 53 54 55 56 57 58 59 0_ / (CRITICAL AREA) SETBACK (TYP) 1 I I 4 20' WIDE PUBLICLL- - ACCESS ESMT (TYP)3 QL A. 2 10' WIDE PROPOSED PRIVATE STORM STREET LIGHT ORA/NAGS ESMT (TYP) — — , 52 51 50 49 \-- WATER ESMT (TYP) 48 47 46 WATER BSBL (TYP) B 12f89.35, ROAD A = 54f59.91, ROW 4 — 53 00 N — 54-Y 00 — I / TRACT M o 00 (OPEN SPACE) 9046 APN p42oN5WONG \\ •^-^+— KANSO Q ET O e 'I 12f84.29, ROAD A = I I I I O • I 30f 00. 00, ROW 3 II 1 24 25 26 27 I : 28 29 30 I I , 81foo — NE12TH ST ' C SEE ROAD SECTION, SHEET C.3.31 (TYP) 50f 00. 00, ROW 4 = 80f 00.00, NE 12TH ST UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 82f 00 83f00 00 10f 00. 00, ROAD A = I — 81f89.10, NE 12TH ST _ SAWCUT (TYP) W `(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 PR/VA TE ACCESS EASEMENT — — — — — — — PUBLIC ACCESS EASEMENT UTILITY EASEMENT — — STORM EASEMENT SEWER EASEMENT WATER EASEMENT -------------- WATER BSBL BLOCK WALL KEYSTONE WALL QEQSQBQB ROCKERY EX TREES TO BE SA VfD 0 0 a�pK INS h%�. PERPENDICULAR CURB RAMP PER WSDOT PLAN F-40.15-03 W SEE SHEET C3.41 (TYP) z i ALL Ol/ERHEAD POWER LINES ALONG TH TH THE NORS/DE OF NE 12ST SHALL BE UNDERGROUND SURVEYED: SCALE: VEffn_ BY OTHERS 77D� HORIZONTAL- N DV 1983/1991 DESIGNED: AS NO/LD CITY OF ROLL/ HEA l/R/N RENTON DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: HOLLI HEA VR/N 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SITE PLAN CONSTRUCTION RECORD DRA WINGS 0 O O N v vi 0 O N N N DATE: O 10/1 11202J FIELDeo PAGE: DRAWING NO: C1.24 0 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 / EX/STING OFFSITE TREE TO REMAIN (TYP) _� v TR,C APN 95109 9 0 \\ TOP- 404 00 TRACT �(� TOE. 398.93 v (CRITICAL AREA) PROPOSED BLOCK WALL. SEPARATE BUILDING PERMIT \ 9� REQUIRED. SEE DETAIL, 012� TOP- 404.51 xop SHEET C3. 43 (TYP) TOE. 398.75 ZHITANG TOP.- 403.68 \ TOE- 398.54 \ EXISTING TREE 26.0 PRIVATE R AD TO BE SA I/ED/ EASEMENT k' \ \ \ V A \ V A \ AT OF WOODS IER (TYP) 1� `D� \ \ \\ /�i8 \ \ \ \ "�•• ------------------ �ry \ \ \\ \ �... 398- PROPOSED F/N/SH GRADE CONTOUR \ FF \ (TYP) GF TOP.- 428.5 424.3I 77 4228 \ \ ��? \ �/ I / y' �� \ � �: � EX/STING GROUND `9`Sx0 ---- ---------------TOE. 426.5 FF } \ �,\ \ \ \\ " ;. CONTOUR (TYP) o 4.GF PROPOSED ROCKERY 424 3 78 \ I \ \ \� �� TOP.- 398.19 WALL SEPARATE PERMIT 423.3 \J\ %` \\ \ \ TOE. 402.40 \ STAIRS SHALL BE CONSTRUCTED REQUIRED. SEE DETAIL, \ \ \ \ \ PER THE CURRENT INTERNATIONAL SHEET C3. 43 (TYP) 4 4 3 79 42� 8 \ \ \ \ \ \ TOR- 400. 97 �U/RE U/RED. L DING E. SEPARATE PERMI T 00 0 GF 76 FF \ \ \ TOE. 397.73 \ Q \ N 9510gKU / i 424.3 \ 4258 \ \ \ \ \ \ \ �°.5 \ AP MINIK _ FF GF \ �24 \ \ \ \ \ �0 - \ \ . TOP. 40300424.3 GF TOP.- 434.0 TOE- 40279 TO42D 5 16.0 PRIVATE R AD 7 4258 EASEMENT I TOP. 399.85 Op PLAT OF WOODS IER GF \ FF \ \' \ \ \ ,� 1 TOE- 396.73 - ---------- - - - - 425.3 74 425.8 0 � • ' ..� 70f74.75 FF 81 GF °: TRACT) �;., \ TOP. 399.92 \ END PA VEMENT ;� 427.2 425. E (STORM DRAINAGE) \ \ TOE- 396.73 --------------- TRANSITION o \ o \ r --------- � , TOR- 403.80 I 70f94.75 FF 82 GF CEMENT CONCRETE CURB \ \ TOE- 40J8 -396- /L BEGIN PA!/EMENT 4272- 426.2 20 \ \ PER C.O.R. STD PLAN 101 \ TRANSITION 1 J 6 , / GF 73 FF SEE SHEET C3.42 (TYP) p040 \ qZ 426.7 �427.7 N \ \� • TOP.- 400.64 GAI APN 95 SO�jON ALEZ I' I 42 83 GF / ° • I--- ------ -\ �.. TOE.• 396.33 JOHN F 426.6 :. � GF FF \ sr 9 �� \ O 426.7 427.7 • :' .: ---�- T° g=== \ 02\ �x • 43 2.0 0 TTO E. 428.0 Ilk, IVATE ROAD I ° GF FF I `' •, \ \ \ \ \\ \ `� TOP400.07 O vT TOP.- 430, 0 FF GF o� 426.771427.7 / � �' _ `' \ \ti _ .F • _ _ _ \ \ \ TOE. 395.5> \ 42 WOODB iER TOE- 4JI. 0 7.8 84 427) °� �\ A �• �\ GF CEMENT CONCRETE SIDEWALK FF 85 a - - PER CO. R. STD PLAN 102 427.8 427.3 � � � " >,;.. ° , ; \ \ \ \� \ \ \° TOP: 400.22 17 SEE SHEET C142 (TYP) A / '�00 16- \ J - �_ _ \\� \ � \\\`�, TOE. 394.61GF 0 0 427.8 427) T) . ; . � �. / / / � v �, � - .� .. • ' ' 'moo v .� �` v� \ 0p3o , �Op IQQ� ♦ 4'y \ \�., \ TOP.- 399.24 g510 9CNEN \ 20 r-420� \ - \ \ \ \�'� TOE.• 39J76 \ \ p A EIDI K ;i � . • FF GF � N °.:... GF • 72f32. 00 427.2 7 4277 4272 BEGIN PA I/EMENT • • / '. ° .: • / /' iN2o p , - �c \`\ \ TRANSITION " I I � • ••�'` �' '. •• . � - � '� \ o � �\ TOP. 230.0 FF GF �2� GF 69 FF ;.. '�' ° ' i \ w• \\/ \\� \ *`,� TOP. 398.66 \ 427.2 427.7 426 ' : � � v \ �.A TOE- 392.87 \ TOE. 227. 0 427.2 88 426.6 _ \ \ 9 xo 6 / ,. / g \ •; a �26 X \�\\ -392- - \ PROPOSED KEYSTONE hti GF GF FF WALL (TYP) FF / 426.2 ., 426.2 684277 � � F427.2 89 � \ FF FF FF FF - � \ \ �� � � ' . A I 4278 0 . �. � � - \� °. A ��V� ��\.��� TOE. 392. �1 TOP. 230.0TOP ; ° I 425.5 425.5 425.5 425.5 I ; : I 42781,427.8 ` y TOE. 227.0 I GF FF �. 60 " /j.: 013 o GF 15 67 66 / 65 / 64 63 62 61 330�8 ENTON FF 90 425.E 6' 9' NLj'424 F ( GF GF - _ GF o ; r• \\ (CRITICAL AREA) \l \���1 ' 426.2 427.7� APN Y of R 4272 / .� GF GF GF 427.3 � \ .0424.5 / 425.0 425.5 426.3 26 ,1 CONTRACTOR TO PROI�IDE \ 4 .8 50f83.00 - 50f87. 95,E BEGIN PA VEMENT DITCH FOR SAFE Ol/ERFL0w 114_­-�72f52.'END PA l/EMENT TRANS/TION .TRANSITION •\ / x` \ \ 15 BLDG SETBACK (TYP) \" FROM NEIGHBORING POND ' END PA l/EMENT - 422a • \ \ 5� �� 428 \ ` w�'``e� TO WETLAND ��' TRANS/T/ON �,o - 15' BUFFER TYP / 72f36.95 �\ �n o G \ \ END PA !/EMENT \ 422 e bl . / % /°j / �J - \ _ I- _ , ) \ \\ - - - I--- - - - ` TRANSITION / `O ��ti 51 00 0 �`¢2 1 TRACTL - _ (CRITICAL AREA) / \ ° END PA t/EMENT TRANSITION u.>,:r . FF 40 GF / GF GF GF GF • GF GF GF 429.8 005� 3 \ PN 330� ER �E ! / �\ 424.5 / 425. 0 425.5 426.0 426.8 427.3\ 4278 A IF 15 SLOG , 53 54 55 56 57 �- JENN SETBACK (TYP) 58 59 0 ° FF 41 GF / I i m r� __ I \ o \ °, ' I 'Al 429.8 429.3 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SEESHEETC3.02 SURVEYED: SCALE: SY OTHERS AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR �PRovm: ROLL/ HEA l/R/N KEYMAP ` N 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 I/ED ^ SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COvfRED WITH HARD SURFACES, PER C. 0. R. STD PLAN 264. 00. SEE SHEET C142. TOP- 391.98 ZONAL ° TOE- 391.72/1000 � op 5/S/25 CIVIL ENGINEERING \394� HORIZONTAL- N D 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 GRADING PLAN CONSTRUCTION RECORD DRA WINGS N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C3.01 0 SHEET: OF: 12 93 Z ti O Z O 05� APNFp, j�NNIER ;7� ~� I N O T 00 I a ry \ \W I T. W W / APN 042ON5W0Ns6 KANSO APN 0 30ADW N 2 CAMES EX/STING OFFS17F TREE TO REMAIN (TYP) APN 042E M OY9VO4 PNUN TRACT N (OPEN SPACE) INSTALL 3 MAXIFORCE COLLAPSIBLE BOLLARDS PER DETAIL, SHEET C3 41 78f0079*00 \ CEMENT CONCRETE CURB PER C.O.R. STD PLAN 101 SEE SHEET C3.42 (TYP) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 PERPENDICULAR CURB RAMP PER WSDOT PLAN F-40.15-04 SEE SHEET C3 41 (TYP) 5' W/DE CURB CUT ON SOUTH SIDE OF NE 12TH ST FOR PEDESTRIAN CROSSING fre l SEESHEETC3.01 FI fiNN • ► 8J1,00 NE 12TH ST SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ HEA VR/N PER C.O.R. STD PLAN 128, SEE SHEET C3.42 (TYP) SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY x \\ 3 �\ 9 �;5BLDG SETBACK (TYP) li TOP OF SLOPE (TYP) \4 15' BUFFER (TYP) —40 \ 11 042305�TIES5LLp �\ 4DAY PROPER EXISTING TREE TO BE SA VED (TYP) 9 PARKING STALLS TO BE ADDED FOR THE SITE. ALL STALLS ARE 9 FEET WIDE AND 20 FEET DEEP. DEPTH /S MEASURED FROM THE ROW EDGE. 31 f 05.50 END PA VEMENT TRANSITION 42305�90S1LLG APN PRpPERTIE / D ALP AY E ADJUSTM 300282, T UN LN - ON LO 6,LLA, 00 Y OF RE�UA,042o05p82290 �1 �.A N REG. NO' N d I 21 *05.50, 6. 00' L T END PAI EMENT TRANSITION I� VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 235O� ATES 35 LLC APN 04 DALPAY 'Sc AS PROPOSED FINISH GRADE CONTOUR (TYP) CEMENT CONCRETE SIDEWALK PER C.O.R. STD PLAN 102 SEE SHEET C3.42 (TYP) EXISTING GROUND f CONTOUR (TYP) ' "—PROWDE TYPE 3 BARRICADE AT END OF SIDEWALK 1�--_ _I 84f01 0 85f00 CITY OF RENTON Planning/Building/Public Works Dept. `(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 (--r EX TREES TO BE SA l/ED SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COvfRED WITH HARD SURFACES, PER C. 0. R. STD PLAN 264. 00. SEE SHEET C142. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 GRADING PLAN 10/111202J PAGE: C3.02 SHEET: OF: 13 93 0 0 O N N CONSTRUCTION RECORD DRA WINGS Z ti O Z O M v R/W 10' 1 5' WALK 1.59 MAX CONCRETE SIDEWALK PER C.O.R. STD PLAN 201 (TYP) SEE SHEET CX.XX PROPERTY LINE 11.5' ROW MA 1 :, 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/ER77CAL CURB AND GUTTER PER CO. R STD PLAN 101 (TYP) SEE SHEET C142 PA WMENT SHALL FOLLOW ARTER/AL COLLECTOR PA l/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' R/W 53' >0' ESMT ROADWAY 0.5' 0.5' 10' 10' 6' PARK/NG 8' PLANTER 5' (WHERE (WHERE SHOWN ON SHOWN ON PLANS) PLANS) 1.57 MAX //\//\//\//\//\//\//�i/�/\/\//\//\//\//�/i 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 GRIND AND 0Vf-RLA Y AS REOU/RED. R/W EX N13.5' N16' 29 ASPHAL T PA I/EMENT PER SURFACING SECT/ON, THIS SHEET (ROW 1 - ROW 6) SECTION B-B SCALE- 1:5 (NE 12TH ST) SECTION C-C SCALE- 1:5 (NE SUNSET & VD) SECTION D-D UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ SCALE 1:5 70rej EXISTING PA Vf-D ROAD J0' SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N 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 FINISH GRADE AS - SHOW ON PLANS 4" HOT MIX ASPHAL T (HMA) CLASS 112" 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 DATU M 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 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD SECTIONS 0, 0 0 0 N N N DATE: 0/111202J FIELDeo PAGE DRAWING NO: C3.31 SHEET: OF: i:--i 14 93 CONSTRUCTION RECORD DRA WINGS 'W 4 JS N v I 426.77 / / 2 09 0, / R�5 • ICI / 426.41 R - J /. /19 424.59 0 ROAD A � O N I � / 424.59 0 \ \ 425.85' / I / 427.1� / / RD / i 2V, I a° • I d I GRADING DETAIL #1 426.35 / d� 42704 N Q \ 427.09 1 R25' r l / a \ a) 426.8 / 426.7 '42670 FACE OF CURB / ��d o 4-9& 675 \ ELEVA77ON (TIP) / 426.72 426.66 / 426.84 090 50 00 F?OW tV O \¢28 426.91 \ 426.72 J.1 q 42762 \ � 4' 7 I d d o� SFr 427.77 RD_ 42775 5 427.87 / o / clot II o o 428.69 \ / / 42 0.4X 8.20 \ 42 \ _ �I 16 d / \ 26 / GRADING DETAIL #3 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 a rc d I • I� I 422.41 r423. 02 421.70 . I d ° I$ 421.15 421.27 a 421.81 I 4 is • I 421.72 / I 421.69 \ 4ft 6y \ 421.75 m, 421. 17f0 421.69 \ \ �904,0 4 422.92 422.791 / 423.00 / 421.50 1 422.51 J _ -¢2O_ 422.95 '. 76 421.87 I \ • d 422.00� 422.63 \ -422.02---, � \ 423.26 \ 423.15 \ 423.76 \ 42J 54 \ 416 d \ v \ i GRADING DETAIL #2 I TRANSITION NEW ASPHAL T TO I EXISTING. NE12TH ST I 84f 00 DETAIL OY DETAIL 14 KEYMAP A SCALE: 1" = 10' 0 5 10 20 SURFACE LEGEND - 400 EX/STING GROUND CONTOUR MAJR 402 EXISTING GROUND CONTOUR MIAR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR MINR 5/S/25 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 GRADING DETAIL #4 SURVEYED: SCALE: _ BY OTHERS AS NOTED HORIZONTAL- NAD 1983/1991 CITY 0 F TOWNS ON 12TH DESIGNED: 3916 & 3926 NE 12TH ST, RENTON, WA 98056 DRAWN: HOLLI HEA VRIN RENTON MARY MOORS ONE INCH DATUM VASsiv CHECKED: AT FULL Planning/Building/Public Works Dept. GRADING DETAILS HOLLI HEA l/RlN IF NOT ONEE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLLI HEA VRIN O O O N N Pz H 0 DATE: 1011112023 FIELDBOOK: PAGE: DRAWING NO: C3.32 SHEET: OF: 15 93 CONSTRUCTION RECORD DRA WINGS 'W M v 1 I \ fIIIlIIg�lIII I 429.83 08X 430669 \ V 34 12X o R2 \ .-R i 430.88 429.9G 10 430.52 0� 76 430.94 I �' 4 ROW 4 N O / I \ a� 0 J04 00 1430.94 430.55 430.57 -RD 429.86 C I / th 430 J8o I � I L An 129 429 59 I 429.45 . 00 t42 ROW 3 I 429.543 0.811 2157 429.5 bt 42964 �I I / 4JO22 I I 430.30 \ II \ III \ 7 I � I .--I GRADING DETAIL #5 I L° �J j III � I 42919 08 42922 A%7 44X TLTTt 428.51 'oT RD� I 428.32 42 429.25 RD- 428 63 I FACE OF CURB `o ti 430.15 / 1. 59 7. 39 � ELEVA 17ON (TYP) � S.19' 427.98 - 429.32 0 42818 RO 2 a° l -° 430.15 159' I ' ROW 1 429..07 429. 0 1 42 427. 98 428.38 7.30 \ 4 0 2.90 428.27A� /o b% / 428.18 °°°°°°°°° 428.22 2 � 424 73 -0 ;- f. 428.82 I / 48X ; I 426- / � o 0 GRADING DETAIL #8 M � 28.18 1428.27 i I� II RD RD RD RD 428.36 427.9> / / 428.71 I , / 426.6011 ROW 3 I a I ° ° i0 RD R RD--IRD RD RD / --- Z s -_-- -- =-� I RD* RD UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 GRADING DETAIL #6 434.92-" 435.05 i 42J 435.16 ° INSTALL 3 M, COLLAPSIBLE BOLLARDS PER DETAIL, SHEET C3.43 434.93 435.05 d d ° _ 00 h NE12TH ST GRADING DETAIL #9 64 \-434.45 I I I 11 II 1 I 437.99 0l II I I \\ III \ III i l � ° 437.49 ROW 2 437.52 - 437.52 �I 437.37 I RD d r-- ° I 437.57 \�I o Ali of I I �I GRADING DETAIL #7 GRADING DETAIL #10 SURVEYED: SCALE: BY OTHERS AS NOTED DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLLI HEA l/RlN HORIZONTAL* NAD 1983/1991 CITY OF RENTON DATUM VASsiv Planning/Building/Public Works Dept. tiF SGti sFr 0 DETAIL 16 DETA/L 17 DETAIL 15 DETAIL S _ _ DETAIL 18 E 12TH S DETAIL 00 KEYMAP A �� SCALE: 1" = 10' 0 5 10 20 SURFACE LEGEND 400 EX/STING GROUND CONTOUR MA✓R 402 EXISTING GROUND CONTOUR MINR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR MINR 5/S/25 1100010- CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425516 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 GRADING DETAILS CONSTRUCTION RECORD DRA WINGS O O N N DATE: 0 1011112023 FIELDBOOK: PAGE: DRAWING NO. C3.33 SHEET: OF: 16 93 rAt Z ti O Z O M v LANDING GRADE BREAK SEE CONTRACT PLANS - 4'- 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAi N F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB (- MEASURED PARALLEL TO CURB (TYP.) A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - 4'-0"MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I V, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - iiiiF.......... * * / SEE CONTRACT PLANS u, CURB, OR CURB AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 I PLAN VIEW TYPE PERPENDICULAR A 4- 0" MIN, 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. MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- 0" MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I(TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I v, Contract Plans for width and placement of sidewalk. w 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. :. r..:...... / 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 cuR6 - 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. CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC, PLAN VIEW TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 15- 0" MAX. (TYP.) GRADE BREAK _I SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 * GRADE BREAK LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 _7� 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'-o" OVER C-4" TO T-9" MAX. TO 7'-9" MAX 6'-0" MAX. I C-0" VAX I 2"0 STD. STEEL PIPE -WELDED JOINTS 1'-9" 1-1 /2"0 STD. SI r. EL PIPE tl.7� 12"-J 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 HOT DIP GALVANIZED AFTER FAGMCATON_ 2. ALL POSTS SHALL 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 5TD• '5T _EL PIPE POSTS -A CONIC. CL3000 �A + COMPACTED SJBGRADE GOLD JOINT MEN NOT CON'STRUCTI;Q INTEGRAL MTH CONCRETE 'BALK 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 r l " 13 I. DETAIL A 4" DIA, 18 GA. GALV. STEEL SLEEVE TEGUL MINERALEAO OR EPDXY GROUT 3WR DETAIL B NOT TO SCALE STEEL PIPE HANDRAYL FOR SIDEWALK 4 a ADOPTED CITY OF 1tE)'11'ON 4 4 5ThNF3ARP plhNs LST DATE: D4/D4 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ NO. 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 of WA28680 Syl) ®�tt C I S T ER�o ti��sv "7®NAL ��Cs 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' STATE DESIGN ENGINEER Washington State Department of Transportation MaxiForc&111 Collapsible Bollard Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base BI Abo\ C 7 Belo 51, eight P; 0 d Q o 6 po D -< 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) Reflective tape available upon request MINN•► 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 tr nut 1/4 turn to unlock and low( the bollard. (1-3/8" nut standar( *Free standard hydrant wren included with each ord EZ Base may be cast in place (no tripping hazard) or .... +�IIerV hr.le.- SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA l/R/N DRAWN: MARY MOORS CHECKED: ROLL/ HEA l/R/N BY DATE APPR APPROVED: ROLL/ HEA l/R/N 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 561bsy Slbs MaxiForceT'" Traffic Control Bollards Drawing Rev. Created 7560 Main Street 1 11/2/2009 a 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 TECHNOLOGIES, Model I.L.C.CSW-SS3-EZI.L.C. ANY USE OF THISHIS DRAWING G OR THE INFORMATION CONTAINED HEREIN FOR OTHER THAN THE PURPOSE FOR WHICH THIS DRAWING IS SIZe File Name MCSW-SS3-EZ FURNISHED IS FORBIDDEN. Scale NA DO NOT SCALE DRAWING I Sheet 1 Of 1 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM C CITY OF c RENTON Planning/Building/Public Works Dept. 5/S/25 on CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING �Zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD STANDARD DETAILS 0 O O N ti DATE: zit 0/111202J F,ELOBo PAGE DRAWING NO: C3.41 SHEET: OF: :_J 17 93 CONSTRUCTION RECORD DRA WINGS r� Z ti O Z O M v FACE OF CURB _ B 1 )2"-' 5 112' 1- 1 P2" R. 1' R. 1d t I TOP OF 1P1"R. ROADWAY 1 1 1' G• �T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE IA2 124 -40P OF 112" R. ROADWAY j io 1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS PREMOL DEC JOINT FILLER E FULL -DEPTH EXPANSION JOINT s" _ CEMENT CONCRETE Ix R. 1-R SIDEWALKRAMP vAFiiES OR LANDING FROM I G'TO0 4 E 319" PREMOLDPD JOINT FILLER GEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CUR13 SEE DEPRESSEo CURB DETAIL THIS SHEET 1L24 TOP OF T 1 1• 11T R. ROADWAY 2" j � Y 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1041 FACE OF CURB 5 ire 5 ir- 1- t�2 f2. 1-R FACE: OF ADJACENT CURB I TOP OF • `� ROAUwA Y GUTTER SU RFACE I r CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 rot curb oxpanslon and contraction 1pr1t *n13ng. L Elpansion Wra shalt he FLIJI depth, 3f8' (ln,I premaided Joint Clio. 3- For OWna6md Monolilhia Driveway CurD $ Gutter Section, 5Ue Standard Pl,1n 1EA.2 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS J E a • r- . •l la' f r L��z+ �J.I.•'1 s r g,�rulux a-r-I rr. LI i 1 f r �r rr ri '�� r.aY■�rtr � " r A.YIL*W Yi3iaest� EIF.+•L�Z •I •`bvy,"t•• rr Lu y P s4+r �>E,r- MEAT wwM■A/■P§Mf9A 5"- C,�1I I� arm aa� ��uc`rea � te-r r ti aJ r 1��r,r two r-fm F, 'a T! •SiL'rT df •ti 'Fir Lm--m" Pip I ALL �PIEl�,� PIP Evoil �eEEr�aE (m-E III II ih,.■ TVPII Fig 111064TRIC - : may. a',y. W r lei 411111111 1 CLEMENT C ONCRFTC DRIVEWAY PUBLIC WDffs EFITRAF C; E L TY P E R 11111 FOR NOTE 81fI3L FILM 104 2 3/8- PREMOLDED .JOINT FILLER (TYP) FACEOF '_ S CFJ4iERLINEOF FRAME 6 OR/1TE CURB 6 1 V 13- 1/? R. 1" R. MATCH ROADWAY SLOPE D !L In { c . • D 11. R. iREECESS N O". •s •p � D 5 D D D SEE NOTE 2 /B'R X 5/87D DUMMY JOINT SEE NOTE 2 - 0- 2' - 0` 10 l I I CEMENT AND Gcor UTTM PLAN VIEW FRAME AND eRATE -NOT INCLUDED IN CURB AND GUTTER BID ITEM TOP OF - .ROADWAY ADJUSTMENT SECTION-NOTINCLUDED IN CURB AND GUTTER BID REM CATCH SUN - NOT DIOLUOED D . IN CURB AND GUTTER BID ITEM • D 'D SECTION O GENERAL NOTES: }� ` 1. The Intent of this design Is to Witate the removal ~ :� of a catch basin with minima{ disturbance r of the Curb. 2. The expansion joints of the adjacent etdewalk shall be -adjusted to be In ;If - line with these curb t 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") ISOVF_ VIEW a 141/ CEMENT CONCRETE CURB• PLAN - 101:1 INSTALLATION AT PRO D: CATCH BASINS Raw DAIff PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 D J�Jjj��ryj��W�& GRASS: SEED OR SOD OPTION 1 - NO DISTURBANCE PLANTING BEDS 0" 8" TURF (LAWN) AREAS UNDISTURBED NATIVE SOIL 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 / � /�\�\ �j\� SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER �� ��� \� �� /���1 COMPOSTAMENDEDSURFACE) FACE) �� � ��\/ / ��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 WOOD CHIP MULCH, SEE STD. PLAN 262.60 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX GRASS: SEED OR SOD 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. 12" 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. I I OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) AO=STD. PLAN - 264.00 • PUBLIC WORKS URIAPPRED: DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 P„nn� wo,x: Adm�o,:naro, DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 0" 6" 6. RAISED EDGE DETAIL 1 "p 6 SIDEWALK LEVEL .J in' EXTEND SIDEWALK TRANSVERSE 1' • 0• i' - 0• 3/8• (IN) PREMOLDED JOINT FILLER V2• (IN) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2.0% 1 Irr (IN) R (TYP.) ;1 FOR CURB DETAILSeD •► •`• I 1.5% //DETAILS STD PLAN 101 rr 1• (IN) R. f • Q��. �, ?•'r "" .'�, =SEC pa - • ��.. .=,ROADWAY /ERUSHGD ROCK BAS Yf' ♦ v'.Snr�t. SEE RAISED EDGE ----- 1'-0' SIDEWALK DETAIL -THIS SHEET TYPICAL UNDER • CRUSHED SURFACING TOP COURSE(CSTC) CUT MIN. SIDEWALK OMPACT TO 99% MODIFIED PROCTOR -L�� SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY iPl' IN (TYP.) ENGINEER) TYPICAL UNDER ALL CURB, ( ) R. GUTTER 6SIDEWALK. CSTC UNDER 2.0% 1 „ FOR CURB DETAILS CURB 6 GUTTER TO BE 6' THICKNESS OR 1.5% •� SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK BASE. WHICHEVER IS GREATER (TYP. FOR Y.s, pH R-•T'srf . ' -•�•'-�!'! ALL CURB d GUTTER) ' •� 1 FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE 2'-0" SIDEWALK ADJACENT TO CURB 1' Or V Or I MIN Lt�,_ ' (IN) R. (TYP.) 9;1�NG FOR CURB DETAILS �?� _2.0% 1.5% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN "` S� •,"`�``7r ' ~j•: RAILING FOR CURET DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER / I 1/2' (IN) R. (TYP.) / I SIDEWALK FLUSH /HV 1.5X '�•'v' •'•-'-te. ••r,�� 112' NM) R. VERTICAL WALL - . SEE DETAIL 318' (IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL " 8 (IN) PREMOLDED JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL DEWALK SI(SEE NOTE 10) ECTIONS S1/2' (IN) R. 1 (TYP) FOR CURB DETAILS 1.5% 1_5% MIN, SEE STD PLAN 101 BROOMED OR MATCH fINIEXISTINO r " O 4• WIDE. SMOOTH rJ` FINISHED GRADE 10 TROWELED PERIMETER ' (IN) BELOW TOP OF CONCRETE o, � SURFACE FOR PLANTING - FLUSH IF PAVED tor, 0• (FRB ANDONCRETE GUUTTERS ORWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS SEE STD PLAN 101 sl) o" do? z 1/8' TO 1/4' NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian INNS EW�ONLY ',����a�0 accessible route IPAAI free of vertical ► • R and horizontal obstructions. Gratings, Access 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� 3W C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL .)1., 2. Monolithic Cement Concrete Curb and . �� r0'• Sidewalk Is not permitted In new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. I ' 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 • PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK „e6,6r 10417 16"WHITE THERMOPLASTIC D*M. THERMOPLASTIC/PAINTED ST 4PUBLIC WORKS PARALLEL CROSSWALK APPF DEPARTMENT 128 DA1TE / t� . 9 n' WIN .., ..,.. �EXISIING ASNHP 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 O PUBLIC WORKS -` DEPARTMENT SURVEYED: SCALE: BY OTHERS VERTICAL: NAVD 1988 AS NOTED HORIZONTAL- NAD 1983/1991 CITY 0 F DRAWN: DESIGNED: U HOLD HEA l/RIN RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLLI HEA WIN IF IS ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: HOLLI HEA l/RIN CURB AND GUTTER REPLACEMENT DETAIL STD. PLAN - 103 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD STANDARD DETAILS CONSTRUCTION RECORD DRA WINGS 0 O N N DATE: O 0/1111202J FIELOeo PAGE DRAWING NO: C3.42 SHEET: OF: �_] 18 93 `W 4 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 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. FENCE OR HANDRAIL AS REQUIRED SWALE FOR SURFACE DRAINAGE CONTROL �H/3�' IN. \ _ 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�-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) 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 `f-s.-r, � GEOGRID (SEE REINFORCING SCHEDULE) 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) LAYER 2 - - - - - - - GRANULAR FILL COMPACTED TO 95% n OF SOILS MAXIMUM DRY DENSITY PER _ ASTM D-1557 MODIFIED PROCTOR (SEE NOTE 10) LAYER 1 1' - - - - - - - - - - - - - - - (MIN.) 4" DIAMETER PERFORATED PVC -77- -. , , ,___v - DRAIN PIPE TAKEN TO APPROVED _ - =' I POINT OF DISCHARGE 6" I--- - 3' 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.) REVISION 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) GENERALNOTES 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. SURVEYED: 8Y OTHERS DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI HEA VRIN AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM FENCE/RAIL WHERE REQUIRED n 2(MAX) �I 1 SEGMENTAL BLOCK 8"X18"X12" OR I I EQUAL II it „H" 1 32 LAYER 6 - - I 12" MIN. COMPACTED STRUCTURAL �. BACK FILL ABOVE DRAIN COLUMN • , U LAYER - - - - - - - - - - _ GRANULAR FILL COMPACTED TO 95% OF SOILS MAXIMUM DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR (SEE NOTE 10) LAYER 4 - -f 12" MIN. COMPACTED 112" 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 - 3' 1 COMPETENT NATIVE SOILS 5/8" CRUSHED ROCK LEVELING PAD (TYP.) OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) CITY OF RENTON Planning/Building/Public Works Dept. 1 _ (MIN.) 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425519 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD STANDARD DETAILS O O O N N N V1 zit DATE O 1011112023 i7LDBOOK: PAGE INC DRAWING NO: C3.43 SHEET: OF: 19 93 CONSTRUCTION RECORD DRA WINGS Z ti O Z O O O v SEE SHEET C4.07 (ROW 6) W --i EX/STING 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) l� SEE SHEET C4.09 (NE SUNSET BL VD) CONNECT TO EXISTING CB SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ HEA VR/N SCALE: SEE SHEET 04.02 (ROAD A STA 15f00-END) SEE SHEET CA 01 (ROAD A START-STA 15*00) NE 12TH ST AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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) W I N l 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 Planning/Building/Public Works Dept. 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COMPOSITE ROAD & STORM DRAINAGE PLAN 10/111202J PAGE: C4.00 SHEET: OF: 20 93 O O O O N v 0 O N N CONSTRUCTION RECORD DRA WINGS Z ti O Z O O v EE SHEET C4.06 STA. 13t56.81, 9.25' L T TYPE 1, 7QhW *29:ff' 428.53 6" If /N 4z-29 E,r(W) 425.53 12" 1E OUT -4z-15 lzr (E) 425.13 SEE SHEETS C4.10-C4.11 FOR STORM SERVICE DESIGN (TYP) m/ AQnAnccn 1'Aenc 9%, V 430 L� I W W I I QO� 420 W Z I V I Q 410 I I ,5/A. 7gt7U.bb, U.UU TYPE 1, &M 436if 429.49 12 If IN 0 (W) 425.89 12" /F OUT -4,9610 (E) 425.89 15+00 14+50 14+00 13+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 ffbl-�`29-4;7 429. 00 C4, 03 'T #Z/ YZ 12 If IN -4z` * 9-; (W) 424.95 12 lE /N 422;50-(W) 421.52 12" 1E OUT 4z-4:9-;(E) 424.95 12" If /N 0-a;� 39- (S) 421.52 12" 1E OUT4z-�F56 (E)421.52 STORM CLEANOUT PER C. O.R. STD DTL 226, SEE SHEET CA33 (TYP) STA. 10t66.00, 9.25" RT TYPE 1, VANED GRA TE A'M 4�- &9-427.01 6"IE/N 42. ) 12" If OUT Of A (W) SEE SHEET C4.O8 SEE SHEET CB 14 C4.08 STA. 10t66.00, 9.25' L T TYPE 1, VANED GRATE fr9- 426.73 12" If IN :9 (E) 423.33 12" /F IN Ago * (S)-423.28 (SW) 12" 1E OUT (N) 423.28 13+00 12+50 12+00 11+50 NO. I REVISION I BY I DATE I APPR 11+00 SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N APPROVED: ROLL/ HEA VR/N PROPOSED FINISH GRADE CONTOUR (Typ) EX GROUND CONTOUR (TYP) 10100.00, ROAD A = 81*89.10, NE 12TH ST PROPOSED STREET LIGHT (TYP) 10+50 SCALE: I AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10+00 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM m 430 420 410 CITY OF RENTON Planning/Building/Public Works Dept. `(EYMAP SCALE: 1" = 30' STORM LEGEND STORM PIPE STORM SERVICE STORM EASEMENT EXISTING STORM PIPE STORM PIPE 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. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,CORE PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425521 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD & STORM DRAINAGE PLAN & PROF/LE ROAD A (START- 15+00) CONSTRUCTION RECORD DRA WINGS 0 0 0 N N 1 N ti DATE: O 0/111202J FIELDeo PAGE DRAWING NO: �ijh C4.01 SHEET: OF: 21 93 N v 17f 90.67, ROAD A - 71172.00, ROW 6� CATCH BASIN TYPE 2 PER C. O.R. STD DTL 201, SEE SHEET CAJJ (TYP) EX GROUND PROPOSED FINISH CONTOUR (TYP) GRADE CONTOUR (TYP) SEE SHEET C4.09 PROPERTY LINE (TYP) STA. 16f87.37, 34.37' RT \ ---------- - _ _ __ TYPE 2-48'; \ �\ TRACT) -frY>t� 420.39 . ; (STORM DRAINAGE) 12" lE IN fr(SW)414°39 74 = __----- =9-= 12" 1E OUT S (NN) 414 J9 - � SEE) VAUL T- LA-N,- EETS C� J1 12" IE-4�Vv ' \ �o \ SEE SHEETS C4.10-C4.11 i SH32� 10 413.99' FOR STORM SERVICE LINE 73 & C4.\ DESIGN (TYP) a 1044 SEE SHEET 72 0.04� 10 UTILITY C4.07 EASEMENT (TY,P) 71 Pruj IN STA. 71f77.00, 0.00' I �Y TYPE 2-48" \ 0 85LF$StF 12" PVC ff� 426°20 ° @ 649 0.0332 12" 1E /N 4i;x;q- : (N) 417.80 12" IE /N z(5) 417.80 � ` 70 6 /E IN04. Oz (NW) 418.30 12" 1E OUTTW-47- (E)41780 SEE SHEET C4.07 69 430 420 410 STA. 17405.22, 5.00' L T TYPE 2-48 ; 421.22 68 12" IF IN fir. 99 (W) 414.97 12" If /N 4*.BB-(SE)414.97 12" 1E OUT-4*49 (NE) 41497 TRACT M (OPEN SPACE) CA TCH BASIN TYPE 1 PER C. O.R. STD DTL 200, SEE SHEET C4.33 (TYP) 0 ROAD � (TYP) 18+50 18+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 �O \� 810-POD FOR WATER QUALITY, SEE VAUL T DETA/L SHEETS, -396- C4.31, C4.32 & C4.34 STA. 15f95.35, 16.15' RT TYPE 2-48" SOLID LOCKING LID �-18" 18" 1E /N �r(E) 416.40 18" lE OUT r (N) 416.40 44LF �� I�iQ � � \ \ \`� �~ =45tF 12 PVC P=�===_ _ - - �_- = 1 .�1- �F 18" DI '� . CB 2 \\� \`. 0 p 29 16f6G�95 0-19 i994 �� \ \``�� STA. 15f55.04, 16.15' RT CTR CD-9\ 10.1 79L 18" If /N 0166W (SE)416.62 18 /E OUT 0166W (W)416.62 EX OFFS/TE TREE NK TO REMAIN (TYP) V / 420-,,4- ° ate' r 1k`LO •q,- - TRA CT H - � . ` 1^�"'* . • • i c32 (CRITICAL AREA) � PROPOSED • •�'. � � CB 4 STREET LIGHT _ - (TYP) � \ / � o o' STA. 15f 13.09, 16.15 RT _ = y TYPE 2-48'; 66LF-66tF 18" PVC E �""�.,-4� 424.95 64 63 ° 0.0050 @ 000. N �1 N 04, 01 18„ IF /N�¢ (5) 416.90 61 � 60 MATC E ET 18 /E OUT A1�T7�ZT(NW) 416.90 STA. 16f55.74, 43.94' L T E TYPE 1, 5E I,Mblr-4__.I0-421.77 6" IE /N 0-(5) 419.42 12" lE OUT-4 �9:28- (NW) 419.07 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) m --_ 9L 12" DI ®�B-944¢ 0.012 � o � 1�9 VAUL T) - 18" lE 413.56 i 12 " /F 414. 06 _ cl- I I I nl ^ � L �I _-7- i 54LF REF 18" PVC PROPOSED ELEV. 0 ROAD � (TYP) 17+50 17+00 16+50 16+00 15+50 SURVEYED: SCALE: BY OTHERS AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R L/ HEA l/R/N SCALE ACCORDINGLY ROL 1 440 I I 0 v G I s 430 � W �w vi 420 V 410 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM KEY 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. 5/S/25 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 0 0 N N 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 CONSTRUCTION RECORD DRA WINGS Z ti O Z O 450 „m 430 420 STA. 19f66.50, 0.00' TYPE 1, SEE M0 4'+429.40 426.55 6" /F /N A*T 4 (S) SHEET 426 55 6" 1E /N 4-4 04 (N) PROPERTY LINE 12" /F OUT -fir. 64 (E) (TYP) C4, 05 425.80 23 22 21 20 I' 1�1,19 18 17 I EX OFFSITE TREE L TO REMAIN (TYP) 18f 11.01, ROW 2 =01 51 f37.96, ROW 4 ORION MAIN APN 042E MYgVO4i� - o z d PHUON I y TRACT M `L (OPEN SPACE) 171LF -F 12" DI ® 9.• B6-,qB- 0.0085 I 9 8 SEE SHEET TRACT N C4. 05 (OPEN SPACE) 1 ®�117�III� SEE SHEET C4.01 � 1 l N�{IN OI/ �a F o SEE SHEET STA. 11f41.29, 8.35" L T '; C4, 01 TYPE 2-48 ift 4-98 59.427.92 12" 1E /N 4,49 66-(W) 421.52 12" If /N 60 (S) 421.52 12" If OUT 1111 #B- (E) 421.52 PROPERTY LINE PROPOSED STREET (TYP) LIGHT (TYP) SEE SHEETS C4.10-C4.11 EX GROUND CONTOUR (TYP) 10' UTILITY FOR STORM SERVICE LINE CB EASEMENT (TYP) DESIGN (TYP) ✓O STA. 21,4665.02, 0.00' 16115 14 - I - TYPE 1, VANED GRATE 1 1 I ! 1 �4fM 4z'3.-9-� 423.20 .. 20f 00. 00, ROW 1 = ' 13 I , 6" If /N -�-99 (S) 420.60 �� 11 f 41.29, ROAD A 11 10 6H 1E IN �.� (N) 420.60 I C12 C-900-v-i'i'-sir 0.0928 II 1 � 8" IE /N-4z-B. 6 (E) 420.36 24LF 151LF �� 12" 1E OUT �,r (W) 420.15 12" Dl21 �._�I f75.50 0 _ I END ROAD STORM EASEMENT 3 30A 21 �00 _ STA. 21f84. 69, 0. 00' ROW 1 N T�423.58/NG LID 16LF a - REF 8" D/ 8" lE /N 420.86 (S)420.88 ®� _ 8" lE OUT 420.86 (W)420.88 a. 426 I TRACT O 10.0320 I / 2305, TES 103LF „ 04ASSOOIA I (OPEN SPACE) 69 1B4EF 8 Of i I! 0.0108 CATCH BASIN TYPE 2 SEE SHEET C 3 (TYP)1' 4 ! 3 �� I 2 1 SEE SHEET C4.08 FOR PROFILE I I PROPOSED FINISH 0 11 CATCH BASIN TYPE 1 GRADE CONTOUR STA. 11f4129, 16.15' RT PER C.O.R. STD DTL 200, (TYP) SEE SHEET C4.33 (TYP) TYPE 2-48'; Ift 2' 427.92 STORM CLEANOUT 15 STORM ESMT 6" If /N 424 97 (SE) 421.92 PER C.O.R. STD DTL 226, 12 If /N z (E) 419.22 SEE SHEET C4.33 (TYP) 12" 1E /N A1�(W)419.22 15" IE OUT0:9 111 (N)418.97 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. HIGH PT STA: .. 18f33.49 . . . . . . . . . . . . . . HIGH PT I L: 437.51 PW STA: 18*50.00 PW EL: 437. 98 60.0 VC . . �^ �h 18f 11.01 = ROW 2 �i �i Lu Lu 51f37.96 = ROW 4 EL: 4J7.20 PROPOSED GRADE EX/STING GROUND .00A, 0 ROAD (TYP) ® ROAD (TYP) � N mhrn o . c� ., W . 1? \ . .O . O�j�G� . c.� . °e NN N o�NN PROPOSED ELEV. 0 ROAD f (TYP) RO 2 o EX/STING ELEV. HOR/Z. SC E. 1 �� 30' 1 N L j W W L W I W ® 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! 811 h o Q PROPOSED GRADE s N W 9 ROAD f (TYP) W In 1 EX/STING GROUND mo"� oQ W \ 0 ROAD (TYP) o . . . . . 18LF . f7EF 8 Dl 0. 0.0320 . . . . . . . . . 151LF -1�5z''EF 12" DI 0.9.-8859- 1 O 0.0062 N N . W = W O o C3 _�IW�, z . . . . . . . 0000 �0 __ o ��a N PROPOSED ELEV. . 0 Q Q o a 0 ROAD f (TYP) RO 1 EX/STING ELEV. 9 ROAD f (TYP) HOR/Z. SCALE- 1 "=30' "-5' �' ��" � � W � �' v oo INERT. SCA E. 1 tiF SGti sFT e�G O �C NE 92TH ST `(EYMAP SCALE: 1" = 30' 440 0 15 30 60 STORM LEGEND 430 • 420 410 20+00 20+50 21+00 21+50 22+00 22+50 4 FIELD CHANGE #1 DNV 5/1/24 LBS SURVEYED: SCALE: BY OTHERS vERncAL: NAw lsae 5 STAIR REVISION KEL 7/ 17/25 HHH AS NOTED HORIZONTAL- NAD 1983/1991 DESIGNED: 6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 8/19/25 HHH ROLL/ HEAVR/N 7 STORM REVISION KEL 8/20/25 HHH DEW"` MARY MOORE ONE INCH DATUM 8 STORM REVISION M J S 8/25/25 HHH CHECKED: AT FULL SCALE 6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 9/16/25 HHH ROLL/ HEAI/R/N IF C NOT ONE INCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR ROLL/ HEAVR/N 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. 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 81-DIREC77ONAZ VANED GRA TES PER C. O. R. STD DTL 204.3. SEE DETAIL SHEET C4.33. 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 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. 9AII CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425523 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O N N N DATE: O CITY 0 F TOWNS ON 12TH 812012025 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 93 Z ti O Z O 430 A 410 a 40 EX GROUND CONTOUR (TYP) 41 o 42 SEE SHEET C4.01 PROPOSED STREET LIGHT (Ty i, 12189.35, ROAD A = 54f59.91, ROW 4 0 1,' W o ROI�i' z NIA N CA W CA TCH BASIN TYPE 1 J �o PER C.O.R. STD DTL 200, SEE SHEET C4.33 (TYP) V CB 128 6 4 29, 11 15' RT SEE SHEET TYPE 2n48" 428°78 C4.01 15" IF /N 6 (5) 418.23 12" IE /N "-,� (E) 418.38 12" If /N 4 �& 99 (W) 418.38 15" If OUT 4A8 778 (N) STORM CLEANOUT 41823 PER C.O.R. STD DTL 226, SEE SHEET C4.33 (TYP) 43 CATCH BASIN TYPE 2 I PER C. O.R. STD DTL 20=1, SEE SHEET C4.33 (TYP) 4445 03085Ro W3 ff9., 400., ROW3A m F31 82LF1�F 12" C-900 40.0305�34 f 32 p 33, J 10' UTILITY EASEMENT (TYP) STA. 30f98.50, 0.00' TYPE 2-48'; ffM 4zL,7 66r 426.78 12 If /N -Az . (E) 420.88 12" If OUT 44. ziB (W) 420.88 0 ^Q 1 va Q Q� \ oo N PROPOSED GRADE q 9 ROAD �' (TYP) II o N ASPHAL T THICKENED EDGE TO BE ADDED TO END OF ROW 3, EX/STING GROUND . �.39,' nog . TO DIRECT DRAINAGE TO CB 21 0 ROAD � (TYP) 31f75. 50 = ROW 3 - EL: 42 58 - END ROD IMPROVEMENT ULF . 11j,3�F12" C900 441�2 C900 \ C900 -' �-0-80.�09057F98 - f12" 0305 0\ I IIIWW W ro�v � Lv 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' 30+00 30+50 31+00 31+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 41f24.88 TOP OF SLOPE END ROAD T (TYP) PROPOSED FAMISH GRADE CONTOUR (TYP) I _ EX TREE TRACT C TO BE SAVED (TYP) \ TRACTG (OPEN SPACE) MLF 3WEF 12" C-900 42LF 0.0115 4MF 12" C900 00 o 10.0079 CN PROPERTY LINE (TYP) 15' � _ I ' 31f75.50 (� END ROAD CS 21 STA. 31f74.00, 0.00' TYPE 1, VANED GRATE ffM 4z * 6� 423° 64 35 36 37 �6" IE /N 4T* (5)422.04 1 / 12" IE OUT f�. 66r (W)421.59 I ASPHAL T THICKENED EDGE 0 20 TO BE ADDED TO END OF ROW 3, STA. 31f32.50, 0. TO TO DIRECT DRAINAGE TO CB 21 TYPE 1, SEE SHEETS CA 10-C4.11 -4i'fbt-41& 90 425.81 FOR STORM SERVICE LINE 12" IE /N 5 (E)421.26 DESIGN (TYP) 6" IF /N 421.76 (N) 6" PVC PIPE ADDED IN CONSTRUC110N 12" IF OUT 22A (W)421.26 440 440 430 430 420 420 410 410 32+00 32+50 it N N SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. . . . . . . . . . . . . . . Z PROPOSED GRADE 0 9 ROAD � (TYP) II n o EX/STING GROUND o �' GRADE BREAK I h 0 ROAD � (TYP) o 41 f29. 55 oaoN 1.139' `�Z� EL: 429.13 W . �W N t k PROPOSED ELEV. 0 ROAD � (TYP) RO 3 (NORTH -SOUTH) EXISTING ELEV. HOR/Z. SCALE- 1 "=30' 9 ROAD � (TYP) VERT. SCALE- 1" 5' of a 40+00 40+50 41+00 SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N 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 l r- `(EYMAP SCALE: 1" = 30' 440 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE - - STORM EASEMENT SD EX/STING STORM PIPE ­4 STORM PIPE FLOW ARROW 430 10 STORM STRUCTURE - TYPE 1 CB 0 STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 420 410 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. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425524 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 N N 41f50 42+00 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, Q4 � RO W 3 (E- W & N-S) SHEET: OF: 24 93 CONSTRUCTION RECORD DRA WINGS 4) 440451 4 - 45 1 54f59.91, ROW 4 = - - 12189.35, ROAD A LL RO t - O mod:- �� W W v �o A CATCH BASIN TYPE 1 PER C. O.R. STD DTL 200, SEE SHEET C4.33 (TYP) Pz 24E•F-4z2' C900 0 0 845� 46 ` 24LF 0454 N �I 47 O 48 0 ' 49 :i;. n, % 50 Q 1A O / 51 d' v Ar mJ J A N N =.Ampm"I amffil 15'BSBL�\� TRACT L (CRITICAL AREA), 55+00 54+50 54+00 53+50 TRACT M \ (OPEN SPACE) STORM CLEANOUT PER C. O.R. STD DTL 226, 1 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, 30 429.49 12" lE /N 9 (W) 425.89 12" If OUT 41`6�B (E)425.89 29 SEE SHEETS C4.10-C4.11 FOR STORM SERVICE LINE DESIGN (TYP) I ` CB 23 SEE SHEETS C7.02-C7.04 FOR I 28 STA. 54f26. 41, o. oo' TYPE 1, UTILITY CROSSING NFORMA TION. -- -_ f�f,6F-4Z 8& 7'�' 430.08 ° ' = 6" /F /N TLT.(S) 427. 43 12" IE OUT AA7 A8 (E) 426.98 da 27 0 25 STA. 52f 14.01, 0.00' L T SEE PROPOSED STREET 26 � T� 434.72 VANfD GRATE SHEET LIGHT (TYP) v°.. . 3 ` 12" /F /N *36 99 (5) 429.27 10' UTILITY EASEMENT SEE SHEET 12" /F OUT e& (E)429°27C4.03 (TYP) C4. O8 25 IF 22 9 J I I 434 24 I I 23IL �.. TRACT N (OPEN SPACE) 151150 . `• [ = a C90"-qB d' o ►nNl 0Q,_ 0.0084- BSBL � \RQW 4 52f- 00 u PROPOSED F/N/SH l GRADE CONTOUR 1 (TYP) SEE SHEET C4.OS HIGH T STA: 51f46.93 LOW PT ST : 50f4>.99 HlG PT EL: 437.21 W PT 434.72 P STA: 51f37.96 LOZO . . . PW STA: 50f50.00 V/ EL: 437.81 o PV/ EL: 434.39 0 80.00' VC • � � 0 50.0 INC � o EXISTING GROUND ( 0 ROAD �' T>P) Q2 W W mm o h m o PROPOSED GRADE 88q o ®ROAD (T)P) -2.00% 171LF 0.0084 o / _2 46X . C90e-�'-8:9950 4LF/ 0 1200 . . . . . . . . . . . . . . . . . . . . . . . . ........ ...... ....... ��I\ ......... ..... ........ o°� o . . . . . . . . . . . . . . . . . . . . . . . . a� . . . . . . . . . . Lw 'IQ 'IQ v� N it A �L-14 ................ ... ROW4 . . . . . . . . . EX/STING ELEV. PROPOSED ELEV. HOR/Z. SCALE.• 1 "30' . ® ROAD � (TYP) ® ROAD f (TYP) VERT. SCALE' 1 "=5' 1 N ^ h am r�� O "�.� .� "�� nj raj � h "�.� '�� � "�.� tp "�� �• "�� ODATE: CITY OF TOWNS ON 12TH 10/111202J wi RENTON 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 05 Q) ROW 4 SHEET: OF: 25 93 CONSTRUCTION RECORD DRA WINGS EX GROUND CONTOUR (TYP) STA. 50f 42.00, 0.00' TYPE 1, �4W 4ZF* 7z2.433.63 12" IF OUT �9-(N) 430.73 -50f00.00, ROW 4 = 80f00.00, NE 12TH ST �z O U c0 Z r7 U tiF sFT e�G O I I I I II NE 92TH ST `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND O 0 N N v L O O N N 53+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 PROPERTY LINE o > (TYP) o� 51f37.96, ROW 4 = N z 79*97.66, NE 12TH ST a- o 52+50 52+00 51 +50 51 +00 SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N 50+50 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 50+00 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM rR 130 120 ❑❑ co STORM PIPE STORM SERVICE STORM EASEMENT EXISTING 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 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. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425525 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z ti O Z O O v 6" CLEANOUT 2SEE SHEET W/ ATR/UM GRATE F 6" DI 50f00.00, ROW 5 = zv. 60 22 44 --0 9*9 0. 0131 C4, 02 6" 1E-420.44 14f49.57, ROAD A I EX GROUND 66 65 64 63 62 61 60 Q CONTOUR (TYP) / I \ • \ 119LF - I 65LF Q � ARBOR/ST TO BE ON -SITE 51f77.31 �F 12'" C-900 -661 12" PVC �\ DURING DISTURBANCE WITHIN END ROAD -�'-B.-B850 0.0065 � \ ¢26 � 0 / CATCH BASIN TYPE 2 SAVED TREE DR/PLINE TO I ; 0.0158 \ PER C.O.R. STD DTL 201, i . �" s� \ SEE SHEET C4.33 (TYP) PROVIDE GU/DANCE TO THE ACT M %j'• ; a a ,a.. \ CONTRACTOR TO ENSURE THE HEALTH OF THE TREE /S NOT (o N SPA CE) \ \ 0 �� COMPROMISED \ ° 428\ / STA. 14f49.57 16.15' RT EX TREE a . a 1 00 TYPE 2-48" 1 TO BE SA l/ED 15' BSBL ` . -i?Ji6�' i. 82- 426.33 (TYP) (T�) •� 4. /1 18" lE /N �58- (5) 417.23 / _ 12" IE /N 4 �& 08 (W) 41788 18" lE OUT -4158 (N) 417.23 41 Wo PROPOSED F/NISH QQ�EQ TRA CT L 11 / 1 \ GRADE CONTOUR RE (CR/T/CAL AREA) 53 ' 54 55 56 I ° I 5 758 a 59 " (TYP) AL TERNATE DISCHARGE LOCAT/ON FOR ROOF CS 17 CS 16 SEE SHEET DRAINS ONL Y OF LOTS 53-56 TO DISCHARGE TO , TRACT L. DISCHARGE TO ROCK PAD AS SHOWN TYPE 1,1*68.86VANED GRATE TYPE 20 8', 44, 0.49 LT C4, 01 CATCH RA SIN TYPE 1 A -F3 96 - 423.80 90 hF&zf6 426.12 10' UTILITY PER C.O.R. STD DTL 200, 420.10 6" If /N 4--V 3 (5) 12" lE IN J (W) 418.92 EASEMENT (TYP) SEE SHEET C4.33 (TYP) 42010 6" If /N 3 (W) 6" If /N 0 :7;74 (5) 419.42 SEE SHEETS CA 10-C4.11 STORM CLEANOUT 12 IE OUTS (E) 12" If OUT 41:9z-3 (E) 418.92 FOR STORM SERVICE LINE PER C. O.R. STD DTL 226, 419.70 DESIGN (TYP) SEE SHEET C4.33 (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMA T/ON. 430 420 410 52+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ EX/STING GROUND 0 ROAD � (TYP) i 51f68.86 EL: 42J 96 E BREAK 51f77.31 / 424.05 i 1.00 �L EX/STING ELEV. 0 ROAD � (TYP) PROPOSED ELEV. 0 ROAD (TYP) 52+00 PROPOSED GRADE 0 ROAD (TYP) 51 +50 M&NE •► 119LF -2.009 m liuMmE RO 5 VERT. SCA Er- 1 " 5' 51 +00 ro 50+50 65LF 50+00 SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N 430 420 410 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' 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 C4.33. 2. STORM FRAMES WITH/N 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 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. 5/S/25 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 O O O N N 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. 06 Q) ROW 5 SHEET: OF: 26 93 CONSTRUCTION RECORD DRA WINGS ti O Z O O v EX GROUND CONTOUR (TYP) PROPERTY L/NE (TYP) i EX OFFS/TE TREE TO REMAIN (TYP) PROPOSED FINISH GRADE CONTOUR (TYP) � I 76 75� 74 - STA. 707401.50, 0.00' /o / 78LF " TYPE 1, VANED GRATE , �� / ' / �9tF 12 C900 ,?6-65- 421.85 / / .� �c0 0.0073 6 /E /N H:936 (W) 419.05 12" 1E OUT 4f& (S) 418.90 _ d - / TRACT(- R© 11 7�foo (CRITICAL AREA) ` rxti SEE SHEET C4.02 73 72 71 71 f 72. 00, ROW 6 - 17*90.67, ROAD A \ TOP OF SLOPE �� / �707L00. 00 96LF I BEGIN ROAD 97Lic-� C900 1 ? 6&5� 0.0052 I 15 SETBACK , 77 78 79 80 81 82 83 84 85 86 a� ASPHALT THICKENED EDGE 0 3,3 STORM CLEANOUT TO BE ADDED TO END OF ROW 6, STA 70f8012 0 00 PER C.O.R. STD DTL 226, (� CATCH BASIN TYPE 1 PER C.O.R. STD DTL 200, SEE SHEET C4.33 (TYP) CATCH BASIN TYPE 2 PER C.O.R. STD DTL 201, SEE SHEET C4.33 (TYP) 70 69 1 68 67 100LF / i`66tF 12" C900 9 0.0387 d ra TO DIRECT DRAINAGE TO CB 34 " SEE SHEET C4. 33 (TYP) STA. 71 f 77. 00, 0. 00' TYPE 2-48 , TYPE 2-48'; 424.58 SEE SHEETS C4.10-C4.11 -ff1 426.20 12 If /N 4 A9 46 (N) 418.33 FOR STORM SERVICE LINE 12" If /N 4177 977 (N) 417.80 6" 1E /N (W) 418.83 DES/GN (TYP) 12" If /N �7 (5) 417.80 12" IE OUT 4h� 46 (5) 418.33 6" IE IN 0144 (NW) 418.30 12" IF OUT 417?9-7 (E) 417.80 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. STA. 72f77.19, 0.00' TYPE 1, VANED GRA TE ffM 4' F5 425.02 6" /F /N SFr (W) 421.67 12" If OUT z16 (N) 421.17 A \/ / i 1� EX TREE TO BE SAVED (Typ) / 72f87.77 END ROAD TRA (CRI AL AREA) 15' BSBL 440 HIGH PT STA: 71 *80.15 HIGH PT EL.• 427.11 PV/ STA: 71f72.00 . PV/ EL: 427.82 . 100.00 VC 0 0 EX/STING GROUND v v p v v O 0 ROAD (TYP) m m W W o 430 / ^ W PROPOSED GRADE 0 ROAD � (TYP) ASPHAL T THICKENED EDGE / \ TO BE ADDED TO END OF ROW 6, TO DIRECT DRAINAGE TO CB 34 j \ 70f00 = ROW 6 - EL: 422. 00 BEGIN ROAD /MPROI/EMENT 420 1 ------------ � C9 1 12" C9CC 0.4387 78LF 0 c§� B-B9r� 0.0073 3,�f{ 12" C900 9-0 700051 96LF�bo . . . . . . . . . . . / V 410 ,, �. �.�. h ILJL14 �C"sl V:�-� Vim^ . EXISTING ELEV. . 0 ROAD � (TYP) RO 6 . PROPOSED ELEV. HOR/Z SC E. I" J0, 0 ROAD (TYP) l/ERT. SC E. 1 "5' g rr g � � • N o o cep h � � � � 70+00 70+50 71 +00 71 72+50 73+00 +50 72+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it FI • ► SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N 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 m/ 430 420 410 73+50 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M KEY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERVICE - - - - STORM EASEMENT EX/STING STORM PIPE 4 STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB 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 CURVES 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. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425527 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O N N 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� G SHEET: OF: �/�/ V 27 93 CONSTRUCTION RECORD DRA WINGS PROPERTY LINE (TYP) 10' UT/L/TY EASEMENT (TYP) 79f71.91- BEGIN ROAD IMPROI/EMENTS 8"WATE (G1� _ (OPENEE , i PROPOSED / // / / ssa L 9 JIM, ,I �I a I� CM CM � ^• ssco =436.07' E 8" CNC NW-435.22' 80f00.00, NE 12TH ST = _ z 50f 00. 00, ROW 4 RIM=437.0 ' < IE 12" CNC E=433. ' 00 EX GROUND - O IE 8" CNC SE=433. ' CONTOUR (TYP) v IE 8" CNC SW=433.f ' IE 12" CNC W=433. ' 430 420 N 79+50 80+00 STA. 81 f 47.00, 22.25' L T TYPE 1, 428.67 12" If OUT 46-(NE) 425.07 SD M 81 f89.10, NE 12TH ST = 10f 00. 00, ROAD A RIM=426.63' IE 8" CNC NE=425.78' STA. 21f84.69, 0.00' TYPE 1, SOLID LOCKING LID 16LF- 423.58 1_F 8" DI 8" If /N 4z'B S& (5)420.88 0 6 66590OJ20 8" If OUT 4z�B.-86 (W)420.88 19k 8" Dl-\ 103LF@ R 0; A? 0.0108 TRACT O (OPEN SPACE) 4 � I� 3 � �I I I 2 1 s, s • ^ 112 0.50 t7 • .--a • .; . ', ., � mil' ,. a � . .: . .• . . IMPACTED SIDEWALK 85 2. 5 -- • p _ TO BE REPLACED - - - - \�28� i FROM JOINT TO 10INT IE 12 CN = I - E 12" CNC W=424.44' 19LF4*F 8" DI _ G 0 -t9 00-49 0. 0051 SD SD�SD -G -SD- I IM-426\41' / m E 8" CNC NW-*25. 6 IM-427.83' �1'S E 12" CNC E=424.93' E 8" CNC SE-425.03' E 8" CNC SW-425.03' E 12" CNC W=425.03' SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. SEE 5D-2 PROFILE THIS SHEET II PROPOSED FINISH GRADE CONTOUR (TYP) PROPERTY LINE (TYP) 15' STORM EASEMENT -10' UTILITY EASEMENT (TYP) 2.44 OHr I 2.95 0HP �426- w I - 83f88.12 END ROAD IMPROVEMENTS SAWCUT (TYP) CURB EAST OF CB 30C TO BpE SLOPED ABACK TO CB CO JOCK STA. 83f75.93, 22.25' L T TYPE 1 RN 4zq56�1 425.44 8" If OUT 41* 99 (N) 424.19 N 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 STA. 83f73.11, 40.71' L T TYPE 1, SOLID LOCKING LID 426.19 8" If /N s (S) 424.09 8" IF OUT O_A� 92 (N) 421.99 --- STORM CROSSING WITH EX/STING CONDUIT CLEARANCE. EX/STING UTILITIES TO BE PROTECTED DURING STORM INSTALLA TION. ETHAFOAM TO BE PROWDED FOR CLEARANCE LESS THAN 1' (TYP) 430 19LF AAF 8" l © 0.0051 EXISTING CO DUIT ( 440 _ 430 420 84+50 4 FIELD CHANGE #1 DNV 5/1/24 LBS SURVEYED: BY OTHERS SCALE: 77�� AS NOTED 5 STAIR REVISION KEL 7/17/25 HHH DESIGNED: ROLL/ HEAVR/N 6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 8/19/25 HHH 7 STORM REVISION KEL 8/20/25 HHH DRAWN' MARY MOORE ONE INCH 8 STORM REVISION M J S 8/25/25 HHH CHECKED: ROLL/ HEAI/R/N AT FULL SCALE C NOT ONE INCH IF SCALE ACCORDINGLY 6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 9/16/25 HHH APPROVED: ROLL/ HEAVR/N NO. REVISION BY DATE APPR 420 410 N SCALE: 1" = 30' 0 15 30 60 103LFF 8" DI ® �2 0.0108 `(EYMAP STORM LEGEND I0 STORM P/PE STORM SERVICE STORM EASEMENT EXISTING 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. OR 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. J PIPE MA TER/AL SHALL CONFORM TO THE 2022 EX/STING GROUND RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE © PIPE � (TYP) 4.1.1.A2 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE 430 PLAN. PROPOSED GROUND 5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE 0 PIPE (TYP) CLASS 52 DUCTILE IRON /F DES/RED. 6L�8„DI 0 -09669- 0.0320 O �hNN Qom Q) WW it it L'i L14� SD 2 _ HORIZ. SCALE- I" J ' INERT. SCALE- 1 "5 0 N � N 420 �410 L I W EX/STING ELEV. � ®P/PE (TYP) PROPOSED ELEV. 0 P/PE � (TYP) III 9/16/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425528 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 0 N N N O L: NAw lase . TOWNS ON 12TH 812012025 DATE:vERncA HORIZONTAL- NAD 19988 1 CITY OF 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROF/LE C4.08 NE 12TH ST SHEEN: 28 OF, 93 ti O Z O O v TOP OF SLOPE - (TyP) I . 15' BUFFER (TYP) PROPERTY LINE (TYP) 390 370 93f00 PROPOSED STREET LIGHT (TYP) U1,I /L'" Dm 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. =ss +— ss ss ss _ ssss PROPOSED FINISH GRADE CONTOUR (TYP) I� -SS s 00 -- ti� �9 07 N 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 SURVEYED: BY OTHERS DESIGNED: HOLLI HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: HOLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCA * NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 390 .6 370 `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERVCE STORM EASEMENT EXISTING STORM P/PE STORM P/PE FLOW ARROW 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 WITHIN SAG CURIES AT LOW POINTS SHALL BE BI-DIRECTIONAL VANED GRA TES PER C. 0. 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 DUCTILE IRON /F DESIRED. 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD & STORM DRAINAGE PLAN & PROF/LE NE SUNSET BL VD CONSTRUCTION RECORD DRA WINGS O O O N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C4.09 O2 SHEET: OF: 29 93 TOP OF SLOrE (TYP) EX/STING OfFSITE TREE \ TO REMAIN (TYP) APN 951099TP-C TRACT`( (CRITICAL AREA) APN 95109'HUC ZHIIANG EXISTING TREE 26.0 PRIVATE R AD TO BE SA I/ED EASEMENT PAT OF WOODS IER (TYP) ----�--L ------------- W W CONN CT WALL—,-' ---- ---------- GRAIN TO --------CB.----- STORM PIPE CONNECTIONS FROM THIS PIPE AND ALL UPSTREAM CONNECTIONS ARE 'PRIVATE" 0 A "",NIK951 gKI 16.0 PRIVATE ROAD EASEMENT PLAT OF WOODS IER ----I------------ IVATE ROAD VT - WOODB IER w i1 - APN 3 pF 0130 , NTON CITY i 50 APN 330IFER E JEN STORM SYSTEM CLEANOUT PER C. O.R. STD PLAN 226.0 SEE SHEET C4.33 (TYP) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 REVISION 5LE STORM P/PE CONNECTIONS FROM THIS PIPE AND ALL UPSTREAM CONNECTIONS ARE 'PRIVATE" SURVEYED: BY OTHERS DESIGNED: HOLLI HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCA * NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONNECT WALL DRAIN TO EX/STING CB. . CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND ❑❑ co NOTE STORM PIPE STORM SERI/ICE EX/STING STORM PIPE STORM PIPE FLOW ARROW STORM STRUCTURE — TYPE 1 CB STORM STRUCTURE — TYPE 2 CB ALL CLEANOUTS LOCATED WITHIN A DRIVABLE SURFACE SHALL BE REQUIRED TO HA I/E TRAFFIC BEARING LIDS 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425530 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 STORM SERVICES PLAN 10/111202J PAGE: C4.10 SHEET: OF: 30 93 0 0 0 N N CONSTRUCTION RECORD DRA WINGS V1 v I v/ 33NIFSo �E 5o STORM PIPE CONNEC170NS FROM APN JEN ER I THIS P/PE AND ALL UPSTREAM 15' BLDG CONNEC770NS ARE "PR/I/ATE" SETBACK (TYP) "­_- (CRI77CAL �\7�TRACTLAREA) / I\/430 7,6,100 SEE SHEET C4. 10 I wig®II®�m� �A �I�I���Ihl�®■��� ill 7 �� 6" CLEANOUT �48 6" If �� 425.70 :. RIM 430.03 S2 51 6" IE 6 /E 425.70 a . ��il ram■ � _ r / I; � �. ♦ . - ii 0. RIM 42.9.56[)ALP 50 426 so _ 7 27LF 45 J I I » \ l/ STORM PIPE CONNECTIONS FROM THIS PIPE AND 6 PAC 6 P� 41 \ I RIMC428. 43 T CLEANOUT ADDED L9Q,,-g-g1Be- o STORM P/PE CONNECTIONS FROM ALL UPSTREAM CONNECTIONS ARE "PRIVATE" i 00123 9 CB 22 THIS P/PE AND ALL UPSTREAM \ I 6 /E 424.44 /N CONSIRUCAON CONNECTIONS ARE 'PR/l/ATE" 7LF 6" PVC I I I \ TRACT M 00.1576 (OPEN SPACE) /° / \ I ROW 3 pp 1 CB 20 CB 21 �) STORM PIPE CONNECTIONS FROM PN o423N5- NG6 \ 1 ` I ( ` THIS PIPE AND ALL UPSTREAM •: CONNECTIONS ARE 'PRIVATE" A KANSOO / 6" CLEANOUT _ _ 16LF5tf 6 PV / I1.�fF I \\ R/M 433.04 0.0050 9 $ 6 CLEANOUT \ 428.10 6" /E 28 29 130 \ I I �� I R/M 430. 45 ) CB 19 4-AL 6 PV \ EX/STING GROUND 24 25 26 6"' CLEANOUT I < I 6" If 4z'3BB- 425.70 v 0.0115 ®0 6>19� I / \ o \ CONTOUR (TYP) 63LF &EF 6" P RIM 431.78 356„ 036 o IT l �� \ _ 6 /E '�9 427.51 I 31 / 32 33 34 - � 9061 o LLG6/M�2537 p4RTEs 6"/E42751 AP00094 PE oALPAY B 25 4 LF26 B 24 CB 106"PVC. , T No. ,. 0 B.$,�8- � I Ap JUSI 3�02g2, o I I I I O a 00158 II I LOT LINELLA, LN 09 0 6" CLEANOUT _I�1 I NTON 6 00 / STORM P/PE CONNECTONS FROM THIS PIPE AND ' RE o4-10 o822g0 R/M 431.28 / I I Q ALL UPSTREAM CONNEC770NS ARE "PR/I/AIF" 1 CITYA NO- � NO. 2005 428.30 6 IF 2- L.L RE I - ' 6" CLEANOUT 42830 6" If 2 17 / I \ RIM 435.84 �.. i �o I of 6 CLEANOUT a 17LFF 6 D / RIM 429.98 I 1 • . - 1 STORM PIPE CONNECTIONS FROM 6 /E �66 _ I 12 1 _ 20 1 23 0.1029 �-8.-849fr ° I 6 /E�?BB 42529 � 10 I I I 43174 19 � 70LF � ° THIS PIPE AND ALL UPSTREAM I 6" 1E AO� 425.29 / / � 6" CLEANOUT " 22 21 18 l ) CB 11 0l II 13 I CONNECTIONS ARE PRIVATE - : I RIM 424.32 • ,- - - 7BEF 6" PV l l •�� I >5LF 15 14 _ \ 421.28 6" IE-A�. 66 15' EX/STING OFFSITE TREE ® I 16 ® 6 P C2 1' 4� 6" PV BSB TO REMAIN TYP I a i a STORM PIPE CONNECTONS FROM I 29LF p - 0.0523 JL THIS PIPE AND ALL UPSTREAM CB 28 6 D1 ,3 F • . 4 -� CB 30 N 0420p VO4 I it - CONNECTIONS ARE 'PR/V,4TF" a °� z ® 0.0431 49fF 6 DI A PN 0.0012 NOO G I NIN O 6'®LE UT \ RIM 426.86 =1 � `6" /E -4 J 00 42321 ° �- 6" CLEANOUT 74LF 16LF CB 27 -7II1! 1 5 g235 ILL 042 5 92N62 RIM 436.36 �F6 PV 6" PV l ..� '` _ 6" CLEANOUT STORM PIPE CONNEC7ONS FROM _ / I APN 4ASSOCIATES 3° p 1 6" IE 4�66-g-B60� 9-9 0_599- ) RIM 429.16 THIS PIPE AND ALL UPSTREAM I ALP AY AP JAMES JA 431.74 0.0567 o J CONNECTIONS ARE 'PR/VA7F" 0.0625 0 42317 6 /E -z?9B TRACT N 6 I 42317 I I PROPOSED FINISH SPACE) . I 9 8 7 6" CLEANOUT 5 I TRACT O (/ \ 2 I GRADE CONTOUR RIM 43>. >7 I (OPEN SPACE) \ I 1 I (TYP) 6„ lE V 427.55 CB 14 CB 13 I \ I I \ I I I 6"1Eg427.55 IT I a, CB 26 79*00 \ 3: 0� W / / w w� 3 ,,_ _• • • • - , . •. •';,,; .. �, : 9 .0050 PER C.O.R. STD PLAN 226.0 s. • CT • RIM 427.30 42730 SEE SHEET C4.33 (TYP) 1 . 00 NE 12TH ST l 81foo �3NIIN[w v / w w w O Njj-fpp \ 83f00 Z ---1z0R, _ I -426, _ w I 84L0� 85f00 SD SDt� SD- - PD SD�- _ ALL STORM MAINS AND STRUCTURES ARE "PUBLIC" OR OTHERWISE NOTED ON THE DRAINAGE PLAN UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 m SURVEYED: SCALE: SY OTHERS AS NO1E0 DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N SIIF NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM `(EYMAP A(, SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE EX/STING STORM PIPE STORM PIPE FLOW ARROW ❑❑ STORM STRUC7URE - TYPE 1 CB STORM STRUC7URE - TYPE 2 CB NOTE ALL CLEANOUTS LOCATED W/171IN A DRIVABLE SURFACE SHALL BE REWIRED TO HA Vf- TRAFFIC BEARING L/DS U -•u1VHL -. �- SD �T� SD SD rJ�8�2 r✓" 10 CIVIL ENGINEERING CITY OF RENTON Planning/Building/Public Works Dept. 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 STORM SERVICES PLAN CONSTRUCTION RECORD DRA WINGS 0 O N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C4.11 0 SHEET: OF: 31 93 Z ti O Z O 24" D/A. ACCESS OPENING \ ��o� \A°Q 12" Vf-NT (TYP) I (TYP) \ PROJECT BOUNDARY ,; PROPOSED FINISH (TYP) GRADE CONTOUR 7015' BLDG (TYP) xoo SETBACK (TYP) 41444 74 \ ---- ` -- -- \ \-- \A / ss 11 6 IF TRACT -- \ \ \ �° ` 0-48" TYPE 2 10LF �F 6" PVC '� ao STORM DRA/NAGS \ ` '7�� R1M=396.04' CONNEC TO EX. » 0.6581 8�648- \ \ \ \ lE 12 CNC NW=390.04 ----�---- --- _-_�-_\�� \ CONTROL ,% 18" lE 3�9- _ 48" CLEANOUT - --- --- --- -IE - --- ------ - � 1 � � STRUCTURE � �o� �''' 4 RIM 425.84 I , \ \ ¢?o SEE DETAIL, �,' •� _ 27LF H CNC NE=390.14 421.19 6 /E A1TTT'7T - -- - - - - - - 6 OPEN/NG '\ , ' SHEET C4.32 7 c z''7EF 18 DI _ 421.19 6" lE-4h?-99- I (TYP) �`� \ \ 18" Dl ®9-0.02338 ' ® A 24 CASING PIPE 72 A� PER C. O.R. STD DTL 412, r--41399--______________ \'X h 12" lE \ \ �\ SEE SHEET C5.31 4-BFr 12T l------ --- --- \ \ . ---- --_ _ ` 00408�_____ \°�� STA. 1Of06.03, 2.43' LT --� -- -- \� 401.20 ______- _ - - - - / \ �\h \ 18" lE And TYPE 2-48"' MANHOLE ` I RIM 404.15 64' \ \ \ _ - _ _ _ _ _ _ _ _ =clz 18" E18 lE /N-498-BB- (s) 400. 7 71 / ° : ' \ i�i \ 3LF 18" DI ®B-BBBB- ��0 18 /E OUT 99P 195-(NE) ---=� -- \ = _ -- OppOg�< \406 392.13 / ; EXISTING GROUND a\ 44LF _ _ _ - - �' 18 /E \ o CONTOUR (TYP) ;B 37 •45EF 12" PVC "'-\ -� ------ --- _-- -_--_� 4oz V. 186, 36. 5461 % - / ot ®-B-B B 0.0129 \ �, \ E.• 1310717 4065 1= TYPE 2-48'; RIM -4z'.8-420.39 12" lE /N 46 (SW) 414.3 12 lE OUTS (N) 414. CB 3� i STA. 17*05.22, 5. 00' L T TYPE 2-48; RIM t 42 1. 22 12" lE /N-4!r. BB- (W) 414.97 12" lE /N -4*. 619 (SE) 414.97 12" IF OUT19- 09 (NE) 414 97 -- ---- - - -- ----- 8x16 BlOP00 WATER \-I-�,`� �22. QUALITY MEDIA FILTER SEE DETAIL, SHEET C4.34 /------------ 400 _ h22 \ 41 .91 18" IEEE 14LF-16L`F 18" DI 0.1736 0 B.-t994- VAUL T - EXTERIOR 5x10' GRATED ACCESS HATCH W/ 3'x3' LEAF DOOR (TYP) -` (TYP) \ \ \ \ STA. 15f95Z,, 16.15' RT TYPE 2-48' SOLID LOCKING LID RIM-42563423. 40 18" If IN v6 7,5 (E) 416. 40 18" lE OUT 0*.;* (N) 416.40 .\ s� 45 � FLAT a .\ �o --- ,�� -- --- 402.80 402.80 ����� so �40..44 h 403.44 `,___---------- _ 483�r 403 44 h � 403 = c--- SEE VAULT SECTIONS, � � . aFLAT SHEET C4.32 (TYP) I ' .\ 402.80-------- 402.80 \ 40340 403.39 --------------------- __403.25 9525- 403.44 402.80 402.80 aFLAT------------- -------- - 403.44 +�-------- 402.85 ------- \ ------------- 40345 402. �5 FZAT 402.85, -------------- ,'8r403.39 a� 403.46 h 4&5;?5 .42 =__403.40 ] c 402.85 FLAT 402.85 r40336 hq 40341 --------------- ---------------- B VA UL T - INTERIOR UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 w 420 EXISTING GROUND © PIPE � (TYP) PROPOSED GROUND ® PIPE � (TYP) 410 8x16' B/OPO0 WATER QUALITY MEDIA FL TER SEE DETAIL, SHEET C4.34 400 7LF -7 18" Dl 0 9.4�4 0.1714 22ZFz�F 18" Dl - 9 & 0.099 390 R 420 NOTES 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. 410 24" CASING PIPE PER C.O.R. STD DTL 412, SEE SHEET C5.31. VAUL T VOLUME (CF) STORAGE TYPE DESIGN AS -BOIL T LIVE 88,014 88,827 400 2" POWER CONDUIT BTM OF CONDUIT 393 66 TOP OF STORM PIPE 393.39 324" CLEARANCE, ETHAFOAM REQUIRED T� INSTALL 20"x20"x2.5" THICK DOW PLASTIC ETHAFOAM PAD 220 OR APPROVED EQUAL (TYP) 4" COMM TOP OF CONDUIT 391.63 . BTM OF STORM PIPE 391.89 J 12" CLEARANCE, ETHAFOAM REQUIRED o� 390INSTAZL 20 "x20 x2. 5" THICK DOW PLASTIC ETHAFOAM PAD 220 OR APPROVED EQUAL (TYP) � � Z it Lm L W W SD-1 ?l SCALE- 1 "30' I? SCALE. 1 "=5' 10+00 10f-MV-61 SURVEYED: SCALE: BY OTHERS VERTICAL• NAVD 1988 DESIGNED: AS NOTED HORIZONTAL• NAD 1983/1991 ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVED: ROLL/ HEA VR/N PROPOSED ELEV. 0 PIPE � (TYP) EX/STING ELEV. 0 PIPE � (TYP) o� �a CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM SERVICE EXISTING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 STORM DRAINAGE VAUL T PLAN 0 0 0 N N N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C4.31 SHEET: OF: 32 93 CONSTRUCTION RECORD DRA WINGS O O N O N v O O O N N CONSTRUCT/ON RECORD DRA WINGS 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 O��aOS�6 S��NO F E6 ' 6 / y / I I \ I v #3 BAR EACH CORNER / 'I I #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION 93 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", ,2" STD. SPEC. 9.05.20 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 UNLESSOTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 200.00 • PUBLIC WORKS A1PR111D. -� DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1 v"bnr woas.atlmminram, DATE #3 BAR EACH CORNER 18" MIN. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 00� D�D ISOMETRIC 24" 1 4 EQUAL SPACES -{ r4EQUALSPACES-1 1 5/6" MAX. J 1/2" BOLT -DOWN SLOT, SEE DETAIL AND 3/4" NOTE 1 1 1/4" I 5/8• I TI I BOLT -DOWN SLOT DETAIL SECTION B SEE NOTE 1 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 518"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 2D4.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.30 PUBLIC WORKS DEPARTMENT RECTANGULAR BI-DIRECTIONAL VANED GRATE [PIROVID. GAZ 9/28/2018 1 r„bur woa. Aemminmm, DATE :45 A. :45 AN CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 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. 1, GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 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" 11, 4.5" 8" 42" 8• 60" 5" B. 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 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 SOLID WALL PVC' PROFILE WALL PVC 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 1" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 11, 60" 48" 48" 144" 78" 96" 1 60" 48" 148" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESSOTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 201.00 ,•.�• PUBLIC WORKS PRo k' �I� DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018 r"bur works nemmi:varor DATE DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC 9"DIA y❑❑ ❑ ❑ STORM ❑ 4" 110110 13❑ 8-13/16" DIA 8-1I6" DIA I�p (2) 3/8"-16 SS SOCKET HEAD CAP 10./2° DIA 155" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE SIB CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 EXTEND CLEANOUTRISER 2" ABOVE DESIGNSIGNPONDING I ELEVATION OR PER PLAN FERNCO GASKETED `JV a !✓ v DESIGN PONDING QUIK CAP OR SIMILAR 8" CLASS "B" ELEVATION 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4_V_ 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS Sc PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 (1=1 11=1 I I-1 I I-1 ..- III-i i CLEANOUT RISER, SOIL TIGHT 45" BEND SEE NOTE 2�1 I I L 1�a1 WYE =ILL-; llJ 11 SOIL TIGHT COUPLERfl lll I I =iJ1, III 1� UNDERDRAIN, FOOTING] DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR _i T= PIPE, SEENOTEI----------- �l CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA 4-1-11 (I4 TO OVERFLOW STRUCTURE OR`�i;U��/�j STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES 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) AdaSTD. PLAN - 226.00 • PUBLIC WORKS BsoBtyned by: DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 PR W11X11,WM9,4..9D... DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ MINN •► :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 � BASE SECTION NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF 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) AORSTD. PLAN - 202.00 •®• PUBLIC WORKS PRO 3�� DEPARTMENT CATCH BASIN INSTALLATION GqZ 9/28/2018 1 9 c DATE "mb wo,k" ntlm�m:o- lnA d' U 0 Q 0 F- LU 0 U) D x H 0 V L DO OUTFALL TO STREAM DUMP NU POLLUTI 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 a � 0 o ISOMETRIC D SLOT - SEE DETAIL \ AND NOTE 1 3/8" (9mm) RECESSED LETTERING 3/4" 1/4„ BOLT -DOWN SLOT DETAIL SEE NOTE 1 titY STD. PLAN - 204.40 PUBLIC WORKS RECTANGULAR DEPARTMENT HERRINGBONE GRATE MARCH 2O08 SURVEYED: 3Y OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS 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 :45 A BOLT -DOWN SLOT, 1/2" SEE DETAIL AND NOTE i 3/4" 1 1/4" I TI BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES 1 DIRECTION OF FLOW T � 1 5/8" MAX. J SECTION A SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 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 NOTTO SCALE (NTS) STD. PLAN - 204.20 PUBLIC WORKS DEPARTMENT RECTANGULAR VANED GRATE PRO GAZ 9/28/2018 1 G Vublic Works Atlminisirator DATE CITY OF RENTON Planning/Building/Public Works Dept. :45 AN 5/S/25 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 O O N I N v O O N N 14 Zs V O O O N N N DATE: O TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING NO: STORM DRAINAGE STANDARD DETAILS C4.33 SHEET: OF: 34 93 CONSTRUCTION RECORD DRA WINGS `W Unit ID - BioPod BPU-8161B WADOE GUILD Treatment Flow Capacity 172.8 gpm / 0.385 cfs DIVIDER WALL 6" ADJUST TO GRADE RIM: 406.30'7 T T 5.10. EL: 403.87' j [61.20] III 2'-8" III BYPASS WEIR IE:401.20' OUTLET, 022" OPENING FOR 018" SD. 2X UNDERDRAIN OUTLET ORIFICE 2' 2X 1'-8" OUTLET, 022" OPENING FOR 018" SD, I E: 401.20' 3'-10" ACCESS CAP FOR OPTIONAL DRAIN -DOWN DEVICE 9'4" 8'-0" BYPASS WEIR, - 3'-10" EL: 403.87' _ 2X 024" BOLTED & GADKETED ACCESS COVERS. FIELD GROUT AS NEEDED TO MEET GRADE, BY OTHERS. INLET, 022" OPENING J I I FOR 018" SD, I E:99339 '1 iM BYPASS WEIR, EL: 403.87' INLET, 022" OPENING - FOR 018" SD, NEARSIDE. RIM:406.30' - ------ ---T` 2 80' 8" TOP SLAB II I I ili [33.60"] _ II MI E:403.50' IT I I I I Ijl INLET, 022" OPENING 3'-8 1/2" yl FOR 018" SD. I I I \\ ------ __ - ------ 4"x24" INLET WINDOW, 1'-5" 1 E: 403.37' ACCESS CAP FOR OPTIONAL OUTLET, 022" OPENING 1'-8" DRAIN -DOWN DEVICE FOR 018" SD, FARSIDE. TYP ACCESS CAP FOR OPTIONAL DRAIN -DOWN DEVICE LEFT END VIEW DATE 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 PHANTOM 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 04" SLOTTED PVC UNDERDRAIN COBBLES FOR ENERGY DISSIPATION 4"x24" INLET WINDOW, I E: 403.37' ELEVATION VIEW UNDERGROUND LOCATOR SERVICE CALL BEFORgEq YOU DIG! NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 W/ IMPACT. B. DESIGN FILL: 9' MAXIMUM. C. ASSUMED WATER TABLE = 5' 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. S. 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 - Mu�cH DIVIDER 4'-0" NOT FOR CONSTRUCTION 18" StO mMixTM WALL ME IA !i 6" DRAIN ROCK Okleasde Infrastructure" f 8" BASE SLAB ACIINCOMPANY EL: 400.53' Phi 800.579A819 xw.v.oldaastlainhastrucWA.mMsfo-ter THIS DOCUMENT IS THE PROPERTY OF OLDCA STILE INFRASTRUCTURE, INC. IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT 0 2023 OLOCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. BioPodTM Biofilter System Underground Vault With Internal Bypass CUSTOMER Core Design JOB NAME Towns on 12th - Renton, WA _ DATE MFG DRAWN ENGINEER CHECKED SALES ORDER 4/18/23 010-AU PPS AHD AFD - INTERNAL DRAWING ID REVISION SHEET eioretentioni BIoSltratlon 23-829371-BPU-8161B_BioPod 2 REV DATE 1 OF 1 4/26123 REVISION 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. 13. 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 MANHOLE/CATCH 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 NOT TO SCALE (NTS) STD. PLAN - 267.00 .o,�• PUBLIC WORKS SURFACE WATER STANDARD PLAN E88t�radby: �I� DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 B&1,=18B,948D... 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 130 - 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 LIABILI T Y 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) AO=STD. PLAN - 267.10 PR• PUBLIC WORKS SURFACE WATER STANDARD PLAN rIJBedby: DEPARTMENT NOTES (2 OF 2) Aartin PastuchA11312020 vAE9v�B$W2)kF98BkABD.._ DATE SURVEYED: 8Y OTHERS DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORS CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI HEA VRIN 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 Nzxv Planning/Building/Public Works Dept. REMOVABLE WATERTIGHT COUPLING OR FLANGE - T MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2" MIN. ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 - 6" MIN. 2' MIN, 6" MAX. 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 bMIN. .5xD D ISOMETRIC 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 ADDITIONAL LADDER RUNGS IN SETS TO ( )ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER PT / l / ANGLE AS / NECESSARY, / \ SEE NOTE 7 i PLAN VIEW FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 12" (TYP.) - 2' MIN. - VERTICAL BAR GRATE FOR SECONDARY INLET - HANDHOLDS, STEPS, OR LADDER SEE NOTE 9 (TYP.) NLET 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 T-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 �•yy PUBLIC WORKS FLOW CONTROL STRUCTURE -Oe'by: DEPARTMENT RESTRICTOR TEE Martin """" Pastucha 8/13/20 DATE 5/S/25 'ConCIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425535 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 STORM DRAINAGE STANDARD DETAILS N DATE O 1011112023 i7LDBOOK: PAGE DRAWING NO: C4.34 SHEET: OF: 35 93 CONSTRUCTION RECORD DRA WINGS Z ti O Z O TOP OF SLOPE (TYP) 7\ APN g5�pg9�R C / TRACT K (CRITICAL AREA) AP ZHIIANO9 HU0 0 LAT N4730'16.6071 " LON- W12210'02.7073" EXISTING TREE TO BE SA VfD (TYP) T TRACT A (ACCESS & UTILITY); EX/STING OFFS/TE TREE - TO REMAIN (TYP) — — — — UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it A PHUONO MY9v04 TRACTN_ (OPEN SPACE) LAT N4730'11. 090J / /1AL IA14n0)04/11/14 nn7411 Uj W Q Z 0 W FI • ► CONNECT TO EX/STING SEWER CONNECT TO EXISTING WATER LAT N4730'16.8158" LON- W12210'01.8512" SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N CONNECT TO EXISTING STORM LA T.• N4730'16.3027" LON.- W12210'00.7352" LAT N4730'16.0052" LOM- W12210101.2464" LAT N4730'15.5734" LON.• W12210'00.2517" SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LAT N4730'15.2397" LON- W122 0959. 4885" LON- W122 09 59.9369" EXISTING WA TER VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM i \s TOP OF SLOPE (TYP) 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) I / p42305-9E45LLC pALPAY PROPER PROPOSED WATER (TYP) PROPOSED STORM (TYP) PROPOSED SEWER (TYP) APN F4OPER1E51LLC pALPAY CITY o NOE LANo L.L.A• REC. ApN 04ASSOC A1E5 LLC pALPAY & PROJECT BOUNDARY (TYP) LAT N4730'11.0413" LON: W122 0957.5837" CITY OF RENTON Planning/Building/Public Works Dept. I N l SCALE: 1" = 50' 0 25 50 100 STORM LEGEND STORM PIPE STORM SERVICE EXISTING STORM P/PE STORM PIPE FLOW ARROW �❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB SEWER LEGEND SEWER P/PE SEWER SERWCE ss - EXISTING SEWER P/PE 0 SEWER STRUCTURE O SEWER CLEANOUT WA TER LEGEND WA TER MAIN EXISTING WATER PIPE -sI IN[ WATER FITTING Ak FIRE HYDRANT ® WA TER METER •� TYPE / BLOW -OFF AIR- VAC POWER LEGEND POWER CONDUIT STREET LIGHT POWER VAUL T 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425536 S-425513 W-425513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COMPOSITE UTILITY PLAN vo 0 0 0 N N �i N ti DATE: O 0/111202J FIELDeo PAGE DRAWING NO: �1 C7. 01 SHEET: OF: 60 93 CONSTRUCTION RECORD DRA WINGS 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) APN g51099iR Ch — TRAUI'A (CRITICAL AREI 1Z).2 I APN g51NGyHUo 0 ZNI1P NE 14TH PL 1 I �17 — I 0 10 A pOMINIK9KU 00 r � � L I � I- ONE 14TH CT L APN gSjoON A E2 I II 0 INSTALL I "NO PARKING " L SIGNS ON BOTH SIDES x OF ROW 1-6 (TYR), SEE SIGN DETAILS, , THIS SHEET. Ni E 14TH ST _ L 9 0p30 API, P O g5j0 OMEN EIDI K I v � x I xQll�� 30 P011Y OE REN10N jl �80-0050 TRACT L pPNJENNIFER LE (CRITICAL AREA) V ; �x \` .. EXISTING TREE TO BE SA VED �� �\ � O y— �RACTM �� I %PF/V SPACE) 5-9046 AI N 042'0 WONG O' WO PARKING" SIGN PER DETAIL, THIS SHEET \ - (TYP) 9,, 4 APN 042E5Y VO PNUON I TRACT N APN 0423aADWIN 2 (OPEN SPACE) JAMES INSTALL 3 MAX/FORCE COLLAPSIBLE BOLLARDS PER DETAIL, SHEET C3.43. 0 W z Uj W Q z 0 x 11 �NIM (STORM DRAINAGE) L me�w� D K 17J 0 ROW 3 TRACT H :RIACAL AREA of TOP OF SLOPE (TYP) 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) .�� I APNY pROPER1E55LLO pALPP I z FIRE TRUCK TURNAROUND p4230E' LLO �. APN PROPER _.. _ (TYP) OALPPY JDSNEN1 No - ESS & UT - , . �; ..r:=,.- TRACTS ;1,�.1L T INE LADLND,3002 OI,Y O NOE LN NO O 0 5082 p0009 _ .1. — — — LL.P• REC. INSTALL 'NO PARKING" SIGNS ON BOTH SIDES OF ROW 1-6 (TYP.), _— SEE SIGN DETAILS, THIS SHEET. .i ---- f ---- ----- p42305 A?E5 LLG PPN n pALPAY x :~TRACT 0 '(OPFN 4PArF PROJECT STOP SIGN STOP BAR I BOUNDARY PER C.O.R. STD PLAN 109, (TYP) SEE THIS SHEET 1 _ 280(25 MPH) d INTERSECTION SIGHT DISTANCE TRIANGLE -�4- - - EXISTING STREET SIGNS Q l ALONG THE NORTH SIDE OF a l NE 12TH STREET SHALL BE — RELOCATED AS NEEDED W z UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it 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. Gtit Y O� TRANSPORTATION NOTES STD. PLAN — 135 PUBLIC WORKS —APPROVED: f Pi • DEPARTMENT GqZ 3/13/2019 ! 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 D p DEPARTMENT MartnPpOasVEVED: tucha 7/27/2022 F NSO DATE SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N 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 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 LANE MUTCD SIGN R8—,3 (MOD/F/ED) OR/ENT NO PARK/NG 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 LOCATIONS EXCEPT ON STOP SIGN OR WHERE INDICATED ON PLANS. NO PARKING SIGN DETAILS NOT TO SCALE 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SIGNA GE. CHANNELIZA T/ON & FIRE DEPARTMENT SITE PLAN 0 O 0 O N v 0 O N N N ODATE: 01111202J FIELDeo PAGE DRAWING NO: C8.01 SHEET: OF: 64 93 CONSTRUCTION RECORD DRA WINGS 14 ti 0 co LO N O N N cH W O � PROPERTY LINE (TYP.) r OFF —SITE TREE TO BE T REMOVED (TYP.) CRITICAL AREA _ BUFFER (TYP.) V A \ OFF —SITE TREE TO BE RETAINED (TYP.) (; 77 ,_� . O-;. Eil NE 14TH PL ! /� ��� S \ - \\ Z6 N fil 80X I', III 75 NE 14TH cr A O;� O \ O�/) . r 83 1 — �„— �� _ TREE PROTECTION FENCING (TYP.); i TO BE PLACED AT LOD, TO END AT CRITICAL AREA BUFFER AND PROPERTY LINE; GEE FENCING DETAIL HEREON 71 J \ �IT— �W 6 EXISTING NGPA TREE TO BE RETAINED (TYP.) ---- — —y � O — O NE 14TH ST �, �\ O O�41 EXISTING LANDMARK TREE TO BE RETAINED (TYP.); SEE ARBORIST REPORT FOR DETAILS 70 � �O\� 800361, 161N COT 800359, 121N COT i III �6 65 _ ROW 5�A O 91 - 4 , T-- l 55 1 56 , � -�' !----------- I 44 I I u 48 4'-7 i ROW l LOD (TYP.); _ AREA YET TO BE 1 II / �i - y�l AREA YET TO BE PROPERTY LINE (TYP.) O�O\. — POTENTIAL PARKING LOT LOCATION 9 STALLS AT 18' DEPTH AND 9' WIDTH SHOWN FOR FUTURE CONTEXT ONLY IINX2 FIR SEEI— — = CONSTRUCTED REPORT FORRDETAILS ,i — CONSTRUCTED-' .�� �I �z NI+IN CRITICAL AREA (TYP.) 1 � _ • \ � � % \ CRITICAL AREA BUFFER (TYP.) -- =—_ CRITICAL AREA 2J 27 128 O BUFFER (TYP.) ae 3 \ EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) - \ 35 36 A �� �% EXISTING SIGNIFICANT TREE TO BE REMOVED (TYP.) HP EXISTING LANDMARK TREE TO BE REMOVED (TYP.) III ( �� 22 3 21 2Q #5 l i 15 14 13 12 11 1 ,, y, A EXISTING TREE WITHIN ACCESS- - -' TRACT, TO BE REMOVED (TYP.) ROW-r z N OFF —SITE TREE (TYP.) \ �R4CT LT j TRACT 0 4 3 2 AN � IIII �d 0,5 Ew — — HP nHP — — NE 12TH STREET P z z W TREE RETENTION PLAN - 5/1/24 REVISION SCALE: 1" = 50' — 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 I NC. REVISION LEGEND O LOD* T DRIPLINE LANDMARK TREES TO BE RETAINED 0 PROTECTION _ FENCING LANDMARK TREES TO BE REMOVED MO LOD* DRIPLINE SIGNIFICANT TREES TO BE RETAINED V PROTECTION FENCING / v ( {? 1 SIGNIFICANT TREES TO BE REMOVED \ J / TREES WITHIN CRITICAL AREA TO BE RETAINED ( TREES WITHIN R.O.W., ALLEY, AND DRIVEWAY TO BE REMOVED OFF SITE TREES TO BE RETAINED (\ OFF SITE TREES TO BE REMOVED 0 CLEARING LIMITS O N * FOR DETAILS ON LOD, SEE ARBORIST REPORT PROVIDED BY GREENFOREST, INC. 1 , V — R.O.W. (TYP.) i — EXISTING TREE WITHIN PROPOSED PUBLIC STREET, SCALE • 1 — 50 TO BE REMOVED (TYP.) 0 25 50 100 SURVEYED: SCALE: - BY OTHERS HORIZON ALL HAD 11983/1991 DESIGNED: MY Y OF DRAWN: LINOSEY SOLOF/0 R E N TO N DANNY VILLAGRANA I ONE INCH DATUM CHECKED: IAT FULL SCALE Planning/Building/Public Works Dept. LINDSEY SOL OF/0 IF NOT ONE INCH B�/ DA APPR APPROVED: SCALE ACCORDINGLY LINOSEY SOLOF/0 IN 0 N N CIVIL ENGINEERING �SNIN�T LANDSCAPE ARCHITECTURE � <0��1 PLANNING DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P IN COMPLIANCE WITH CITY OF RENTON STANDARDS N DATE: O 0/11/202J FIELDeO PAGE: DRAWING NO: ® 010 SHEET: OF: 65 9.3 0 m L0 N O N N CONSTRUCT/ON RECORD DRA WINGS O O O O N v O O O N N CRITICAL AREA BUFFER (TYP.) 1 .\I\lti NE 14TH P1 \ \ \ -1 I�Y L 1_I 1 JII I I�FFli - NE 14TH CT -ILL Ik — IF I t 14TH ST —► C OFF -SITE TREE (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) PET WASTE RECEPTACLE (TYP.) PERIMETER LANDSCAPE BUFFER (TYP.) DECIDUOUS TREE (TYP.) 10' MIN. STREET FRONTAGE LANDSCAPE (TYP.) R.O.W. (TYP.) �' 6 III COMPOSITE LANDSCAPE PLAN SCALE: 1" = 50' - 0" BUILDING SETBACK (TYP.) RECREATIONAL AREA (TYP.); NET CLIMBER, BLOQX 3, AND WOBBLY BRIDGE. SEE DETAILS I FOR MORE INFORMATION. `s / 30' � . -� ;tea.• _. \\ AREA YET TO BE CONSTRUCTED V / I z� PAVED SEATING AREA (TYP.); BENCH ON SCORE CONCRETE. SEE DETAILS FOR MORE INFORMATION. STREET TREE (TYP.); SMALL SPECIES SPACED AT MIN. OF 30' O.C. STREET TREE (TYP.); LARGE SPECIES SPACED AT MIN. OF 50' O.C. EXISTING LANDMARK TREE TO BE RETAINED (TYP.) OFF -SITE TREE (TYP.) �m EXISTING NGPA TREE TO BE RETAINED (TYP.) \� \ PROPERTY LINE (TYP.) �912 l CRITICAL AREA BUFFER (TYP.) c� BUILDING SETBACK (TYP.) SEE SHEET L2.02 SEE SHEET L2.03 EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) AREA YET TO BE CONSTRUCTED T -r 1 I. ..h �I HIN R-MF ZONE R-10 ZONE UNDERGROUND LOCATOR SERVICE C% L L BEFOBE YOU CI (3/ 8 / / CONIFEROUS TREE (TYP.) RECREATIONAL AREA (TYP.); NET CLIMBER. SEE DETAILS FOR MORE INFORMATION. SCALE: 1" = 50' 0 25 50 100 SURVEYED: BY OTHERS DESIGNED: LINOSEY 50LOF/0 DRAWN: DANNY VILLAGRANA CHECKED: LINOSEY 50LOF/0 NC. REVISION BY DA ADE)R APPROVED: LINOSEY 50LOF/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 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 - / / 2 NET CLIMBER WILLYGOAT; POWDER COATED BLUE KOMPAN; e 1 BLOQX 3 LIME GREEN, GREY, AND DARK NAVY BLUE -- FORMS+SU R FACES; ® 15 BENCH SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH FORMS+SU R FACES; 1 PICNIC TABLE SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH FORMS+SU R FACES; 2 ADA PICNIC TABLE SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR 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 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 LAND OWNER. 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 3' OF UTILITIES. 6. SHRUBS SHALL BE PLANTED TO MAINTAIN AT LEAST 4 FEET OF CLEARANCE FROM THE CENTER OF ALL FIRE HYDRANTS/CONNECTIONS. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: LAD 1983/1991 DATUM C T Y OF RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING �SNIN�T LANDSCAPE ARCHITECTURE 0�01 PLANNING DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P� R-425543 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COKPOSITE LANDSCAPE PLAN O 0 0 N N N ODATE: 0//1/202J v, FIELDDG PAGE: DRAWING NO: 2®1 0 SHEET: OF: 67 99 CONSTRUCTION RECORD DRA WINGS N O NE 14TH PL O VE 14TH CT AREA YET TO BE CONSTRUCTED 17' PERIMETER LANDSCAPE BUFFER (TYP.) CRITICAL AREA BUFFER (TYP.) LANDSCAPE PLAN SCALE: 1" = 30' - 0" 6' CEDAR FENCE (TYP.) PROPERTY LINE (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) DECIDUOUS TREE (TYP.) RECREATIONAL AREA (TYP.); NET CLIMBER, BLOQX 3, AND WOBBLY BRIDGE. SEE DETAILS FOR MORE INFORMATION. CONCRETE PATHWAY (TYP.); GRAVEL CORNER CUT. PAVED SEATING AREA (TYP.); BENCH ON SCORED CONCRETE. SEE DETAILS FOR MORE INFORMATION. ss R.O.W. (TYP.) 1 \ �,. IT F — T- -- — _� II,yL��—_ SEE SHEET L2.03 CONIFEROUS TREE (TYP.) GROUNDCOVER (TYP.) STREET TREE (TYP.); SMALL SPECIES SPACED AT MIN. OF 30' O.C. 1- MAN BOULDER (TYP.) �_ PICNIC TABLE (TYP.) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 SURVEYED: BY OTHERS DESIGNED: LINOSEY SOLOF/0 DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLOF/0 NC. REVISION BY D\= APPR APPROVED: LINOSEY SOLOF/0 SCALE: STREET TREE (TYP.); LARGE SPECIES SPACED AT MIN. OF 50' O.C. EXISTING LANDMARK TREE TO BE RETAINED(TYP.) SPLIT RAIL FENCE (TYP.) PET WASTE RECEPTACLE (TYP.) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM CRITICAL AREA BUFFER (TYP.) OFF -SITE TREE (TYP.) - TREE WITHIN NGPA TO BE RETAINED (TYP.) SPLIT RAIL FENCE (TYP.) mmm. fwA ;e MY Y OF V4131• RENTON Planning/Building/Public Works Dept. SCALE: 1" = 30' 0 15 30 60 CIVIL ENGINEERING -SNIN�T LANDSCAPE ARCHITECTURE �� 0��1 %OUKC PLANNING ��zw� DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 4/1� I�, �v _\1 R-425544 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 &3/%926 N�EY12TH ST, RENTON,�/WA 98056 /J�� A 1 tl' SCAPE % A 1 tl' N N N DATE: O 0/11/202J FIELDDG PAGE: DRAWING NO: L2.02 0 SHEET: OF: 68 9,3 CONSTRUCTION RECORD DRA WINGS 2 0 0 0 N N O O O N N CONSTRUCT/ON RECORD DRA WINGS !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'SUN DANCE' 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 (D 35 SYMPHORICARPOS ALBUS 58 VACCINIUM OVATUM T 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 311 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. SURVEYED: SCALE: BY OTHERS DESIGNED: LINOSEY SOLOF/0 DRAWN. DANNY VILLAGRANA ONE INCH CHECKED: AT FULL SCALE LINDSEY SOL OF/0 IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LINOSEY SOLOF/0 VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM ;R MY 0F RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING �SNIN�TCORE LANDSCAPE ARCHITECTURE �� 0��1 PLANNING ��zw� DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P� R-425546 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, W/AJ��/%98056 PLANT O O N N N DATE: O 0//11202J FIELDDG t„ PAGE: DRAWING NO: 12.04 O SHEET: OF: 70 9.3 CONSTRUCTION RECORD DRA WINGS 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' PLANT TREE SO THAT THE TRUNK ° • ° • CROWN IS VISIBLE AT THE TOP OF ° THE ROOTBALL; SET TOP OF • • • °° ° e ROOTBALL FLUSH TO GRADE; DO • • • • NOT COVER THE TOP OF THE • ° �• °• ROOTBALL WITH SOIL • ° • • e • • • • r ° • ; MIN. 2" MULCH; DO NOT PLACE IN • • • • e� : CONTACT WITH TRUNK • ° • • ° REMOVE ALL TWINE, WIRE ° • ° • • • AND BURLAP FROM TOP • • • ° ee•~� HALF OF ROOTBALL; NON • ° • ° • BIODEGRADABLE MATERIAL ° • • • ° SHALL BE REMOVED COMPLETELY 4" HIGH EARTH SAUCER AROUND F- EDGE OF PLANTING PIT ROOT ALL��' DIMENS10N\ ..� ..� / STAKES SHALL EXTEND A MIN. OF 12" 1' INTO UNDISTURBED SOIL t- 1 12 x ROOTBAL DIA. 2 x ROOTBALL DIA. 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 13 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 PLANTING CONIFER TREE NOT TO SCALE PLANTING SHRUB ON SLOPE 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 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 12 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 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 �101we Yfmw:_ 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 RUBBER HOSE AT TREE; HOSE PRUNE TREE AS DIRECTED IN SHALL BE LONG ENOUGH TO PLANTING NOTES PRUNE TREE AS STAKES SHALL EXTEND A MIN. OF 1' INTO DIRECTED IN ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL e e • e PLANT TREE SO THAT THE TRUNK UNDISTURBED SOIL - SEE DECIDUOUS TREE PLANTING NOTES • • e e PLANTING DETAIL FOR MORE INFORMATION BRANCHES FROM THE WIRE • e 1 e e • CROWN IS VISIBLE AT THE TOP OF THE PLANT TREE SO THAT • ° ° •e• e ROOTBALL; SET TOP OF ROOTBALL AT \ THE TRUNK CROWN IS 3 HARDWOOD STAKES OR OTHER e • • * e° • SURFACE OF SLOPE; DO NOT COVER NOTE ON SOIL STABILIZATION: VISIBLE AT THE TOP OF PLANT APPROVED MATERIAL; ALL STAKES • e e e. e e e TOP OF THE ROOTBALL WITH SOIL SECURE ALL EXPOSED CUT AND FILL -- - THE ROOTBALL; SET TOP TO BE DRIVEN OUTSIDE THE • e • �i e e • OF ROOTBALL AT SET CROWN OF PLANT AT ROOTBALL, AT 120° SPACING • • • ° ° e e ° e MIN. 2" MULCH; DO NOT PLACE IN SLOPES ADJACENT TO NEW PLANTING FINISHED GRADE • • • �. 0 CONTACT WITH TRUNK WITH HYDROSEED, BIODEGRADABLE / SURFACE OF SLOPE; DO • e e EROSION CONTROL MESH OR MATTING, NOT COVER TOP OF THE GALVANIZED WIRE OR CABLE; e • • • • • - e REMOVE ALL TWINE, WIRE, AND OR OTHER APPROVED METHOD ROOTBALL WITH SOIL 2" LAYER OF MULCH; TWIST WIRE TO TIGHTEN ONLY e g ° • BURLAP FROM TOP HALF OF TAPER TO CROWN ENOUGH TO KEEP FROM SLIPPING • e ° ° e ROOTBALL; NON -BIODEGRADABLE MIN. 2" MULCH; DO NOT (ALLOW FOR SOME TRUNK e ° e ° • e • MATERIAL SHALL BE REMOVED PLACE IN CONTACT WITH MOVEMENT) • �e COMPLETELY \ TRUNK CORNER OF ROOT SYSTEM e • • e • • TO BE AT LINE OF ORIGINAL e e e ° • ° ROUGHEN EDGES OF PIT ROUGHEN EDGES OF PIT e GRADE, WHILE BELOW UPPER CUT • e ° 4" HIGH EARTH SAUCER UPPER CUT 4" HIGH EARTH SAUCER FINISHED GRADE SLOPE: 2:1 AROUND EDGE OF NAROUND EDGE OF SLOPE: 2:1 MAX. PLANTING PIT MAX. PLANTING PIT SAUCER 2" HIGH ABOVE �//jam/jam//�/� BACKFILL - 2:1 MAX. SLOPE ��j�� �� ��-� BACKFILL - 2:1 MAX. SLOPE XX MULCH: /i//j/�j/�j �/�// �'� FIRMLY COMPACT FILTER FABRIC �V�j�Aj�j ��/ / FILTER FABRIC 3 M I N . FINISHED GRADE �%���j/jam/j� TREE MIN. W/ FLTER FABRIC �%��/. TREE MIN. W/ FLTERPER BEHIND TO PREVENT SOIL �i. FABRIC BEHIND TO /ice 3 MIN. TAMP TOPSOIL BACKFILL WASH THROUGH; BURY A / PREVENT SOIL ROOTBALL TAMP TOPSOIL WASH THROUGH; BURY A AROUND ROOTBALL BASE MIN. OF s OF BOULDER BACKFILL AROUND FIRMLY WITH FOOT PRESSURE BELOW EXISTING SLOPE MIN. OF 3 OF BOULDER ,` ROOTBALL BASE FIRMLY 3�4 /� BELOW EXISTING SLOPE TOPSOIL TO AVOID SHIFTING OF 1 ' �..`-s�:`�=-�<:�;.:�.�, ;' = i��i� SURFACE FOR STABILITY � =� ,; Y�`�•r; BACKFILL &FERTILIZER 1 2 X >:; :;" �' ��/�� WITH FOOT PRESSURE �� `, ti c ��Aj�Aj�A/ SURFACE FOR STABILITY ROOTBALL r.. e _ /X//x ROOTBALL'`�" TO AVOID SHIFT OF ..,• •c; .i.; DIA. �'': <. �O� ROOTBALL 1 2x ROUGHEN ALL SURFACES OFNOTE ON SOIL STABILIZATION. PIT ��`� ��ROOTBAL /'vvv SECURE ALL EXPOSED CUT AND//�////�/� EXISTING] ///; ; yV�jA�; A�jA�jAti GRADE; 2:1 DIA. FILL SLOPES ADJACENT TO NEW EXISTING GRADE; CUT NEW ROOT MASS TO PLANTING WITH HYDROSEED, %%//%x SLOPE MAX. REMOVE ALL TWINE, WIRE, /, 2:1 SLOPE MAX. STIMULATE NEW ROOT BIODEGRADABLE EROSION %�:�% %/�i� _ ' j/�� AND BURLAP FROM TOP GROWTH �/ A��V��V�%��� �����%�i ` HALF OF ROOTBALL; �!�A�\ j��j��j��j��j��j�� . j��j� N CONTROL MESH OR MATTING, / / / UNDISTURBED NATIVE SOIL OR OTHER APPROVED METHOD. � NON -BIODEGRADABLE PLACE ROOTBALL ON UNEXCAVATE MATERIAL SHALL BE 1' MIN. ��� PLACE ROOTBALL ON STAKES SHALL UNDISTURBED ND A OF SOIL/UNDISTURBED NATIVE SOIL TO PREVENT 12" INTO UNDISTURBED SOIL _ REMOVED COMPLETELY UNEXCAVATED/UNDISTURBED NATIVE SETTLING SOIL TO PREVENT SETTLING PLANTING DECIDUOUS TREE ON SLOPE PLANTING CONIFER TREE ON SLOPE NOT TO SCALE NOT TO SCALE CIVIL ENGINEERING -SNIN�T LANDSCAPE ARCHITECTURE �� 0' PLANNING DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P� R-425547 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH SURVEYED: BY OTHERS SCALE: VERTICAL: NAVD 83/1 HORIZONTAL: HAD 193/1991 DATUM � � � � � RENTON V420 Planning/Building/Public Works Dept. TOWNS ON. 2TH 3916&3926NE12THST, RENTON, WA 98056 LANDSCAPE S DATE: �L 025 p17 U 3 REVISED PER CITY COMMENTS KEL 0/11/2 HHH DESIGNED: LINOSEY 50LOF/0 4 RIEL D CHANGE # 1 DNV 5/1/24 LB PACE:FIELDGOK: PAGE: 5 STAIR REVISIONVILLAGRANA KEL 7/17/25 HHH DRAWN: DANNY I ONE INCH DRAWING NO: �® 31 6 STAIR REVISION — REVISED PER CITY COMMENTS KEL 8/7/25 HHH CHECKED: LINDSEY SOL OF/0 I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N O. REVISION BY DATE AP P R APPROVED: LINOSEY 50LOF/0 SHEET: OF: 71 99 O 0 N N ► 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" _ -' 2% +, 4 �A A�//\V 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 WSHED ROCK BASE COURSE DMPACT TO 95%) oJBGRADE COMPACTED TO 95% � CONCRETE PAVING NOTES: 3 - 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 1 II IIIII'1 I I u�I Ili III III � C 4 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 EAMEAMEAN SPLIT RAIL FENCE SCALE: NOT TO SCALE NOT TO SCALE 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 6" NOT TO SCALE Wobble Bridge NR0810 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 / 03t30/2023 KOMPANOL Let's play Item no. NRO810-1001 General Product Information Dimensions _xWXH 12'6"x4'1"x57' Age group 5-12 Play capacity (users) 3 Color options • O01 Vt - • /Data is subject to change without prior notice. 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 NR0810 Max fall height I'* Total height I '** Safety surfacing area WOBBLY BRIDGE SOURCE:KOMPAN NR0810 * V-4" / 42cm " 4'-7" / 140cm "'364fK / 33.8m' Max fall height I'* Total height € E NR0810 KOMPAN Let's play KOMPANNNNNNNNN Let's play Item no. NROB10-1001 Installation Information Max fall height 115" Safety surfacing area 364ft' Number of installers 2 Tote ot installation time 6.6 Excavation volume 0.37yd' Concrete volume 005yd' 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 CIVIL ENGINEERING �SNIN�T LANDSCAPE ARCHITECTURE 7� o��l PLANNING DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P� R-425548 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH SURVEYED: BY OTHERS SCALE: VERTICAL: NAVD 83/1 HORIZONTAL: HAD 1983/1991 DATUM _ C �� ,� RENTON Planning/Building/Public Works Dept. YYY��YY �V l /7 TOE" NS ON f2TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 A SA PE -EiTAS : 81712025 3 REVISED PER CITY COMMENTS KEL o/11/2 HHH DESIGNED: LINDSEY SOL OF/0 4 FIELD CHANGE # 1 D N V 5/ 1 /2 4 LES POOK: PAGE: ACE: 5 STAIR REVISION KEL 7/17/25 HHH DRAWN. DANNY VILLAGRANA ONE INCH DRAWING NO: 2® 2 6 STAIR REVISION — REVISED PER CITY COMMENTS KEL 8/7/25 HHH CHECKED: L/NOSEY SOLOR/0 IF NOT ONEONCH SCALE ACCORDINGLY N O. REVISION BY DATE AP P R APPROVED: LINOSEY 50LOF/0 SHEET: OF: 72 9,3 0 0 N (M N v O O N N Zs O 0 r� Z ti O Z O KNIGHT"" BENCH PRo011CTDATA FORMS+SURFACES W�IIyGoo� 04/06/2023 Star Ship Orbiter Merry -Go -Round Net Climber &antl: Playground Equipment Regular Price: $7,472.00 Sale Price:$6,748.00 Certifications: Meets National Starammi for ASTM F1487-17 CPSC Guidelines #325 Product Specifications: Aga Range: 2 to 12 years old rapacity: 13-18 EqulpmeM Weigle: 7601b Fall Height: 5 It Use zone: 19 ft x 19 ft ASTM Caudill ASTM F14B7.17 CPS r Guidelines #325 CPSC Cenifed Description: Children will be all too eager to blast off on the Sbrship Orbiter. Combining the excitement of roundabout with Me challenge of a rope limber, the Starship Odder brings new ways to play on the playground. The main portion is an angled set of ropes with a small door near ground level that allows children to utilize the interior surfaces as an enclosed merry-go-mund. On the muscle, kids will face the additional difficulty of a moving Pysurface that rocks as they move. The system works o children s vestibular senses, helping them to g handle moving situations. Socialization is automatically taught as half of the fun requires another individual to spin ft. The Starship Orbitercomes I, avariety of powder coat paint colors to match yourtheme or to inspire your color Palefte. For scale, the last image includes an American male figure of average height. 1. Pole Installation a D C u A a BENCH VIr1 SOURCE: FORMS+SURFACES CUSTOMER APPROVAL X DATE: X 6 5 3 2 I METALLIC TEXTURES ER aleXLa o XERwGE MAC1gNnL •I/32 ulARiepMo. •l°• a nnca oicwaL:o° a owu ALUMINUMTEXTURE DARK BRONZE METALUCTB(TURE J Footprint: 6'-9" x 6'-9" SKU: PFN008 PIaygrounment dEquip Use Zone: 18'-9" x 18'-9" Created On: August 8, 2019 The information provided on this sheet is subject to change without notice. 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 post. To ensure the best outcome, make sure the sign is flush with the top of the pole. 2. Using the second hardware set (I attach the dispenser box (I directly under the sign leaving about 1" in-between. Open the box, align the holes to the steel post and attach with the two bolts.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 (I 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 hole and you're all set! Note., This dispenser fits all types of bags. N you are using boxed bags (Item E40), you will need to slip a converter (Item 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.petwasteeliminatorcom PET WASTE RECEPTACLE SOURCE: PET WASTE ELIMINATOR NET CLIMBER SOURCE: WILLY GOAT D B A 1` APIED(" TABLE ENSEMBLE PRODUCTDATA FORMS+SURFACES' BLOQX 3 BLX4103 + APEX" TABLE ENSEMBLE NOMINAL DIMENSIONS (CONTINUED) _ omar I� o, ml ORN O ml em MODEL aheALLLENGIH SEAT IENGIH owRALLBEPm OYFRALLHEGHT SEAT HEIan y BGN AWMIWIM WMAMI STAPX-3BA/C 87" (2,210 men) 40" (1,016 men) 67" 0,702 men) 29' (737 men) 17" (432 mm) 316Ibs 043 kg) 2931bs (132 kit) STAPX-30BAAD 87"(2,210 men) 40"0,016 mm) 67"0,702 mm) 29'(737 men) 1T'(432 men) 33411,sn ku 3121to (142 kg) Dreal tangle ❑ nth' 0 6rerdl L or M� MODEL OYERALLL&G1H SMTL&G1H OYEa1LL OFmH wERALL XEIGHr SEAT Xaan wEMX ALeMIbe. (xMARU • " 3451bs D 56 kg) STAPX-4BQVC 87'(2.210 men) 10-0,016ram) 9"R210 men) 29"(]37 men) 1T(432 mm) 1 3951hs(1791,g) 3701hs O68 kg) PICNIC TABLE SOURCE: FORMS+SURFACES KOMPAN' 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"xT12N1O'1O" Age group 5 - 15 Play capacity (users) 16 Color options 000 aWr�s _* OW © �rWsf�t 24'-3' 39an The iconic, geometric shaped blocks and balancing at your own speed makes the awareness, having a positive impact on encourages climbing and meeting particularly BLOQX- 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 BLOCl 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 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH SURVEYED: OTHERS SCALE: 3 REVISED PER CITY COMMENTS KEL 0/11/2 HHH DESIGNED:: LINOSEYSOLOF/0 4 FIELD CHANGE #1 DNV 5/1/24 LBS 5 STAIR REVISION KEL 7/17/25 HHH DRAWN: DANNY l/ILLAGRANA ONE INCH 6 STAIR REVISION — REVISED PER CITY COMMENTS KEL 8/7/25 HHH CHECKED: D LINDSEY SOL OF/0 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N O. REVISION BY DATE AP P R APPROVED: LINOSEY 50LOF/0 /Data is subject to change without poor notice. BLOQX 3 SOURCE:KOMPAN VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 C T Y OF R RENT0N 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 FSC- 100%. • Standard powdercoat finishes are no-VOC; non-standard powdercoat finishes are no- or In-VOC, depending on color. • Low maintenance; easy to disassemble. MODEL NUMBERS AND DESCRIPTIONS M— DeampnoX STAPX-OBA Apex Tablo, abminumslds STAPX-OBC Apexl&6, FSC t00% Cumau hardacodslas STAPX-2RA Apex Table Fneembl&lwnaudacemount bencheswdhnanawMgs,alumlrur,stake STAPX-2BC Apart Table Ensel Wsurface mount bencheswMl nanaw lags, FSC 100% Cumam hardsaoddets STAPX-2BOA Apart Table Fnsembl& Wreedanding bencheswlN squarelogs, aluminumelab STAPX-2BOC Apse Table Ensemble, Mefcastanding benches wrh square lags, FSC'100% Cumam Mt.ad slats STAPX-3BA Apure Table Ensemble,three sm.. mrmc benches with ie— bp, ADA option aluminum slats STAPX-3BC Apure Table Ensemble, three surface rut benches with ie—legs, ADA option, FSC 100% Camara hardwood gals STAPX-3BOA Apex Table atsanble, three freestanding benches with square legs, ADAoptbn, aluminum slats STAPX-3BOC ADex Table atsanble, three heestanding benches with aware legs,ADAoptbn, FSC•100% Cumam hardwood slats STAPX-4BA Apex Table atsarnble,four surface mountbenchesWin memvlogs, aluminum are STAPXABC Apex Tads Fnsamble, bur surface mount benches with new legs, FSC 100%Cumam hardwood dab STAPXABOA Apex Table Fnearable,four freestanding benches with square legs, aluminum one STAPX-4BOC Apex Table &sarable,four freestanding benches with square lega, FSC•100% Cumm hardwood data PRODUCT OFRONS The following options are available for an upcharge Slalnlesa bled anchors and in ra Mbulb Dust. RAL poMMlmat color Umbrello Mle and sloare - re4lretl fa use withtlw Solorle Sulahale LEAD TIME: 6 to 8 weeks. Shorter lead times may be available upon request. Please contact us to discuss your specific timing requirements. PRICING: Please Contact us at 800.451.0410 or salesdpforms-sudaces.com. At Forms+Surtaces, 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 worldwide to assist with the front-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, powde'Num color for frame, umbrella hale and sleeve. Quote/Order Forms are available on our websits to lead you through the specification process in a simple checkbox format. METALLIC TEXTURES E E E SILVERTEXTURE ALUMINUMTEXTURE DARK BRONZE MEDALUCTFXTURE DARK GREY METALLIC TEXTURE BLx410302 " 9' 10" / 3GOcm 377.4fP t' 34. rr / 34.5m' KOMPAN Let's play ` Max fall height I "Total height • • a e r• E � r a a o sea BLX410302 KOMPANNNNNNNNN� Let's play Item no. BLX410302-3717 Installation Information Max. fall height 10,10" Safety surfacing area 3711E Number of installers 2 Total installation time 21.1 Excavation volume 1.37yd' Concrete volume 0.42yd' Footing depth (standard) 3'11" Shipment weight 9901bs Anchoring options In -ground Surface v Wartanty Information Climbing panels (PP) 10 years Corner brackets 10 years Climbing grips 10 years Hot dip galvanmed steel Lifetime Spare parts guaranteed 10 years CIVIL ENGINEERING _�Sy/NETCORE LANDSCAPE ARCHITECTURE �� o� �l PLANNING �Zw� DESIGN SURVEYING v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 0 AP�P� R-425549 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 LANDSCAPE AS 0 0 O O N v O O N 0 DATE: 8/7/2025 r �, EIELDD PAGE: DRAWING NO: L2.33O SHEET: OF: 73 93 0 0 83 851, ROV! 6! � IV/ 86 " 70 l h;i 88 l 69� - 89 68 — 16 �� I a� • I - I � 66 65 b4 90 1 4I 67 L 1 l RECREATION AREA (TYP.) TRACT o I ROW 5 a � 53 54 55 56 57 58 5c. TRACT L ;I %J I — PASSIVE COMMON OPEN SPACE TYP. III' I' ACTIVE COMMON OPEN SPACE (TYP.) AREA YET TO BE DOG RUN (TYP.) CO NSTR U CTE D 7 R.O.W. (TYP.) OPEN SPACE PLAN SCALE: 1" = 50'- 0" . I. 25 26 27 28 29 3 22 21 19 lis 4 T—= TRACT H 40 0 ,1 41 �I 1 42 - J f 1 32 33 34 35 36 3` T - — � II'I -�°'IY GIs 1 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIG/ 8// 0 OPEN SPACE LEGEND AREA OPEN SPACE TYPE 19,791 SF COMMON OPEN SPACE -ACTIVE 38,536 SF COMMON OPEN SPACE - PASSIVE 4,497 SF COMMON OPEN SPACE EASEMENT 18,311 SF COMMON OPEN SPACE PEDESTRIAN CONNECTIONS ■ 19,947 SF NON -COMPLIANT PRIVATE OPEN SPACE 27,592 SF PRIVATE OPEN SPACE * NON COMPLIANT PRIVATE OPEN SPACE CONSISTS OF AREAS WHERE THE MINIMUM REQUIRED AREA AND DIMENSIONS STANDARDS ARE NOT MET. EX. PORCHES, PATIOS, DECKS, AND MISCELLANEOUS BITS OF LANDSCAPING. PROPERTY LINE (TYP.) PRIVATE OPEN SPACE (TYP.) NON -COMPLIANT PRIVATE OPEN SPACE (TYP.) COMMON OPEN SPACE PEDESTRIAN CONNECTIONS (TYP.) RECREATION AREA (TYP.) 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 174 SF 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 346SF 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 260SF 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 OSF 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 32 SF Y OSF 42 344SF 179SF Y OSF 43 303SF 176 SF Y OSF 44 0 SF 290 SF N 250 SF 45 754SF 78SF Y OSF 46 780SF 31SF Y OSF 47 OSF 191 SF N 250 SF 48 OSF 368 SF N 250 SF 49 OSF 366 SF N 250 SF 50 OSF 193 SF N 250 SF 51 OSF 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 OSF 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 83 SF 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 SURVEYED: SCALE: 3Y OTHERS DESIGNED: L INOSEY SOL OF/0 DRAWN: OANNY VILLAG'RANA ONE INCH CHECKED: AT FULL SCALE � LINDSEY SOL ORIO IF NOT ONE INCH NG. REVISION B DA APPR APPROVED: SCALE ACCORDINGLY LINOSEY SOLORlO VERTICAL: NAVD 1988 HORIZONTAL: LAD 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: 31,500 SF (350 SF PER UNIT, PER RMC 4-2-115.E) TOTAL COMMON OPEN SPACE REQUIRED: 44,500 SF (13,000 SF + 31,500 SF) PROVIDED COMMON OPEN SPACE: 81,138 SF 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 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; e 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 I 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 C TY 0F PRI RENTON Plcnning/Building/Public Works CIVIL ENGINEERING �SNIN�T LANDSCAPE ARCHITECTURE 0�01 PLANNING DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P� R-425550 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, PLAY 98056 'YSA LA��/ O O N N N ODATE: FIELDDG 0/111202�3 PAGE: DRAWING NO: 3® 010 SHEET: OF: 74 9.3 CONSTRUCTION RECORD DRA WINGS NE 14TH PL h IIII " NE 14TH CT 114 I If III' I III 11. I 14TH ST \O(RFF �I OFF -SITE TREE (TYP.) CRITICAL AREA BUFFER (TYP.) — BUILDING SETBACK (TYP.) — BACKFLOW DEVICE (TYP.) COMPOSITE IRRIGATION PLAN SCALE: 1" = 50' - 0" CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) 59 . 1 sz Q nnt.l w R-MF ZONE — — — — — — — — — — — — \ alL�IT Ial �111I R-10 ZONE 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.) SEE SHEET L4.02 SEE SHEET L4.03 SCALE: 1" = 50' 0 25 50 100 SURVEYED: BY OTHERS DESIGNED: LINOSEY SOLOF/0 DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY 50LOF/0 NC. REVISION BY DA 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 C TY OF RENTON f;R Planning/Building/Public Works Dept. CIVIL ENGINEERING �SNIN�TCORE LANDSCAPE ARCHITECTURE �� 0�01 PLANNING ��zw� DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 4/1� AP�P� R-425551 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COAfPOSITE IRRICA TIOY PLAY O O O N N N ODATE: FIELDDG 0//11202�3 PAGE: DRAWING NO: ® 010 SHEET: OF: 75 9.3 CONSTRUCTION RECORD DRA WINGS N O NE 14TH PL Z OO IIr F VE 14TH CT II. 1 IRRIGATION PLAN SCALE: 1" = 30' - 0" 01 74 82 73 - 9.72 AREA YET TO BE 1 CONSTRUCTED 72 CRITICAL AREA BUFFER (TYP.) PROPERTY LINE (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) REMOTE CONTROL VALVE (TYP.) 8.29 -' F 33.51 ��Go - -11. l - . SHRUB ROTOR (TYP.) �_- R.O.W. (TYP.) 3.91 7 7 6.88 3 � r'' -- 56 57 58 59 �■■ mmOW=mm=gym 1" SEE SHEET L2.03 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 MAINLINE (TYP.) EXISTING LANDMARK TREE TO BE RETAINED(TYP.) •146 7- �. 601 -� DRIP LINE (TYP.) RAIN SENSOR (TYP.) SHRUB SPRAY (TYP.) CONTROLLER (TYP.) SURVEYED: BY OTHERS DESIGNED: LINOSEY SOLOF/0 DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLOR10 NC. REVISION BY DA 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.) OFF -SITE TREE (TYP.) TREE WITHIN NGPA TO BE RETAINED (TYP.) \' ,- LATERAL LINE (TYP.) tvA;e C T Y OF RENTON • Planning/Building/Public Works Dept. I I SCALE: 1" = 30' 0 15 30 60 CIVIL ENGINEERING �SNIN�TCORE LANDSCAPE ARCHITECTURE �� 0��1 PLANNING ��zw� DESIGN SURVEYING v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 0 AP�P� R-425552 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 A jV 00 O O O N N O O N N N DATE: O 0/11/202J FIELDDG PAGE: DRAWING NO: . 2 0 SHEET: OF: 76 93 CONSTRUCTION RECORD DRA WINGS SEE SHEET L2.02 w W ° - ° 9!07 36 F1 RD - - - - -- - I I V 65 y D ° °o 0 ° 0 0 . 9 0 IL1 11AI-9.:-66— 11911— — "II I II I Iijl 20 i 10.3 4" OFF SITE TREE (TYP.) 51 50 9 6 rl r \ 47 R( a TREE WITHIN NGPA TO I 15 3.94 BE RETAINED (TYP.)�Ji awr N - CRITICAL AREA BUFFER (TYP.) �� — / I _ � 14 9.73 ; a� I O _ 11g _ d RD de I — o I° Z L AREA YET TO B E 111 I e I Ii 24 2• CONSTRUCTED 29 30 I!'o 10 O - L o BUILDING SETBACK (TYP.) r I 11 2 .4 / .��} 23.0 9I @ CC o II I 1 25.8 13 _In O D cc I 0 o � 8.92 5 a -° o ° o 11 - ° I � co I .16 8 ��I li� �I� -llJ; �D / 9.92 6 1 III 1l� �; of � = �o ,I III 1 III � 1 1 23 22 21 20 �`I IIII 19 18 R-MF ZONE OW 4 I R-10 ZONE 11�I ROW 2 � LAWN SPRAY (TYP.) I I i , �-1 __ 22.8 4 ;� J - � I` N I - I 0 23.2 52 � 9.44 3 I 1" I Il7 6 5( BACKFLOW DEVICE (TYP.) 16.0 51 2 I� 11 a 1 P.O.C. 1 III Ili u'II F-7 �� I A 42 - - a \ \ 0 4 I\ \ l 0 67 2 1 1 � 44 1 ° c a - $6 - 1 'I PIPE SLEEVING (TYP.) ROW 3 j0 60 I 21.3 II a � 3 6,5 3 h31 32 33 34 135 36 l�l b1 8.9 9.6� 63- �� 64 11.3 111 it I I I 71111 KD� . RD - RD - RDA RD RD 0 I ICI II 1 � I AREA YET TO B E I I CONSTRUCTED II 59 18.8 ROW 1 �Z I 57 1 24.1 I ! I ,� 1 1 i I�RA I�Off �I � � 4 3� � 2 5 14.�112 "I 53 5.75 �I ,I 1' 0 1 54 17� I I n r 3 56 a a a a a a L�.�— d° as 17.2 45 � I — 6 8.79 _�� — M --- 18. 47 — 1�1 14. 8 49 10. 50 16.3� _ — - — NE 12T H STREET = I 30' Mw. (TYP.) W w w--_t:7RNITIIbl W — v W IRRIGATION PLAN CONTROLLER (TYP.) RAIN SENSOR (TYP.) SCALE: 1" = 30' - 0" UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.I 311 SURVEYED: BY OTHERS DESIGNED: LINOSEY SOLOF/0 DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY 50LOF/0 NC. REVISION BY DA 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.) fwA ;e MY Y OF V4131• RENTON Planning/Building/Public Works Dept. I I SCALE: 1" = 30' 0 15 30 60 CIVIL ENGINEERING �SNIN�T LANDSCAPE ARCHITECTURE �� 0��1 PLANNING DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 4/1� AP�P� R-425553 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 A jV 0 O N N N DATE: O 0/11/202J v, FIELDDG PAGE: DRAWING NO: . 0 SHEET: OF: 77 9.3 CONSTRUCTION RECORD DRA WINGS 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: 11" 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 BEFOR/E 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. �D s In 0 0 (o 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 HUNTER PROS 00 15 SERIES 17 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F 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. 1.5 RAIN BIRD 3500-S-PC-SAM 1.5 6 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 2'Q� RAIN BIRD 3500-S-PC-SAM 2.0 9 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 3_0� RAIN 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. EQUIPMENT SCHEDULE (CONT. PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION 30 IVI 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 SURVEYED: BY OTHERS DESIGNED: LINOSEY SOLOF/0 DRAWN. DANNY VILLAGRANA CHECKED: LINOSEY SOLORlO NU. REVISION BY DATE APPR APPROVED: LINOSEY 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 R E N T 0 N 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 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 CIVIL ENGINEERING �SNIN�TCORE LANDSCAPE ARCHITECTURE �� 0,'�1 PLANNING ��Zw� DESIGN SURVEYING 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 4/1� \' R-425554 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 N�EY 12TH ST, RENTON, WA 98056 IRRICA N S®NOTES PC 1 I• N DATE: O 0//11202J FIELDDG t„ PAGE: DRAWING NO: 14.04 O SHEET: OF: 78 9,3 CONSTRUCTION RECORD DRA WINGS 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" BOX 2FIELD VALVES.,VAULT T O EXTEND MWV6" BELOWR APED OGETOHERIATS VALVE. 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. HEAD TO HEAD LAYOUT NOTE: PLAN VI 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 N 0 M L0 N O N N 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 �T 5 '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 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 SURVEYED: BY OTHERS DESIGNED: LINOSEY 50LOF/0 DRAWN: DANNY VILLAGRANA CHECKED: LINOSEY SOLORIO NO. REVISION BY DATE APPR APPROVED: LINOSEY 50LOF/0 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 0 v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 AP�P� R-425555 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 IRPICA N DETAILS O 0 0 N N N DATE: O FIELDDG PAGE: `0//11202J t„ �� DRAWING NO: ®3 SHEET: OF: 79 9.3 CONSTRUCTION RECORD DRA WINGS 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.. 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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 ......;. 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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