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HomeMy WebLinkAboutzR-4048SetLEGAL DESCRIPTION (NEW PARCEL A PER PENDING BLA NO. -) PARCEL A A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 4; THENCE SOUTH 01'55'35" WEST, ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 4 FOR A DISTANCE OF 491.28 FEET; THENCE NORTH 88'21'14" WEST, 30.00 FEET TO A POINT ON THE WEST LINE OF THE EAST 30.00 FEET OF SAID NORTHEAST QUARTER; THENCE CONTINUING NORTH 88'21'14" WEST, A DISTANCE OF 1,286.50 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 01'35'49" EAST, ALONG SAID WEST LINE FOR A DISTANCE OF 490.77 FEET TO THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 88'22'34" EAST, ALONG SAID NORTH LINE FOR A DISTANCE OF 1,129.32 FEET TO THE WEST LINE OF THE EAST 190.00 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 01'55'35" WEST, ALONG SAID WEST LINE FOR A DISTANCE OF 8.00 FEET; THENCE SOUTH 88'22'34" EAST, A DISTANCE OF 160.00 FEET THE WEST LINE OF THE EAST 30.00 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 01'55'35" WEST, ALONG SAID WEST LINE FOR A DISTANCE OF 483.27 FEET TO THE POINT OF BEGINNING; EXCEPT THE FOLLOWING DESCRIBED PORTION OF THE ABOVE DESCRIBED PORTION OF LAND: COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PORTION OF LAND; THENCE NORTH 06'36'37" WEST, A DISTANCE OF 70.73 FEET TO THE POINT OF BEGINNING; THENCE NORTH 01'55'35" EAST, A DISTANCE OF 225.79 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE OF 90'09'36"; THENCE NORTHWESTERLY ALONG THE ARC A DISTANCE OF 31.47 FEET; THENCE NORTH 88'04'25" WEST, A DISTANCE OF 43.49 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 223.50 FEET AND A CENTRAL ANGLE OF 20'44'32"; THENCE WESTERLY ALONG THE ARC A DISTANCE OF 80.91 FEET; THENCE SOUTH 01'38'45" WEST, A DISTANCE OF 232.00 FEET; THENCE SOUTH 88'21'15" EAST, A DISTANCE OF 141.57 FEET TO THE POINT OF BEGINNING. TREE PROTECTION: THE PROPOSED PROJECT IS REQUIRED TO SAVE AND PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS, INC. DATED (12/15/17). FOR FURTHER DETAIL PLEASE REFER TO SHEET 57 TO 68 OF THIS PLAN SET. ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO.: C18006619 EARLY CLEAR & GRADE PERMIT NO.: ROCKERY RETAINING WALLS PERMIT NO.: LOCK+LOAD RETAINING WALLS PERMIT NO.: DETENTION VAULT PERMIT NO.: AREA TABLE TRACT/USE AREA (SF) A DRAINAGE, LANDSCAPING, AND UTILITIES 37,647 B OPEN SPACE 10,993 C OPEN SPACE 16,942 D OPEN SPACE 2,948 E OPEN SPACE 188,249 PUBLIC STREET 88,673 LOT AREA 251,300 TOTAL AREA 1596,752 SF EXISTING: 0 U cn Q Ln 00 N N CD N CD w E 0 0 0 0 1 n 00 0 0 0 / m 00 i CD CD CD 00 / U N n > 0 O Q 1ii j Lq a) a i LEGEND: POWER VAULT LUMINAIRE (LUM.) POWER METER POWER POLE JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER SIGN WELL GUARD POST (GP) FLAG POLE (FP) MAILBOX SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK CONCRETE GRAVEL PAVEMENT DATUM HORIZONTAL DATUM: NAD '83/'11 EXISTING SEPTIC TANK CONTRACTOR SHALL LOCATE THE EXISTING TANK AND DRAINFIELD PRIOR TO CONSTRUCTION TO VERIFY IF IT CAN REMAIN. IF TANK OR DRAINFIELD ARE IN CONFLICT THE TANK OR DRAINFIELD SHALL BE REMOVED UNDER DOE GUIDELINE. BASIS OF REARING n nr�� �u T ��� irr� r+� �rrT N SHEET INDEX: (NAD 83/91) ASBUILT COVER SHEET 1 OF 89 SOUTH 01'56'06" WEST, AS MEASURED BETWEEN CITY OF RENTON 2 OF 89 HORIZONTAL CONTROL MONUMENT NO'S 1838 AND 1891. OF 3 OF 89 4 OF 89 DATUM FOREST PLAT 5 OF 89 6 OF 89 HORIZONTAL DATUM: NAD '83/'„ A PORTION OF SECTION 04 TOWNSHIP 23 N. RANGE 05 E. W.M. 7 of s9 CITY OF RENTON CONTROL: + > > 8 OF 89 HORIZONTAL STATION - HORIZONTAL STATION - #7168 CITY OF RENTON, KING COUNTY, WASHINGTON s of 89 10 OF 89 VERTICAL DATUM: 11 OF 89 NAVD '88 PER CITY OF RENTON CONTROL: i I 12 OF 89 #1838 ELEVATION = 456.64' I I I I 13 OF 89 #716 ELEVATION = 437.27' I I I I I I 0 25' 50' 100' 14 OF 89 j- I I I 15 OF 89 I_ _ SCALE: 1"=50' 16 OF 89 17 OF 89 - _ _�_--�--F J --- 18 OF 89 19 OF 89 J g5THwA---I ► I -- _ 0 OF 89 SE� z 21 OF 89 I �--- _-�--T- t� ► �-�-- L---� ZQ 22 OF 89 ��__ I I I �--- Ww I -- ----- --- 23 OF 89 I I I I Q� _ 24 OF 89 IHI I I I I r----- I \ SE -I--�) I----{ui-- J j-j I I I L-- I 0Io I--- X25 OF 89 I IWI 1 I I I 1 I Z 1 I 26 OF 89 COL I / V I 1334510 I I �I I--- I �27 OF 89 I I I I 0450 - - F- - - I I I r--- �-T--- �-J 28 OF 89 �SIERRA �� Fr 700800Z� I I 1 KING COUNTY R-4 I 1 29 OF 89 7 \ � I I I I I SHELTON AVE INE , I 4 4 - I 30 OF 89 / 17 8800 � I 334510-0510 1 "3 � 342405 3 2 05 9131 / TRACT D 31 OF 89 778800� I #RACT C I oTRAC P BE I 0423059234 I ^��N�D 9161 1 I 32 OF 89 Ii KING COUNTY I R=6�_ OPEN SPACE 0070 OPEN SPACE I 334510-0460 J � /33 OF 89 FUTURE ALIGNMENT FOR I Cl RENTON R-4 - - KING COUNTY R-4 / 34 OF 89 J _ J - EXTENSION OF SE 96TH PLACE 10 I 128soo-o2201 T� T �-L -r- - -'T;r OF 89 TRACT A - 36 OF 89 T I I I I SE 96TH PLACE 9 8 7 s 5 4 3 2 1 DRAINAGE FACILITIES N CD T I LONGS PL T - � - �- 37 OF 89 042305-9002 NE 27TH P NE 27TH PLACE - - -I 38 OF 89 L �- (D CD T �T - - 39 OF 89 I II II-------------- 12 13 I 14 N�Z Not I I I I I I 140 OF 89 1 _ 15 16 17 18 19 20 21 22 23 24 Z °' 0- Z --I- -I -J� _ j 41 OF 89 WESTERN HILLS I 042305-9314 I W N o a 10.5' RIGHT OF WAY I I 42 OF 89 I I I CD m 1 DEDICATION I 43 OF 89 I I I J TRACT E 1032305-9156 I 1 44 OF 89 OPEN SPACE 88 ZM880920 I I 45 OF 89 o040J005o I 46 OF 89 -�--L ---------_z / / PSP&L 800 00 �I I---r47 OF 89 TRANSMISSION 880929- - 48 OF 89 NOTES 1. LOTS 10, 11, 12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS 2. CLEARING AND GRADING IS LIMITED TO MAY 1 THROUGH SEPTEMBER 30. 3. CONCURRENT WITH GRADING OPERATIONS CONTRACT SHALL POT HOLE EXISTING 36" SPU WATER MAIN WITHIN UNION AVE NE TO VERIFY HORIZONTAL AND VERTICAL LOCATION. SEE SHEETS 23 AND 24 FOR FURTHER DETAIL. 1- - T O Di / LINE ESMT o02o UNION RIDGE U I 0 / AFN 2516604 88�921�L - I I 49 OF 89 a iZ / AFN 5722998 0010 � I � - T - 50 OF 89 L - -�- - // AFN 7301150410 oI (- 1 I I I I 51 OF 89 I-- // col I III I I I I 52 OF 89 SIERRA HEIGHTS 042305-9313 / Ol - -L _� 53 OF 89 ELEMENTARY SCHOOL _ 54 OF 89 I / I/ V 042305-9069 r- �_ �_ 55 OF 89 �- -T / I � � I � � I 56 OF 89 57 OF 89 I I- I �559 OF 89 8 OF 89 T --TT--------- 60 OF 89 / HOLEY C EEK E ST PROPOSED: EXISTING: -w- -w WATER LINE SANITARY SEWER LINE PROPOSED: W STORM DRAINAGE LINE -OAs CAS- GAS LINE r(uc) TELEPHONE UNDERGROUND P(UG) POWER UNDERGROUND ® P(OH)- POWER OVERHEAD X CHAIN LINK FENCE - O BARBED WIRE FENCE WOOD FENCE N CE= ROCKERY RETAINING WALL C:Icc�o LOCK AND LOAD RETAINING WALL i .......... 470......... CONTOUR (MAJOR) 466......... ����`�`38 CONTOUR (MINOR) GUARD RAIL/CABLE FENCE PROJECT BOUNDARY LINE 0 SECTION LINE - - - RIGHT-OF-WAY CENTERLINE - PROPOSED LOT LINE • EASEMENT LINE ` BSBL LINE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN �" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 DISTURBED AREA: 462,717 SF. 10.62 AC AIr1TCQ 1. TAX #: 042305-9142 2. SITE AREA: ±596,752 S.F. (f 13.70 AC) 3. SITE ADDRESS: 2611 UNION AVENUE NE 4. EXISTING USE: SINGLE FAMILY RESIDENTIAL 5. PROPOSED USE: 25-SINGLE FAMILY RESIDENTIAL SUBDIVISION 6. EXISTING ZONING: R-4 (4 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RDL (RESIDENTIAL LOW DENSITY) 8. REQUIRED MIN LOT SIZE: 9000 SF 9. REQUIRED MIN. LOT WIDTH: 70 FEET CORNER LOT: 80 FEET 10. REQUIRED MIN LOT FRONTAGE: 64 FEET 11. REQUIRED MIN. LOT DEPTH: 100 FEET 12. REQUIRED MIN. SETBACKS: FRONT: 30 FEET* REAR: 25 FEET SIDE YARD: COMBINED 20 FEET WITH NO LESS THAN 7.5 FEET ON EITHER SIDE SIDE STREET: 30 FEET 13. MAX BUILDING COVERAGE: 35 PERCENT 14. MAX IMPERVIOUS SURFACE: 50 PERCENT 15. MAX BUILDING HEIGHT: 32 FEET WALL PLATE AND 3 STORIES *(MAY BE REDUCED TO 20 FEET WHEN PARKING IS PROVIDED IN THE REAR YARD VIA PUBLIC ROW OR ALLEY) RECORD DRAWINGS AS BUILT REVISION \ I f I 1 61 OF 89 62 OF 89 OWNER 63 OF 89 64 OF 89 MARION ANN VANDERMAY TRUST 65 OF 89 UNION AVE NE 66 OF 89 AREAS LEGEND RENTON, RENTON, WA 98056 67 OF 89 PROPOSED NUMBER OF LOTS: 25 ENGINEER/PLANNER 68 OF 89 ZONING OF THE SUBJECT SITE: R-4 BARGHAUSEN CONSULTING ENGINEERS, INC. GROSS SITE AREA: ±596,752 S.F. (t13.70 AC) (POST BLA) 18215 72ND AVE. SOUTH 69 OF 89 KENT, WA 98032 70 OF 89 SQUARE FOOTAGE OF LAND IN LOTS: 251,300 S.F. (425) 251-6222 71 OF 89 SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 0 SF** FAX (425) 251-8782 72 OF 89 CONTACT: BARRY TALKINGTON, PE SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 0 SF IVANA HALVORSEN 73 OF 89 SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 88,673 S.F.** DEVELOPER 74 OF 89 SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: 5,139 SF 75 OF 89 PULTE GROUP, INC 76 OF 89 (TEMP CDS EASEMENT)** 3535 FACTORIA BLVD S.E., #600 NET SITE AREA: = GROSS LESS ** ITEMS 508,079 S.F. (11.66 AC) BELLEVUE, WA 98006 (425) 216-3428 77 78 OF 89 OF 89 DENSITY PERMITTED BY CODE: 4 DU/AC NET (46.7 UNITS) CONTACT: RYAN KOHLMANN PROPOSED DENSITY: 1.82 DU/AC GROSS SURVEYOR 79 OF 89 80 OF 89 2.14 DU/AC NET AXIS SURVEY & MAPPING 81 OF 89 IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE AREA = 0.25 ACRES (11,000 SF) DEVELOPED NET NEW IMPERVIOUS SURFACE AREA = 4.71 ACRES (233,421 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 4.96 ACRES (244,421 SF) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 4.96/13.70 ACRES = 0.36 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: JT BY DATE APPR APPROVED: BJT SCALE: 1 "=200' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 15241 NE 90TH ST 82 OF 89 REDMOND, WA 98052 TEL. 425.823-5700 83 OF 89 FAX 425.823-6700 84 OF 89 CONTACT: STEPHEN PHILLIPS, PLS SHEET INDEX CONTINUED: 85 OF 89 ROCKERY WALL DETAILS 86 OF 89 ROCKERY WALL DETAILS 87 OF 89 ILLUMINATION PLAN 88 OF 89 ILLUMINATION PLAN 89 OF 89 STANDARD PLANS VERTICAL NAVD 119W HORIZONTAL NAD i gavi 991 CITY OF %R RENTON DATU M ' Planning/Building/Public Works Dept. ASBUILT COVER SHEET ASBUILT CONDITIONS OF APPROVAL ASBUILT EXISTING CONDITIONS PLAN ASBUILT OVERALL SITE PLAN SE MAY CREEK PARK D ASBUILT HORIZONTAL CONTROL PLAN sE g51N WAy ASBUILT TESC PLAN �, ASBUILT TESC NOTES AND DETAILS SITE ASBUILT TESC NOTES AND DETAILS ASBUILT DETAILED GRADING PLAN ASBUILT SITE CROSS SECTIONS ASBUILT SITE CROSS SECTIONS ASBUILT COMPOSITE UTILITY PLAN ASBUILT ROAD SECTIONS ASBUILT RETAINING WALL DETAILS ASBUILT RETAINING WALL DETAILS ASBUILT RETAINING WALL DETAILS VICINITY MAP ASBUILT RETAINING WALL DETAILS ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL ASBUILT ROAD + DRAINAGE PLAN + PROFILE - SHELTON AVE NE ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE/132ND AVE ASBUILT ROAD + DRAINAGE PLAN + PROFILE -132ND AVE SE ASBUILT DRAINAGE BYPASS PLAN + PROFILE ASBUILT DRAINAGE FACILITY PLAN + DETAILS ASBUILT DRAINAGE FACILITY DETAILS ASBUILT DRAINAGE FACILITY SECTIONS + DETAILS ASBUILT EVA - OLYMPIC PLAN + PROFILE 0 SE MAY VALLEY RD c_ - a 0 m � a cn Z m ASBUILT EVA -OUTFACE PLAN +PROFILE CONSTRUCTION RECORD ASBUILT ADA RAMP DETAILS DRAWING ASBUILT ADA RAMP DETAILS ASBUILT ADA RAMP DETAILS THIS CONSTRUCTION RECORD DRAWING IS A ASBUILT ROAD DRAINAGE NOTES + DETAILS COPY of THE APPROVED CONSTRUCTION ASBUILT ROAD DRAINAGE NOTES + DETAILS DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN ASBUILT ROAD DRAINAGE NOTES + DETAILS EDITED TO REFLECT ASBUILT CONDITIONS. THE ASBUILT ROAD DRAINAGE NOTES + DETAILS INFORMATION PROVIDED ON THESE RECORD ASBUILT ROAD DRAINAGE NOTES + DETAILS DRAWINGS IS A COMBINATION OF FIELD ASBUILT ROAD DRAINAGE NOTES + DETAILS SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. ASBUILT ROAD DRAINAGE NOTES + DETAILS ASBUILT CHANNELIZATION PLAN ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL ASBUILT SEWER + WATER PLAN + PROFILE - SHELTON AVE NE ASBUILT SEWER + WATER PLAN + PROFILE - UNION AVE NE ASBUILT SEWER + WATER PROFILE - SPU CROSSINGS ASBUILT SEWER + WATER PROFILE - OLYMPIC - OLYMPIC EASEMENT ASBUILT SEWER PLAN + PROFILE ASBUILT SEWER NOTES + DETAILS ASBUILT SEWER + WATER NOTES + DETAILS ASBUILT WATER NOTES + DETAILS ASBUILT WATER NOTES + DETAILS ASBUILT OLYMPIC PIPELINE PROFILE TREE RETENTION ASBUILT TREE RETENTION PLAN ASBUILT TREE RETENTION PLAN ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS ASBUILT TREE RETENTION DETAILS LANDSCAPE AND SOIL NOTES PLANTING AND TREE RETENTION NOTES PLANTING PLAN (WEST) PLANTING PLAN (EAST) TREE AND PLANT SCHEDULES LANDSCAPE AND PLANTING DETAILS SCHEMATIC IRRIGATION PLAN (WEST) SCHEMATIC IRRIGATION PLAN (EAST) SCHEMATIC IRRIGATION SCHEDULE AND NOTES SCHEMATIC IRRIGATION DETAILS STRUCTURAL NOTES TYPICAL DETAILS VAULT FOUNDATION PLAN VAULT LID PLAN WALL SECTIONS DETAILS DETAILS Z y 14�1423 p �� �/4:AL' S �`� V O C v O � � O m .� O (0O C Z3 � LJ.I c 0 N M a055N M 4-0 Q 0) tn L\�: Lr) Ln +S f V W V r Y R-404801 IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT COVER SHEET FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N O O I 00 w co O CD O Q w tZ w (0 U� Q 00 T �O Z DAMw 2/7/2022 m O FlELDBOOK: PAGE () LL J DRAWING NO: �w Q v, SHEET: 1 OF: 89 L.L_ m ASBUILT CONDITIONS OF APPROVAL co OF ' TERRACEF RE T PLAT O S I A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. w ~ CITY OF RENTON, KING COUNTY, WASHINGTON HEARING EXAMINER CONDITIONS 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON- SIGNIFICANCE MITIGATED, 15. THE APPLICANT SHALL RESUBMIT A REVISED PLAT PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE CUL- DE - DATED OCTOBER 15, 2018. SAC AS A PUBLIC STREET DESIGNED PER THE CITY' S STREET STANDARDS. THE REVISED PLAT PLAN SHALL BE REVIEWED AND APPROVED BY A. CLEARING AND GRADING OF THE SUBJECT PROPERTY SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. THE CUL- DE- SAC ON THE WESTERN PORTION OF THE PROPERTY SHALL HAVE A MINIMUM PAVED RADIUS OF FORTY FIVE FEET ( 45') WITH A RIGHT- OF -WAY RADIUS OF FIFTY FEET ( 55') FOR B. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PROTECTED SLOPE ANALYSIS, AND THE TURNAROUND ( RMC 4-6-06OH4). THE NORTH SIDE OF THE CUL- DE- SAC BULB SHALL BE DESIGNED WITH AN 8-FOOT PLANTER RESPONSE TO GEOENGINEERS SECONDARY REVIEW COMMENTS PREPARED BY TERRA ASSOCIATES INC. DATED JULY 19, 2017, JUNE 18, 2018, AND AUGUST 14, 2018, RESPECTIVELY, AND ANY FUTURE ADDENDA TO SUCH REPORTS. STRIP AND 5 FOOT SIDEWALK TO THE WESTERN PROPERTY LINE. THE SOUTH SIDE OF THE CUL- DE- SAC SHALL BE DESIGNED WITH A 5 FOOT SIDEWALK TO THE WESTERN PROPERTY LINE BUT WILL NOT HAVE TO INCLUDE A PLANTER STRIP. STAFF ARE AUTHORIZED TO C. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT' S CONSTRUCTION PLANS TO VERIFY COMPLIANCE WITH THE AUTHORIZE THE CUL- DE- SAC IMPROVEMENTS TO FALL SHORT OF THE WESTERN PROPERTY LINE TO THE EXTENT THAT STAFF FINDS A GEOTECHNICAL REPORT( S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/ SHE HAS REVIEWED THE COMPLETE EXTENSION INFEASIBLE AND CONSISTENT WITH APPLICABLE DEVELOPMENT STANDARDS. CONSTRUCTION PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). 16. THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH CIVIL CONSTRUCTION PERMIT APPLICATION THAT CONTAINS THE CURRENT D. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL IDENTIFY THOSE CONSTRUCTION ACTIVITIES WHERE OBSERVATION ON -SITE BY A RESIDENTIAL ACCESS STREET CROSS SECTION FOR ROADS A AND B WITH THE PARKING LANE AND CURB -BULBS LOCATED ON THE OPPOSITE LICENSED GEOTECHNICAL ENGINEER SHOULD OCCUR. THOSE IDENTIFIED ACTIVITIES SHALL BE CLEARLY STATED ON THE CONSTRUCTION SIDE OF WHERE THE FIRE HYDRANTS WILL BE INSTALLED. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANS TO BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CIVIL PLAN REVIEWER. PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. E. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT 17. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR ON THE CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNERS. PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M. 2. F. IF ANY UTILITIES ARE CONSTRUCTED EAST AND PARALLEL OF THE CENTERLINE WITHIN UNION AVE NE ALONG THE SUBJECT PROPERTY' S 18. THE APPLICANT SHALL PREPARE AN AGREEMENT WITH THE PERKINS PROPERTY THAT IDENTIFIES MAINTENANCE RESPONSIBILITIES AND ANY ~ FRONTAGE, THE APPLICANT SHALL RESTORE THE UNION AVE NE ROADBED (CURB TO CURB) ALONG THE SUBJECT PROPERTY' S NEEDED EASEMENTS NECESSARY TO MAINTAIN THE ROCKERY ON THE ABUTTING 2623 UNION AVE NE PROPERTY. DOCUMENTATION OF THIS Q FRONTAGE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING. AGREEMENT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PLAT RECORDING. J G. IF UTILITIES ARE ONLY CONSTRUCTED WEST AND PARALLEL OF THE CENTERLINE WITHIN UNION AVE NE ALONG THE SUBJECT PROPERTY' 19. THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT EXTENDS THE RESIDENTIAL ACCESS S FRONTAGE, THE APPLICANT SHALL RESTORE THE GAPS, IF FOUND TO NOT MEET CITY STANDARDS, BETWEEN THE TRENCH STREET TO THE WESTERN PROPERTY LINE RESULTING IN 5-FOOT WIDE SIDEWALK AND 8-FOOT PLANTER STRIP WITH CURB ALONG THE w RESTORATIONS WEST AND PARALLEL OF THE CENTERLINE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING. FRONTAGE OF LOTS 10 AND 11 AND ALONG THE SOUTHERN PORTION OF ROAD A WEST OF THE CUL- DE- SAC. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. U H. THE APPLICANT SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF CONSTRUCTION TO IDENTIFY THE EXISTING Q CONDITION OF THE ROADWAY. FOLLOWING THE COMPLETION OF PLAT INFRASTRUCTURE, THE APPLICANT SHALL VIDEO THE HAUL ROUTE 20. THE APPLICANT SHALL SUBMIT AN INDIVIDUAL LANDSCAPE PLAN PACKAGE WITH THE SINGLE-FAMILY BUILDING PERMITS FOR LOTS 12 AND 13 pC AGAIN AND IDENTIFY THE POST CONSTRUCTION CONDITION OF THE ROADWAY. THE APPLICANT SHALL REPAIR THE ROADWAY TO A PREPARED BY A LICENSED LANDSCAPE ARCHITECT THAT PROVIDES VIEW OBSCURING PLANTINGS CONSISTING OF EVERGREEN SHRUBS AND CONDITION EQUAL OR BETTER TO THE CONDITION OF THE INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY THE TREES ALONG THE BASE OF THE ROCKERY SECTIONS GREATER THAN 10 FEET IN HEIGHT. THE LANDSCAPE PLANS SHALL BE REVIEWED AND APPLICANT AND REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL PLAT RECORDING. APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. w 2. THE APPLICANT SHALL SUBMIT A DOCUMENT WITH THE FINAL PLAT APPLICATION TO BE ON TITLE NOTIFYING FUTURE OWNERS OF THE 21. THE APPLICANT SHALL SUBMIT A SAFE WALKING ROUTE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION FOR STUDENTS ATTENDING � PRESENCE OF A GAS PIPELINE IN THE VICINITY AND ADVISING CONTACT WITH THE PIPELINE OWNER BEFORE AND GROUND DISTURBANCE. THE SIERRA HEIGHTS ELEMENTARY SCHOOL AND STUDENTS WALKING TO THEIR DESIGNATED BUS STOP AT UNION AVE NE AND NE 23RD PL. THE DOCUMENT SHALL FIRST BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE APPLICANT SHALL THEN RECORD PLAN MAY INCLUDE OFF -SITE IMPROVEMENTS NECESSARY TO ENSURE SAFE WALKING CONDITIONS FOR STUDENTS. THE SAFE WALKING ROUTE THE DOCUMENTS WITH THE KING COUNTY RECORDER' S OFFICE FOR EACH AFFECTED LOT PRIOR TO THEIR RESPECTIVE BUILDING PERMIT PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. w ISSUANCE. 22. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROPOSED DISPERSION TRENCH LOCATION WITHIN THE REAR YARD OF LOT 3. THE APPLICANT SHALL REMOVE THE EXISTING SINGLE-FAMILY RESIDENCE AND ANY OUTBUILDINGS LOCATED ON THE SUBJECT PROPERTY AT 10 AND PROVIDE ANY RECOMMENDATIONS NECESSARY TO MITIGATE IMPACTS TO THE RETAINING WALL OR CONVEYANCE ISSUES TO Q 2611 UNION AVE NE CONCURRENT WITH PLAT CONSTRUCTION AND PRIOR TO FINAL PLAT APPROVAL. DOWNSTREAM PROPERTY OWNERS. THE GEOTECHNICAL ANALYSIS OF THE DISPERSION TRENCH SHALL BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION AND REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT w 4. THE APPLICANT SHALL SUBMIT A REVISED DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES ISSUANCE. THE STREET FRONTAGE LANDSCAPING BUFFER FOR EACH LOT THAT INCLUDES A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 23.ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 5. THE APPLICANT SHALL SUBMIT A REVISED DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES 24. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY THE UTILITIES AND LIGHTING IN THE PLANTER STRIPS, PROVIDES A MINIMUM OF ONE (1) TREE PER LOT WITH A MAXIMUM SEPARATION OF STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR 30 FEET ON -CENTER FOR THOSE AREAS NOT ENCUMBERED BY DRIVEWAYS AND/OR UTILITIES, AND RELOCATION OF THE STREET TREES FOR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. LOTS 12 AND 13 INTO THEIR RESPECTIVE FRONT YARDS SHOULD THE APPLICANT DECIDE TO REMOVE THE PLANTER STRIP FROM THE 25. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. CUL-DE-SAC. ADDITIONALLY, THE REVISED LANDSCAPE PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS WITHIN THE PLANTER STRIP TO IMPEDE INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON TREE ROOTS FROM BUCKLING THE ABUTTING SIDEWALKS. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. 6. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A LANDSCAPE SCREEN AROUND THE EAST, SOUTH, AND WEST 26. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP PERIMETER OF THE VAULT CONSISTING OF TREES, SHRUBS, AND GROUNDCOVER. THE REVISED LANDSCAPE PLAN SHALL ALSO PROVIDE SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SPECIFICATIONS FOR AESTHETIC TREATMENT OF THE EXPOSED VAULT WALL ALONG THE NORTHERN PERIMETER OF THE VAULT IN LIEU OF SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH PROVIDING A SUBSTANTIVE LANDSCAPE SCREEN. THE TREATMENT SHALL BE A VENEER SURFACE ATTACHED TO THE VAULT THAT CONSISTS OF INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED BRICK DETAILING SUCH AS A GARDEN WALL BOND WITH DIAGONAL PATTERNS OR A COMPARABLE SURFACE APPROVED BY THE CURRENT FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. PLANNING PROJECT MANAGER. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT 27. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. MANAGER PRIOR CONSTRUCTION PERMIT ISSUANCE. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING 7. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES AN UPDATED THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY CALIPER COUNT FOR THOSE TREES COUNTED AS REQUIRED PLANTING SUCH AS STREET FRONTAGE LANDSCAPING, MINIMUM TREE DENSITY, BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED STREET TREES, AND STORM DRAINAGE SCREENING. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND 8. THE APPLICANT SHALL SUBMIT REVISED GRADING AND LANDSCAPE PLANS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND MANAGER THAT INCLUDE DETAILED SHEETS OF THE PROPOSED ROCKERIES. THE REVISED PLANS SHALL INCLUDE DETAILS OF SPLIT- RAIL CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. FENCING SURROUNDING THE TRACTS, FENCING, IRRIGATION, AND LONG TERM MAINTENANCE INSTRUCTIONS FOR FUTURE HOMEOWNERS. ANY 28. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN REMAINING CALIPER INCHES REQUIRED FOR TREE REPLACEMENT THAT CANNOT BE PROVIDED ON- SITE SHALL BE SATISFIED VIA PAYMENT OF FEET (15'). a) A FEE- IN -LIEU PAYMENT INTO THE CITY' S URBAN FORESTRY PROGRAM. TREE REPLACEMENT AND/ OR FEE- IN -LIEU PAYMENT SHALL OCCUR PRIOR TO FINAL PLAT RECORDING. THE REVISED LANDSCAPE PLANS SHALL UNDERGO INDEPENDENT SECONDARY REVIEW BY A 0 CERTIFIED ARBORIST, FUNDED BY THE APPLICANT, TO ENSURE THE PROPOSED SPACING AND GRADED CONDITIONS ARE SUITABLE FOR THE FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS Q PROPOSED REPLACEMENT PLANTING. THE INDEPENDENT REVIEW SHALL SPECIFICALLY ADDRESS WHETHER THE HEIGHT OF THE PROPOSED ROCKERIES SHOULD BE INCREASED TO REDUCE THE SLOPE OF THE PLANTING AREA TO MITIGATE AGAINST POTENTIAL PROBLEMS IN 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS SLOUGHING SOILS, IRRIGATION AND PLANT STABILITY/VIABILITY. THE REPORT SHOULD SPECIFICALLY IDENTIFY ANY CHANGES IN ROCKERY LIMITED TO 1,240 GALLONS PER MINUTE (GPM). HEIGHT OR OTHER MITIGATION NECESSARY TO ASSURE ADEQUATE SOIL STABILITY AND IRRIGATION. THE RECOMMENDATIONS OF THE ARBORIST cn REPORT MAY BE IMPOSED BY THE CURRENT PLANNING MANAGER AS FOUND NECESSARY TO ASSURE ADEQUATE SOIL STABILITY AND AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT IRRIGATION. ALL PROPOSED PLANTING SLOPES SHALL BE CONSISTENT WITH CITY REGULATIONS OR BE APPROVED BY VARIANCE AND/OR WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. Q MODIFICATION AS APPLICABLE. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD 00 9. THE APPLICANT SHALL SUBMIT HOMEOWNER' S ASSOCIATION DOCUMENTS WITH THE FINAL PLAT APPLICATION THAT OUTLINE THE END ROAD. 0') RESPONSIBILITY FOR OWNERSHIP AND MAINTENANCE FOR MAINTAINING THE TRACTS, PROTECTED TREES, FENCING, AND SIGNAGE. THE N APPLICANT SHALL ALSO SUBMIT PERMANENT AND IRREVOCABLE DEED RESTRICTIONS ON THE TRACTS THAT PROHIBITS FUTURE DEVELOPMENT. CD THE HOA DOCUMENTS AND DEED RESTRICTIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR N TO RECORDING WITH THE KING COUNTY RECORDER' S OFFICE WITH THE PLAT. 10. THE APPLICANT SHALL SUBMIT A SURETY TO ENSURE THE SURVIVAL OF THE REPLACEMENT TREES FOR A MINIMUM OF FIVE (5) YEARS. THE SURETY SHALL INCLUDE A WARRANTY FOR EACH REPLACEMENT TREE, TEMPORARY IRRIGATION SYSTEM, AND MAINTENANCE OF THE TRACTS FOR THE FIVE (5) YEAR PERIOD. THE SURETY AND MAINTENANCE SPECIFICATIONS SHALL BE EXECUTED PRIOR TO PLAT RECORDING. 0 11. THE APPLICANT SHALL SUBMIT REVISED GRADING PLANS THAT REMOVES GRADING ACTIVITIES WITHIN THE DRIP LINES OF THE TREES. DUE TO THE CLOSE PROXIMITY OF THE PROPOSED GRADING WITHIN TRACT E, THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED Q LANDSCAPE ARCHITECT TO MONITOR CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES AND ENSURE THEY ARE PROTECTED AND/ OR TO _C! PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE. MONITORING AND OTHER REQUIRED TREE PROTECTION MEASURES o DURING CONSTRUCTION ( RMC 4-4-130H. 9) SHALL BE INCORPORATED INTO THE CIVIL CONSTRUCTION PERMIT PLANS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. n 12. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPE PLANS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES TREES, 00 SHRUBS, AND GROUND COVER PLANTING BETWEEN THE LOCK AND LOAD RETAINING WALL TERRACES WITH DETAIL SHEETS OF THE WALL Q' MATERIALS. THE REVISED LANDSCAPE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 13. THE APPLICANT SHALL SUBMIT REVISED GRADING AND LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES A MINIMUM SETBACK OF THREE FEET FROM THE RIGHT- OF -WAY FOR THE PROPOSED ROCKERIES LOCATED ON THE PERKINS PROPERTY AT � 2623 UNION AVE NE. THE SETBACK SHALL BE LANDSCAPED WITH TREES, SHRUBS, AND GROUNDCOVER. DETAIL SHEETS OF THE PROPOSED � ROCKERIES SHALL BE PROVIDED WITH THE PLANS. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING 00 PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. i CD 14. THE APPLICANT SHALL SUBMIT A COLOR PALETTE FOR EACH NEW SINGLE-FAMILY HOME BE SUBMITTED WITH THE FINAL PLAT APPLICATION. CD THE COLOR PALETTE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PLAT RECORDING. 00 0 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRmm: SCALE: 0 n BENCHMARK VERTICAL: NAVD 1988 N/A HORIZONTAL-NAD 1983/1991 DESIGN TJS o FOUND PUNCHMARK IN 1 �4" BRASS FOUND PUNCHMARK IN �" BRASS PIN DRAWN: DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE TJS ONE INCH DATUM a 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) CHECKED: AT FULL SCALE BJT i HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) IF NOT ONE INCH ' NAD 83/ 11 NAVD 88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 N 0. R EVI S 10 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY BJT SEPA CONDITIONS: 1. CLEARING AND GRADING OF THE SUBJECT PROPERTY SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. 2. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PROTECTED SLOPE ANALYSIS, AND RESPONSE TO GEOENGINEERS SECONDARY REVIEW COMMENTS PREPARED BY TERRA ASSOCIATES INC. DATED JULY 19, 2017, JUNE 18, 2018, AND AUGUST 14, 2018, RESPECTIVELY, AND ANY FUTURE ADDENDA TO SUCH REPORTS. 3. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). 4. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL IDENTIFY THOSE CONSTRUCTION ACTIVITIES WHERE OBSERVATION ONSITE BY A LICENSED GEOTECHNICAL ENGINEER SHOULD OCCUR. THOSE IDENTIFIED ACTIVITIES SHALL BE CLEARLY STATED ON THE CONSTRUCTION PLANS TO BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CIVIL PLAN REVIEWER. 5. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNERS. 6. IF ANY UTILITIES ARE CONSTRUCTED EAST AND PARALLEL OF THE CENTERLINE WITHIN UNION AVE NE ALONG THE SUBJECT PROPERTY'S FRONTAGE, THE APPLICANT SHALL RESTORE THE UNION AVE NE ROADBED (CURB TO CURB) ALONG THE SUBJECT PROPERTY'S FRONTAGE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING. 7. IF UTILITIES ARE ONLY CONSTRUCTED WEST AND PARALLEL OF THE CENTERLINE WITHIN UNION AVE NE ALONG THE SUBJECT PROPERTY'S FRONTAGE, THE APPLICANT SHALL RESTORE THE GAPS, IF FOUND TO NOT MEET CITY STANDARDS, BETWEEN THE TRENCH RESTORATIONS WEST AND PARALLEL OF THE CENTERLINE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING. 8. THE APPLICANT SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF CONSTRUCTION TO IDENTIFY THE EXISTING CONDITION OF THE ROADWAY. FOLLOWING THE COMPLETION OF PLAT INFRASTRUCTURE, THE APPLICANT SHALL VIDEO THE HAUL ROUTE AGAIN AND IDENTIFY THE POST CONSTRUCTION CONDITION OF THE ROADWAY. THE APPLICANT SHALL REPAIR THE ROADWAY TO A CONDITION EQUAL OR BETTER TO THE CONDITION OF THE INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY THE APPLICANT AND REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL PLAT RECORDING. GEOTECHNICAL NOTE A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE THE FOLLOWING ITEMS DURING CONSTRUCTION: • SITE STRIPPING • STRUCTRUAL FILL PLACEMENT • ROCKERY EXCAVATION, DRAINAGE INSTALLATION • KEYSTONE WALL CONSTRUCTION, GRID PLACEMENT, BACKFILL, DRAINAGE INSTALLATION • DETENTION VAULT EXCAVATION, SUBGRADE, BACKFILL, DRAINAGE INSTALLATION • UTILITY TRENCH BACKFILL • ROADWAY, CURB, SIDEWALK SUBGRADE. THE GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNER %R CITY OF 3 RENTON Planning/Building/Public Works Dept. 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ED 2" DIA. 0.3'PLANTER • •• ....... 420.36'• •'� .....� E R V FACILITIES & .... ,� :'... :1- '^�,«4.a tr • ABOVE G.=.:. g / ...... OPERATIONS CTR / / VEX PSU TRANSMISSION � '� •••''. � ••''. •'•'•. ' � ... ...... �� •° 042305-9069 / / POLE TYP d ............::..... ( ) W END 4GATE ----------- / / 3.5' CLFNC 0 Q7 CRAWL SPACE° ACCESS S END.... / / 4' GATE / Q / WOOD TIMBER STAIRS CB #10475• Y / Q� O� / FACILITIES & Of r7 I / Q / OPERATIONS CTR RIM 417.01 ., ar FACILITIES & 24" CMP IE 413.51 (N / Q / 042305-9069 OPERATIONS CTR SSMH #10476 z Ln 042305-9069 RIM 41931 is / / oC zo Y / / BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 SIERRA � _,IGHTS ELEMENTARY SCHOOL 1 I RECORD DRAWINGS AS BUILT Me REVISION TJS 1/12/22 BJT suRVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: 1 "=60' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 8"PVC IE410.46(S&E•. O••. SDMH 8 PVC IE 410.36 RIM=439.00'- 14" PVC NW IE=426.34' 12" PVC W IE=426.40' 14" PVC E IE=426.17' 6" CNC S? Q: I PER OBSERVED (NADION 83/11) N:191241.765 2 ARC -E -RAIL)1311481.296 RIs�MPTO I1Bg6MO/ED HOLT GEORGE H 12" CPP IE 362.46 (N & S) 342405-9131 ROCKERY CONTINUES - SSMH #9031 '. •' 4 • •' • • . LIFT STATION GA EDON HOA RIM 367.96 �128800-0220 8" PVC DROP (N) 0 1 TPP 1E-36T.92- III BPTTOM IE 360.35 0• 4 8 PVC IE 359.76 ISS I ......... PVC IE 359.66 IIE� Z Z N CB #10 23 LONG6 PLAT I•,. o o RIM 36Q.99 I 1 I 12" CPF E 366.59 E� a + 12" CPR E 365.99 �S I I x 12" C RR IE 365.74 N 4 i a z CB 1 b407 I I . ; = RIM 3 1.61 F. 6" PV IE 379.61 (NE) I 1 12" C P IE 379.36 (Nc S) 1 I ' SSMH #1041 - � ow zon +� _�_- • II T�PVEt 9p 8PCE 376.58 S i [1V "E)PVC IE 376.48 �E3 95 8" PVC IE 375.63 W II NE 27TH PL 8" PVC IE 375.53CB #10408 N V 6" PVC CT 3 0.99 (S) UNK OWN I I F 12" CPP IE 380.09 (N) r CB #103210 I I } RIM 386.7112" CPPI8 I I ' 12" CPP E 383.18 N I I I I I I ' ORLINSKI MILOSZ I I B+FINNIGAN I I ... •�.,•I . 128800-0010 I ROCKERY I I I CONTINUES EA I TBM B 1 ELEV = 394.92' SET R.R. SPIKE W/ PUNCHED Y' 1 � ..• 6' BFNCP BACK CURB 1 CB #10337 PLO I RIM 398.78 p� I' 12" CPP IE 396.43 S `O I12" CPP IE 395.73 ROCKERY oyt ICONTINUES EAST iI ± CB #10358 II RIM 406.87 12" CPP IE_401.62 (N & SE)- - - - "' _ 880920-0050 - - - I: JM w3Z6 - - - RIM 408.95 7 I I 8" CPP IE 406.10 (E) ORCHARD GARRETT I, iu 880920-0040 1 1 CB #10380 RIM 412.91 1 I '- 8" CPP IE 409.96 (E) - KANG THOMAS I 1 z TBM C 880920-0030 I " ELEV = 416.81' 1 I m ' SET R.R. SPIKE AT TOE 1 I FACE CONCRETE CURB I i I IY ' III ' y' WONG WAI KAI 880920-0020 O WATER PAINT I I LOCATES FOUND Ida -----� m � I ° I ;.• MAI CAO THANH �$ n 880920-0010 UNION RIDGE z y 4� 423 p �� S��NA 2/ 7/2 V G C 0 W � � � O � .� L LU c N M r. a0N M Q Ln i O LO + fN N /c�a W U I- a) Y R-404803� ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne r co 0 O I co Q L�J (0 Ucy) 00 �p HOR ONTAU � 1983/1991 CITY OF ASBUILT EXISTING CONDITIONS PLAN DATE,/7/2022PRI m F�BOOK: RENTON FOREST TERRACE PLAT . P U L T E GROUP INC c~OO DRAWING NO: DATUM Planning/Building/Public Works Dept. , 3535 FACTORIA BLVD S.E., #600 1. J = BELLEVUE, WA 98006 Q (w, v SHEET: OF: 3 89 I� m i i i i X 0 z Q ai 0 U (n Q 00 N N O N \ rn N N E \ 0 0 i 0-) 00 i Q) / rn 00 i CD 0 CD co i U N 0 0 Q li! < Lq a L. CD 00 "::I- N 0 0 w 0 25' 50' 100' DYKEMAN ROBERT E SCALE: 1 "=50' 778800-0070 01(o 0 TRACT D �\ PEN .SPACE J5o. , I DIAZ JOHN M & TRICIA E I :._�:...35ig 15' PSE I i. . .. 0 = i 40 ASBUILT OVERALL SITE PLAN OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 3345100450 w Lo w I EX LOT LINE (TYP) DALPAY JAMES W JR 3441 I 334510-0460 346 DALPAY JAMES W JR 334510-0510 I I I DALPAY PROPERTIES L L CI- 0423059234 I II II 3' 1 KOVAL RUSS+ZORYANA 342405-9161 1i _.--HOLT GEORGE M ---- r _---�-----------------• _� e�a1 ,, w ��' • • • ,•� -i - .�, 1 - EN SPACE PSE ' ';� ��--Si7i'tiiy-� _ _ .................. ... it ► ,� a • i , I _ -- s�346 I a O iI�,g ° • ON HOA �' ' I a—r�rrf ;� ��N ��� ::11 1 1 • I � ---------------------------- � - --- _ � .. r ...tire- , 1 „li: Atli MAILBOX LOCATIONS p SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR 01(LOCATIONS AND SEE SHEET 35 FOR DETAILS. THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE POSTMASTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RE -VERIFY WITH THE POSTMASTER AT THE TIME OF CONSTRUCTION. APPROVED By: JAMES SCHITTER 3/18/2019 *INDIVIDUAL LOT NOTE: THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE COVENANT WILL BE PROVIDED ON THE FINAL PLAT. INDIVIDUAL LOT BMPS WILL BE EVALUATED AT BUILDING PERMIT STAGE AND MAY RESULT IN A FOOTPRINT LESS THAN 4,000 SF IF OTHER BMP METHODS CANNOT BE UTILIZED. BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT NO. LOT AREA TABLE LOT # AREA (SF) IMPERVIOUS (SF) LOT # AREA (SF) IMPERVIOUS (SF) LOT # AREA (SF) IMPERVIOUS (SF) 1 9038 SF 4000 SF 11 9324 SF 4000 SF 21 1100 SF 4000 SF 2 9100 SF 4000 SF 12 9611 SF 4000 SF 22 9100 SF 4000 SF 3 11566 SF 4000 SF 13 9629 SF 4000 SF 23 9111 SF 4000 SF 4 11566 SF 4000 SF 14 9360 SF 4000 SF 24 12125 SF 4000 SF 5 9100 SF 4000 SF 15 9114 SF 4000 SF 25 19584 SF j 4000 SF 6 9100 SF 4000 SF 16 9100 SF 4000 SF 7 9100 SF 4000 SF 17 9100 SF 4000 SF 8 11498 SF 4000 SF 18 9100 SF 4000 SF 9 10293 SF 4000 SF 19 9100 SF 4000 SF 10 9565 SF 4000 SF 20 9100 SF 4000 SF REVISION TJS 1/12/22 BJT suRm": DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVE) 19W HORIZONTAL: NAD 1983/1991 DATU M TRACT AREA TABLE TRACT AREA (SF) TRACT A (DRAINAGE, LANDSCAPE, 37647 SF & UTILITIES) TRACT B (OPEN SPACE) 10993 SF TRACT C (OPEN SPACE) 16942 SF TRACT D (OPEN SPACE) 2948 SF TRACT E (OPEN SPACE) 188249 SF CITY OF V'R] RENTON Nksor Planning/Building/Public Works Dept. F. TAB o Z z y 423 < S T F.��` NA L 2/ 7/21 V E C v in N � t ._ �O� of C W c � N M i QOON � m � � �Q� d1 N �JA ��: Lr) i C O un a-7 N LQ /c�v W V r (1) N Y"t 911111511 Itzi- N O O O OLI r— co O O O O c> IN COMPLIANCE WITH CITY OF RENTON STANDARDS � ASBUILT OVERALL SITE PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q J LIJ U co Q 00 T W %Q ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: L. J DRAWING NO: W CD 0L.� SHEET: w OF: 11_ m I I I I w X z Q a� CD U (n Q 00 N N CD N rn N N N E Q N L 00 i Q) / rn 00 i CD 0 O 00 i U .O 0 n O O Lq a L. �o��0000000 � oo�0000000000000000 DYKEMAN ROBERT E 778800-0070 � I TRACT D \ OPEN SPACE 2948 S.F. 25.35' 80.00' 0 Lq 9324 S.F. I LqCO z N �o 0 rn I C3 J O J M _t F;t 0 M Y I U 0 N O U) Y Cif M I Z Ln =)o ON U � U o Z_ Y •25' 1 80.00' r-N88°20'47"W 99.20' N 21.59' r, s 7.87' h� �90 I I 15' I I � SDE I I 80.00' 141.82' 15' 10 SDE 9565 S.F. TRACT C 10' PSDE OPEN SPACE 16942 S.F. PC: 20+26.14 I 84.09' 36.26' I 8g•26' N88°20'47"W 126.38'I o PT: I 21 +05.94cD 1� t==25 0'19"Oo, CUL-DE-SAC I CN N L=7g•80 STA: 22+32.32, TOFF 0.00' RZS' SSE I 48.79' 71. 34' 7.55� 5 I N '39' E 32.00' � 10, SDE N70°03'28"W 78.47' i CENTER OF CUL-DE-SAC STA: 22+32.32, 32.00 LT 15' I 12 0 13 SDE 9611 S.F. L 9629 S.F. I I I PSP&L N - _ TRANSMISSION LINE ESMT 70.00' / 15' AFN 2516604 00 SDE AFN 5722998 14 AFN 7301150410 / J FACILITIES & OPERATIONS CTR 042305-9069 ASBUILT HORIZONTAL CONTROL PLAN OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I I EX LOT DIAZ JOHN M & TRICIA E I I LINE (TYP.) 3345100450 DALPAY JAMES W JR 334510-0460 DALPAY JAMES W JR 70.00' 70.00' I S88'22'06"E 1129.31' 334510-0510 300.00' TRACT B � 15 53 R 0 /W N 309.14> -- PO OPEN SPACE SDE 8.00' 300.00' 10993 S.F. _� ° 26.5' 26.5' BSBL 70.00' 70.00' 70.00' 1 (TYP-) 230.00' 90.00' 70.00' 70.0 Y ro 9 -- 10293 S.F. 0 I 8 -- -- -- �, 11498 S.F. w I� I CD Z o c o 6 o o � 0 9100 S.F. 0 9100 S.F. 0 5 00 4 0 LU 51 00 0 » PO 0 9100 S.F. 0 1 1566 S. N T 3 0 0 °� p=18° 17 06 r n r Q N 2 o r R=250.00' i L� 1'6 0 6 4g. \ , 11566 S.F. �2 9100 S.F. PO 1 L=79.78 � � 0 ¢ , I I � , 9039 S.F. DALPAY PROPERTIES L L C 334510-0511 1'56'03"W 8.00' DALPAY PROPERTIES L L C 0423059234 S88_22'06"E 160.00' 149.50' TRACT A DRAINAGE, LANDSCAPING, & UTILITIES 37471 S.F. 1 M PRC: 12+11.50 11g,g4' 0')0 0• 66 10 UE W w PC: 11 +04.05 ° PT: 19+47.67 60, 6g' 10.06' 70.00' = w I w `�9 c 70.00 70.00' 65.00' S°' �� �A' p-243736" 70.00' PC: 18+67.87 0 �,. 65.00' 26.75' 43.52' o R=1050 0 NE 27TH Pi Z �� 10.5' Zz- N88°08'28"W 1104.05' CA 8' `� o N88°20'47"W 336.58' o CD PT: 13+18.06 0 RESIDENTIAL ACCESS' 0 N88°20'47 W 213.25' 0 00 p_24.25'13" ?6 SO' U-) in C6 INTERSECTION R_250.O ' NE 27TH PL STA: 15+31.31 L_106.56 OB 6 1� `�42.09' 28.08' 70.00' 70.00' SHELTON AVE NE STA: 50+00.00 70.00' 70.00' �9 ?� 7.0' 70.00' 70.00' 31.74' 13' _ =Ju _jr 38.39' SDE L Lq 14 24 4 "' 9360 S.F. 15 0 0 16 0 12116 S.F. 9114 S.F. O o 17 18 o jJ MID 9100 S.F. 0 9100 S.F. 0 9100 S.F. o CD 20 CD 21 0 22 jo 23 �`'In 0 9100 S.F. oco T 0 9100 S.F. 0 9100 S.F. o O? „� ro 9100 S.F. 0 9110 S.F. o M 34349 S.F. 42.00' N 28.08' 70.00' 70.00' 70.00' 7092.19 10.5' R/W .00' 70.00' 70.00' 70.00' 31.41 ' 38.65' BSBL DEDICATION (TYP.) TRACT E OPEN SPACE 188249 S.F. BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 138.38' 279.95' -------- 7-T CD 25 0CD 0 0 19584 S.F. o CD 39' '-1 N88'20'47"W 1286.49' 279.61' FACILITIES & OPERATIONS CTR 042305-9069 FACILITIES & I OPERATIONS CTR 042305-9069 1 I RECORD DRAWINGS AS BUILT NO. REVISION "'' r"""T'"ARAGE 10' SIDE (TYP.) 30' SIDE ADJACI STREET (TYP.) TJS 1/12/22 BJT suRmm: DESIGNED: TJs DRAWN: TJs CHECKED: BY DATE APPR APPROVED: BJT 10' SIDE (TYP.) ABBREVIATIONS: SIDE ADJACENT STREET (TYP.) UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) STREET SDE PUBLIC STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT WLE PUBLIC WATERLINE EASEMENT SSE PUBLIC SANITARY SEWER EASEMENT PSSE PRIVATE SANITARY SEWER EASEMENT SWE SIDEWALK EASEMENT R/W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE SF SQUARE FEET AC ACRE(S) PAT PRIVATE ACCESS TRACT JUD JOINT USE DRIVEWAY scaF: "OR'�" "°'�'1991 CITY OF 1 "=50' PRI RENTON ONE INCH DATUM Nuiv AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 3 E COR 4-23-5 O FOUND PUNCHMARK IN Y8" BRASS PIN IN CONCRETE O MONUMENT IN CASE 1.4' O BELOW GRADE 7/20/2017 O O HELD FOR POSITION PER REF. 1 OBSERVED (NAD 83/11) 00 ' N:191241.77 E:1311481.30 . . - U KOVAL RUSS+ZORYANA -342405-9161 HOLT GEORGE M 342405-9131 00 CALEDON HOA 128800-0220 EX 60' - - - R W IZ Itzi- c�=o CV zzo col O �z0 O =�N C) a- , to 00 o INTERSECTION NE 27TH PL STA: 10+00.00 UNION AVE NE STA: 35+45.82 Q NE 27TH PL J FOUND PUNCHMARK IN 13/4" 35 00 N BRASS DISK IN CONCRETE o z o MONUMENT IN CASE 0.4' o BELOW GRADE 7/20/2017 Z I I OBSERVED (NAD 83/11) + 80. N:191092.94 o El311476.14 z ---- m +34 0 o � o Q N � n N o�, � F. TAB 7� 423 <NA LT�880920-0050 G ) 6,P�oo w i = N lzi Lu ° o' M 32 00 �P� ° A a 05 N Q ----- WONG WAI KAI V1I j 880920-0020 L +-+ NL0 a O V �r N(1)/W Y R-404805� ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne rl- co O O O Co Q W Ucy) Q00 T �O ASBUILT HORIZONTAL CONTROL PLAN 2/7/2022 m FOREST TERRACE PLAT OO FBOOK: PULTE GROUP, INC c! DRAWING NO: 3535 FACTORIA BLVD S.E., #600 w oc W BELLEVUE, WA 98006 CD U SHEET: 5 DF: I� m 00 O I O t� 0 U co a 00 N N 0 N rn N N a) E 0 0 0) 3 a N Q) I 00 i i m 00 i CD CD O 00 i U a) > 0 0 Q li! < Lq a) N 0 25' 50' 100' TESC POND 1 SURFACE AREA AT TOP POND = 9,200 SF OF SURFACE AREA AT BOTTOM = 5,200 SF TOP OF POND = 371.10 F REST TERRACE PLAT MAX WATER SURFACE = 370.10 O BOTTOM OF POND = 366.60 IE OF RISER = 366.60 = A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. ORIFICE DIAMETER 3.81" SCALE: 1 =50' CITY OF RENTON, KING COUNTY, WASHINGTON CLEARING LIMITS DALPAY PROPERTIES \ 778800-007o I I II I ALONG SILT FENCE I I L L C 0423059234 \ I FENCE PO T SHELL HAVE A I DALPAY JAMES W JR DALPAY PROPERTIES L L C \ MINIMUM 5' HORIZONTAL DIAZ JOHN M & TRICIA E I TRACT B 334510-0511 I --' INSTALL BRIGHT ORANGE 334510-0510 •..•'' ' CLEARANCE ON EITHER SIDE 3345100450 DALPAY JAMES W JR TREE PROTECTION ISILT FENCE AS SHOWN PER EX SHED I EX SHED DO NOT DISTURB DO NOT DISTURB OF THE OLYMPIC PIPELINES. 334510-0460 FENCING SEE SHEET I DETAIL SHEET 7 I 68 FOR DETAILS .... _ {:....... .-.....-.-.- .3R 4 .... �/ i --- __ ---- �� _' _ - -� o a o ...... O / ---- --- I i---,-.-.-• `----- \ \ �_. j/.�! - ------ ----- _-------- �� \ O O. o O / / _ �'�------------ --- ----------- ._.__--- .......... I \ \ 1.. _ - - - - - - - _ Q , - - _- // ------ - -, I.......... r' - - - - - - - - ---_ _ -� / \.............. --T-- _--- , 77 --- - ---- 6 '£:; 1 III \ ----- --- - -- -_- - ---_ �- - - ---- - --- '\ / I I I I ----- ----------------------- 1 \ �_ - / / / I ....... l.. .. 0...................... \ \ I..... I I -.-.-------- -- \ _ / / / \\.............�� TREE PROTECTION / / \ \ -- I►I 9 _T • r \ r r _ .. i��.l..... \. \ \ _ .F« _ o o ��i I I I l.l... 1 I I \\ \ \\ \ \ // / j I I I 1 �- -� FENCING SEE SHEET ✓,r \\ \ \ \ .ci - �,, _� ,..�......�.. I I I I .. I I \\ \ \ Q - / // / / I I I \ 68 FOR DETAILS �.i.aT \ \ a� I. \ / 8 \ - I.I. I I I ......�. \) ... ....... , , /, I L.I.............. TR \ \ \' \. - �- - 5 ACT"A... _ --� /, ►• ••." ",����./III I I I 4 1\�\ __r_- ;;; / I I - ... J' I a:: �..cl�. -'. _ -- / / 1•,• 4.5 DEE SEDIMENT TRAP TO I \ \ I I r� L _ INSTALL V-[� TCH W/ROCK \ I : : _ T 0 1" '•.. _,. _/ I...\.\� _ _ �i / ...CHECK DAM SEE SHEET $............ BE OCATE AS NEED TO I \\ --� . _�- I I \ cy)I '.. \., \-. `►e -. o �' ACCOMM DATE CONSTRUCTION I \ ..... / / I I I \ of I - _�;.. FOR DETAIL I j _ ..�' / / I I \ SEQUEN ING. SIZED FOR 2.0/./.. \ -------- /•/ i. .' ;_ \. • \. ti.. _. \�� -.. .. • •'AC BASIN. I _ V. I I -\ . •'�sr ... \ ' . .. . .. - r \' \ •. \ ... ...... I ... ,. _el TREE PROTECTION \•. . \.\ . /..,,.... �... TEMPORARY 12 .......r---/ _�..:. FENC NG SEE SHEET STORM PIPE INSTALLED I - �� .... .• ,.. 1. . ASBUILT TESC PLAN 68 FOR DETAILS \ ABOVE GRAGE ..''!: I . 3j. �--.. PROPOSED PERMEABLE /. : / - _ _ i, _BARRIER LOCATION / / .•' Y Of M IZ I") i0') z� �o LEGEND: PROPOSED SILT FENCE PROPOSED ORANGE SAFETY FENCE PROPOSED CLEARING LIMITS PROPOSED TEMPORARY DITCHES W/ CHECK DAMS PROPOSED TEMPORARY STORM PIPE PROPOSED CONSTRUCTION ENTRANCE PROPOSED CONTOURS---330---- PROPOSED KEYSTONE WALL C EXISTING TREE TO REMAIN0 EXISTING MAJOR CONTOUR ' ' •330• • • • • • EXISTING MINOR CONTOUR .. 332• • • ' ' TREE PROTECTION KEYNOTE PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO 68 . (D TREE PROTECTION FENCE* DRIPLINE DELINEATED SPECIAL KEYNOTE: *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 CONSTRUCTION SEOUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. CONTACT OLYMPIC PIPE LINE AND PUGET SOUND ENERGY AND NOTIFY THEM CONSTRUCTION ACTIVITY HAS BE BEGUN. 4. CONTACT SEATTLE PUBLIC UTILITIES TO ASSIST IN LOCATING MERCER ISLAND WATER MAIN WITHIN UNION AVE NE. NOTIFY ENGINEER OF UTILITY CONFLICTS. 5. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY ONSITE CLEARING. 6. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. 7. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 8. CONSTRUCT STORM FACILITY OUTFALL PRIOR TO ONSITE WORK. 9. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 10. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 11. CONSTRUCT SEDIMENT PONDS AND TRAPS. 12. GRADE AND STABILIZE CONSTRUCTION ROADS. 1 I RECORD DRAWINGS AS BUILT Me REVISION FENCING DETAIL SEE ALONG -NGPE FENCE SHEET 68. 13. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 14. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 15. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 16. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL' NAD 1983/1991 DATU M INSTALL NGPE FENCE EX POWER POLE ----�;- AS SHOWN PER DETAIL TO BE REMOVED. " '.. SHEET 7. ALL UTILITIES TO BE 1 i FACILITIES & UNDERGROUND ALONG I \ OPERATIONS CTR 1 \ 042305-9069 PROJECT FRONTAGE. SPECIAL NOTE: • NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT PROPERTIES. SILT FENCE REQUIRED ON ALL DOWNSLOPES. • ACCESS TO PERKINS HOUSEHOLD SHALL BE MAINTAINED AT ALL TIMES. \ 1/\Tr_ ALL EX ONSITE UTILITIES, STORM, WATER AND SEWER TO BE REMOVED UNLESS OTHERWISE NOTED. EARTHWORK QUANTITIES CUT-100,000 CY FLL-100,000 CY (EARTHWORK QUANTITIES ARE FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXACT QUANTITIES PRIOR TO CONSTRUCTION.) CITY OF [;Rl RENTON Planning/Building/Public Works Dept. i r CONSTRUCT STORM OUTFALL PRIOR TO ONSITE CONSTRUCTION. d. SEE SHTS 23 THROUGH 25 FOR I DETAILS. EX 36" MERCER ISLAND WATER LINE (TYP) EX POWER POLE TO BE REMOVED. POWER TO BE RELOCATED UNDERGROUND ALONG PROJECT FRONTAGE. EX GUARD RAIL (TYP) I TO BE REMOVED -INSTALL BRIGHT ORANGE SILT FENCE AS SHOWN PER DETAIL SHEET 7 STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL ON SHEET 7 NE 27TH PL EX SHED TO BE REMOVED `-CLEARING LIMITS EX 36" MERCER ISLAND WATER LINE (TYP) EX POWER POLE TO BE REMOVED. POWER TO BE RELOCATED = UNDERGROUND ALONG PROJECT FRONTAGE. WHITL KEI 880S Z y 4423 p �� T DNA L 2/ 7/2 V E C v O .� O p>t (0 m C � C W I` O N M < 05 N -0 c:a1.0 O1 N t � � i C L0 r 4-7 N /m W r0 V r a� Y c"\i R-40480Q IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT TESC PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 CV r O C)co Q J Q w W U � Q C� T �%O w ` DATE: 2/7/2022 F-- m O FlELDBOOK: PAGE: (� LLJ DRAWING NO: W Q v, SHEET: 6 OF: 89 I� m O Q GO Q C N N CD N N N Q) E 0 0 zT 3 a Q) 00 i Q) c a� i rn Do i CD CD CD Do i U 0 O O Q < Lq L, CITY OF RENTON (DO EROSION AND SEDIMENT CONTROL NOTES ":::1- 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION C) MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. p 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 w 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 Q AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON J THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES 0- TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. w U 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA Q 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 w 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. Cn 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED w UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. pC ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH O RESTORATION STANDARDS. w 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. TEMPORARY EROSION CONTROL SEED MIX MATERIAL % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR FESTUCA RUBRA ANNUAL OR PERENNIAL RYE 40 98 90 LOLIUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS AGROSTIS ALBA OR AGROSTIS TENUIS 10 92 85 WHITE DUTCH CLOVER TRIFOLIUM REPENS 10 98 90 BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MULCH MATERIAL QUALITY STANDARDS APPLICATION /1000 SF APPLICATION /ACRE DEPTH OF APPICATION " (CONTINUED) EROSION AND SEDIMENT CONTROL NOTES 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, AND 204.50. STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND SOLID LIDS WHEN NOT COLLECTING RUNOFF AND OUTSIDE OF THE ASBUILT TESC NOTES AND DETAILS OF FOREST TERRACE PLAT I I ROADWAY. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. 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 CITY OF RENTON, KING COUNTY, WASHINGTON AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. (CONTINUED) EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL NOTES 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF (ESC) STANDARD PLAN NOTES: (CONTINUED) TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER SWDM. STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR . 9 THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE OTHERWISE SHOWN. CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF PROVIDED DURING CONSTRUCTION. BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT DRIVEWAY TO THE BOTTOM OF THE DITCH. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF INCH ROCK / 10 - 20% PASSING. 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL APPROVAL. INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS PROTECTION REGULATIONS (RMC 4-3-050). WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY BMPS. 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC - WITH A BOLT LOCKING LID MARKED STORM" SHALL BE LOCATED AT THE PROPERTY TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR COVERING, ETC. IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. ) LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. REQUIREMENTS. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A 29, CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS THE CITY. SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE SHALL BE MAINTAINED BY THE APPLICANT. PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM THE RENTON SWDM. CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF IS TESTED. ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PLAN 264.00. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT EROSION AND SEDIMENT CONTROL RELIEVE APPLICANTTHELEGAL OBLIGATIONLIABILITY (ESC) STANDARD PLAN NOTES: D DISPOSAL.NG CONNECTED WITH STORMWATER THE CITY DOES NOT ACCEPTANYANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A SYSTEM PROVIDED DURING CONSTRUCTION. PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE 2• THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS CONSTRUCTION STORMWATER GENERAL PERMIT. 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. PROTECTION REGULATIONS (RMC 4-3-050). 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 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 REMARKS 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 GRAVEL, SLAG, OR WASHED, 3/4 -1-1/2 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS & ORNAMENTALS SEDIMENT IS TRACKED OFFN I L, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY Al CRUSHED STONE SIZE USE WHERE SUBJECT TO FOOT TRAFIC. APPDX. 2000 LBS/CU YD. 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 HAY OR STRAW AIR DRIED, FREE FROM UNWANTED SEEDS & COARSE MATERIAL 75-100LBS OR 2-3 BALES 1-1/2 TO 2-1/2 TONS OR 90-120 BALES MINIMUM OF 2 IN DEPTH, GREATER ON STEEP AREAS OR NEAR PROTECTED AREAS) USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING SPRAYING WITH TACKIFIER AND/OR KEPT MOIST. PLASTIC SHEETING MINIMUM 6-MIL ANCHOR WITH SANDBAGS OR TIRES ON 10-FOOT GRID IN ALL THICKNESS DIRECTIONS. OVERLAP EDGES. WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO JUTE MAT, WOVEN N/A N/A USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDITION STRAW BLANKET SYNTHETIC FIBER BLANKET TO HYDROSEED OR WOOD FIBER WITH TACKIFIER. 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 WOOD FIBER CELLULOSE (PARTIALLY DYED GREEN SHOULD NOT CONTAIN GROWTH 25-30 LBS. 1000-1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE NORMAL APPLICATION RATE. APPLY W/HYDROMULCHER. NO DIGESTED WOOD INHIBITING FACTORS TIE -DOWN REQUIRED. EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS FIBERS) COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, WOOD FIBER APPLIED 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STEEP SLOPES LESS THAN WITH HYDROSEEDING ACRE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE OR ALONE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. BARK CHIPS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6% WOOD CHIPS TREAT WITH 12LBS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 15% (HOG FUEL) NITOGEN FERTILIZER/TON HYDROSEED USE MIX RECOMMENDED ABOVE USE DOT SLOPE MIX FOR STEEP SLOPES. 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRvE m: BENCHMARK DESIGN TJS FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE DRAWN: TJS CHECKM: BJT 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) APPR BJT NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 N0. REVISION BY DATE APPR 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 2"Q415 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC --ILLS----------- G MAX I I 12- MIN POST SPACING MAY BE iNCREASED 4'114 MIN. TRENCH i TO 8- IF WIRE BACKING IS USED I I I I -A +LLLJJJI BACKFILL TRENCH WITFIHAIIVE SOIL Li OR 3+A' TO 1-MT WASHED GRAVEL 2'x4" WOOL] POSTS, STEEL FENCE POSTS, OR EOU IVALENT f YP.} NOTES: 1. CON137IGN3 aF USE 1.1 SILT FENCE MAYBE USEODOWNSLOPE OF ALL DISTURBED AREAS. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNT$ OF OVERLAND FLOW ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP DR POND. 2. DES ICN AND INSTALLATION SPECIFICATIONS 2.1 THE CEnTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MIDST BE AVAILABLE ON SITE ADS {ASTM 04T51j 30.100 SIEVE SIZE [0.6D-0.15mm) FOR SILT FILM 50-7 D0 SIEVE SIZE (D.30.D.F 5mmy FOR OTHER FABRICS WATER PERMITTIVITY (ASTM 0449:) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTHI (ASTM Odfi32y tB0 LBS. MIN. FOR EXTRA STRENGTH FABRIC f00 LBS. PAIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM 04632I 30%MAX. IWOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 22. STANDARD S TRENGTH FABRIC REDUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXI RA STRENGTH FABRIC I F FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H: IV 2.4 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'H4' 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. MAIMTENANCE 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. S.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 SEDOMENT 3.4. SEDIMENT MUST BE REMOVED WHEN $EDIMENTISfi INCHES HIGH. 3.5. IF THE FILTER FABRIC {GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. VNL[SSOTH[RWISF NDTr D. DRAWIP+C IS NO' Tn s A1r (NTSy 5TD. PLAN - 214.00 [PROVMGAZ 9/28/2018 i oaie 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 FILTER FABRIC FENCE INSTALLATION NOTES: CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE FUNCTIONING CONDITION. LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT 2, THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES) 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT BURIED STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE THE PERMANENT FACILITY. SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO PROVISIONS OF STANDARD NOTE 5 APPLYING 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 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY z 4�1423 �I S/DNA V 7/2 O Vi = d i d% _ 7 .� Z3 (0 i Z Lu c0 c N M <00N 1QQq iC14 LO O LO +S N Ln /c�a W U r a) Y �,t R-404807� ini rnnn131 innirF XnnTu riTv nG RGnirnni eTnninnrzne - co O O co Q J tZ W � Uco 00 HORIZONTAL- � ;>383;,a>3, CITY OF ASBUILT TESC NOTES AND DETAILS 2/7/2022PRI m FIEBOOK: RENTON FOREST TERRACE PLAT F-- . P U LTE G ROU P, INC DRAWING NO: DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 w = Lj BELLEVUE, WA 98006 Q 0 SHEET: OF: % 89 w m co 0 I 0 0 I I I w N X 0 z Q N t� U (n Q d1 N CO N O N rn N N O) E N 0 ZT 3 a N a N I I1r) 00 Q� N C C N / 11) Do / O CD O Do / !n 0 U .O 0 > O O Q Ii! < Lq a) 2'•4" ROCK �1 SECTION A L L = THE DISTANCE SUCH THAT POINTS B 18' MIN. SECTION B NOTES: 1. CONDITIONS DF USE WHER£ THERE IS COkGENTRATED RUNOFF FROM DISTURBED AREAS TO AND PROM SEDIMFNT 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-I. ANY S@biMPNT bt06kIY7oN of MbOt "HAN 6 4N6HE5 SHALL M R@M6VEb S6 THAT THE L`HANTIPL IS Fi4�576REb To lis 6FTI6IHAL bFSIGk 66PACFTV. 22. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE 8ED AND BATIKS. IF SCOURING AND EROSION HAS OOCURRE❑ AFFECTED AREAS S4-W L BE PROTECTED BY RIPRAP OR AN EROSIDN CONTROL BLANKET OR NET VNLFSSOTHERWISE NDTED,ORAWING 15 NQTT4SCALE (NTSF 510. PLAN - 217.40 PUBLIC WORKS DITCH CHECK DAMS P R D: 9/28/2018 1 UR4DEPARTMENT GAG NklggF 2 2 MAX LEVEL BOTTOM MAX 1 � IZ, M1 h� F �+2' MIN. SWALE SPACING DEPENDS 04 SLOPE GRADIENT NOTES: i. CONDITIONS OF USE 1.1. REQUIRED AT: ".I- THE TOP OF ALL SLOPES IN ESLCESS OF 3H1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGESLOPE SLOPEPERCENT FLOW PATH LENGTH ZOHA V (OR LESS) 3-5% 300 FEET (10T020)H_1V 5-10°S 200 FEET 14 TO 101H:1V 70.2595, 100 FEET (2TD4)H'IV 25-80% 50 FEET 2- DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 214:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY 8E CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO Ef FECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.4 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. & 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 ANDIOR FREQUENCY OF THE SWALES SHALL BE INCREASED}. UNLESS OTFIr9W15E NOTED, DRAWING 15 NO �TFo W4LE (NTs; STD. PLAN S-y 21p1.10 ,� PUBLIC WORKS D. INTERCEPTOR SWALE PPR 9/29/2018 1 '*ice DEPARTMENT GAZ PATE KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES ASBUILT TESC NOTES AND DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EMERGENCY OVERFLOW SPILLWAY dND LErlGTH [3 TO B TIMESTHE ' MAX. POND WIDTH}INiFLOW -FENCEOR RISER t;EQUNALENT DISCHARGE TO STABILIZED DIVIDER PIPE CONVEYANCE, OUTLET, OR I I LEVEL SPREADER RISEN PIPE (PRINCIPAL SPILLWAY), OPEN AT TOP WITH TRASH RACK - DE1NA7ERI NG DEVICE ' (SEE RISER DETAIL. S STD, PLAN 216.10) J�N WIRE-BACKED SILT FENCE, STAKED HAY BALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER CREST OF EMERGENCY SPILLWAY EMBANKMENT COMPACTED 95,,.- PERVIOUS MATERIALS SUCH AS GRAVEL 12' ,y OR CLEAN SAND SHALL NOT BE USED -y N u ? L s DEWATERING ORIFICE DISCHARGE TO STABILIZED CONCRETE BASE J CONVEYANCE, CUTLET, OR J. LIEVELSPREADER NOTES- I- CONDITION DF USE 1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS ACRES OR MORE L DESIGN AND INSTALLATION SPECIFICATLONS 2.1. THE POND SHALL SE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS -THE DIVIDER SHALL BEAT LEAST CNE HALF OF THE HEIGHT OF THE RISER. WIRE -BACKED, 2-T0 3 FOOT HIGH, EATRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4"s MAYBE USED AS A DIVIDER. AL7ERNA7IVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2.2. IF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 2.3. TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVAL$ SHALL BE PROMINENTLY MARRED ON THE RISER. 1, MAINTENANCE STANDARDS 3.1, SEDIMENT SHALL BE REMOVER FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH 32 ANY DAMAGES TO THE POND EM&ANKIAENT9 OR SLOPES SHALL BE REPAIRED- VNLESS ATHERWISE ND7ED, DRAWING IS 1407 TO SCALE 1.1. BTU. PIAN - 216.00 *. PUBLIC WORKS SEDIMENT POND PLAN VIEW AND ROW'. '*I� DEPARTMENT CRC15� S�CTICSN$ G� 9/28/2018 1 W MIN 12'DEPTH 2"-4'ROCK 24' MIN. SETTLING DEPTH !I 9 T 3.5'•6' �7I.. I T.5' MIN. SEDIMENT STORAGE -+ 12. OVERFLCFLV DEPTH OUTFLOW CHANNEL IF r CONSTRUCTED BY n EXCAVATION 7 12" DEPTH 3f4" -1 lir WASHED GRAVEL FILTER FABRIC FENCING { PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER 2' MIN, LARGER THpAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F567 AND AASHTO M294 CORRUGATED METAL RISER WATERTIGHT COUPLING TACK WELD EI' DEWATERING ORIFICE, SCH 441 STEEL STUB. MIN, a B' MIN DIAMETER AS PER CALCULATIONS IN SECTION D.2.1.5.2 OF I - - - . THE CITY OF RENTON SURFACE WATER DESIGN MANUAL a L a 4 ` e 4. 14" MIN CONCRETE RA$E " (ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION) 4 % a 2 x RISER DIA MIN. NOTES: 1 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTIHERWISE NDTE D, DRAWING 15 NOTYO SCAMS (NISI STD. PLAN - 216.10 URJPUBLIC WORKS SEDIMENT POND RISER DETAIL PP D. 9/28/2018 { DEPARTMENT GAZ DATE TSZ0.dGROAD R=25' MIN- �1/- INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8' QUARRY SPALLS GEOTEXTILE CONSYRUVTION ENTRANCE NOTES: T. TESHALE BE PAVED TO THEHE EDGE OF THE RIGHT-OF-WAY PRLDR 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 7Do' MIN 1SMIN, PROVIDE FULL WIDTH OF iNGRES&EGRESS AREA 12' MIN. THICKNESS MOTES: 1. CONDITIDN 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,DW FEET OF THE SITE 1.2 FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAI N SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNMIDTH TO PROVIDE VEHICLE ACCESSPARKING. BASED ON LOT SIZE1CCPNFIGURA70N. 2, DESIGN AND INSTALLATtION SPECIFICATIONS 2.1. A SEPARATION GEOTEHTRE SHALL RE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE DEOTEXI ILL. SMALL MEET THE FOLLOWItrG STANDARDS - GRAB TENSILE STRENGTH [ASTM D4632] 200 LES. MIN. GRAB TFN5I1,E ELONGATION(ASTM 04B32) W% MAX. (WOVEN) CB R PUNCTURE STRENGTH (ASTM D6241) 4135 LBS, MIN. A05 I ASTM 04751) 2D-45 (U.S. STANDARD SIEVE SIZE) 22. DD NOT USE CRU BRED CONCRETE, CEMENT, CR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STAB IDZA7ION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORM WATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL {WOOD BASED MULCH) MAYBE 5UBSTTFUTfO FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE U5E0 FOR PERMANENT ROADS FLOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NUT 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. NOTES: 25. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFF€CTIV€N@58 OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE 1. MAY BE CONSTRUCTED BY EXCAVATION OR BY 9UILDINGABERM URIPUBLIC WORKS DEPARTMENT BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 3. EAINTENANCE STANDARD$ 3-1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WFFH THE SPECI FICATICNS. 32 IF THE ENTRANCE 15 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 DN AN AREA CDVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 5.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZEI ON SFTE. 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 17 IS NECESSARY TC WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE F CAN BE CONTROLLED AND DI5CHARr ED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SY5T✓=MS 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. S.B. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S). FENCING Si-ML BE INSTALLED TO CONTROL VNLESS OTFIERWISI' 1177E0, DRAWING I5 NO7 TU SCALE lr- TRAFFIC. UNLESS OTHERWISE NOTED, DRAINING IS NPr TO SCALE (NTSI STD. PLAN - 211.00 STD. PLAN - 215.10 PPP.... - SEDIMENTTRAP PUBLIC WORKS PpR°YED; qZ 9/28/2018 1 DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/2812018 I :4 ... .. ,... � DATE DATE 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT SURVEYED: SCALE. VERTICAL: NAVD 1988 N/A HORIZONTAL• NAD 1983/1991 DESIGNED: TJS DRAWN: TJS ONE INCH DATU M CHECKEDBJT AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY BJT 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ QVERFLOW BYPASS BELOW INLET GRATE DEVICE 8IRDIMFAIT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) I OVERFLOW BYPASS (TYP,) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES. 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AHD WITRN 50O 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 {BIGOT FOR THE 5TORMWATER STRUCTURE 11, WILL SERVICE. 5- THE BFCip SHALL HAVE A BUILT-IN HIGH+LDW RELI€F SYSTEM EC!VERFLOW BYPASS}, B- THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGU WITHOUT SPILLING THE COLLECTED MATERIAL, 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.205) 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 15 NOT TO SCALE (NISI STD. PLAN - 216.30 PURU$LIC WORKS PPR Ea: DEPARTMENT CATCH BASIN INSERT ( 9/28/2018 1 w DATE TENSAR GS-1 SAFETY FENCE OR EQUAL (BRIGHT ORANGE PLASTIC MESH) 10' 14 CA. CAI VANI7FD WIRE 11 ' I STEEL FENCE POST 6' HIGH MIN. u NOTE: 1: CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON -CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE vRi CITY OF RENTON Planning/Building/Public Works Dept. J. TAB I_ o Z z y 423 p �� S T 0, ss/DNA L 2/ 7/21 ♦0♦� YI L fwwW• YI 3 •� Z3 0 .0 Lu c N M C a w (_4 m � In ^� 0) i LO a-+ N N /m W rO, V r a� Y R-40480Q IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne N O CD co ccc Q LL LJ..I U� Q00 T = O ASBUILT TESC NOTES AND DETAILS DATE, 2/7/2022 LLJ m FOREST TERRACE PLAT �Oo �8001' PULTE GROUP, INC DRAWING NO: 3535 FACTORIA BLVD S.E., #600 LL J oc BELLEVUE, WA 98006 CDv (w, SHEET: 0R 8 89 I I m i i i I X CD Z Q N C) U cn 7- n N N N N CD N E a 0 00 i Q) i rn 00 i CD 0 0 co i U 0 O U Q W< N 00 w 0 25' 50' 100' SCALE: 1 "=50' DYKEMAN ROBERT E 778800-0070 TW=352.0 2.o BW=350.0 GRADING AND RETAINING WALL LEGEND 01 14' MAX HIGH 2:1 SLOPE. O MAX 6' HIGH KEYSTONE WITH 6' TERRACE. 30 MAX 6' HIGH KEYSTONE WALL. ® MAX 3.5' HIGH ROCKERY O MAX 4' HIGH ROCKERY © MAX 6' HIGH ROCKERY. O MAX 10' HIGH ROCKERY. TW=96.7 TOP OF WALL ELEVATION (TYP.) BW=0.5396.2 EXPOSED HEIGHT OF WALL (TYP.) [EXPOSED BOTTOM OF WALL ELEVATION (TYP.) GAS MAIN KEYNOTE ©APPROXIMATE LOCATION OF GAS MAIN PER OLYMPIC PIPELINE, GAS MAIN MARKER (TYP.) DIAZ JOHN M & TRICIA E 3345100450 ASBUILT DETAILED GRADING PLAN OF KEYNOTE 1 FUTURE ALIGNMENT FOR EXTENSION O PLAT POREST OF SE 96TH PLACE SG 20' WIDE LOCKING SWING GATE AND A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. FIRE DEPT. APPROVED LOCK BOX "NO PARKING" SIGN INSTALLED PER DETAIL CITY OF RENTON, KING COUNTY, WASHINGTON © OON N THE SHEET 39. PARKIN PROVIDED OF THE STREET. R8-3 (12"X18" W/ DOUBLE HEADED ARROWS BELOW "NO PARKING" SYMBOL). ® BEAM GUARDRAIL TYPE 31 W/ "DESIGN A" END SECTIONS. SEE DETAIL ON SHEET 39 AND 41 FILL AREAS WITH EX SLOPES GREATER THAN 20% SHALL HAVE A KEYWAYS PER GEOTECHS DIRECTION AND INSTALLED PER DETAIL ON SHT 38. UNDER DRAINS SHALL PROPOSED TREE TO BE CONNECTED TO THE STORM SYSTEM DALPAY JAMES W JR BE SAVED (TYP.) DALPAY 334510 0510 JR WHEN POSSIBLE OR DAYLIGHTED AT THE 77dr,ln_nArn NEAREST POINT. TREE PROTECTION KEYNOTE: PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE ROAD NAME SIGN AND STOP SIGN REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO INSTALLED PER DETAIL ON SHEET 39. 68 . S1 "FUTURE ROADWAY EXTENSION" SIGN TREE PROTECTION FENCE* S2 OM4-3 RED DIAMOND OBJECT MARKER DRIPLINE DELINEATED S3 END OF SIDEWALK SIGN PER DETAIL ON SPECIAL KEYNOTE: SHT 39. *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS C� INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND O NOTE: MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION O FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT 00 EXACT LOCATION AND NUMBER OF SIGNS OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM TO BE CONFIRMED WITH CITY INSPECTOR LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A PRIOR TO INSTALLATION OF ALL SIGNS CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO C-)(TYP). INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION DALPAY PROPERTIES REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED L L C 0423059234 TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68. �\ I TW=358.0 Q I1--- _ II IS2 so I DALsPoAY PROPERTIES L L C 52.0 BW ; 0 c .J.. 6 0' -KO-VAL- RUSS+ZORYANATW360 W= 80 334510-0511 TW-360.0 360.0 B35.342405-9161 2.0 BW2BW=358.TW=348.9 TW=348.9 TW=358.6 TW=363.02.0 _ R B=34.8 4.5 TW=3633 o B57.0_ =4 BW=34W=354.1 N BWTW3604 TW=34a, 0-360.0 I2.o 35W.BW 0 W=57.0 35.... TRACT B TW=354.1 TW=357.30 W 35 346 513.sBW=348. 6B=3 HOLT GEORGE M-- -_- 567 -9131.......-------- ------ 342405 3oTBW52.0 $ GJ CV F. TAB Z 423 S T E sS'ONA L Edo\ 2/ 7/21 V E C v th W C N N M i 000N 3 , a- -0 �a' � _ C LO+(V � O V ,4 � (1) Y r EX GAS Q POWER (TYP) OPERATIONS CTR 042305-9069 FACILITI -& MAIN (TYP) / c' / OPERATIONS /e off,c 042301 -9069R RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE GRADING NOTES NOTE DRIVEWAY DRIVEWAY DRIVEWAY 1) CLEARING AND GRADING OF THE PROPERTY 1) SEE SHEET 38 AND 39 FOR DRIVEWAY ENTRANCE DETAIL. LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. STATION STATION STATION 2) DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION OF 1 T 12 8 92 2 T 16' 11 NE 27TH PL 16' 2 T P 16' 2) THE CONTRACTOR SHALL VIDEO THE APPROVED DRIVEWAY FROM ADJACENT PROPERTY LINE 0 PROPERTY R 4 04 8 0 9 O O O 0? Q r- Co CD C:)CDCDC� S A + 4. NE 7 H PL STA 22+42.75 21 STA 14+33.80 NE 7 H L HAUL ROUTE PRIOR TO THE BEGINNING OF LINE. 2 STA 13+58.81 NE 27TH PL 16' 12 STA 22+47.35 NE 27TH PL 16' 22 STA 14+05.80 NE 27TH PL 16' CONSTRUCTION TO IDENTIFY THE EXISTING 3 STA 14+28.81 NE 27TH PL 16' 13 STA 22+17.05 NE 27TH PL 16' 23 STA 13+35.80 NE 27TH PL 16' CONDITION OF THE ROAD WAY. FOLLOWING THE 3) SOIL AMENDMENT SECTIONS TO ALL DISTURBED SOILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS COMPLETION OF PLAT INFRASTRUCTURE, THE PER DETAIL ON 4 STA 16+33.81 NE 27TH PL 16' 14 STA 19+19.31 NE 27TH PL 16' 24 STA 12+70.02 NE 27TH PL 16' CONTRACTOR SHALL VIDEO THE HAUL ROUTE SHT 41 Q 5 STA 17+03.81 NE 27TH PL 16' 15 STA 18+92.51 NE 27TH PL 16' 25 STA 32+24.83 UNION AVENUE 16' AGAIN AND IDENTIFY THE POST CONSTRUCTION J CONDITION OF THE ROADWAY. THE CONTRACTOR 6 STA 17+73.81 NE 27TH PL 16' 16 STA 18+25.80 NE 27TH PL 16' EX LOT STA 34+21.78 UNION AVENUE 16' SHALL REPAIR THE ROADWAY TO A CONDITION SPECIAL NOTE: 7 STA 18+01.81 NE 27TH PL 16' 17 STA 17+55.80 NE 27TH PL 16' EQUAL OR BETTER TO THE CONDITION OF THE WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE U 16 INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED () 8 STA 19+20.16 NE 27TH PL 16' 18 STA 16+85.80 NE 27TH PL SHALL BE COMPLETED BY THE CONTRACTOR AND FROM THE BOTTOM OF THE BASE ROCK TO THE TOP Q 00 9 STA 19+96.66 NE 27TH PL 16' 19 STA 16+15.80 NE 27TH PL 16' REVIEWED AND APPROVED BY THE CIVIL PLAN OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS pC T REVIEWER PRIOR FINAL PLAT RECORDING. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP 10 STA 22+12.65 NE 27TH PL 16' 20 STA 15+45.80 NE 27TH PL 16' OF WALL. � 1 RECORD DRAWINGS AS BUILT TJS 1 /12/22 BJT SURVEYED: �. 1 "=50' HORIZ�A�L:•" °' ,e �ea' ASBUILT DETAILED GRADING PLAN DATE. 2/7/2022 � m BENCHMARK " " DESIGNED: JS VRI CITY OF FOREST TERRACE PLAT FIELD9OOK: � 0 FOUND PUNCHMARK IN 1 Y4 BRASS FOUND PUNCHMARK IN � BRASS PIN DRAWN: RENTON P U L T E G R 0 U P INC PAGE. cl DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE TJS ONE INCHNksov DRAWING NO: w 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) : AT FULL SCALE DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 oc w HORIZONTAL DATUM: VERTICAL DATUM: CHECKED: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) IF NOT ONE INCH NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 NO. REVISION BY DATE APPROVED: APP BJT SCALE ACCORDINGLY BELLEVUE, WA 98006 SHEET: 9 OF:89 o �m c I a L 00 C) ' I w ~ } ASBUILT SITE CROSS SECTIONS OF TERRACEF RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON c c 420 420 0 Z ..__ , SCALE. 50 415 410 415 VERTICAL .. __ . 41LLJ C Q J w U Q 405 - 405 c c c 0 r w LLJ OM Z Z W 400 \Ll 400 C I Z w 395INING VOLL 395 C 390 390 c RETAINING WALL 6' HIGH ROCKERY c 5 38 385 0 0 Lv z CL �. T A/ a 1 �_ �F i 380 n 380 �P�`� ❑ — Z ' 1 "GI I ROCK SECTION NE y 423 p �Fss HEIAI14ING WALL 375 - _ 375 4NA LT 2/7/2022 _ — —z � E 0 — 370 370 _ EXISTING GR-AD-- 4 C A, � S PROPOSED 3RADE O 5. •9 ? - c � W5 co O 00 (n M V7 cV Do a)00 0 N r7 ro rn co m Ln m r- 0000 CA 00 M O 00rO O c000 r7 r- ° 0-) 00 "i �"' O Ln � r7 O N �o .. 0 O � r7 O �°' .. O 0 O � r7 O O o r .: O 0 � � M ro �N r� O O M ro r O Ln or, O O M � 00 �^ 000 rn � � r o� co O � �� O W5 m N Qi � > O c aooN -0 01 N �a1.0 J j = T 3 T D T T D i D � ' DATUM HORIZONTAL DATUM: VERTICAL DATUM: ' NAD 83/ 11 NAVD 88 BENCHMARK FOUND PUNCHMARK IN 1 /4" BRASS FOUND PUNCHMARK IN BRASS PIN DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 NO. SECTION X-X HORIZ. 1 "=50' — VERT. 1 "=5' RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT SURVEYED: SCALE* H 1 "=50' DESIGNED:TJS V 1 "=5' DRAWN: TJs ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT HOR VERTICAL. 1983/1991 DATUM ' CITY 0 F Rl ; R E N TO N Planning/Building/Public Works Dept. t CN LO W Y in U 0r N R-40481 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT SITE CROSS SECTIONS 2/7/2022 FIELDBOOK: FOREST TERRACE PLAT PAGE. P U L T E GROUP, I N C DRAWING NO: 3535 FACTORIA BLVD S.E., #600 BELLEVUE WA 98006 SHEET: OF: 10 Q J L LJ U Q W � L.LJ ❑C Q I 1, D J 0) C'7 00 T O Z m O 7 Ill U m 00 0 I 0 0 N 0 U cn Q N N (D N \ 0') N N N E \ N 3 I 00 / 00 i CD CD CD 00 / U N In 0 0 l2 < Lq a L. DATUM HORIZONTAL DATUM: NAD '83/'11 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 410 1 / / : 370 • ASBUILT SITE CROSS SECTIONS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON WJ.r-� 'a Mik'UMLV7-1 —_� �•1—� yai f•1—i f•1— �� lw— •I �1 dal Via- I IV 1. �7•Ia1 I ■ �1 ^�'—�. �1 f• Ali J•a. 1.1..1- �M qrviuu� 7IL1a1�11•i���l•T•1 �7•rJ r.—r�l♦ ;M miIiiiiiii t\\1..11\II\\ L dbi w� i� �•.��r.vl�el�Le, �r•� � �l J.a•lJ•ltaaiiC,:C1il� -� i� �r>•.>•: a i1. �:ai l�l:� �:a ��� �� � 1�— � �i — -�_-- —= �F�a���wuilo�-mli-- � II II � a3w�iilcli J:1�IJ�\17��H:I'1 Imo.. -\mI1;7m\aI\��II, FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 SECTION Y-Y HORIZ. 1 "=50' - VERT. 1 "=10' RECORD DRAWINGS AS BUILT REVISION TJS 11/12/22 BY I DATE BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJ AP P R APPROVED: BJT SCALE: H 1 "=50' V 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EKC 410 370 VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. z 4� 423 �/4:A 2/ 7/2 Vi C O • ..ww v1 AL 5 W c� c N M a'CO3,N Q 1.0 0 L\ Lr) L0 a-/' N W U r Y �'t R-40481 1 � ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne ASBUILT SITE CROSS SECTIONS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q WQ0 Uco Q 00 T �O LLJ Z DATE: 2/7/2022 m O FIELDBOOK: PAGE: LLJ DRAWING NO: �w Q v, SHEET: OF: � m 00 O I 0 IN ICJ r I I I I i X 0 z Q 0 U cn Q rn N N O N rn N N E Q 0 0 3 N 0-) 00 / 0') 00 i CD CD CD 00 / U N 0 0 Q li! < Lq a) a L. N 0 25' 50' 100' SCALE: 1 "=50' FLOW SPREADER FOR UPSTREAM BASIN ASBUILT COMPOSITE UTILITY PLAN OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 24 FOR OFFSITE STORM EXTENSION I ' I DALPAY JAMES W JR DYKEMAN ROBERT E EX POWER POLE TO \ 778800-0070 I l � I I 334510-0510 � BE TO BE RELOCATED . \ 1 DIAZ JOHN M & TRICIA E I DALPAY JAMES W JR UNDERGROUND ALONG 3345100450 PROJECT FRONTAGE. ; \ TRACT D 15' 334510-0460 PS El 3 L... _ I I DALPAY PROPERTIES l DALPAY PROPERTIES L L C_, ; �.� �..••.. 334510 0511 Lso. ..... ........�.-..-.-.-.-_..-..--- - _ # 6 ......... L L C 0423059234 .... ..344.. � .. 35fl ..... --_---------- --- \ — — — — — CB#2 ; B 2 .......... ...::....... �, i — --- ------ ---• 1. .. 50 _ -- BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 POWER NOTE: EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF UNION AVE NE SHALL BE RELOCATED UNDERGROUND. 1 RECORD DRAWINGS AS BUILT 4 SURFACE DRAINS NO. REVISION UTILITY CROSSING NOTES: 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. TJS 1/12/22 BJT suRVEym: DESIGNED: TJS TJS 1 14 2 BJT DRAWN:TJS CHECKED: BY DATE APPR APPROVED: BJT SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: CONNECT FOOTING DRAINS. DAYLIGHT WALL DRAIN 6" DIAMETER ROCKERY SURFACE DRAIN SURROUNDED BY CLEAN WASHED -" DRAIN ROCK. SEE DETAIL ON SHEET 15. ®COMBINED WALL DRAIN AND ROCKERY SURFACE DRAIN DOWNSTREAM OF ALL ASSOCIATED ROCKERIES. VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M AO % % CITY OF PRI RENTON Nksliv Planning/Building/Public Works Dept. 36' SPu WATER IIA --T --N.0 ill.... Mil.- l j Q cli _ l — ? EX POWER POLE TO co..: I l BE REMOVED. POWER O TO BE RELOCATED l O UNDERGROUND ALONG O - — — — — — —L - PROJECT FRONTAGE. •.1r.:p: X SSMH#10411 00 00 TAB . . Qx ph z 423 p �� L �� NACD • II 2/ 7/2022 88G20-0050 V 0 ur iu lw� J I GPpp�O i O OHO O n-+ p��'$� +� m Z3 t 0 e uF'.I Z '~ n I KANG THOMAS 880920-0030 C W N j -00 .I° X SSMH#10476 00 (N or)N 1.0 4 1,9 WONG WAI KAI r L0 4-7N 880920-0020 O N � Ln in 510Y� S-404801 W-404801 1 d R-404812, IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT COMPOSITE UTILITY PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q w LIJ U co Q 00 T oc w %p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: (� L. J DRAWING NO: W Q v, SHEET: 1L ^ OF: � u— m 00 O I O a) E Q 0 0 3 N i 0-) 00 i / 0') 00 i CD CD CD 00 / U 0 n 0 0 Q W< Lqa) a L. 8' _I_ 8' _I 1_5' BIKE LANE WALK PLANTER VERTICAL CONIC. CURB & GUTTER ASBUILT ROAD SECTIONS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON W z J 40.5' R/W EX 30' X I W 11' LANE 6' EX 19'f 5'f EX 5' WALK 0.5' 0.5' �P� S�pPF-i I 1i - - - - 4" THICK CEMENT_] CONCRETE SIDEWALK WITH 6" COMPACTED DEPTH HMA CLASS B ASPHALT 4" CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS UNION AVE NE NOT TO SCALE w 53' R/W z � 1 26.5' R/W 26.5' R/W 5 8' 1 13' 13' WALK PLANTER 2.� 1, 0.5' MqX VERTICAL CONC. 1.5%_ CURB & GUTTER 27. 2% 4" THICK CEMENT CONCRETE SIDEWALK WITH 6" COMPACTED DEPTH HMA CLASS B ASPHALT 4" CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS RESIDENTIAL ACCESS NOT TO SCALE 5.5' 20' 3.0' 2.5' 1 0.0' I BEAM GUARDRAIL TYPE 31 *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK TRACT A 20' ACCESS ROAD NOT TO SCALE 8' PLANTER 5' WALK 1' *MINIMUM ROADWAY CROSS SECTION NOTE: 4" MIN HMA OVER 6" MIN CRUSHED ROCK WIDTH VARIES 2.6' MINIMUM BETWEEN RETAINING WALL/EOA 0.5' MIN BETWEEN VAULT/EOA 10.0' KEYSTONE RETAINING WALL (TYP) L4" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE -4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 1 RECORD DRAWINGS AS BUILT Me REVISION Lw z J 15' T Ui9JL VVVI\JL 15' ACCESS ROAD NOT TO SCALE 26.5' R/W 5' 8' WALK PLANTER 5' IT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE 53' R/W 13' VERTICAL CONC. CURB & GUTTER 4%_ 26.5' R/W \-VERTICAL CONC. 6" COMPACTED DEPTH HMA CLASS B ASPHALT CURB &GUTTER -1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE RESIDENTIAL ACCESS - PSP+L EASEMENT NOT TO SCALE SOILS REPORT NOTES: GENERAL SITE DEVELOPMENT NOTES• 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES TRENCHING PROCEDURES. CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, SOILS REPORT: GEOTECHNICAL REPORT FOREST TERRACE 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, (VANDERMAY) HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN PROJECT NUMBER: T-7677 CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE DATE: JULY 19, 2017 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY ' LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. PROTECTED SLOPE ANALYSIS GEOTECHNICAL REPORT FOREST TERRACE OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE (VANDERMAY) UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES PROJECT NUMBER: T-7677 SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DATE: JUNE 18, 2018 APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT RESPONSE TO COMMENTS BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING SHOWN ON THE PLANS. GEOTECHNICAL REPORT FOREST TERRACE ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC (VANDERMAY) RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB PROJECT NUMBER: T-7677 CONTRACTOR SHALL CONSULT THE CITY AND BARGHAUSEN CONSULTING SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH DATE: AUGUST 14, 2018 ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO WITH CONSTRUCTION. BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. PREPARED BY: TERRA ASSOCIATES, INC. 12220 113TH AVENUE NE, SUITE 130 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE 12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND KIRKLAND, WASHINGTON 98034 DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW (425) 821-7777 SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE PLAN FILES PROVIDED BY BCE. SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO CONSTRUCTION. COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. ATTENTION OF THE CITY AND ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND CONSTRUCTION. THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION R 4 04 813 w z J z y 423 p �� S T NA L 2/ 7/21 V E 0 .� Z3 (0 C Z C Lu c N N M < 00 N 1aQq t L0 i i O Ln 4-7 N N /c�v W U r a) Y �,t Itzi- N O O I 00 ccc MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE - 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE PRE -CONSTRUCTION MEETINGS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD 8, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE Q (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND J UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED W STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL U 0) SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR Q 00 COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. r O TJS 1/12/22 BJT suRVEym: SCALE DATE N/A HORIZONTAL- � igaviga, ASBUILT ROAD SECTIONS 2/7/2022 � m TJS CITY OF DESIGNED: RENTON FOREST TERRACE nPLAT I LA T FIM BOOK: cr OO DRAW PRIM TJS ONE INCHNkmw PULTE GROUP, I I V C DRAWING NO: w DATU M CHECKED: BJT AT FULL SCALE Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 DC U IF NOT ONE INCH BY DATE APPR BJT BELLEVUE, WA 98006 13 gg APPROVED: SCALE ACCORDINGLY SHEET: OF: O LL. m 0 z Q 0 U cn I 00 a� / 00 i CD CD CD 00 / U N 0 0 Q li! < Lq E: L, 00 O I 0 0 Q J \ 2- /j\\/\\ LLJ w O DATUM HORIZONTAL DATUM: NAD '83/'11 3.0, KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) ASBUILT RETAINING WALL DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 6" MIN DIA SURFACE DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN ROCK. SEE DETAIL ON THIS SHT 15 FOR MORE INFORMATION. �.7 S�OpF 8.0' SEPARATION 3.0' COMPACTED STRUCTURAL FILL ABOVE DRAIN COLUMN (TYP)\\//\\//\\//\\// 1 Q Q 6 z THE GEOTECHNICAL ENGINEER SHALL OBSERVE NATIVE\\�\\�\\�\\ - 6.5' SEPARATION 6.5' SEPARATION 2.0' ` J CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF ,�� �� X\/ �� Lli CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL �\ ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER CONDITIONS OBSERVED. (TYP.) ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER 1 CONNECTION POINT IS SHOWN. TYP. /%% 10 /�\/\/\/\/\/\/\/\/\/\/\ xQ o m \/\r,�/\\/\\/\\ /\/\/\/\/\/\/\/\/\/ 1 w /�/ 6 `'i CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE ROCKERY RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. FG GRADE I GEOGRID PER / /\\/\\ J A` GEOTECHNICAL DESIGN // //\//\//\//\// TYPICAL ROCKERY � \'\\'`\'`\'`\'`\'/ ' WALL PLACEMENT DETAIL BB -BB o 10 NOT TO SCALE Z x y 423 p �� S T F NA L E��\ CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE KEYSTONE RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. ADDITIONALLY THE SPECIFIC KEYSTONE PRODUCT SHALL BE COMPAC HEWNSTONE AND ALL WALLS SHALL BE CAPPED. TYPICAL KEYSTONE WALL PLACEMENT DETAIL AA -AA NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 EG GRADE 1 I RECORD DRAWINGS AS BUILT FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 4 SURFACE DRAINS 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. REVISION N:191241.77, E:1311481.30 KEYSTONE RETAINING (GEOTECHNICAL r REQI TJS 11/12/221 BJT I su"EYED: DESIGNED: TJS DRAWN: rJS 1 14 2 BJT TJS CHECKED: BJT BY DATE APPR APPROVED: BJT GE GEOTECHNIC TYPICAL KEYSTONE WALL PLACEMENT DETAIL CC -CC NOT TO SCALE SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE KEYSTONE RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. ADDITIONALLY THE SPECIFIC KEYSTONE PRODUCT SHALL BE COMPAC HEWNSTONE AND ALL WALLS SHALL BE CAPPED. vRi CITY OF RENTON Planning/Building/Public Works Dept. V E V Vi = 5 O m C � C Lu c O N M < 00 N �a1.0 0 ��: Lr) i i O Ln 4-7 N /c�v W U r a) Y N �'t � :0 [ILA RM I EIA I co O O O O I CO IN COMPLIANCE WITH CITY OF RENTON STANDARDS � ASBUILT RETAINING WALL DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q W U � Q 00 T �7O �..LJ ` DATE: 2/7/2022 � m O FlELDBOOK: PAGE: (� L.i DRAWING NO: W = CD SHEEP: w OF. in L� � m 00 0 I 0 0 Z Q a� 0 U Cn 3 co rn 00 a� QO / co i 0 CD CD co / U N > 0 6" MIN DIA SURFACE DRAIN PIPE SURROUNDED BY CLEAN WASHED Y4" DRAIN ROCK. SEE DETAIL ON THIS SHT FOR MORE INFORMATION. 28' SEPARATION 2'1 -�<1010F COMPACTED STRUCTURAL FILL ABOVE DRAIN COLUMN (TYP) THE GEOTECHNICAL ENGINEER SHALL OBSERVE NATIVE CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER CONDITIONS OBSERVED. (TYP.) ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE ROCKERY RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. TYPICAL ROCKERY WALL PLACEMENT DETAIL DD—DD NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DATUM DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 ASBUILT RETAINING WALL DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 8" MINIMUM DIAMETER SURFACE DRAIN PIPE SURROUNDED BY CLEAN WASHED 34" DRAIN ROCK TAKEN TO AN APPROVED POINT OF DISCHARGE (TYP.] 1! 30 ML PVC LINER ENVELOPING THE UPPER 1 DRAIN AND DRAIN ROCK 4' - 1(Y 1' CRUSHED ROCK FILTER MATERIAL, (MAX) P BETWEEN 2 AND 4INCH SIZE WTH LESS THAN 2%FINES WIDE DRAIN ....+III COLUMN (TYP.) WRAP DRAINAGE COLUMN IN MIRAF I 14ON �- - FILTER FABRIC OR EQUIVALENT ITYP.] H13 —I 1. 1.5 COMPETENT NATIVE SOIL TO BE I VERIFIED BY GEOTECHNICAL ENGINEER 28' SEPARATION IF� KEYWAY �1 KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE 1 RECORD DRAWINGS AS BUILT FOUND PUNCHMARK IN BRASS PIN IN CONCRETE MONUMENT IN CASE 4 SURFACE DRAINS 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. REVISION N:191241.77, E:1311481.30 4" MINIMUM DIAMETER GRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN POINT OF DISCHARGE (TYP.) GENERAL NOTES ROCKERY SURFACE DRAIN TO BE PLACED WHERE NECESSARY IN ACCORDANCE WITH THE CIVIL PLANS ROCKERY NOTES: I ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY [ARC] CONTRACTORS GUIDELINES. 2 ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTIONS I}13.7(t) OF THE WSDOT STANDARDS SPECIFICATIONS [2004]. 3. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. 6 r .� 11-13-2920 Terra ROCKERY SURFACE GRAIN FOREST TERRACE Associates Inc. RENTON, WASHINGTON unw.�� �� E..:or+re.�lai °Bann Sdeoec Pmj No T-7677 Date NOV 2021) Rpm 1 1 10 16' SEPARATION KEYSTONE RETAINING W (GEOTECHNICAL DESIG REQUIRED) CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE KEYSTONE RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. ADDITIONALLY THE SPECIFIC KEYSTONE PRODUCT SHALL BE COMPAC HEWNSTONE AND ALL WALLS SHALL BE CAPPED. TYPICAL KEYSTONE WALL PLACEMENT DETAIL EE—EE NOT TO SCALE GEOGRID PER GEOTECHNICAL DESIGN J J LL 0 LJ U L 1 10 `i 1 z 4� 423 �- S1�NA 2/ 7/2 28' SEPARATION V V Vi = X W .7 1 :3 i 6 Ln (0 J J C Lu C > N C) •— ��N L- 0 ^m^ Q1.0 U i N I* � 2.1 S(OpF L CLn O 4-7 IN C:W /M U C r N TJS 1 1 / 12/22 1 BJT I SURVEYED: DESIGNED: TJS DRAWN: TJS 1 14 2 BJT TJS CHECKED: BJT BY DATE APPR APPROVED: BJT X 6 FIG GRADE SCALE: VERnCAL• NAVD 1988 N/A HORIZONTAL• NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY • CITY OF [;Rl RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT RETAINING WALL DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Itzi CV r— C) C) C) Q w (0 U � Q 00 T �%O w ` DATE: 2/7/2022 F-- m O FIELDBOOK: PAGE.() LL J DRAWING NO: W CDv, SHEET: 15 OF: � w m 0 z Q a� 0 U cn Q 0 N CD N rn N N E Q 0 0 00 a� c a� / rn 00 i CD CD CD 00 / U N 0 0 Q W< Lq E: L, J J Q 12' SEPARATION 00 z � Li � 0 CDw (n Y U 6" MIN DIA SURFACE DRAIN PIPE 2'7 m S<Op Q m SURROUNDED BY CLEAN WASHED Y4" CD// / F I DRAIN ROCK. SEE DETAIL ON SHT 15 FOR MORE INFORMATION. x DATUM HORIZONTAL DATUM: NAD '83/'11 12' SEPARATION CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE ROCKERY RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. TYPICAL ROCKERY WALL PLACEMENT DETAIL FF-FF NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT RETAINING WALL DETAILS x: A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON F W CDDADATION1 KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) GEOGRID PER GEOTECHNICAL DESIGN 12' SEPARATION CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE KEYSTONE RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. ADDITIONALLY THE SPECIFIC KEYSTONE PRODUCT SHALL BE COMPAC HEWNSTONE AND ALL WALLS SHALL BE CAPPED. LL 0 Y U m 12' SEPARATION THE GEOTECHNICAL ENGINEER SHALL OBSERVE NATIVE CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER CONDITIONS OBSERVED. (TYP.) ROCKERY RETAINING WALL (TYP.) (GEOTECHNICAL DESIGN REQUIRED) ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRmm: N/A SCALE: DESIGNED: TJS FOUND PUNCHMARK IN %" BRASS PIN SURFACE DRAINS TJS 1 14 2 BJT TJS DRAWN. IN CONCRETE MONUMENT IN CASE 4 ONE INCH 1.4' BELOW GRADE (7/20/2017) CHECKED: AT FULL SCALE OBSERVED (NAD 83/11) BJT IF NOT ONE INCH N:191241.77, E:1311481.30 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M F W CDDADATI(ll\l R rig CFPARATinm TYPICAL KEYSTONE WALL PLACEMENT DETAIL GG-GG NOT TO SCALE FINISHED HOMESITE GRADE CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. X Q CD EG GRADE z 4� 423 �/4:A 2/ 7/2 V E C v O 5. O C C Lu c O N M < 00 N �a1.0 d1 N t 0 � L0 i C O L0 4-7 N N /c�v W U r a) Y �'t IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT RETAINING WALL DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N O O O Q J co O O O O DATE 2/7/2022 m FIELDBOOK: F-- O PAGE ('n No: L.Li Ill 16 0' 89 CD r..L_ m 00 0 I 0 0 3 0 a� I 0-) r7 00 / 00 i CD CD CD 00 / U U N / 0 0 Q W< Lq a L. DATUM HORIZONTAL DATUM: NAD '83/'11 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT RETAINING WALL DETAILS OF E'%^ fl E% C MM MM Zm% fl fl A IN E% fl T A MM FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRvErm: SCALE N/A DESIGNED: TJS 4 SURFACE DRAINS TJS 1 14 2 BJT TJS DRAWN. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: BJT NO. REVISION BY DATE APPR APPROVED: BJT FINISHED HOMESITE GRADE VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M 6" MIN DIA SURFACE DRAIN PIPE 0-) SURROUNDED BY CLEAN WASHED -" DRAIN ROCK. SEE DETAIL ON SHT 15 FOR MORE INFORMATION. 0 O 16' SEPARATION I 00 12" MIN. 16 \ \ \ \ 0 O O LLI J Z 2• /// Lei dLJ U 1' 6 THE GEOTECHNICAL ENGINEER SHALL OBSERVE NATIVE CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF —CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER CONDITIONS OBSERVED. (TYP.) ROCKERY RETAINING WALL (TYP.) (GEOTECHNICAL DESIGN REQUIRED) ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE ROCKERY RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. TYPICAL ROCKERY WALL PLACEMENT DETAIL HH-HH NOT TO SCALE CITY OF PRI RENTON Planning/Building/Public Works Dept. ,• _ /..'rig%I ��� z 4� 423 ���- STF��`���``� NA L V E C v O o 5 c C Lu c N N M < 00 N t 4 Ln i i O LO +S N N /c�v W U r a) Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT RETAINING WALL DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 rl- 00 O O O O 00 Q LIJ U co Q 00 T =O w Z DATE 2/7/2022 m FIELDBOOK: F-- O PAGE ('n No: L.Li Ill 17°�89 oU LL_ m N 04 O N r N ai E 0 0 0 3 E I 00 0� C c aD Q0 rn 00 / CD CD CD 00 / U 0 li O 0 Q li! < Lq a L. ASBUILT ROAD + DRAINAGE PLAN + PROFILE - NE 27TH PL OF FT 0 10' 20' 40'FORE T TERRA CPLAT --- - I A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. SEE SHEET 24 EX 36" MERCER --- SCALE: 1 "=20'y L� 15' ACCESS ISLAND WATER BEARING PAD 6" PVC ROOF & DETENTION FACILITY SEE SHT ROAD (TYP) CITY OF RENTON KING COUNTY WASHINGTON FOR CONTINUATION MAIN (TYP) SITE PLAN KEY MAP ELEVATION (TYP� - . _ _ _ _ � ■ ■ � � ■ � ■ ■ � FOOTING DRAIN CAD �\ :, w.:;.; ;..�...........27.. MOR ETAILS.INTS "----777 i ..... --- - r _ 1.0% MIN. _ -� ---- /• '" �;� EX 8" WATER >... 93 LF 12 Zell \_ \ ......... .�, - ,�73--- C900 PVC---------� -'- - � • 4 � (TYP) TRACT A - - --------$Q____ :�' CO 379.82 (PUBLIC) -- °RIM-3�r.»..�-- .. - - - ° � 62 LF 24 "' ' . ' -'°.° °�� THE CONTRACTOR SHALL CONTACT SPU _ _ 375.40 37227 LCPE (PUBLIC) .CREW CHIEF RIC ARD COX AT 6 LF 6 PVC :...:• • v (206)953-0184 (Richard.Cox@Seattle.gov) 98 LF 12 ..... ,� ..0 1.00% , -,:.... :.. 900 PVC �.. y...1. '� I A Y YD j > .:` - (PUBLIC) II I EX 8" SEWERPOMHOLING AND ANY REXCAVATIONOINNCB�22A 318LF 12"RIM=375.25 I �•; :� :•�•� <-� •'.�- - 0� � I I (TYP) PROXIMITY OF SPU WATER MAINS. - ;, ..:••:•.•�.::�'� ........... C900 PVC -73.89 IE= 6 37221 N . '.�. .. AR ... " i (PUBLIC) (TYP B ALL WORK IN PROXIMITY OF AND ALL 1E=372.22 (s W) :: ° NE 27T � I • ... ; .w ; . ) ,.. I _ _ H PL CROSSINGS OF SPU WATER MAINS MUST CLEANOUTS SHALL 70 LF 6" PVC 1 375.89 o •............. c 1 .... o - BE G `L o} 1. - SUBMITTED TO THE SPU ENGINEERING 2' HAVE A MAX. 100 1 .• 4 0 .r I S I I ® 2.86% """' ,�� �6 SPACING. �'� ° j �`" "' � DEPARTMENT FOR APPROVAL CONTACT: } ' �...!.... I I ° a � C4 I I �-- a 04 SPACING. 20A I w I I ° a ...•::` EX 12 STORM •,�. a a... -� ' -. - - - - ` - / / I I ANG, P.E., SENIOR CIVIL ENGINEER 2 PAJ HW Q .... -a ° a .. CB2 �� (' / I,. I I (TYP) SEATTLE PUBLIC UTILITIES W. 3¢ LI.I - 5 a -•-. -.36a1 IW7!C - � - .. LF 6 PVC .. • • PO BOX o - � . • .....,� ... C �� � �I�I • � • � © SEATTLE, WA 0 8124 4018 a. a ...a. I 8 UT = R Q :• � � -°' �.j �--°- = - - _ TEL:(206)386-4198 W I DRIVEWAY SEE C.O.R. I STD �� 24 8� S c ......... �' �' ° COM ( ) I I / Paj.Hwang@Seattle.gov W ' 104.2 ON SHT 39. (TYP L PE (PUBLIC) �... a •' r 1 •.. I -. " �. �I - �� i. _ I I i ^�. 59....... I ar - 4 :. - _ •'' - - - - - � 42 LF 12 � � W / _ ___----- -- - r _, ■ ............ . • 38- LF 8" PVC--- � -.\ •' • . 386 � : � ... (n g I J uc INTERSECTION � -r- � 3� a�1.53.`B PVC . ' 38rR. NE 27TH PL STA: 10+00.00 Q .....• CPE (PUBLIC) - - - - ---- 172 LF 24" LCPE (PUBLIC)-.... .•.54 LF C Zg LF1� g5% 3� 39z�-------- �- I UNION AVE NE STA: 35+45.82 ° I J c .a, 36 �i ® 92 - $5 00 IICI .. ■. YD i ° YD CB1k4 •.Q 376:29.:.::114:.. .., • J a , nY C0 EX OVERHEAD ■-� : ■ ■ ■ �' ■ • a .. . 38- LF 8" PVC ; D 33� �... UTILITY CROSSINGS' U RIM=374.11...........-' a yr� RIM=30. RIM=385.45 " POWER (TYP) ' EX FIRE HYDRANT ■ ■ -b �- - / °IE= e-9� (6")-370.84 S. ° _ _ - RIM=374.21 . e �4. ® 372 31 IE=384.20 (6) EX SHED SEE SHEET 23 IE 12 SD=378.57 -...........:....:..:...:.< ° IE=372.44 (6.) - ,.... 1.57� :IE= � (8 )372.38 (S) - (TYP) Q " " E-370.83 (6 W �° G �� 1E-3.73;64 (' j1/E)CO TO BE REMOVED T/P 8 SS=361.90 - _ r" ; - ` CB#3A, TYPE 1 (PU LIC) ... ' _ 70 LF 6 PVC I '► RIM=378.23 FOR CONTINUATION20 = 30 LF 6 PVC �.-.-.. , _-.-.-...... W/BIRDCAGE lE 372 38 (8 : W) - „ ® 2.86% 3�p ' 374.51 1 ®1.00% ... �, : IE-376.98 (6) PROPOSED MAILBOX = IE 12" SD 378 15 .....-- ..........-N-191010.32 2 T/P 8" W 377.00 •...... 6 LF 6" PVC _� `. LOCATION SEE SHT w ®•.1.00% YD ... _ 37 35 FOR DETAIL IE 8" W=374.95 E: 131 fi285.41 RIM..- 3753g' 5.9I CB#3A PERKINS RUNOFF 6 PVC ROOF & 3Z2 " CO 378.28.. RIM-375.84 .. CO 379.93 IE = 3�is� (6" S)�372.80 COLLECTION POINT SEE T/P 24" SD=370.19 ........... ..... FOOTING DRAIN o .. RIM= � 23 IE=3 4 (6")372. 9 (S) RIM- 8'8•............44 1.0% MIN. 372.00374.00. 1E-372.59 (W) IE=3'2•�0 (6").....3• IE' _ ?�r Z 6g (8r N)•�72. f DETAIL ON SHT 35. (TYP) IE 24" SD=364.26 z-36� (6").. X 372.23 395 ®T/P 8" SS=361.64 . 4.. W5 0 375 370 tt7�.7G./ n ENTERLINE - -'-" " - . - ' 50 3 IE = 35:7. N 00 ORN to a0 p^j - 1n 07 LO CD 04 4 co cc ui Q0 CO CO CIO CID 14+00 13+00 Q0 Il) u vr+w/ v w u 1 rM "' W) 357151 II II LL. ILL. O 1p c� N LO N N 0 to , Gcq M 12+00 NE 27TH PL RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED 1 IRECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 Me REVISION m ILI WE Nli SUPER ELEVALMON DIAGRkM J-) 00 N M 0j TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT 2" U Pq 00 00 II � II WILL- ILL - OR r--� 00 PI) 0) PI) N rn 00 ro to 00 M I") N 00 r7 10+00 r- N 00 II) scALE: PLAN: 1 "=20' VERTICAL; NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 CITY OF V 1»=5 PRI RENTON ONE INCH DATU M Nksgv AT FULL INCH IF NOT ONE (Planning/Building/Public Works Dept. SCALE ACCORDINGLY �' l W5 0 375 370 355 QIE 8" W=372.09 T/P 24" SD=359.22 ©IE 8" SS=362.58 T/P 24" SD=359.54 NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. NOTE: EXACT LOCATION AND NUMBER OF SIGNS O TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS co (TYP). C0 CD I KEYNOTE SPOT ELEVATION AT U O BACK OF WALK, CENTER OF DRIVEWAY. ❑1 CONNECT WALL DRAIN TO STORM LINE. . = III ► Lei I ®CURB RAMP NUMBER SEE SHEET 32 FOR GRADING DETAILS. Itzi- CV r- O O 00 Q w CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN CD EDITED TO REFLECT ASBUILT CONDITIONS. THE 0 INFORMATION PROVIDED ON THESE RECORD O DRAWINGS IS A COMBINATION OF FIELD O SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. I 00 3,TALf7� �,�`` o Z DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. z y 4 423 p �� S T O, NA L 2/ 7/21 V E C v O .� O 0 pm C Z C Lu c N N M < 00 N 73d1N �a� t 0 L0 C O L0 a-7 N Ln /c�v W U r a) Y �,t R-404818� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q W 9+50 ¢ 00 T O ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 SHEET: 1�' oF:89 CDv, 8 II m �Kll c c c c c c i C I= L< N O O O 00 Q r- 00 O O O O 00 LLJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 o0 00 0 I 0 I w N N CD N C N Q) E a� 0 0 3 rri E i 00 i / 00 i 0 CD CD Ib / U .O 0 > O O Q ca < Lq N 1' EARTHBERM _ N I 0 10' 20' 40' SCALE: 1 "=20' *ROCK LINING ROCK LINED BERM NOT TO SCALE OLYMPIC PIPELINE CROSSING QF. / X ASBUILT ROAD t DRAINAGE PLAN + PROFILE - NE 27TH PL OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON '--I- �' " _ ->� _ I. C0 i BEARING PAD a .2185 LF 18� -y- ¢ - I RIM-371.60 3�74.99 9 ELEVATION(TYP).a- - 3 IE=36&.66• (6) 371.60 I' COi..... •LCPE (PUBLIC)___.. -... - RIM=373 90 377.45 3, -- -_•_ ____........1... 25 LF 6 RD 2 IE-_,� (6»)369.85 8 ......... co.. (f) 0.87%, �6 LF 6" RD CO RIM=373-3�37 .75 +W; o N W CO o ...... F- W 1.. �1 CO Z JI _ - 6 �■ 7. 5Q i .. *ROCK LINING SHALL BE REASONABLY WELL GRADED AS FOLLOWS: MAXIMUM STONE SIZE: 12" MEDIAN STONE SIZE: 8" MINIMUM STONE SIZE: 2" 1. ALL FOREIGN LINES SHALL CROSS THE PIPELINE RIGHT-OF-WAY AT, OR AS NEAR TO, A 90- ANGLE AS IS FEASIBLE. IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 2. IN NO INSTANCE SHALL THE FOREIGN LINE BE PLACED PARALLEL TO THE PIPELINES RIGHT-OF-WAY. 3. THE FOREIGN LINE SHALL CROSS UNDER THE PIPELINE WITH AT LEAST TWO FEET (2') OF VERTICAL SEPARATION (THREE FEET (3') FOR FIBER OPTICS). 4. IF THE FOREIGN LINE IS A TELECOMMUNICATION CABLE, POWER CABLE, OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE PLACED IN A SCHEDULE 40 PVC CONDUIT, OR GREATER, FOR A LINEAR DISTANCE EXTENDING TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. THE ENTIRE LENGTH OF CARRIER PIPE SHALL EITHER BE ENCASED IN CONCRETE, OR SHALL HAVE A CONCRETE CAP PLACED ON TOP OF IT. HOWEVER, IF THE METHOD OF INSTALLATION IS BORE, AND CONCRETE IS IMPRACTICAL, THEN THE UTILITY SHALL BE PLACED IN HDPE. 5. IF THE FOREIGN LINE IS A METALLIC PIPELINE, OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE COATED WITH A SUITABLE COATING FOR A DISTANCE OF AT LEAST FIFTY FEET (50') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. THE FOREIGN LINE OWNER, OPERATOR, OR THEIR CONTRACTOR, SHALL INSTALL CATHODIC PROTECTION BONDS AND POTENTIAL TEST LEADS TO THE FOREIGN LINE AT THE CROSSING LOCATION AND TERMINATE THE LEADS AT AN ABOVE -GROUND LOCATION AS IDENTIFIED BY BP'S ON -SITE REPRESENTATIVE. BP WILL INSTALL THE TEST LEADS ON BP'S PIPELINE. 6. BELOW -GROUND PRECAUTIONARY FLAGGING (WARNING TAPE) SHALL BE PLACED IN THE DITCH LINE ABOVE THE FOREIGN LINE. THE WARNING TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT (1') BELOW THE FINAL SURFACE GRADE/ELEVATION. THE WARNING TAPE SHALL EXTEND FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. 7. ALL UTILITIES INSTALLATION SHALL BE OPEN -CUT METHOD. -- I I I I I I I - J I �I I �F- I C-y- ---y I L� SITE PLAN KEY MAP INTS 373.90 o.... , •.._•� I CO 0 1. OQ % 6 LF 6" RD... RIM=373.72 '' •... IE�9-fig (6") 37(.56 ��,�/� 1 RIM=371.71 �. 0 22.83% IE=369.53- 6")369.51 (N ..VOl� zco °n 138 LF 12'" �\ a. ��. 1E= 69.52 E� @ 1.00% _ 368 47 (N,E,SWf - _ 5 �... LCPE PUBLIC " . -. 63 CO O ( ) �.•\........3 2 RIM=373.53 4 . ! `� C900 PVC ' ... .a ®� 4 yRO_�T (6") 370.4 �... CLEANOUTS SHALL . ` O 3��. ... SEE PROFILE ALONG _ (PUBLIC)"� °''' E 370 39 ---_ o STORM ON SHT 30. �� ��° / _ ( ......... ........... ° o!MAX.100 o ^� ,,, 1 56 -LF' 6" RD HAVE A M _ - ........ 8" '•�•:�, ° - SPACING. 72 LF 1 2� 1 c' LCPE PUBLIC).. - - ■ o° \ °W' r P -83-LF 18 -d �� _ ...... o LCPE (PUBLIC); W " r' EX GAS c(TYI /.r. .. '.. .. y I •.., I �\ i 8.48' 4 �• 3% 1% -0% -4 m 375 370 KCe ROCK LINED BERM SEE ~�. .. ' f''. <� N o N I� •... •�'' 30 LF 12" DI � • ........ THIS SHEET FOR DETAI � _ } IAI o 4% MIN�SLOPE. (TYP) ....... �-(PUBLIC)�1 \ \.......... •b•..NI �f 8",WA7�$_■ W � \ \ 1 CB�ktl N TU RIM 372.71 _ •. •�•� . 0 �IE=37A-21- 6 370.01 E o CB#10 •...... 3�?•.... 379. 9 1E=371.30 (S)-.- -.54.4 9� .:....:;. N ' . I Z � .. PSP&L o 1�, 25 LF 6" RD .'CO ; J TRANSMISSION.. I CBllp� 0 1.00% IM=2�-.98 °' a A� ,:RIM- 7D7 0 -373. LINE ESMT IE67 At} 6" 365.33 N .. 369_05(E IE=369-4�. 6 ■ V STA: 20+18.18, -42.47 LT ••.. �- " AFN 5'3229 4 RIM = 378.64 378.56 �l J68.3 ' (W 1 to �� AFN 5722998 .. �.. IE = 374 12 N 374.16 47 LF 6 RD a LL C6 ° ; Q ( ) ROCKERY•.(]YP) RIM YD E=369.06 N a AFN 7301150410 I' ' " = 0 0 1.00% 6 • PVG . S.URFACE ; �... DRAIN 0 1.0% 'MIN.- •.... I I IE=369.94 6")36__ ..N_...374-._. i I 14 /E==369.89 W) •. _. 6" PVC ROOF..&.. I ...I ... 3 0 C0 •. 6 LF 6 D .. FOOTING DRAIN 0� 6" PVC ROOF & i I �''••.. •.RIM��377.42., 0 1.00% ' . 1 EX TRANSMISSION i I I •_ FOOTING DRAIN 0 LINES (TYP) 1.0% MIN. 50, 100 IE-37A:99- (6 )370.32 50' 373.60 1.0% MIN. 21+00 BENCHMARK FOUND PUNCHMARK IN 1 �4" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT Me REVISION 20+00 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' VERTiCAL w,w 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY - 2' UTILITY CROSSINGS QIE 8" SS=367.00 T/P 12" SD=364.52 QIE 18" SD=368.10 T/P 8" W=366.60 QIE 12" SD=369.70 T/P 8" SS=367.90 QIE 20" GAS=368.25 T/P 12" SD=365.40 QIE 16" GAS=370.50 T/P 12" SD=365.80 QIE 18" SD=369.72 T/P 12" SD=365.91 QIE 18" SD=371.71 T/P 8" SS=368.52 QIE 18" SD=366.67 $ T/P 8" W=362.00 WO HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 385 VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' 3W 375 370 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF 365 HOUSE CONSTRUCTION PER DETAIL ON SHT 41. CITY OF [;Rl RENTON Planning/Building/Public Works Dept. NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). KEYNOTE SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. OTRENCH BOXES SHALL BE USED DURING CONSTRUCTION OF THE STORM BYPASS TO ENSURE NO EXCAVATION IS DONE IN THE BP EASEMENT. QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. ®CURB RAMP NUMBER SEE SHEET 32 FOR GRADING DETAILS. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O0 EDITED TO REFLECT ASBUILT CONDITIONS. THE O INFORMATION PROVIDED ON THESE RECORD O DRAWINGS IS A COMBINATION OF FIELD O SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. I 00 3. TAL y 4 423 p �� �011 ST0,�` S�4A L 2/ 7/2 V iE V O O p, C Z) .0 C uj c O N M >� < 05 N -0 c:aQq O1 N t LO 0r LO 4-7 N N /m W U Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w Cfl U � 00 LLJ ASBUILT ROAD + DRAINAGE PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT FIELDF- OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc w BELLEVUE, WA 98006 SHEET: 20 0F: fm C 00 0 O cm w N N CD N N E 0 0 3 E i ro Ib co / co i 0 0 0 co U .21 > O O Q Lq E: L, N I 0 10' 20' 40' SCALE: 1 "=20' .364... �3ss•. 3�6.... 37 ..•374� .3-76 3�8.. . 38.2. . ROCKERY (TYP) - - - - - 4iE .....41-8 DATUM HORIZONTAL DATUM: NAD '83/'11 4-TIER KEYSTONE RETAINING WALL MAX HEIGHT 6' BEARING PAD J ELEVATION (TYP) BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT ROAD + DRAINAGE PLAN tPROFILE - NE 27TH PL FOUND PUNCHMARK IN Y8" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON O �o o N ■ LL �- N �,• w Iw Q w �IN �•Z(� J .(0 040 a M® .ice I .. ROCK LINED BERM I SEE SHT 20. (TYP) I I....If.... I II I I I 6E) zon nn . I ,.1.... " coo. N / ROCKERY (TYP) RECORD DRAWINGS AS BUILT REVISION 385 375 370 355 0 11-1 I i -- I ---L - i _I I I I ,T --- �r irLI I I LL I FTIr, SITE PLAN KEY MAP a 41.52' RIGHT EDGE OF PAVEMENT 0% - -2% O3�% -4% 04 ur � � 7 ■ n co c0 ' rn n co n + M + M ■ N II N II ' Q J Q J ■ a SUPER ELEVATION DIAGRA m cq ' I'7 - p Z J Aw CENTERLINE Do � N � rn ED GRADE w (n U U MEM - RESIDENTIAL ACCESS 25 MPH DESIGN SPEED =QB 21 +62.39 STA 46,TYPE 2-48 _ - PUBLIC _ = -1� ; 12.02', RT HORIZONTAL RIM IE IE 24 LF 12" = 3:75.96J76.08 365.66- (6" N)365.52 365.24 (12" S) 365.3 900 PVC ®$6690 PUBLIC 0 10' 2.70X TYPE 2-4T PUBLIC VERTICAL 0 2.5' 5'PROPOSED 21+62.76 STA RIM IE = IE = IE = it 0 6i.58; 12.17', LT = 3+6-8r2-376.98 365.09 (12" N)364.7 3:72.82 (6" S)370.97 3�7 (12" W)370.4 " GRADE- SCALE: 1 "=5'EXISIING GRADE CENTERLINE L� O-) 00 r7 0 U-j Ln 00 00 pry r7 oM 4 r7 00 00 , M 00� vi 00 0000 M M �01 N 0-)O � M cold co 00 r- M N 0; � � rM rq � Oar) 06 n i M 1 to ■ r7 ' ■ 1 23+40 23+00 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APJAPPROvi BJT 22+00 scAi PLAN: 1 "=20' VERncAL: raw PROF: H 1 "=20' HORIZONTAL NAD ,aeaea, V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 385 375 370 0 0 CITY OF RENTON Planning/Building/Public Works Dept. UTILITY CROSSINGS: QIE 8" W=371.60 T/P 12" SD=366.30 QIE 12" SD=374.90 T/P 8" SS=368.94 QIE 12" SD=381.50 T/P 8" W=380.00 QIE 12" SD=381.40 T/P 8" SS=369.65 NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. S2 OM4-3 RED DIAMOND OBJECT MARKER NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). KEYNOTE SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. ®CURB RAMP NUMBER SEE SHEET 34 FOR GRADING DETAILS. NOTE: SEE SHEET 34 FOR CUL-DE-SAC GRADING DETAILS. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. Z �423S10NA L O t� M = ^L N m . _ 0 of m C � C LLI N N I`M A i a00N a-+ d1 Q� N m- 0) j /c�v W rO' V r a) Y"t N H H 6 N O O O 00 Q J r- O O O I CC) IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LL_I (0 U � �00 DATE.LLJ ASBUILT ROAD + DRAINAGE PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT �8001' c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF: Q v 21 �m 00 I 0 I 0 N N CD N N E 0 0 0n �i E i 00 i / Q0 rn 00 / CD CD CD 00 i U 0 O O Q li! < Lq a L. ASBUILT ROAD + DRAINAGE PLAN + PROFILE - SHELTON AVE NE OF YD RIM=347.04 IE-3 (6")FOREST TERRACE PLAT, 50 LF RD Z %0 A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.; ®' °0% YD DISPERSION TRENCH (TYP) SEE DETAIL ON SHT 41. CITY OF RENTON, KING COUNTY, WASHINGTON i IM E=34!}&1- (6") 345.87 (E) 1E-345. (W) 0 10' 20' 40' I I i 1E-345.89 (N) 3LF6"RD "=20' SEE I ,, I I I I 0 1.00% SHEET 19 13 LF 6 RD SCALE: 1 I 0 28.92% FOR CONTINUATION -- 4 19 _._._. �._._._._,� I -._._ - ,-oo �- ,RIM=355.67 ` ` �, _4 I ,,� JP-- - IE=3b3 A8- (6")i '. I �\`�, .. ..�� \� 3 �� \\��� END OF SIDEWALK SIGN PER DETAIL ON INTERSECTION ,-& T/P=367..36 �� �• SHT 39. NE 27TH PL STA: 15+31.31--4--� -° =J�'=--T-� I. - -a 13 LF 6" RD' ' v RIM=353.26 I 37 LF 12 DI (PUBLIC) SHELTON AVE NE STA: 50+00.00 I I I I I 0 24,67% _ I ? cqo I 349.671E=349.68& (6" ) .I N I /E- OM4-3 RED DIAMOND N g I I I I 1E=349.64 (W) OBJECT MARKER (TYP) o Z "? �? \ 1 1 - \ li BEAM GUARDRAIL TYPE 31 W/ 1 18 LF ':1 " DI SH LTOIN A/ NE i li i "DESIGN A" END SECTIONS. SEE DETAIL ON SHT 39 AND 41. (PU�LIC) "'4-1 CD I I I q ' -OM4- 3 RED-DTAMOND ►I ►20 7 o OBJECT MARKER (TYP)Do 370.00 ~ vi lcd -4+ LF 12" � CB k2625 LF n DI N LCPE (PUBLIC) (PUBLIC)2 6' HIGH BLACK VINYL CHAIN LINK FENCE PER WSDOT ,° °; E i. °t¢ ° ° 1 ° j ., STD PLAN SHT 39 AND 40. SEE SHT 19 FOR RD. 15 00 -,, ,\\� �,,\��� �,`���� ,, \� i �� \ END OF SIDEWALK SIGN PER DETAIL ON DESIGN INFO (TYP.) / SHT 39. 6" PVC ROOF & FOOTING °�� j: \�\ \\\o\\\\\\\\ �\\ \\ / 3 ��� ��� ���� `. `. 27: I 31 LF " DI . r■ �, ■ � ■ ■ � ■ ■ �_ o - � (PUBLIC) ) DRAIN 0 1.0% SEE SHEET 19 MIN. (TYP.) HIGH PT STA = 50+26.52 PnR nMMKII IA-nnM HIGH PT ELEV = 369.51 0 375 370 365 355 me 345 0 335 0 P I ELEV = 369.01 1 Al CV CV z o ('0 - CV H O CV � � la x csJ 0 0n w M II w w (n N U - U> U "PROP 1 n CENTERLtNE 0 18 L .60%(PUBLIa- i 1 PUBLIC ' TA - z a - - - - - 5 FUTURE ROAll EXTENSION TIE -BACK EXTENT 1 PUBLIC - _ _ n SW) 81 PROPOSED GRADE-1 ENTERLINE � Lq 0 00too 000 �� con U-) ^ �� �� �n cDn cop 7 O 60; 06O Lnn N CD 0600 00 U-)N 0) U-) Ln M M M to i�M into rl) M ff M �M �M BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT 011 REVISION TJS 1/12/22 BJT suRvEym: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' VERTICAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V 1 "=5 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY A& % % CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. UT TY CROSSINGS: QIE 12" SD=366.38 T/P 8" W=365.28 9 OM4-3 RED DIAMOND OBJECT MARKER ® BEAM GUARDRAIL TYPE 31 W/ "DESIGN A" END SECTIONS. SEE DETAIL ON SHEET 41 0 375 370 0 355 1 1 I I I I -- ---- L _- i� l I �T r _ I LL SITE PLAN KEY MAP a NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). ® KEYNOTE: CURB RAMP NUMBER SEE SHEET 32 FOR GRADING DETAILS. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O0 EDITED TO REFLECT ASBUILT CONDITIONS. THE C) INFORMATION PROVIDED ON THESE RECORD (z DRAWINGS IS A COMBINATION OF FIELD O SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. I 00 DRAINAGE NOTES: 3J0 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. 345 NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 335 z y 4 423 p �� STE�`� S��NA L O � Vf = O � � O Z3 .� 0 e C Z C LJ.I c N N M < 00 N -0a)N 1a1.0 IN t 0 � � i L0 a-7 N W U r Y �,t IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 330 LIJ U co 00 F50 � 0 ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: oF: CDv 22 89 w m 0 a) E 0 0 3 E I 00 i i rn 00 O O O 00 U 0 n O 0 Q li! < Lq(D aL� ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE I I I PERKINS I �'� i i i i I OF CW1 DRIVEWAY 8' SIDEWALK I �i FOREST TERRACE PLAT FACILITIES & OPERATIONS CTR POSITION 24-INCH ROUND 042305-9069 A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. SOLID LID JUST SOUTH OF EX IE] R/W Z --- THE PERKINS DRIVEWAY CITY OF RENTON, KING COUNTY, WASHINGTON 6' EX WATER METER (TYP) CB#41 PLACEMENT DETAIL SITE PLAN KEY MAPNITS C� TO BE RELOCATED TO 25,. EX 15" SD - BLIND 0 10' 20' 40' C0 - -• II PLANTER STRIP %' II CONNECTION AT MAINLINE... EX HOUSE ROAD NAME SIGN &STOP SIGN O �• CONNECT EX PIPE TO CB#41 FOUND y2 REBAR & CAP CO RESIRENTIAL �S , > RIM 420.77 (E) SCALE: 'I =20 INSTALLED PER DETAIL ON SHEET II STAMPED 'T.C.A. INC.. PARKING ONLY 00 / IE=.71- (3) 414.12 r 41. 9634 10356 AT GRADE a. TO BE REMOVED EX WATER 7/21 /2017 13 LF 3 SD �� a o SERVICE ��, KEYNOTE: NOTE: • - ______________ �� ® 1.50% a SSMH #10411 SOLAR POWERED :II\� N RIM 395.34 „ >> SPOT ELEVATION AT BACK OF EXACT LOCATION AND NUMBER OF SIGNS 100 DEFLECTION 8 PVC IE 388.34 (S) EX SEWER 0 FLASHING LIGHT & POWER BOX----�-- '' {�{{�-4}i ��' o Z ■ 1 WALK, CENTER OF DRIVEWAY. TO BE CONFIRMED WITH CITY INSPECTOR "20 MPH SCHOOL ZONE" -_ °� II z - °� - RADIUS MIN (TYP) 8" PVC IE 388.24 (N) SERVICE ��� Of Q ' PRIOR TO INSTALLATION OF ALL SIGNS - -' _ ��� o Z 22 LF 3" SD a - _ . O EX POWER POLE TO BEUi Np of �1 _ �.' - _' 2 RELOCATED UNDERGROUND (TYP). ,pro I 4Q?�_ - _ 0 3�z � SEE PSE PLANS _ - - 41_4 _ .PROPOSED R W _ - _ EX C61r10496 - 4',--- : 9Q-- _-- ---- __ __-- OVER __� "' r ,' I..' 'I a' S7 LF.OF 24. DPI= PUBLIC ° ' i I 117 LF 24 LCPE�PUBLIC EX SIGN "NO TRUCKS 2 , -,� __423.__- 4_24 - 42_2_ _ :� �. I j 6 I. 1 ° ~ - - y " ,.. 26,000 LBS TO BE R W" ° 'CBt41 RELOCATED TO I. r .......C• i. 11 E(OH) 2 I I•. • X ............. .. � .. � .. .:: ••• �' :..;: e: i � P TER STRIP � W REMOVED AND CIO. t„ f .' ....... P t�I .... 4 I a 1- I ao 1 LAN ° ► _____ . , f _ I' °' I �� 1 4 5 R W 4 I •�= G00 -r F. 6 y.�AT I . 1 - - - - - - -- -- - -- - - - - - - - ---- ------�-- - - ,-- - - - -- - - - - \ - - - - -' EX EOA " t 1' W ®MAILBOX TO PLANTERTSTR P. 2 - - - -- - - -= �- 1 6 AT AI CONTRACTOR WILL PROTECT EX 0495 \. V EX I A \ I 2 W MAILBOX AND INSURE EX l WEEP HOLE \ E 1. \ - I " �0 1•. \'• REMOVE Ei \•. �. \'. F i•. ►: i. is r • co 47 LF OF 24 I:• h IE=414.18 (3") 1' \ . \' \' \ EX WATER \ 1: 1. 1 t Q MAILBOX IS ACCESSIBLE HDPE PUBLI 1 1'. \: 24 CMP1J r. \'. \ �. 1: ►: I: W DURING CONSTRUCTION. N O I _ S �IVCUT LINE TY . ■ � - - CD � \cfl - - � - -�•.- - �- � �-- �� 1 \': \''. \'•- - - \' \. METER (TYP) ( �.) j: F._ I: I I I I s EX OVERHEAD ' Av.- - - O w ' EX CENIRLINE, OF Rr1lV E _ - O V. EX SIGN XWALK AHEAD TO II g EX 8" o � I I EX .12 o UNION AVE NE o J BE REMOVED AND RELOCATED 00 I o TO PLANTER STRIP I I SEWER G G G:: w , ,: G WATER EX FIRNE G G G g G G; G G ��' " " SPECIAL NOTE: ( _ II I (NP) W I : EX GA (TYP) W W W W W- - : EX 12'W�' ■ ©3 PVC RD SHALL BE IN A 4 DI EX. MONUMENT. CONTRACTOR TO NOTIFY Q II W W (TYP) SAWCUT NE (TYP) SURVEY DEPARTMENT PRIOR TO CONSTRUCTION i OVERLAY OF HALF OF SLEEVE GOING UNDER SIDEWALK ITH A LINE WATER TYP Q :� � AND THROUGH CURB LINE W -------------------=---------------'------ -----=---------------------------;--------------'--------------=------ -------------------- --- --------------- - - - ------------------------ -- REMOVAL AND I TYP EX EOA (TYP) TO FILE A DNR PERMIT FOR I I =---------------------------------------- _ •'• UNION NE- (--•) - - - ----- - - - - - - - - _- - - ------------- ---------__-_________- :_________ ____=_-_=______-__-------------___... ____ - __ - - - - - = = _ - - ----- - - - - - 6 MINIMUM COVER UNDER REPLACEMENT OF MONUMENT. - --- - - - ------------ I I .. `EX DRIVE►IVAY EX ry21VEWAY X DRIVEWAYI. � II I SIDEWALK. EX WATER I II.. O EX SIDEWALK I ....... - - VALVE (TYP) EX R W _ _ \ _ _ - - -- -- - CB #10337- - - EX R .W SSMH #10476 T CB 10358 II EX F NCE 1-RIM 398.78 [] KEYNOTES I I RIM 419.11 W/ SIGN CB #10376 RIM' 406.87 II EX WATER 12" CPP IE 396.43 (S) I EX SIGN CONSTRUCTION RECORD 8" PVC IE 410.46 (S & E) "END SCHOOL ZONE" CB #10380 I .� I �.p EX CURB RAMP NUMBER SEE RIM 408.95 12 I CPP IE 11 METER ROCKERY 12 CPP IE 395.73 (N) ( ) TELECOM. ® SHEET 32 FOR GRADING DRAWING I 8" PVC IE 410.36 (N) "NO PARKING ANYTIME" RIM 412.91 1 8" CPP IE 406.10 (E) 401.62 (N & SE) 11 I (TYP) CONTINUES EAST I (TYP) DETAILS. 8" CPP IE 409.96 (E) THIS CONSTRUCTION RECORD DRAWING IS A I I I r COPY OF THE APPROVED CONSTRUCTION 435 435 410 410 DRAWINGS PREPARED BY BARGHAUSEN CONTRACTOR TO POTHOLE TO VERIFY CONSULTING ENGINEERS, INC AND HAS BEEN O ONTAL EDITED TO REFLECT ASBUILT CONDITIONS. THE WATERMAIN LOCATION AND ELEVATION AT , INFORMATION PROVIDED ON THESE RECORD O ANY PROPOSED UTILITY CROSSING AND DRAWINGS IS A COMBINATION OF FIELD O NOTIFY ENGINEER IF CONFLICT EXISTS. SURVEYED INFORMATION AND DOCUMENTED O EK11 410 ••• may. = r • •y •• IIIIIIIIIIIIIIIIIE CONTRACTOR SHALL POTHOLE EXISTING m --_ PRIOR • CONSTRUCTION AND • I , VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. �%Zr SPECIAL NOTE: IL �7 ��Z������T►��m 1 WATER MAIN (SPU) WAS POTHOLED ON MARCH 6TH, 2020. HORIZONTAL 94 EE AND VERTICAL LOCATIONS WERE TRANSCRIBED BASED ON CONTRACTOR NOTES ONTO THIS PLAN IMENA111031111 111111111111111111�9 �Iwlj m m FIE SET. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY THE EXACT LOCATION AT ALL ,041%6- 'NOW ,A h�,W EEEIEEI� Mob qRSEIEIIIIIIIIE UTILITY CROSSINGS AND/OR WORKING ADJACENT TO WA m IIIIIIIIIIIII&A 21§ q, 11-1 WD-A k%- I FAI NEIIE= THE SPU MAIN. CONTACT ENGINEER IF CONFLICT 1A EXISTS. 2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL BE PRESENT AT ALL TIMES DURING POTHOLING. L7��Tmm,T�,3� VA z�i•1li�%:a•>:w 1♦��_��\_I�\��R'_REIN 1-NOTES: m M1110 RL 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS m 0 0 0 1 ii bl.4-WA I I NOW, A 0 i 121 %Qj K 2. PERFORATED STUB -OUT CONNECTION SHALL [slitW_IIIIIEE1EE BE INSTALLED ON • OF EEE111E1III1 m HOUSE CONSTRUCTION PER DETAIL ON SHT EII � �,•������_�� Imo.-rn-�ar�:�►�nr%t=�1%� �� FING GRA CENTERLI N Ln � N cO N O L6 N Nt N N N 00 0 Lc� 00 � �_ O a N � O 't Q6 O U-) 4 O 31+00 32+00 33+00 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT SURVEYED: BENCHMARK DESIGNED:TJS FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DRAWN: DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE TJS 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) CHECKED: HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 N0. REVISION BY DATE APPR APPROVED: JT u7 u7 u7 � N O N O 00 CO `d_ N O O O) 0) O-) O-) 34+00 SALE: PLAN: 1 "=20' VERTICAL. w,w 1988 CITY 0 F PROF: H 1 "=20' HORIZONTAL' NAD 1983/1991 V 1"=5� RENTON ONE INCH DATU M IFAT FULL NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY 375 NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. z y 4 423 p �� F0; S T E�, SSIONA L 2/ 7/21 V G V O � � O Z3 .� 0 C Z C Lu c N N M < 00 N m C Q l0 ) L0 L O L0 a-+ N N /c�v W U r a) Y �,t R-404823� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 365 J co w 00 U � � WMM Q T �0 ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLATBOOK: PAGE.c! OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: oF: Q v 23 89 ,� m 370 00 0 I O I O N N CD N N Q) E 0 0 0 0n E i 00 i / 00 i CD CD O 00 / U 0 n O 0 Q li! < Lq a L. ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE/132ND AVE SE SPECIAL NOTE: (:a:) EX. MONUMENT. CONTRACTOR TO NOTIFY OF SURVEY DEPARTMENT PRIOR TO CONSTRUCTION FILE A PERMIT FOR REMOVAL AND R T TERRACE PLATKEYNOTE: REPLACEMENTNT OF MONUMENT. sSEE SHEET 18 FREO Q CONTRACTOR SHALL POTHOLE FOR CONTINUATION A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. I EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY • I ° 4 t `' �� \� - -_ - -_ - I CITY OF RENTON KING COUNTY WASHINGTON ENGICNEER�FT ONF IOCTTEXISTS. GUARD RAIL (TYP) NE COR 4-23-5 0* 1 EX POWER POLE TO BE 0 = I" 18 - / SEE SHT 39 FOR 3 O RELOCATED UNDERGROUND �\ •.� \ `' FOUND PUNCHMARK IN �g BRASS PIN SEE PSE PLANS a I - `� •.. 'END OF SIDEWALK / DETAIL. IN CONCRETE MONUMENT IN CASE IGN PER DETAIL ON ]go mmmm-- Z 0 10' 20' 40' SCALE: 1 "=20' •.. � S � � • / / 1.4 BELOW GRADE 7/20/2017 'v� N i .1 SHT 39.••. '•.�/ j ND OF CITY OF HELD FOR POSITION PER REF. 1 ENT! �,°j� M� : • • v W ' { z / / ../ ��EG NONINGTOORMK SYSTEM OBSERVED (NAD 83/11) EX GUARD RAIL (TYP) TO BE N END 10' DOUBLE 1 Z o I I/ / L1 N:191241.77 REMOVED AND REPLACED SWING GATE COUNTY STORM SYSTEM oar a• �� �� � C5�T / / 0 M ■ r �/ 11481. x A t; v / — -----_ _� . E• 13 30 .,.. 1 N S EX GAR RAIL . ) ` . - TO BE REMOVED �• o .! , • < / I /. x X �' GAF I EX. POWER )----------------------------------- SEE-------.SAWCUT(LINE X :. 1 \ 137 4" °� , I/ I t ' .! ► t I POLE' {TYP) POLE(TYP)- (TYP)__ EX P R PSG's� _ _ _ _ EX DRIVEWAY l , cv).B#40 \� a I t \\ \ x GLANS. - - - EX OVERHEAD*... - - / N I , / _ * POWER (TYP) EX. R W .y 1 t CB�k20 STREET SIGN : 3 / . 4 1. \... \ :�. "354 ..... 3¢8.... 344 ............. 342 ......©•...... �� i TO BE RELOCATED 2 / / �, a� 1 .. 3 SATELLITE DISif•.. . .. , f 1 N a \ 346 ■ W 1 I�(OH P M / (OH P(©H P(RH . P(OH.... P(OH P�JOH' H - -- -- - -- - - - - - - - -------------- -- - C�3'........ s - ------ -- ------ - -----j-=---'-...-------- EX EOA .. W ------------- -------- O = !., �.. \ T I ;i- --- --- --r---------44 ---- -- -- -- - - - ----- ----------------3- LF 24" LOPE - -------------------- ----- - ------------------------ LF 24 LCPE - --- (n t 1 , CO.I 36- LF 24" PE : . W 00 1 UNION AVE NE CBM = o W ■ \ =1 EX SIGN (TYP) CEi34 M w 1 co SA CUT LINE (T10) :I W1 \ • ` / \ TO BE REMOVED \: M w ■ --� — - t w t. \. w 00 EX GAS / ■ t c„ \: \ / - EX CENTERLINE OF R W + IW� Q I , EX 8'� o ) W ' G w W o WATER 132ND AVE SE `° w . ! c Z 1 �,, �,; "' TYP ---------------------------------------------------------------------- -------------------------------------------------------- -----------------------� W W EX EOA J; � W SAWCUT'• LINE I P AT - 6 �1 .. L • Z U) EX 12" ---------------- - EX DRIVEWAY P VAULT SEWER (TYP,-% :.�:.•` . EX DRIVEWAY ITCH LINE ,�f ..... CB 10223 , �: .;, '.:; I I : EX DITCH Ll E.. _ _ _ - - .T _ :E D EX SID WALK — - - - - EX R W - Q!` CB #10320 _ -- -- RIM 368.99 - -- =r / - - - -. FIRE X T TI 1 RIM 386.78� - - - 12" CPP IE 366.59 (E) - t a HYDRANT ('fYP)""' CULV 12"CPP ... „' • 12" CPP IE 383.28 (S) EX ADA EX 12" 12" CPP IE 365.99 (S) SSMH 9031 EX WATER CULV 12"CPP IE = 353.81' CULV 12 CPP CULV 12"CPP LOT LINE 12" CPP IE 383.18 (N) RAMP TYP SEWER TYP 12" CPP IE 365.74 (N) LIFT S ATION METER TYP IE = 355.76 IE = 344.41 IE = 341.54' (TYP) 390 EX EX ADA EX 8" ( ) ( ) ( ) 370 HNC AMP ,n WATE + 390 370 " CONTRACTOR TO POTHOLE TO VERIFY 375 0 w R-rT �mw-�-►w�l W�1111111111111\mmWMS'/e\12"a7Je11JMUWIAL 2!1.1.7911 ��4 � ��z`'5b1�■III ��i.4 h0m ■11 � � �..O..�t CO N 7 O) CO Ln � 00 co 00 00 00 ;_0� r- ro ro ro 35+00 36+00 -21.42' " THE CITY OF RENTON STORM SYSTEM ENDS AT CB#35 AND THE KING COUNTY STORM SYSTEM BEGINS. WORK WILL BE PERMITTED BY THE COUNTY AND IS SHOWN FOR REFERENCE ONLY. N O Q0 Q0 37+00 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 Me REVISION C���U'J.1� I111111111111111111111CM II I��I���,0 &")ililill 7���I���iiiiiii ITG��O_ rw= � 7 - rS1�S 0"116 iiLn TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT 97q I ---L T — I --� I I _ r I LL SITE PLAN KEY MAP NTS Itzi- N O 0 0?0 ccc CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O0 EDITED TO REFLECT ASBUILT CONDITIONS. THE 0 INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD 0 SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. = 360 1 O SPECIAL NOTES 1. THE 36" MERCER ISLAND WATER MAIN (SPU) WAS POTHOLED ON MARCH 6TH, 2020. HORIZONTALLu AND VERTICAL LOCATIONS WERE TRANSCRIBED 355 BASED ON CONTRACTOR NOTES ONTO THIS PLAN SET. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY THE EXACT LOCATION AT ALL UTILITY CROSSINGS AND/OR WORKING ADJACENT TO THE SPU MAIN. CONTACT ENGINEER IF CONFLICT EXISTS. 2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL 350 BE PRESENT AT ALL TIMES DURING POTHOLING. 345 00 �(F TAB f o Z z 23p �sS�OIVALT����'\� 2/7/2O2z — V G t0 i � 4) 4- m M�1 1 �is VA 20 L0 L0 ro ro 38+00 39+00 SCALE -PLAN: H " "=2 ,ZR„T w,w lase CITY 0 F PROF: I -I 1 "=G0' HORIZONTAL• NAD 1983/1991 V 1"=5� vRiRENTON ONE INCH DATU M IFAT FULL NOT ONE ALE Planning/Building/Public Works Dept. INCSCALE ACCORDINGLY DRAINAGE NOTES: (: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS m 3� NOTED OTHERWISE. LJ.I Z3 c N 2. PERFORATED STUB -OUT CONNECTION SHALL N M BE INSTALLED ON EACH LOT AT TIME OF V1f Q 0000 N HOUSE CONSTRUCTION PER DETAIL ON SHT -0 dl N 41. Nal0 - V-5m 325 NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. EXISTING DRIVEWAYS TO REMAIN ACCESSIBLE DURING CONSTRUCTION. L\ L0 i O L0 a-7 N N /c�v W U � r Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w U co Q 00 T O ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c~OO PULTE GROUP, INC DRAWING NO: w W 3535 FACTORIA BLVD S.E., #600 oc BELLEVUE, WA 98006 SHEET: ^ w GF: - o LLB L.L m ai 0 U CO a N N O N N E 0 0 3 00 E L I 00 1-1 co / co O O O 00 U .21 li > O O Q li! < Lq N ASBUILT ROAD + DRAINAGE PLAN + PROFILE - 132ND AVE SE OF 0 10' 20' 40' z POREST TERRACE PLAT SCALE: 1 _, SPECINKINGCOUNTY , I RAP PAD ER A PORTION OF SECTION 04 TOWNSHIP 23 N., RANGE 05 E., W.M. CB #10096 CB #10097 RIM LG WSDOT 2 RIMOX 14 112 CPP CIE 306.71 (W) RIGHT OF WAY PLANS „ LOT LINE EX FENCE CITY OF RENTON, KING COUNTY, WASHINGTON 18" CPP IE 306.07 (NW) 18" CPP IE 306.41 (SE) 1 E (TYP) (TYP)24" DI IE 305.92 (E) ■ �h�' o1a UNIPER HEDGE EX DITCH PROPOSED DRAINAGE � LF 18 LCPE (PUBLIC) ; ■ S:END 3' GATE ; `p 6.68 IE = 315.78 (24" N) LINE (TYP) SWALE (TYP) ��� INLET 3' CLFNC SAWCUT L _ EL = 306.97�18" S)- - - - - - - - - EXRW - l� _ EX WATER W I OVERHEAD ■ I. ® 5.10% POWER TYP . ( ) EX CENTERLINE OF R W. N W ■ POWER TYP o ' - 00 0 1 oLINE o I . SAWCUT . L 132ND AVE SE ■ _ o .......i. X (TYP) oo w W1 Z ■ MAILBOX TO BE L M ~' `P 1 - 1 RELOCATED ------------------------------------------- -EX- J ------------- ------------------------------------------ ------------------------------------------- - ------ EOA U ■ \ ; X DRIVEWAY _ . ..... 36" SPU WATER MAIN HI ■ EX DITN''LI�� ... . Q --.-....... El EX �W .: • �1---+- �' ............ ... I. .................. -. CULV 12"CONC EX DITCH � I CULV 12"GONG �p _ _ �'•�.............7 ........................................ 1 POWER POLE IE = 334.99' IE = 333.43' LOT LINE LINE (TYP) LOT TMP ......................................... .. . CULV 12"CMP EX DITCH IE = 306.65' LINE (TYP) 340 335 330 325 320 310 I� i��i��Ti��T�'��• 4 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. I I FOUND PUNCHMARK IN BRASS PIN IN 3"X3" CONCRETE MONUMENT IN CASE I 0.7' BELOW GRADE „7/20/2017 o II 61 LF 18" Existing Pipe EX 11 0 1 08% OVERHEAD EX PION 1 POWER (TYP) OVERHEAD II POWER (TYP) _ -----------------------------------= 11 ; o I1 P�oH a / LOT LINE ------------- II I' (TYP) ...... ... o .y!� ui--- -------- (f� - / II ORIGINAL 1 GROUNDLINE�-�_ .. .. II �� CULV 15"CMP I I I II EX CBr10095 IE 305.22 ' I 10094 II STA: 43+59.85, 38.04' RT CB I W/ TRASH RACK II RIM = 310.06 RIM 309.87 II /S I I I IE = 305.26 (18" W) 15" CMP IE 305.12 & E) I II IE = 304.76 (18" E) If I I a- II 1�rn l / IfMNTAL / �� III III- ® / I I EX 9DM-IIr10092 SDMH #1009 If II II -' I STA: 43+49.06, 118.32' RT =312.10 RIM 311.01 II " If IE = 303.80 (18 W) 15" CMP IE 303.81 �W) II II IE = 303.35 (24" S) 24" CMP IE 303.76 (N) II / IE = 303.35 (24" N) II II / _ _ _ _ _ 52 LF 240' EX SD / _ - _ - _®2 159; / SDMH #10092 ULV 24"CN // 1R8" CPP 110E 303.80 (W) IE = 302.2 24" CMP IE 303.35 (N & S) \ , �� - � ` CAL 5v THE CITY OF RENTON STORM SYSTEM ENDS AT CB#35 AND THE KING COUNTY STORM SYSTEM BEGINS. WORK WILL BE PERMITTED BY THE COUNTY AND IS SHOWN FOR REFERENCE ONLY. ` ®-y \ \ \ \ OUTLET SOUD uQ '�ROPOSED GRADE wool. 00 RIM_ - "Fl- " IlE_ _ rc _ �, STO - RIM 4-12 " " -- " - " STA- , ILT , RIM 309-0.7 IE 1306.07 " 00 C6 Ln r7 r'") r7 O c0 � N r7 O N r7 O O N r7 06 co 0) 4 7 r7 r7 N r7 O r7 O N O r7 O N O r7 Ln O r7 41+00 BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT NO. REVISION 42+00 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BIT !RlL1.1] SCAM PLAN: 1 "=20' VERMCAL: NAVD 19W PROF: H 1 "=20' HORIZONTAL NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 44+00 CITY OF RENTON Planning/Building/Public Works Dept. 5' OVER EXCAVATE TO ---- ACCOMMODATE RIPRAP 2' MIN. PROPOSED DRAINAGE SWALE \ I �T --- i-r _ �LI I I LL SITE PLAN KEY MAP NTS 7.5' MIN. KEYNOTE: SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. CONNECT WALL DRAIN TO STORM LINE. VARIES DITCH IS LOCATED AT TOE OF FILL NOTES: 1. RIPRAP SHALL BE REASONABLY WELL GRADED AS FOLLOWS: MAX STONE SIZE 12" MEDIAN STONE SIZE 16" MIN STONE SIZE 4" 2. SEE 2016 KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS SPEC 7.02 NOT TO SCALE KEYNOTE: QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. P 315 M { �y C11 O SPECIAL NOTE: 1. THE 36" MERCER ISLAND WATER MAIN (SPU) WAS POTHOLED ON MARCH 6TH, 2020. HORIZONTAL AND VERTICAL LOCATIONS WERE TRANSCRIBED BASED ON CONTRACTOR NOTES ONTO THIS PLAN SET. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY THE EXACT LOCATION AT ALL UTILITY CROSSINGS AND/OR WORKING ADJACENT TO THE SPU MAIN. CONTACT ENGINEER IF CONFLICT EXISTS. 2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL BE PRESENT AT ALL TIMES DURING POTHOLING. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. PER KCRS STD DETAIL Z y 4 423 p �� STE�`� NA L 2/ 7/2 C O t� to = : t ai �0 C. C Lu N N M IA i a 00 N M 01 Q� N i C a-+ f V /c�v W O V '00 Y N r s5 R-404825 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q W U cMM W O LLJ DATE ASBUILT ROAD + DRAINAGE PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT �8001' F--0 PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc W BELLEVUE, WA 98006 SHEET: 25 oF' 89 CDU Q J LIJ U LIJ w O li 420 410 400 390 3W I i I N X z 370 Q N v U a N N O N N E N v 3 0')C E L 00 / 00 i CD 0 0 00 U .O 0 In O O Lq N L, 0 10' 20' 40' SCALE: 1 "=20' CB#46 BYPASS COLLECTION POINT SEE DETAIL ON SHT 35. (TYP) co b_ ' •:\ \ ` ' • RD DESIGN INFO. IlkN. V. C44 EX' .GAS MAIN '. --- --:� --- - --- --- - TYP) �- ROCK LINED BERM ASBUILT DRAINAGE BYPASS PLAN tPROFILE - NE 27TH PL OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ` 4-TIER KEYSTONE RETAINING WALL MAX HEIGHT 6' r o a m g 15' PSE 3.5' DISPERSION TRENCH (TYP) SEE DETAIL ON SHT 41. 11 LF 6" RD ® .1.00% EX TRANSMISSION LINE (TYP) F SEE SHT 20.Mj_ -� �.Irrrrr-W.M� __ _ •ice �- � -�- �-� -�it��.711i.•iftrfT _�-- -�-iJ�- -1--� -� `_� II•i _�,_ J.�I.T11_ ■ _ �I�\\-.�- 7t1 -�iilr�- -�11P1.1\ -mil � . ��i��'•r.� 7ri 11.+/ ���--�-� �1- ir.11r -\OM�IFl -��v.. ■.ur.r_.c�Lf/JVJ!(7'!'-��-�_l II>_1.0. -f�IL�I�li rli•J1tL�/L IZ'l�lil���!_'_ "4!_'.O .... .1- -I••-•r•ILV11.1I � u7 ^Y /IV11.-�..Z �2.1-m .1_ iii\l-I-.-_\J- ■L_-_._ -�I_� lttl -^--1 JI �..\�.0 falotu: I -�!✓fir ��c��rrrrrmi� • - ����•��� •� �. �� I� ram -- --�- --�L•rc llil�.<S1!'7� �Li I•Li I. �1•� \\!�>�O%/7� •J i�7��7L1 01•� 1m__m ►arJ..-rrn rsnJr.•vJ.�oJ� ���� �� Aumcl.fl1Dli �Lf /itI LJI.1_�-- glvrlrrr�Jrc�[�u��:'1•.�awuaI'- �ul.au•7i 1-C1-A-1-t•�j_s_l/I�CL_<S ■ •lILV I 1\t(. L7� t� -P� �TT7JTa-TTrr1� I. / J 3/O� 1"r - - - � -�-_- ���--���� -�_ ML_ 7 Ira■nwm>.ul�>r./vi/-►iu:•'imilri�i� ���■.c■.1-,c-v.■�ncin-J.Irn� \fir rJ•L'lr L1 rJ-."Il•L•!?�L•- ro���e� -�. -�_� ����a.c� �- _- I�f.aya.-�....,-..alt•L7Jc� �,l.rc■.rc. r._­"M Air flr•rJ./_-dLrJ•J_ _ J-•� ��.� 1 �rrsrs.a: �c.rrra�� s�rc orrrmr �[�i.•nJ..+tt't•J��_.>_� 9•,1 .��- ::IvQ -ter �-` r_v��c� �..��� ���..'r•� �� ��- li�_lrJrA_1-1-v'•l ����-1- 0 0 1 _JrA 4 1� �-s _ - .. �..1- �m� -AM� Im 1 �. Y mmmm /1i.�r�- A= - - - �- - - _ .lei'=TtI_l- �ii- =EWo.1_r1 �.■�Z ---� :[e: �W�o;:===;�.��� ��..�.,•-.,`ram PROPOSED GRADE � f>r rJ•a--rrl: Js-ry[a. •nJ.1 �i.�r 0 SECTIONEXISTING GRADE] �ri7r�T lllift.7lT►�7TTT 0 SECTION . . . . .. .. .. BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT NO. REVISION TJS 1/12/22 BJT suRm": DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BJT scaE: PLAN: 1 "=20' VERTICAL: NAVD lass PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V 1 "= 1 0' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MD l ,7c 370 Kcs Kil Ell -i -, J I --- I I -- _r I I I II I I � r I LL SITE PLAN KEY MAP NTS KEYNOTE CONNECT WALL DRAIN TO STORM LINE. TRENCH BOXES SHALL BE USED DURING CONSTRUCTION OF THE STORM BYPASS TO ENSURE NO EXCAVATION IS DONE IN THE BP EASEMENT. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. UTILITY CROSSINGS: QIE 18" SD=367.50 T/P 8" W=361.56 2 IE 18" SD=369.67 T/P 12" SD=365.91 QIE 18" SD=371.65 T/P 8" SS=368.35 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. Z �23S10NA L V E C V YI ww.. W ^L •� a fVA� n uu C N M i a 05 m < N c �i JA L\ j i C L a-,' N /c�a W O V � (1)N Y I- R-40482Q ini rnnn131 innirF XnnTu riTv nG RGnirnni eTnninnrzne Itzi- O O 00 {- co O O O O I Co LL Q W� Ucy) 00 �0 LLJ ASBUILT DRAINAGE BYPASS PLAN + PROFILE DA2/7/2022 m CITY 0 F FOREST TERRACE PLAT FIELDBOOK: 0 RENTON PAGE: c� -) PULTE GROUP, INC DRAWING NO: w Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 w BELLEVUE, WA 98006 SHEET: 26 OF:89 CD N N CD N N N E 0 a 3 a E I 00 i i rn 00 i CD CD CD 00 U 0 n 0 0 Q W< Lq N a L. _ 0 5' 10, 10, ASBUILT DRAINAGE FACILITY PLAN + DETAILS OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I i / / / /I - - - - - - - � .......... - KEYSTONE RETAINING WALL MAX r HEIGHT = 6' (TYP) W' ...... CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. TRACT A VAULT DATA: DETENTION VAULT BOTTOM OF VAULT LID = 367.00 DESIGN WATER SURFACE EL = 366.50 ACTIVE WATER SURFACE EL = 355.50 BOTTOM OF VAULT = 354.75 VOLUME REQUIRED = 120,130 CIF VOLUME PROVIDED = 123,130 CIF VAULT VOLUME CONSTRUCTED = 134,992 CIF - - -7/ - PROPERTY BOUNDARY h GEOFOAM MATERIAL: SYNTHETIC LIGHT WEIGHT BLOCK FILL, REFERED TO HERE AS GEOFOAM, SHALL CONFORM TO ASTME D6817 TYPE EPS22 AND SHALL BE FABRICATED USING THAN FIFTEEN PERCENT REGRIND CONTENT. CONTRACTOR SHALL SUBMIT TO THE ENGINEER THIRD PARTY TEST REPORTS SHOWING THAT THE GEOFOAM BLOCKS MEET THE PHAYSICAL PROPERTIES AND STANDARDS LISTED ABOVE. G co i \`\ 6' HIGH BLACK VINYL CHAIN --- `\ ■ -LINK FENCE PER WSDOT W--------------- ____ STD PLAN SHT 40. __ / - - -42 6g W \\\ ��. �� ��� ............................. ��' \\\\ \\I� -LCPE (PUBLIC) __ -----69-- ___--------- --_--- --___-- \ WALL DRAIN' f I .-.----- ------------- << )(074) _ - - - 36 X X J__36 Q129 LF 12" DI (PUBLIC)/' 12 TOP OF PONY WALL LF 12" LCPE (PUBLIC) \� TOP OF PONY WALL \d' ELEV = 370.04 �\ ���' ---- -- U 362.35 STORMFILTER 362. ELEV = 370.04 \ ........................................ 195 \w \................... EXPOSED FACE 20' WIDE LOCKING SWING GATE AND �. GUARD RAIL • ' Q _ 1" VAULT (fP) C28 EXPOSED / ELEV = FACE 364.04 LF 24" LCPE PUB C ( �) ELEV = 370.04 / FIRE DEBT. APPROVED LOCK BOX.•'' �_ � Cam; _-=-' / / --- •- -- - . I A � 362.45 / w ~ \ 5 LF/ 24" LCPE / .....1352(PUBLIC) » 5 LF 24 LCPE 362.9 (PUBLIC) i / 1 / j / 1 / FOOTING DRAIN (TYP) C�23 \....... \ 12 29.3 120' / 38.7 / \ \ / w pC TOP OF PONY WALL �� . 1 •I I I I I I I TOP OF PbNY V�ALL 6 HIGH LACK VINYL CHAIN II' X10 REMO ABLEI ACCESS GRATE. REFER 355.i9l ?�° ° - --6 41 LF 12 I / ' ELEV = 368.0'4\ �\ ITOP OF PONY WALL 1�� I I I I I o I I I ELEV 1= 37d.04 I o I I FENE PE� WSDOT I t I I I I I I I I I l v` 1 TO STRUCTURAL PLANS Q.. LCPE (PUBLIC`` Y O EXPOSED FACE ELEV = 362.26 �� - - ELEV = 368.04 (EXPOSED FACE �� C; I I I I 00 I RIM 3691il1 EXPOSED FACE I I 0 ELEV = 366.00 Lti I I I I LINK I STb ,PLAI4- SHT'f40:.....I.........I.........I. o f.... I I I I I I I 0 I I FOR DETAILS 354,85 -- 72" CATCH BASIN\\ �� I .............. I IELEV = 362.8o I I I "' I I I I I I I I I ...I•'• I I I I I: I I I I I I I I I .. I .l aIn \ \ = I`. 'I TO ACT AS SUMP \ I I 6 X12 REMOVABLE ACCESS Z \ CO I CO \ \ I I GRATE. REFER TO STRUCTURAL I I I I I I I I I I I I' I I I I I I I I I I I 1....... RIM= 369.68 RIM--M 54369.63 PLANS FOR DETAILS I I I I I I I I I I I I I I I I I I I I I I „ I I'•'...."I'•..:o .........1.... l a\ I W Q .• I I o o o (6 ) 368.86 N o IE--T (6 ) 368.79 �& 354.78 I I I I I I I I I I LO I I E I I I I I I I I I I _ I I �; 1 I I I I..........t.........t..� I.........t.........t.........t.........t..... ti° d CONTROL STRUCTURE I J.........� I I I I I I I I CO I I I I I I I I I I I I I I I I t I _ ..Z4_ W 3 .30 SEE SHEET 28 FOR DETAILS..... RIM=369 54 36 '�. ` - > ' �0. ,. - ------ - - - - - - - - - - - IE=368�4 (6 )368.7---------------- ------ I---------- ----- -- - I IN I ..1..........1..... I I I I I I I .• � ;_.y �i iM 5.5.3 , CO I I I I I I I I I I � � � I I I I I I I I I I I I I I I I I I I......... I...'•••. I I :� ' I ..f� : i 1_ •j � 1 I I 1 o RIM=369-54369.65 0 0 0 `Y' I C I IE- " 368.8 8'� SE t o I I I I I I t o I I I I I I I I I• t o . J..................I....................I..........i .o... I I 6' WIDE X 7' HIGH MINIMUM 0 354. 9 I I I I I I I ) I �' I I I I I 6 �' I I I I I I I I. I I �' I I I I I I I I N I I �' I I I OPENING FOR MAINTENANCE _ 355.4I1 :� �� g 1 _ Z B I I I I I I I I I I I I I o I I 1200' I t.. I... I I I I I I I I I I I I I I I I ACCESS BETWEEN SELLS (TYP). B' I W _�___ I w 29 I I o o' ` 354.8 - _GEOFOAM 29 cn I �I I I I I I I_ o TOP = 371.00 -: I R ;.•...{I1I1I tIII .. I I I I I I 0e '•I I I I I I I I ' I o0' I '_- (EDGE DF -.I �=II --- - - - c"� OFOAM .33 �m\l .• �S8 \ \_ I 00 -°•° ........1........I..........t.........t.........t........12.. FOOT G 3 5.3o z ,.......a. LO I I I I I I I I I I I I L0 I LI IgI 1�TOP=369.50 o 2G-3ZsD (TYP) o PANELI(TYP. i 0 BOT= 368.00 6,355IE=366.80 . ---------------------------------------------------------------------INAM TOP 372.50 '. ' -y F 365 LF s„R FOOTG 355353I I I I I I I I I I I I I I I I 1 1sp' I I I I I I I I I I I I I I I I 1 G�OFOLF12 VENTLATION( DRAIN (TYP 12" VENTILATION CO 36955I 38'LF 61 RD BOT 368.00 PIPE (TYP)� I ': I I 1 LCPE (PUBLIC) ® 5 y,LLCCO .RIM_3695� P) ........ RIM_ 1 Ij........368 39 (6)(E)RM-3CC.5T IE_368.BOT OF..IE_368 39 (6")/ s x10 REMOVABLE 354.97 I IE=3" 41 '(8" NW lE-37 N) S MP=354.CO 1E=368.301--RIM T372.,�8ACCESS GRATE. REFER TO STRUCTURAL PLANS , ••a•••'IE=368.20 (6" -/366.5S FOR DETAILS I I Lo I I 1 12" IVENTILffIO I I Ln I I I I I I t. I I I l.• t" I _ I _I ________-' / 35.30 - - - - --= PIPE (TYP - - // -'' r� rr` t ...•t I I I I IE=�ss.8ol I I I I l.. I I I I_ --I- T _ / \ - 12" VENTILATION // ! dam: - - ---- - \ - - - ---- ---------- ----------------- ------��^�\ 'PIPE THRU \ 5 LF 6" - _ Z�-- _ GEOFOAM WALL (TYP) -,/ 14' 3' FLAT PAD 8 LF 6 RD - _ _--- _ � MONUMENT ... __ �..... ®27.54. - BOT - _-------------------- OR ME I 0 0.50% f60TING - 31� TOP 371 00_ F NT /. _ TOP 369 50 15 ACCESS ............... 3�2,- 368.00 BOT - 368 r d \ DRAIN (TYP-)----_ ___--- - .00 \ ROAD (TYP) / \ RIM=36-6$306 ----- Q » C0 , ��� ---- - i --- �_--,---=- -- 6809 - _ \\ 3 8 N) TRIM=368.31 NTG -- ° - \ \ 1E=368.07 8" W" _ j----� ---- ---- ---- ° d �� -1- co \\ TRAC 1E=368.14 (8" E� IE=368.65 (8" S)...... __- - _ --.- -....-.Q Q a \\ - d d i .. 62 LF 24" LCPE (PUBLIC) jRIM=3�6 64-369.89 , - - �� 18-o� _-t:cO .......... ....... ........ .37 ��� 1E=368.22 (8" E) \, \ _ �............. ....... \ d VC UBL / \ ........a . ....... . �' 12 C900 P • (P ) / I .. .............. 93 L `j > \ / 3. TAB 7 o Z Z y 4 423 p �- ,�� S T 0, \ NA L EYE 2/ 7/21 C O Vf _ d i O 5 m C � C W c � N M ad�1N � L\ L0 i L0 a-7 N W U 00 r Y d NOTES: R-404827� CD 1. VENTILATION PIPES (MIN. 12" DIAMETER OR EQUIVALENT) SHALL BE PROVIDED AT EXPOSED FACE FINISHING ` CALLED OUT LOCATIONS OF THE VAULT TO ALLOW FOR VENTILATION PRIOR TO IN COMPLIANCE WITH CITY OF RENTON STANDARDS Itzi- N O O 00 rl- O O co ENTRY OF MAINTENANCE PERSONNEL INTO VAULT. VENTILATION PIPES ENTER O AESTHETIC TREATMENT OF THE EXPOSED VAULT WALL ALONG THE NORTHERN PERIMETER OF THE VAULT IN LIEU 24" ACCESS OPENING WITH LADDER AND ROUND SOLID LOCKING THROUGH THE SIDE WALLS OF THE VAULT. PROVIDE LOCKING LIDS FLUSH WITH OF PROVIDING A SUBSTANTIVE LANDSCAPE SCREEN. THE Q LID MARKED "DRAIN" WITH LOCKING BOLTS AND OSHA CONFINED FINISH GRADE USING CLEANOUT. TREATMENT SHALL BE A VENEER SURFACE ATTACHED TO J BOLLARDS SPACE WARNING (TYP.) FOR RAISED OPENING WHERE THE DEPTH THE VAULT THAT CONSISTS OF BRICK DETAILING SUCH AS FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 2. WHERE PIPES ENTER AND LEAVE THE VAULT BELOW THE DESIGNED MAX WATER A GARDEN WALL BOND WITH DIAGONAL PATTERNS OR A (TYP)a W (0 INCHES, AN ACCESS COVER EQUIVALENT TO A TYPE 2 CATCH SURFACE, THEY SHALL BE SEALED USING ANON -POROUS, NON -SHRINKING COMPARABLE SURFACE APPROVED BY THE CURRENT m �° Q •'' BASIN OR TYPE 1 MANHOLE SHALL BE USED. SEE WSDOT GROUT. PLANNING PROJECT MANAGER. U C`7 STANDARD PLAN B-15.20-00 OR B-15.40-00. Q 00 dQ ^ 3. SEE DETENTION VAULT STRUCTURAL PLANS PREPARED BY OTHERS. T BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT Me REVISION 4. SEE SHEET 38 FOR YARD DRAIN DETAIL. = O TJS 1/12/22 BJT suRmDESIGNED: SCALE* _ 1 -10 HOR ONTAU � 1983/1991 DATU M CITY OF PRI RENTON Planning/Building/Public Works Dept. ASBUILT DRAINAGE FACILITY PLAN + DETAILS FOREST TERRACE nPILAT PULTEIWASV GROUP, INC V C 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 2/7/2022 � m cr OO w DC U Q 11 m DESIGN TJS �BDDK: D�wN. TJS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: CHECKED: BY DATE APPR APPROVED: BJT SHEET: OF: 27 gg Iy LIJ U Q LLJ LLJ O LL I I I I N X 0 Z Q ai 0 U Q r7 66 N N O N \ N a� 3 a Lf E I 00 / 00 i O O O 00 U .O 0 D 0 O Lq a) a L. 6'x12' FRAME, GRATE, & SOLID COVER WITH LOCKING BOLTS. KCRDCS DWG 7-022,7-023 RIM=449.64- 368.00 IN 0 crf O m w IJ i0 0 3" X 0.090" GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' VERTICAL SPACING) 3' MIN 24" OUTLET PIPE TO STORMFILTER of w cn m U O ro BOTTOM OF VAULT LID EL=367.00 MAXIMUM DESIGN WATER SURFACE EL=366.50 p .. ° SAFETY HANDHOLES, STEPS, OR LADDER. SEE KCRDCS DWG 7-006. v ORIFICE 0=2-5/16" ORIFICE #3 IE=363.75 (6") ELBOW RESTRICTOR D 'p ORIFICE 0=2-1/8" ORIFICE ##2 IE=361.50 (6") ° ELBOW RESTRICTOR D 0 D by v 8" SHEAR GATE W/CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER). SEE KCRDCS DWG 7-026. D p .. ASBUILT DRAINAGE FACILITY DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON J = STATIC WATER SURFACE IE=i555.519 (18 b 355.57 355.57 (24 ") ° N v b D v M N N 0 N N P N � N 12" MAX. (TYP.) v P rn v b NOTES: Z D ° 1. ALL METAL PARTS MUST BE CORROSION Z RESTRICTOR PLATE WITH BOTTOM OF SUMP EL=351.50 RESISTANT. STEEL PARTS MUST BE z w ORIFICE #1 0=2-1/32" STAINLESS STEEL OR ALUMINIZED STEEL. EL=353.50 2. PROVIDE WATER STOP AT ALLCAST-IN-PLACE o CONTROL STRUCTURE CONSTRUCTION JOINTS. VAULT PRECAST VAULTS HAVEIE APPROVED RUBBER GASKET SYSTEM. W SCALE: 1 =2 0 J 3 BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT NO. (4'-5") TOP SLAB ACCESS SEE FRAME AND COVER DETAIL FILTRATION BAY (3'-7") ALTERNATE PIPE LOCATION (TYP) A A co OUTLET INLET FLOW v A :.. OUTLET INLET BAY STORMFILTER BAY CARTRIDGE 6" CONCRETE WALL WIDTH 12'-0" MAY VARY REGIONALLY PLAN VIEW VAULT STYLE: INLET BAY - OUTLET BAY •l, STEP :.S w a INLET PIPE F J Q 4•• �w i U) • oz i WLL w wa 77, 1, 77 f. PERMANENT STORMFILTER LL POOL ELEV. CARTRIDGE j 0 z FLOW KIT OUTLET PIPE p Z - U H w FLOW SPREADER & BAFFLE w -i WALL (TYP OF 2) -0 O ENERGYY SECTION A -A DISSIPATOR REVISION m.smnn w "M StormFilter• STORMFILTER DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (11), VAULT STYLE OPTIONS INCLUDE, OUTLET BAY (11), FULL HEIGHT BAFFLE WALL (12). STORMFILTER 6X12 PEAK HYDRAULIC CAPACITY IS 1.6 CFS. IF THE SITE CONDITIONS EXCEED 1.6 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/sf 1.67` gpm/sf 1 gpm/sf 2 gpm/sf 1.67" gpm/sf 1 gpm/sf 2 gpm/sf 1.67" gpm/sf 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 1 18.79 1 11.25 1 15 1 12.53 1 7.5 10 1 8.35 1 5 ' 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (cfs) 0.35 PEAK FLOW RATE (cfs) 7.43 RETURN PERIOD OF PEAK FLOW (yrs) 100-YR CARTRIDGE HEIGHT (27", 18", LOW DROP(LD)) 27" NUMBER OF CARTRIDGES REQUIRED 14 CARTRIDGE FLOW RATE MEDIA TYPE (PERLITE, ZPG, PSORB) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 355.48 LCPE 24" INLET PIPE #2 OUTLET PIPE 352.43 LCPE 24" UPSTREAM RIM ELEVATION 362.85 DOWNSTREAM RIM ELEVATION 362.40 ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: " PER ENGINEER OF RECORD GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONFORMING TO ASTM C-857 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER VAULT (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. I- l4t o Z Z y 423 p �� �0 �F S T 0, NA L E�0\ 2/ 7/21 V G V `YI 7 m •� 0 im i Z All W c: � fV M i a 05 m �QQq N i O L0 a-7 f V N /c�a W V r a) Y"t R-404828� ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne r- co CD O O O I co Q LLJ (0 Uco 00 = O TJS 1 /12/22 BJT suRmED: VERTICAL- NAw , HORIZONTAL NAD 1983 199, CITY OF ASBUILT DRAINAGE FACILITY DETAILS DATE, /7/2022 LLJ m DESIGN TJS FOREST TERRACE PLAT F- OO F� BOOK: RENTON (' DRAWN: TJS PULTE GROUP, I N l� DRAWING NO: ONE INCH AT FULL SCJLLE IF NOT ONE INCH DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 LLJ W CHECKED: eJT APP T SHEET: ^8 GF: 89 BY DATE APPR SCALE ACCORDINGLY BELLEVUE, WA 98006 O L LL m W5 Q w 3W U LIJ 375 c� w p 370 w 365 :q 3W 345 E 0 0 3 a r7 E I 0 0-) n 00 a� / r7 00 i O O O 00 / Ln U .O 0 O 0 Q Li! < Lq a L. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. ASBUILT DRAINAGE FACILITY SECTIONS + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON m �■11� �I���i��i��iiiiil�Il�l�—��E� �■u■ m�INNIIIIIIINlllllll■I■■II Mil INN IA �■■■� !�Z�rl�7�I��IQrNi�'r»I��■I■■II�II�I�-11■�J •• ��[♦ _;i;�i1;111.7R.Z��1��1��1��■I■■II�II�I��!!■�r� ��� � —�It��G�1���1��11■■II�II�It•1„I,a■-11■r� 345 �� �I■I■�IrJ:1at�`1N]►1�:�aG11►11►1�'1'SEI � �T1. .� I � I �I ■i i��iMiiYlWALL �JI ■1I�R7.T71 . . . ��IY�'�.L�:��l�.='!i_.fJ� e � � � .ftTiT�i�l ■II�IWi1i11 - M�4�—I ■ii� 44? _ n „ � „ • (PHRI la 345 PROPOSED GRADE 340 r� ro LO IR r7 ID 00 co 00 04 (00 Ln 00p r� � co OOp � 0 �r �^ �^ �r 0 L�nr? LNnto V-) �� r� M r7 M r7 rn r7 M r7 M r� M r� M r7 I.r) M r7 M SECTION A -A DETENTION VAULT PROFILE VIEW 1 "=20' HORIZ. 1 "=5' VERT. BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 i RECORD DRAWINGS AS BUILT Me REVISION HORIZON.' Ir A. U PROPOSED GRADE=� LLJ 1000, lz 366.50 _ _ , LCPE 'HRU CURB 36+9017 TA - , EF n —36842 0 RE ION fib crrTIM �ItWqq O O 00 O r?O r?O et r? a?O r70 �O �O O �N M O� r- cvr, 00 Ln �j 00 00 �O �O r-0 O r0 CO C6O cj0 0-)0 O �Ih OUy Ln ^ Ln Ln � Ln n r,L Ln ^ Ln Lf) ^ Ln Ln Ln ^ (_0 r- r- � r) Pr)r7 M r7 V) r7 M r7 M r7 re) r) M r) M r7 M r) Pr)r) Pr) r) Pr) TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: JT BY DATE APPR APPROVED: BJT SECTION B-B DETENTION VAULT PROFILE VIEW 1 "=20' HORIZ. 1 "=5' VERT. SCALE: P 1 "=20' V1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M • CITY OF ,RiRENTON Nksgv Planning/Building/Public Works Dept. 385 0 375 370 0 • 355 345 � 11lil�J_t01 �'J 3.TALf� I 67 o Z z y 4 423 < �0- �F STF��` NA L 2/ 7/21 V G C V O .� Z3 �0 Z C Lu cN N M a' ON 14 L\ L0 i i O L0 4-7 N N /c�v W U r a) Y �4 N O O O 0> Q w co O O O O IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w (0 U � oc 00 ASBUILT DRAINAGE FACILITY SECTIONS + DETAILS DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c~OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF.• pQ CDv A II m 00 0 I 0 U Cn 0 (V (V O CV CD w a� 3 a E I 0-) r7 00 a� / 00 i O O O 00 / U .O 0 O 0 Q li! < Lq N a L. 0 10' 20' 40' SCALE: 1 "=20' ASBUILT EVA - OLYMPIC PLAN + PROFILE OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON BEAM GUARDRAIL TYPE 31 W/ BEAM GUARDRAIL TYPE 31 W/ 6' HIGH BLACK VINYL CHAIN "DESIGN A" END SECTIONS. LINK FENCE PER WSDOT SEE DETAIL ON SHEET 41 "DESIGN A" END SECTIONS. SEE :•.......,,.STD PLAN SHT 40. KEYSTONE RETAINING WALL DETAIL ON SHT 39 AND 41. 1 MAX HEIGHT = 6' (TYP) } OM4-3 RED DIAMOND OM4-3 RED DIAMOND OBJECT MARKER (TYP) ..:.:..... 190 LF 6" RD ; OBJECT MARKER TYP ....... '. END OF SIDEWALK SIGN PER "' ::.:....., ® 1.00% PLAT BOUNDARY 1 DETAIL ON SHT 39. ' r ..................................................................................... _ _ W ----------____ 3�4 _--- ------ __ --� W ______ END OF SIDEWALK / / CBf25 CB#26 15 6 00% YD • _ _ _ - - - - - _ co DISPERSION TRENCH TYP zjq SIGN PER DETAIL / � - - - --RIM=349.78 - ON SHT 39. "3..... IE=347.73 (6")(S) W SEE DETAIL ON SHT 41. % / 25 LF 12 DI ~f W..,,30 ..346.......... � (PUB ) Z ,3+- LF 12 DI () W EL = 346.44 I''.... (PUBLIC / S• (_PUBLIC)_ CB 27 / CO / 13 LF 6" RD, ' a 13 LF 6" RD 41■ W CB#24 .. 9 % / 1 Z 3& 346. J I- YD_ _ „ 1.00% 20' WIDE LOCKING SWING GATE AND -------- --------- 1 U - - - - - - - _ RIM=347.04 50 LF 6 RD �� 68 (6") S / / FIRE _ DEPT. APPROVED LOCK BOX _ _ _ _ _ - - - - ' F_ --® 1.00%------------ - 1E-345. ~ l l �� IE=349. IE=3461-6'�48.28--------------- --- -___ '7 I T T r ����������������-1YD 1 - 64 (W) J '., / % i� ------------------ ■ Q ` RIM=346.35-- / '------------- =--- _---' ---------------362_ IE=34r&� 6") 345.87 (E) 13 LF��-----.J:___---4------------- __. ----- ------------------ =- - 24. 3 ---.-..---- ____--- --1E-34588 W --.� 67%-- .... 1E==345.89 N� _ ----'�---- ------------------ - . . co / 4 CONTINUATION SEE SHEET 22 2 37; 375 5 _ 370 470 r 365 .._ . 360 355 0PRE)PeSED GRADE ace 0 STORM LINE 350 EXISTING , GRADE 7\ 9b SECTION EXISTING 0.6DE 345 Ell TYPE _ - 1 =ILA _ _ " ® - " 340 - 3. - 30 335 *_i, WWII Uffil = 330 0 SECTION ■ CD a7 co (0CDLO Ln M r7 ^ 0) CDL0 L6 u� Ln (6 co CO co Ln ni CO ni co CO prj CO ' rn r7 r� r� to rn M n rn rn r� M rn M ,,� r7 r7 r7 rn ■ DATUM HORIZONTAL DATUM: NAD '83/'11 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION 370 0 0 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. w z J w w J w uj old CL OVDACC - " AS - Z-16 -EXISTING GRADE " GAS MAIIIAI 1 2 3 v LF " • MAN 3749,98 iE ilE 1=kl2E)_-,6A70 - , LT " - 0 STORM r- OM O F, 00M 00N co O1� c0 U r7(7! O� rl� DO n Ln c0 Ln CO (0 u') LO r7 r CV N CV r7to M TJS 1/12/22 BJT suRvum: SCALE H 1 "=20' V 1 "=J' DESIGNED: TJS DRAWN: TJS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: BJT BY DATE APPR APPROVED: BJT OLYMPIC EASEMENT PROFILE - STORM 1 "=20' HORIZ. 1 "=5' VERT. VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M SEE SHEET 20 w 0 375 370 a UTILITY CROSSINGS- IE 18" SD=369.72 T/P 12" SD=365.91 QIE 16" GAS=370.50 T/P 12" SD=365.80 IE 20" GAS=368.25 T/P 12" SD=365.40 z 355 �� 423 p �� NALT�E�O\�� 2/ 7/2 350 V E C v v1 AL W - � •� 0 e Z C Lu CN C N M a 0000 N 1a� t 0 � � O Cr4 N W U r a) Y �4 � I 'lii�rl,J r- CIO O O O O Co IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w (0 U � 00 • ASBUILT EVA - OLYMPIC PLAN + PROFILE DA2/7/2022 � m PRICITY OF RENTON FOREST TERRACE PLAT F�BOOK: LnOO • P U L T E GROUP , INC DRAWING NO: w Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 = LLI BELLEVUE, WA 98006 SHEET: „0 oF: CDW 00 0 I 0 I 0 3 a N E I O rn r7 00 a� (D I= / rn r) 00 i O O O 00 / U .O 0 O O Q li! < Lq a L. 0 10' 20' 40' SCALE: 1 "=20' ASBUILT EVA - OUTFACE PLAN + PROFILE OF FOREST TERRACE PLAT A PORTION OF SFOTION n4 TOWNSHIP 93 N RANGF n5 F 366-_---_--- CONTINUATION SEE SHEET 24 i CONTINUATION SEE SHEET 24 U 375Vin 2n 37 CAL „ ' a SE ON ---/—INLET 355. N) JM. — (2 0- - » D uD - — — — - UBU — c3o — — 344— — » » — » — 42 PROPOSED TI co O� �� N� N� rn� Lq O) N N� Lq I�� O� Llj Do CD N I_� In OJ (0 C6 ^ m 00 O O O O O — C4 N IM r7 It r7 In r7 (0 � ^ 00 I1l) Cn O CO CV � cq N CV � W) � LO Ill Ln U-) U -) (0 U -) (0 Co LIj (0 In (0 V) (0 If) (0 V) CO LIj (0 U -) (0 Ln P, Ln P, CO ^ CO � rl r7 M i M r7 M ro ro r7 ro r7 ro r7 ro r) M r7 W) r7 I) i W)r7 W) i r7 r7 ro r7 ro r7 ro r7 ro r7 M r7 M r7 ro DATUM HORIZONTAL DATUM: NAD '83/'11 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N 0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION OUTFALL PROFILE 1 "=20' HORIZ. 1 "=5' VERT. TJS 11/12/221 BJT I su"EYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: H 1 "=20' V1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY K? 375 370 k w .X k�w CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. Z � 4� 0- STF��`���``� 31 NA L 2/ 7/2 V c YI AAL, AW W W t � 0 m V 0 w= W 7 4-J m i' m Z3 ma C M < 05 N 0 101 N N Q � L\ L0 LO 4- 1- Itzi- N O O O I 00 Q w co O O O O co IN COMPLIANCE WITH CITY OF RENTON STANDARDS tZ w (0 U � 00 HOR ONTAU NAD 1983/1991 CITY OF ASBUILT EVA - OUTFALL PLAN + PROFILE 2/7/2022 m F�BOOK: RENTON FOREST TERRACE PLAT OO . PULTE GROUP, INC cr DRAWING No: DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 w oc Lj BELLEVUE, WA 98006 Q (0 SHEET: oF: 31 89 Q Iy LIJ Q LIJ w 0 L.L_ E Q 0 0 3 rj I rl) 00 i Q) / rn 00 i CD 0 O 00 i U N n O O Lq a) a L. N 0 5' 10' 20' SCALE: 1 "=10' CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 10+67.05, 7.03 LT 7°05'22" 25.00' 3.09' 381.56 Y4 A 10+70.14, 7.23 LT 705'22" 25.00' 3.09, 381.33 Y2 0 10+73.18, 7.80 LT 705'22" 25.00' 3.09' 381.27 N4 0 10+76.12, 8.74 LT 705'22" 25.00' 3.09' 381.22 PT 10+78.93, 10.00 LT 7°05'22" 25.00' 3.09' 1381.16 Q PC 10+78.93, 10.00 LT 7°05'22" 25.00' 3.09' 381.16 Y4 A 10+81.73, 11.33 LT 7°05'22" 25.00' 3.09' 381.09 Y2 0 10+84.68, 12.27 LT 7°05'22" 25.00' 3.09' 381.01 %4 A 10+87.72, 12.84 LT 7°05'22" 25.00' 3.09' 380.93 PT 10+90.80, 13.00 LT 7°05'22" 25.00' 3.09' 380.86 -7 376---- 1.5% 376.39 - Al A=22°34'30" 36 TRACT/A..' STA-35+94.88 2:�&O LT \ � �; ........../ 376.91 R=35.00' V 1 ' / / /.•' '..' cD �9� o N 1' 4 --------- ---- - .-...•' '' 1 �� A=22°34'30» R=35.00' Q ` v �Ss A=22°34'47" SS=3.2% ��---Q R=35.00' Z o. L 13 79' ...:..... .. ..... Co - a: 1 2 Z A=22°20'46" R=35.00' :•..• • 13. L= 65 ° 22°25'26" o ::. R=35.00' `�' n L-13 70' N N 27TH PL2......�.���`� A=22°32 21 " ' S=2.O% ......... ....R=35.00' A=22'2.9'S5" R L=13.77' =35.00' L=13.74' o -� �. ,. M: 4 2 . � _• Off. 4 H f/ 382 36 ° A=22'32'22" °000000° / R=35.00' y °°°° .........:../.'..:' . �� L=13 77 4 °� / �A 1 A-22 29 53 R- 35.00 �• 4 r� +: A ' d STA=35+04.88 22.00 LT N 38 26 � a L •. N , 1'5%'. 1. 8 388 64' ..... n NE 27THPL/UNION AVE NE INTERSECTION DETAIL 1 "=10' KEYNOTES O4' WIDE LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION OSIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 40 FOR CURB RAMP DETAIL. BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 - 0=22°29'S3" R=35.00' ° L=13.74' o v� 35 ASBUILT ADA RAMP DETAILS N OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON � II I II I II I II I II I II I II I II I II I II I II I................ I rl I rl I II ... I I I 'I" I I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II II ............. I [I I it I n I II I II i r rr r, S=0.0% ....................EX ADA .... RAMP (TYP) INTERSECTION UNION AVE NE STA: 35+45.82 i❑ 1A W Z \00 � 1 1 \ 4 V 1 1 a .1..' SIA=50+38. 00 A=22°29'59° - 13.00 LT :.• �..o 368.91 R _ 25 00' •82 -=1)' 3 9.... 10011 ® � 369:3 R=25.00' 369.12 L=9.82' � 94J 20 0 A 22°30'0 " --------------77----- 77..358 0.0 / oeo o°° R - 0 - ���% ........... ....... 9 82 ,_- T ------------1� a / 3.5% / ° s 18 g 2 369.72 4% A=22'30'00" IN A,, A=22°30'00" R=25.00' .... i R=25.00' I L=9.82' L=9.82' ............................366,................... c r... A=22°30'00" " A=22°30'01 -� :• R=25.00' R=25.00'- •. L=9.82' ..................... S=0.7% 0 5' 10' 20' SCALE: 1 "=10' / / / / / I I ' .45 j>S69 7575 RT CV �� II NE 27TH PL ....... �. o ............................... N �- 370.12 ..........N ............. . 0 4 v 0.2% � d D 3.5% v �4............. .......... ..........a v :..... • �5 5j ° ............ -----=-�� v 370 d .370.33 370.34 3 A=22°'30'01 " R=25.00' L=9.82' " ......................... CD o S=1.4% ............. 0� o . 3 066 LO � ..... 2.4%.... v N. 4.3% a ' 6.0' 1.0% 5.5' :. 7 74 370.62 7 .66: a ........... 3s8........ fj0......................... INTERSECTION :.:::.......... 19 �- G . / NE 27TH PL STA: 15+31.31 . . . . . � � •*. . . . . SHELTON AVE NE STA: 50+00.00 NE 27TH PL / SHELTON AVE NE INTERSECTION DETAIL 1 "=10' CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV LOC STA & OFF DELTA RADIUS LEN ELEV LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 14+77.62, 13.00 LT 7'05'22" 25.00' 3.09' 370.39 © PC 15+71.89, 7.00 LT 7'05'22" 25.00' 3.09' 369.53 Q PC 50+38.00, 7.00 RT 7'05'22" 25.00' 3.09' 369.02 Y A 14+80.71, 12.81 LT 7.05'22" 25.00' 3.09' 370.45 Y A 15+75.00, 7.19 LT 7'05'22" 25.00' 3.09' 369.51 Y A 50+41.09, 7.19 RT 7'05'22" 25.00' 3.09' 368.80 Y2 A 14+83.75, 12.24 LT 7'05'22" 25.00' 3.09' 370.32 Y2 A 15+78.01, 7.76 LT 7'05'22" 25.00' 3.09' 369.49 Y2 A 50+44.12, 7.76 RT 7'05'22" 25.00' 3.09' 369.60 �4 A 14+86.70, 11.30 LT 7'05'22" 25.00' 3.09' 370.34 Y4 A 15+80.95, 8.70 LT 7'05'22" 25.00' 3.09' 369.46 Y4 A 50+47.07, 8.70 RT 7'05'22" 25.00' 3.09' 368.37 PT 14+89.50, 10.00 LT 7'05'22" 25.00' 3.09' 370.29 PT 15+83.76, 10.00 LT 7'05'22" 25.00' 3.09' 369.42 PT 50+49.87, 10.00 RT 7'05'22" 25.00' 3.09' 368.13 Q PC 14+89.50, 10.00 LT 7'05'22" 25.00' 3.09' 370.29 Q PC 15+83.76, 10.00 LT 7'05'22" 25.00' 3.09' 369.42 Q PC 50+49.87, 10.00 RT 7'05'22" 25.00' 3.09' 368.13 Y A 14+92.31, 8.70 LT 7.05'22" 25.00' 3.09' 370.28 Y4 A 15+86.57, 11.30 LT 7.05'22" 25.00' 3.09' 369.44 Y4 A 50+52.68, 11.30 RT 7'05'22" 25.00' 3.09' 367.91 Y2 A 14+95.26 7.76 LT 7'05'22" 25.00' 3.09' 370.26 Y2 A 15+89.51, 12.24 LT 7'05'22" 25.00' 3.09' 369.36 Y2 A 50+55.62, 12.24 RT 7'05'22" 25.00' 3.09' 367.58 %4 A 14+98.29, 7.19 LT 7'05'22" 25.00' 3.09' 370.23 %4 A 15+92.55, 12.81 LT 7'05'22" 25.00' 3.09' 369.60 N4 A 50+58.66, 12.81 RT 7'05'22" 25.00' 3.09' 367.41 PT 15+01.38, 7.00 LT 7'05'22" 25.00' 3.09' 370.20 PT 15+95.63, 13.00 LT 7'05'22" 25.00' 3.09' 369.34 PT 50+61.75, 13.00 RT 7'05'22" 25.00' 3.09' 366.93 1 1 RECORD DRAWINGS AS BUILT NO. REVISION TJS 1/12/22 BJT suwEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BJT SCALE: 1988 PLAN: 1"=10' HORIZONTAL: N D 1 991 CITY OF VRI RENTON ONE INCH DATU M Nksor AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY ....:... I I I II I I FI ---- I L I r I LL SITE PLAN KEY MAP NTS CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET p 35+70.09 32.29' LT 0 10+50.11 13.67' RT 0 10+50.22 7.67' LT ® 35+26.25 29.29' LT O5 15+64.39 13.49' RT © 50+28.43 14.90' LT O7 50+28.43 8.90' RT ® 15+08.88 14.90' RT O9 15+64.39 7.00' LT 10 15+08.88 7.00' LT T -404801 R-404832 F. TAB ,_l4to Z z y 423 p �� S T sS�oNA L 2/ 7/21 O t� :3 t of c � m C W C N N M 0 i a 00 fV = m a-+ -0mN c< Qq ��L0 i O L0 -4 a-7 N /c�v W V or-0 (1) Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS � ASBUILT ADA RAMP DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q L.I_I U co Q 00 T O w Z DATE, 2/7/2022 m O FIELDBOOK: PAGE: (� L.i W DRAWING NO: CDv, m SHEET: OF: 3289 1 Q J LLJ U Q LLJ LLJ O LL- 0 U In a rn 00 CV CV O CV CD w E 0 a 3 E I 00 i Q) / rn 00 i CD CD O 00 U N 0 0 Q Lq a) v_ L. DATUM HORIZONTAL DATUM: NAD '83/'11 0 5' 10' 20' SCALE: 1 "=1 0' BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT ADA RAMP DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON AFN 5722998 AFN 7301150410 TRACT E CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 20+19.49, 13.00 RT 7'26'04" 25.00' 3.24' 371.28 Q PC 21+41.52, 7.00 RT 7'05'22" 25.00' 3.09' 374.91 Y4 A 20+22.72, 12.79 RT 7'26'04" 25.00' 3.24' 371.42 Y4 A 21 +44.60, 7.19 RT 7'05'22" 25.00' 3.09' 375.05 )� p 20+25.90, 12.16 RT 7'26'04" 25.00' 3.24' 371.45 Y2 A 21 +47.64, 7.76 RT 7'05'22" 25.00' 3.09' 375.19 A 20+28.86, 11.15 RT 7'26'04" 25.00' 3.24' 371.46 Y4 A 21 +50.59, 8.70 RT 7'05'22" 25.00' 3.09' 375.34 PT 20+31.67, 9.77 RT 7'26'04" 25.00' 3.24' 371.51 PT 21 +53.39, 10.00 RT 7'05'22" 25.00' 3.09' 375.48 Q PC 20+31.67, 9.77 RT 6'30'43" 25.00' 2.84' 371.51 D PC 21 +53.39, 10.00 RT 7'05'22" 25.00' 3.09' 375.48 Y4 A 20+34.16, 8.57 RT 6'30'43" 25.00' 2.84' 371.59 Y4 A 21 +56.20, 11.30 RT 7'05'22" 25.00' 3.09' 375.68 )� A 80+36.78, 7.70 RT 6'30'43" 25.00' 2.84' 371.66 )� A 21 +59.14, 12.24 RT 7'05'22" 25.00' 3.09' 375.77 Y4 A 20+39.49, 7.18 RT 6'30'43" 25.00' 2.84' 371.72 Y4 A 21 +62.18, 12.81 RT 7'05'22" 25.00' 3.09' 375.91 PT 20+42.24, 7.04 RT 6'30'43" 25.00' 2.84' 371.76 PT 21 +65.27, 13.00 RT 7'05'22" 25.00' 3.09' 376.06 FOUND PUNCHMARK IN Y8" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT suRm": DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BJT ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PSP&L TRANSMISSION LINE ESMT AFN 2516604 AFN 5722998 AFN7 301150410 VERTICAL- NAVD 1 HORIZONTAL, NAD I 199, DATU M L .................. 0 • CITY OF RENTON Planning/Building/Public Works Dept. I I I II I L I --- ILL I r LL I FT4, SITE PLAN KEY MAP NTS CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET 10 20+ 13.00 13.00' LT 20 20+ 13.16 13.00' RT KEYNOTES O4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION O SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 40 FOR CURB RAMP DETAIL. T-404802 o_nnn Qzz ,• /,.'rig%L7�� z � 1 4 423 p STF��` ��� 2/ V2 V E C v v1 i - 7 :3 t ._ of �0 m C � C W C � fV M i a 00 N c v1 /c�v W O V ) r a) Y"t N IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ADA RAMP DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N O O O OLI Q r- Co O O O O Q L.I_I U � Q 00 T oc LLJ 7p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: LLJ W DRAWING NO: � Q 1,,_ v, Ind SHEET: OF: Q J w Q w w 0 I I I a� X 0 z Q 0 U Q 0 00 (V cV O (V CD E Q 0 0 00 / 00 i CD 0 O 00 U N Ii 0 O Lq a L. N I 0 5' 10' 20' SCALE: 1 "=10' CURB RAMP LOCATION DATA TABLE CURB RAMP STATION OFFSET 10 23+08.30 13.00' LT 20 23+08.30 13.00' RT 30 22+56.65 73.09' LT ® 22+07.76 72.95' LT KEYNOTES O1 4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION O SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 40 FOR CURB RAMP DETAIL. ASBUILT ADA RAMP DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1#........... 381.00 r- - ---_- �� 385.29------------------- 1 ° 6 84.96 ..., \\\\\ v 5.6 • 3 .89 5., SIDEWALK ............. i v 385.28 ' •. 1.4% 3$5:2 ��� ��. Ln d3. U'- 4. i ........... 000000000 i ................ I r I LL I FT4, SITE PLAN KEY MAP NTS \ \ ........ i..l.......\\........ - \ \ \.........V. \� \� c-A \ .. .. \ \ \ \ \.... \.... I _ \ 1 I I......... ---__ r 1 .............. Lq 04 N CUL-DE-SAC- �'' 384.63 . • \ NE 27TH PL STA: 22+32.32 \ o \ - - - - \ �BD. • \ \ Cp o ova o j.. \ \ \ If \ 5=6.0% NE 27TH PL \ oo \ \ A b�N I \� - S=6.0% \ v> o \ R=25.00' A � ° 16' 15" . \� - 1 2 R= 00 \ .� \ . \ -'q 384.64 . L=9:28' \ \ 0=21 °08' 11 " \ A=21`16:15.. \ 0 = .....................\........ I o0000000° �� \� R=25.00,. \\ FL' 0=21 24'18" =9.22� ............... L...... 1 000 �\ L=9.28' \ \ 0 000 . v �r \ L=9.34' 00 00: \ 380.15FL \ I \ 385.28 ��.2. \ \ \ \ 0 21'14'29" \\ - �. .......------___- _ _ \ 381.8� I I 1.4% ��,.. \=21`1fi'15" \\ . \\ =25.00`"?............................................... ---- I 384.97 ^� \ FL RL=9.27'------- f 4.59 R=25.00 \ w..•'----------_�----- 385 03 S' L=9.28' \ 0=21°18'00" 6• A 385 35 �py \\ = e \ L 9 29 \ a R 25 00' v 1 �. I o=2T4a•6.'15° \ CENTER OF CULDESAC \ a ,l• r; a i.._a \ . \\� +��9 I ' L=9.280 �9 \\\ STA 22+32:32 32.00 L. \\\ 0=21_18'00" �f ° � o. 382.60 • ELEV - 381.55 R-25.00' .. I CV 3$4:00; . ::.. 1% 10 379.20 .......... ° k d d a 72 \ \ -z a STA=22+77.16, 35.8 LT c� """•••• 1.=42°32'29" \\ F 379 37 /�i ..... 380 35 �� 04 I I_ \ L A=42°32'29" 9.Og. ' v R=45.00' . \ �............ I ' I \ R=45.00' ,STA=21 I I \ I L=33.41' \ I �L=33.41' 379.70 \ 379.77 I r I I r I \ .. \. \ .......... r �\0 I . FL \\ 381.17�� v 4 rr �........ a.............. \ -- -FL L=33 41 ' ��. 381.9 �`�o a / \�.......................��/ I \ I ... 40 p....... \ °............./ / \ 0=42°32'29» .. / \\• . ��/ �1j �� u _-_-_- . �/ �S�/. '•A/ . O 3 o \\ �� \: •. \�I R=45.00' 9 � v N 384.1L=33.41' ...... R=45.0'\ � 381 - 1 FL L=33.4Y' 81.68381.52 0 .3.48 ..........� N .......\w381.75v s: \s i i % • � IIjI .........I .I ..... I I �.. \ \• 3 '2 �. \ \ a .. •381.60 , I I I I 06 \W /........./ \\ I \ \ .............. 383.$6 w 12 Q / .13 , \Vv- / / 382.20 BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 NE 27TH PL CULDESAC DETAIL 1 "=10, 1 I RECORD DRAWINGS AS BUILT NO. REVISION TJS 1/12/22 BJT suRm": DESIGNED: TJs DRAWN: TJs CHECKED: BY DATE APPR APPROVED: BJT SCALE VERTICAL NTAD 1981/1991 988 PLAN: 1 "=1HORIZONTAL, N ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 21 +41.52, 7.00 RT 7'05'22" 25.00' 3.09' 374.91 Y A 21 +44.60, 7.19 RT 7'05'22" 25.00' 3.09' 375.05 A 21 +47.64, 7.76 RT 7'05'22" 25.00' 3.09' 375.19 3y4 A 21 +50.59, 8.70 RT 7'05'22" 25.00' 3.09' 375.34 PT 21 +53.39, 10.00 RT 7'05'22" 25.00' 3.09' 375.48 © PC 21 +53.39, 10.00 RT 7'05'22" 1 25.00' 3.09' 375.48 Y A 21 +56.20, 11.30 RT 7'05'22" 25.00' 3.09' 375.68 }� A 21 +59.14, 12.24 RT 7'05'22" 25.00' 3.09' 375.77 3y4 A 21 +62.39, 12.80 RT 1 705'22" 25.00' 3.09' 375.91 PT 21 +65.27, 13.00 RT 1 7'05'22" 1 25.00' 3.09' 1376.06 ...... �.........�•:" ...........�-.. ARMOUR LINED BERM SEE SHT 20. (TYP) • CITY OF RENTON Planning/Building/Public Works Dept. F. TAB I � Q� � o Z z y 423 p �� STE NA L 2/ 7/21 i 0 M = 0 i � � t C � m C W C � fV M i a 00 m N �i C4QQq L\ j i M O L0 N a-7 IN C: � in 00 Y "t T-404803 R-404834 CV CD O 00 Q r- co O CD I co IN COMPLIANCE WITH CITY OF RENTON STANDARDS � ASBUILT ADA RAMP DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q I_I_I (0 U � Q 00 T oc I..LJ 7p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: L. J W DRAWING NO: o v, m SHEET: A w3L� OF. 89 I1 I I I I a X 0 z Q N O U Q CD 00 N N CD N CD N E F_ N a 0 K71 U-) I LJ rn r7 00 Q1 / rn 00 i CD CD CD co U .O 0 / > O 0 12 li! < Lqa) E: SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 1S A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRANAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TOAS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF AODFTIONA'L NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES- 1 BEFORE AKY CONSTRUCTION OR OEVEI-OPME14T ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING+ SHALL 9E HEW AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR, 2. THE APPLICANT SHALL BE RESPONSIEILE FOR SECURINGALL 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 DESFGM MANUAL (RFNTON SWDIM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICAP014S FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION 1APWA). IT SHALL BE THE SOLE RESPONS•IBILMY OF THE APPLICANT TO CORRECT ANY ERROR. OMISSION OR VARrATFDN FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT ND ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDS. AND DRAINAGE PAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL ETC.). PLANS FOR STRUCTURE$ 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 PEARS. ANY DEVIATION FROM THE APPROVED PLANS WILL REGRUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANS SHALT. BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 1N PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTIL17FE5 SHOWN HI=REON HAVE BEEN ESTABLISHED 13Y FIELD SURVEYOR OBTAINED FRDAI AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY ANT) NOT NECESSARILY COMPLETE- IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILFTY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILRI ES NOT SHUWN HERFON 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 SHALLPIP NAVE) 89 AND HORIZ4H?At DATUM SHALL Sr- NAD 831WA STATE PLANE- NORTH), UNLESS OTHERWISE APPROVED RY THE CITY - REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8 ALL UTILITY TRENCH BACKRLL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-W-3(14)D -COMPACTION AND MOISTURE CONTROL TESTS OF THE WSOOT 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 STORED DRAINAGE WORK 15 NOT ALLOWED UNLESS SPECI PICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE GrTY TRENCH RE5TORATPQN 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 BYTHE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAND 11. ALL FLOW CONTROL FACILITIES SHALL RE IN5TALLET3 AND W OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL iBE 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 LENGTFI 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 2201C. 229 ia, 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, 2D4.20. 2D4.W AND 204.50. STRUCTURES SHALL HAVE • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLiECT1NG RUNOFF. AND OUTSIDE OF THE ROADWAY. + ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURW81_TTER 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. IF. BUILDINGS AHV OTHER STRUCTURES SHALL Br PLACED IN ACCORDANCE WITH TABLE 41 EASEMENT WIDTHS AND BUIU31NG SETBACKS LINES OF THE RENTON SWOM 16. LIDS OF MANHOLES+CATCH BASINS WiTT IN PUBLIC RIGHT-OF.WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING ALL MANHOLE+CATCH 8ASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CFFY RIGHT-OF-WAY SHALL 9E OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH, FINLESS OTHERWISE NOTED, DRAWING 15140t TDiCALE (Nr. STD. PLAN - 267.00 UBLIC WORKS SURFACE WATER STANDARD PLAN PPR c9: GAZ 9/28j2418 I URI DEPARTMENT NOTES (1 OF 2) rva� I1w Im,w,v„n, Dar r SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 1S A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAFNA[;L PLATY SET. ALL I Hr 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 AFJPLJOANT SHALL NOT RENUMBER MOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL HE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES, 18 ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED. SHALL BE OF BOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: . 4 - B INCH RQCIK 141) - 70°J PASSING; . 2 - A INCH ROCK ! 31) - 40% PASSING AND • LESS THAN 2 INC1i ROCK I W • 2r% PASSING. 19. FOOTING 0RA INAGE SYSTEMS AND ROOF DOWN SP0LIT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTE❑ FLGWS TO THE CONVEYANCE SYSTEM 0R FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. F0071 NG DRAINS SHALL N 0 T BE CONNECTED TO ON -SITE BMPS. 2D. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEAN0UT TOPPED WITH A BOLT -LOCKING LIO MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE COMIEYANCE SYSTEM PER THE CITY STAND AR0 PLAN 227.00. 21. ALL STORM SYSTEM EXTENS10INS SHALL 8E STAKED FOR LINE AND GRADE 2Y A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL 81= PROVIDED TO THE CITY PR10R TO CONSTRUCTION- 22. ALL NEWLYaNSTALLED AND NEWLY -REHABILITATED IPU9LIG AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCCRUING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMFTTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANNOR PAVEMENT _J. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-114.30I OF THE 4VSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REFRESENFTATIVE OF THE CITY- STORM DRAIN slurs SHALL BE TESTED FOR ACCEPTANCE AT THE SAxIE YIME THE MAIN STORM IS TESTED. rs FOR ALL DISTURBED PERVIOUS AREAS CCOMPACTEU. GRADED, LANDSCAPED, ETC.} OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE GAPACFTY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE OaSTING DUFF LAYER AND NATIVE TOPSOIL OR AMENS] THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING M CONSTRUCTION PERMITS BY THE CITY DDES NOT RELJEVE THE APPLICANT DF THE CONTINUMG LEGAL OBLIGATION ANDiDR LbdJ31UTY CONNECTED WITH 9TORMWATER DISPOSAL, THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MWNTENANCE OF THE STORM SYSTEM PROVIDED DURING CON57RUC71C"_ 20. 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 WORT{ SHALT. BE PROVIDED. ANY WORKNWITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALLSECTIONS DF THE WSDOT STANbARb 5PECIFICATION51-1D TEMPORARY TRAFFIC CONTROL SHALLAPPLY 27. PROJECTS LOCATED WITHIN THE Cn Y'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WIT3-I SPECIAL REQUIREMENT k6 OF THE RENTON SWOM AND AQUIFER. PROTECTION REGULATIONS (RMC 4-3-05W 26. PLACEMENT CF SURFACE APPURTENANCES (CATCH HASINN"HOLE 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 SIDI=NfALK OR CROSSWALK SHALL BE PI ITED WITH A NO"LIP OR NON-SKID LID PER ADA REOUIREMENTS- 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. W. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2 1,A2 OF THE RENTON SWDM 31. CONSTRUCTEb PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIM UM RATE DE 2D INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 1D MINUTES, COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONS7RUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH S GALLONS OF WATER IS PM RFD ONTO TIME PAVEMENT SURFAGE 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 1,0W SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST 18 NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS IE,G.. PARKING AREAS I, 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 CW81. UNLESS OTHERWSSE NOTFD, DRAWING 15 NOTTDSCAU (NISI STU. PLAN - 267.10 URIPUBLIC WORKS SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (2 OF 2) GAZ 9j28j2018 l DATE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'l1 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 8EEIJDTE2 /S'R X 3/IF'D DUMMY IOINT �� 8EENOTE2 a l I 1 I 3/8- PREMDLND ,io-NT TILLER {�TYP} jI J. s PLAN V+EW CENTFAOE � FRAME GRATE OF FRAIdEr%ISRILTE CIjM CEMENT CCAICREIE CURB AND OUT1ET1 FRAME AND GRATE -NOT INCW OED MATCH 1/2- R. 1 WADAY IN CURD AND G Vr?M BIO rrUd SLOPE ' b, '4 / TOP OF TRECE&3 HWONAY v 9 147JiJMaf#'T SECTTaN - NO TINCLUDETS _ ■' o-' INCURDAMGUTTER. 131DffeA CATCH DABLN - NOT n:r� I DM v •'! IN 0lfR9 AND GIITTM ME) ITEM SECTION, GENLERAL NOTES: 1. The Intent of this design is to facillta'1re the removal IF I of a catch basin vAh minimal disWtance of the curb. 2, The expanslon joints of the Y ; adjacent atdmalk shad be -adjusted to be In line %utth these curt} expanslon joints. f,' l'so} a_T IC MEW am, PLAN 141i.i CEMENT CONCRETE CURB * PvBJ,lc W INSTALLATION AT Pao D: I]EDEPARTMENTENT CATCH BASJNS r *DA_ 2' HIGH EARTHBERM CHANNELING RUNOFF TO CB#43 COMPACT KEYWAY TO 95% MAXIMUM DRY DENSITY 2' HIGH EARTHBERM CHANNELING RUNOFF TO CB#3A COMPACT KEYWAY TO 95% MAXIMUM DRY DENSITY 1 RECORD DRAWINGS AS BUILT CB#43 AND CB#43 TYPE 2-48" W/BIRDCAGE l' THICK *ROCK LINING 2' AROUND BIRDCAGE C13#43 BYPASS COLLECTION E P0 28 1 /2" 12 7/8" 0[ o0 oQz a o© oiz 0�5 A1P ro 0�7 o❑a 3" 10" 28 1 /4" TYPE 2 (FRONT VIEW) O 13" GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI ® 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1/2" - 4 1/2" SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM 28 1/2"! -12 7/8" 3" 7 "X" 17" 12 5/8" �I 17" PEDESTAL »W,r »X„ "31" 12 5/8" 31" PEDESTAL TYPE 4 (FRONT VIEW) 16 17 5/8" rNotes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1118-E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion resistant components C 3) Parcel components prepared for U.S.P.S., provided "A» »D» 306P lock. A193. 68M (316) STAINLESS STEEL. 5' CLEAR WIDTH 2.00' »Y» 4-1/2" DIA. - ANCHOR BOLTS BUTYL RUBBER PAD 2.75 MATCH EXISTING CEMENT CONCRETE CURB GRADE IN PAVED AND GUTTER PERif STANDARDS a a 4 4 RODS ON 14" a9 d �2. 1 /2 d _. < O.C. MAXIMUM. EACH WAY 3.5' X 3.5' X 1.0' z 5" THICK CEMENT THICK MAILBOX FOUNDATION CONCRETE SIDEWALK PER STANDARDS OPTIONAL COMPACT GRAVEL OF CRUSHED STONE (OMIT SIDE VIEW 3" TYP, FIRM UNDISTURBED WHERE SOLID ROCK � � SOIL OR WELL OCCURS) COMPACTED SOIL UNIT TYPES TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 2 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 3 62 1/2" 45 9/16" 45" 62" 17' TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1/2" 10" 4" 9 5/8" 31 " 8 1/2" loll 4" 9 5/8" *ROCK LINING SHALL BE REASONABLY WELL GRADED AS FOLLOWS: MAXIMUM STONE SIZE: 12" MEDIAN STONE SIZE: 8" MINIMUM STONE SIZE: 2" CB#3A TYPE 1 W/BIRDCAGE GRATE / CB#3A BYPASS COLLECTION NOT TO SCALE REVISION *ROCK LINING SHALL BE REASONABLY WELL GRADED AS FOLLOWS: l' THICK *ROCK LINING MAXIMUM STONE SIZE: 12" 2' AROUND BIRDCAGE MEDIAN STONE SIZE: 8" MINIMUM STONE SIZE: 2" TJS 1/12/22 BJT suRm" : DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR FPPROVED: BJT SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. �SILf:3c1.". �3. TAB � Z y 423 p �- S 10, sS�oNA L 2/ 7/2 V G O V. Vi = L d% U1 7 O • Z3 pi t0 h. C C W C: � N M 0001N 1✓ Q i 0) i L0 a-7 N W U r Y r O O O 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LIJ C-)0)MM W O ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m FOREST TERRACE PLAT �BOO1C1 c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 SHEET: oF: Q v 35 89 I� m co 0 I 0 0 40> FRAME AND VANED GRATE 4', W. 12', OR 24' L ONE #3 BAR HOOP FOR 5' HEIGHT INCREMENT {$PACED EQUALLY). SEE NOTE I RECTANGULAR ADJUSTMENT SECTION i�b NO -S BAR EACH CORNER I #a BAR EACH SIDE #3 BAR EACH WAY -4 PRECAST BASE SECTION 43 BAR HOOP 93 BAR EACH CORNER 1B- MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Admtk PUBLIC WORKS DEPARTMENT I I I I N X CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE 0 AREA OF TNP- BASE SECTION MUST BE QMORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION N 0 U Q CD 00 N N CD N CD al E F- a) 0 0 QT Co 0 LD 00 / C71 N C C: N / D7 Ib i CD CD CD Do / (n U .O 0 > O 0 Q li! < Lq N PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDORPI-AIN 12, CONCRETE ALL METAL PIPE 16, CPSSP'- 12' STD -SPEC. 9-CE20 SOLID WALL PVC. STD. SPEC. 9-05.12{1.j 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 945SN9)), OR WIRE MESH HAVING A MINIMUM AREA OF 9-12SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. VARE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATVE TO THE REBAR SHOWN IN THE RECTANGULAR AfMLISTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAYBE USED. 2, THE KNOCKOUT DIAMET✓=R 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 OUT310E OF THE PIPE AFTER THE PIPE IS INSTALLED, FILLTI-E GAP WITH JOINTMORTAR IN ACCORDANCE WITH STANDARD SPECEFICATI ON 9-04.3 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE S FEET. 4. THE FRAME AND GRATE NWST BE INSTALLED WITH 7WE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE -OF 141:24V OR STEEPER S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST13ASE SECTION. 7. ALL PICKUP HOLES SHAH HE GROUTED FULL AFTER THE INLET HAS BEEN PLACED- USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATLGN 9-20.3(21• 8. ALL GRADE WIMus AND GASTIHG5 SHALL BE SET 1N MORTAR IN ACCORDANCE WITH STANDARD SPECIRCATION SA4.3 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. 1D. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. It. ALL MORTAR JOI NTS SHALL BE TRIMMED FLUSH AMC) REMAIN VISIBLE UPON COMPLETION. VNLE55 OTHERWISE NOTED, DRAWING IS NOT TU SG4LE MTSI STD. PLAN - 200.00 APPR ;1: CATCH BASIN TYPE 1 GAZ 9/28/2019 wx: wins •enonirxa DATE FRAME AND VANED GRATE SEE NOTE 4 ADJUSTMENT SECTION I I I 1 I I I I NOTES- 1. THE COVER OR QRATING OF A CATCH BASIN $HALL NOT BF ADJUSTED TO FINAL 13RADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DFTCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAIa BEEN ESTA841SHED. AND UNTIL PERMISSION THEREAFTER IS GIVEN BY Ti-IE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPVVA STANDARD SPECIFICATION 7-05.3. 2 SHIMS SHALL NOT BE USED TO SET FRAME TO GRACE. THE USE OF SHIMS IS PROHIBITED 3- A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT R INGS 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 BONG Oftx BOND 5 BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WFfH MORTAR. 6. MORTAR SHALL MEET THE 1RECVIREMENTS OF WSOOTIAPWA STANDARD SPECIFICATION 9414.3. 7- PLCK1 LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NOtt-SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 920.3{2y, 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 DETERMAED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. a PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT UNLESS DTHERWISr NDTF n, [1RAMrgU IS NRTTO SCALE (NT STD. PLAN - 202.00 PP4 , GAZ 9/28/2018 1 G Pdlc IAbl. l4dnr.:o rtu' U?.T t BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 4'MIN. 28' MAX. Jr RAAPD ad', 54'. 60'. 72'. 84'. 96". 12V OR 144" - 1S". FOR MAINTEKAMCE $ OR CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 2D4.DD RECTANGULAR OR C IRCULAR ADJUSTMENT SECTION {TWO SECT1014S LEAX. i - MORTAR, (TYPA SEE NOTE 5 FLAT SLAB TOP SEE NOTE 6. TY P. JPARATE NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY 8E SLOPEO 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 PEP£ AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH )DINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.1 5, ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3- B, WHEN CONNECTING TO A NEW PIPS USE A FLEXIBLE COHNECTOR (KOR.WSEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED ECUAL). 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. B. 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 487 4' 9, 361 S' 54" 4.5' B' 42' :T 60" 51 B' 4B' B' rr 6' S' 60" 12" 84' 81 12" 72" i2" 12" M' t2" 12D" W, 12' 99, T2" 144" 12" 12, ---- T2" PIPE ALLOWANCES CATCH BASIN PIPE: MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER c..cRETE ALL METAL CPSSP' SOLID WALL PVC, PROFILE WALL PVC, fie" iA" 30" 24' 30" 30, 54" 3U" 39, 31N 36" 36' 50" 36, 47" 36' 42' 42' 72" 42" 54^ 42" 48' 48" 64" 54" SU" 54" 4d" 46" K' w 72' 8LF' 48' 4B' 12� 66" 64" 5f1" 4$" A8- 144' TL1' 96" BW 4W 4$" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE {STD. SPEC. 9A5.20y 'STD. SPEC, 9-05 1211I 'STD, SPEC, 9-05. 12L21 UN LESS OTHER W ISF NOTED, BRA WING 15 NOT TO SC AL E (W51 STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT CaAZ 9/28/2018 1 I RECORD DRAWINGS AS BUILT Me REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: CURB CR CURB AND GUTTER MATCH TOP OF HOOD TOTOP OF CURB gTVP.} HOOD ISOMETRIC VIEW CATCH BASIN GRATECL 3" _ 7 SEE DETAIL BELOW t 1 - 34" {WIPE SIRES CATCH BASIN TYPE 1 + -41'" WIDE SIDE) - I CATCH BASIN TYPE 1l SEE NOTE 1 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4000 112, M 1 VrMIN L SAFETY BAR 1 DEBRIS GUARD {TYP 4' VANEOORATE FRAME HOLE OR SLOT FOR ATTACHING HOOD - 29' MIN 1' M IN. (fY?. i 20 1+A' 24 114" MINFl SSE NOTE A (-r P-) SEE NOTE 2 ITYP-) i:: TOP VIEW NOTES: THE INLET REQUIRES THE PRECAST CATCH BASIN TO HE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE QF THE PRECAST CATCH BASIN. 2, THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 314" ■ 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS ENALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS 4- FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACC EFT A 19W x - 11 NC + 2" ALLEFA HEAD CAP SCREW- LOCATION OF BOLT -DOWN HOLES VARIES AMONG DLFFERENT MANUFACTURERS SEE BOLT- DOWN DETAIL. 5. ONLY DUCTjLE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 264.20 AND 204.3D. R. THIS PLAN IS INTENDED TO SHDW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING- HEIGHT 4' MIN. TOP OF GRATE SEE NOTE a FRAME f DETAIL SECTION A VNLE55 MHE$WISE NOTED. BRAWING 15 NoT TU SCALE (Nit' 1 STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE R DEPARTMENT INSTALLATION GAZ 9/28/2018 1 ...... HATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 41 ,•%I�� Z 423 LF.��`���``� 2/ 7/2 V E O • ..ww YI L 7 O m C LLB c� c N M a' ON �a(.0 d1 N :3 C14 LO i Ln a-+' N W V L- Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q W U � LL 00 DATE- ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m FOREST TERRACE PLAT �8001' �Oo PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc W BELLEVUE, WA 98006 SHEET: 56 OF' � Q co 0 I 0 I I I I w N X 0 Z Q ai 0 U Q CD 00 N N CD N CD a� E N a 0 3 f\ I d7 r') 00 a1 N C C N / r') rb i CD CD CD CO / U .O 0 > O 0 Q ca < Lqa) E: L, 25 114' 29 114' 9OLT•DOWN HOLE (TYP.) -Wg", 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW FdV-11NCx2 I F RAti1E SECTION BOLT-ROWIn DETAIL SEE NOTE 2 241 f4- I Z SECTION A SEE DETAIL ISOMETRIC VIEW f 719" Imo_ I f % —•-I 118• l ff �314" �^ 1114' NOTES - I 1 1. THIS FRAME IS DESIGNED 70 ACCOMMODATE M' x 24" GRATES OR COVERS, 4 V1 i SEE STANDARD PLANS 2fl4.10. 2042fl, 204.39, ANID 2114A0. it 1 fvg• �r 2i BOLT -DOWN CAPABILITY 13 REQUIRED ON 1 ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 5,r8- FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS - THE FRAME SHALL ACCEPT THE SWA 1 NC x 2• ALLEN HEAD CAP SCREW BY 31_ BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF % SOLT-DOWN HOLES VARIES BY MANUFACTURER. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL DETAIL % REOUIREMENTS- UNI F5S ❑HIT Rw15F WrMQ, vRAWING 15 Nar Td WAFF (Nr5} STD. PLAN - 204.00 PUBLIC WORKS DEPARTMENT RECTANGULAR FRAME GAZ 9r28l201$ mugPJilc 4\1cw hdnlnirxar DATE 21" n 2 112" DIA, HOLE 20 A TOP ISOMETRIC I 1r2" BOLT -DOWN SLOT. I4" SEE DETAIL AND NOTE 1 i lll4- ' 1 I � � Sir I BOLT -DOWN SLAT DETAIL 4 3fd• 1 1t2' T 1 f T— {. R3T. SEE NOTE 2 SECTION A 5- 3 V2• W4- sra" d' DIA. HOLE R i l2" DIA. HAI4DL€ 1 if2' SECTION C PUBLIC WORKS DEPARTMENT SEE NOTE 1 PNr,SEENOTE 2 SECTION B NOTES- 1- BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, WHAW$. AND COVERS, UNLESS OTHERWISE SKI' IFIW. PROVIDE 1Y40 HOLES IN THE F RAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOT2, THE FRAME SHALL ACGEPTTHE N18"-11 NC x T ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPiROvE6 MECHANISM. LOCATION OF 9OLT-00-WN HOLES VARIES BY MANUFACTURER. 2, ALTERNIATIVE REINFORCING [DESIGNS AREACCEFTABLE IN LIEU OF THE RIB DESIGN. S. REFER TO STANDARD SPECIFICATION M5 15421 FOR ADDITIONAL REQUIREMENTS. 4- VOR FRAME DETAILS, BEE CITY OF RENTGm STANDARD PLAN PD4.011. UKIES5 DTHERWI5E NOTED, EPRAWING 15 N91 TO SEALE (WSI Sid. PLAN - 204.10 RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 1 r-i:icuunnrrssirxa 4ATk BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID; SEECF5B6-602A-4E4A-6436-A317AA638878 C� FLO W F OYNP DIFTPALL T8 51REAM N4 POLLUTANTS BOLT -DOWN SLOT SEE DETAIL AND NOTE 1 TOP 3'8" RECESSED LETTERING f � ��tiry ISOMETRIC 24` 4 EQUAL SPACES - 4 EQUAL SPACES —1 1 1 5f5' MAk. J SECTION A I I4" t trd" Ar 5f9' I �I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION 8 NOTES: T BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS. CTHERWtS€ SPECIFIED. PROVIDE TWp HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5W.11 INC x 2` ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANJSM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3 USE ONLY IN SAGS ON VERTICAL CURVES, 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.99- UNLESS bTMERw15L N4TEa, DRAWING IS NpYTo $BALE (WSJ S'I'd. PLAN - 204.30 PUBLIC WORKS RECTANGULAR 81-DIRECTIONAL FROM): ❑EPARTMENT VANED GRATE GAZ 9/28/201$ I ul. aw.ax,,,,;ur �nrr 1 RECORD DRAWINGS AS BUILT Me REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT :45 AN SCALE: DQcuSign Envelope ID. 6EECF5B6-602A-4E4A-8436-A317AA638878 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I BOLT-POWN SLOT, 1 1f2- SEE DETAIL AND NOTE 1 ► 314" 1 1Id' A ow 1 �I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 24" 7 R 8 EQUAL SPACES j DIRECTION OF FLOW 1 1 51& MAX. J T 5 5 s- 2P 5' 3. 5- 5 SECTION 8 NOTES: i. BOLT -DOWN CAPA91LrTY IS REq UIRED ON ALL FRAMES. Gi RATES. AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERI ICALLY ALIGNED WITH THE GRATE OR LAVER SLOTS. THE FRAME SHALL ACCEPT THE 5W.1I HC x 2" ALLEN HEAD CAP SCREW BY WONG TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF B01,T-DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-45 15(2) FOR ADDITIONAL REQUIREMENTS 1 FOR FRAME DETAILS, 5EESTANGARD PLAN 24A.O0. UNLESS DtFIf' VASF kOTFo, DRAWING iS NoY TD S[ALr (NPR} STD. PLAN - 204.20 PUBLIC WORKS rGdAZ DEPARTMENT RECTANGULAR VANED GRATE 9/28/2018 [ VERTICAL NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M CITY OF 1;R) RENTON Nksgv Planning/Building/Public Works Dept. :45 AN z 14�1423 ���I STF.��`���``� S/DNA L 2/ 7/2 V G C O � =V 7 •� O m C Lu c � N M � C aO0ON t 14 L0 i L0 a-7 N L0W /c�v rO, V � r Y N COMPLIANCE WITH CITY OF RENTON STANDARDS Q W U � �C co ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m FOREST TERRACE PLAT �8001' c~OO P U L T E GROUP , I N C DRAWING NO: LJ.J 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: 0P C:) v 37 89 11 m 00 0 I 0 I 0 w I I I I w aJ X C> Z Q N 0 U Q CD 00 N N CD N 1-1 CD \\ N E N a 0 00 I 00 aT aD c c aD Ufl rn 00 i CD CD CD Do / U .O 0 O 0 Q lil < Lq(D a L� 112" LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120° APART ON 20 1116' DIAL H.C. RENTO DRAIN (1) VDIA. PLCKHOLE PLAN VIEW li(vLETTERING 25- DIA 314" 11,74 2 112" s 3m" fryll.I COVER SECTION VIEW COVER BOTTOM VIEW (3)9LT SOC. (ALLEN HEAD) sar-11 n 1.6 SS RUBBER WASHER EON BOLTING DETAIL 25 v2' DLA. 25 124" DIA. TAR DIA. NEOPRENE GASKET 1l4' 1 111&" �1 D" 6' 1f8^ a1+s" 23 ZW DIA. CL OPEN GASKET GROOVE DETAIL 27 5116" DIA 34 10 DIA. FRAME SECTION VIEW NOTES: 1, ALL COVERS SHALL HE LOCKING LID PER EJ No, 3717CI OR APPROVED ECUAL UKIESS OTHERWISE NOTED, DRAWING 15 NOTTQ SCALE MI STD. PLAN - 204.50 V • PUBLIC WORKS STORM ROUND FRAME AND COVER PP Z 912812018 I ❑EPARTMENT Iwir VAvrA.11nlr,[ir�e� �:4 r I LOT LINE TYP, 6" DIA MIN. ROOF DRAIN 5' MIN- STU9 WITH CLEANOUT ITYP.} (TyP } HOUSE(TYP.) I I r 3 MIN. I - PRIVATE TYPE I CATCH BASIN I I - PRIVATE ROOF DRAIN COLLECTOR PIPE: V DIA MIN.. 0.5 % MIN SLOPE, 2 FT MIN COVER I I PRIVATE.IO NT SD 5D SO SD UTILITY EASEMENT CURB, SIDEWALK CL7Y STORM DRAIN (SDI SYSTEM 5'MIN• WIDTH R.O.W.I. LINE PRIVATE STDRM DRAIN (SO) SYSTEM. A" MIN. DOA, PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO C rV CATCH BASIN ICB), MIN- SIZE TYP>; I CLEANOUT. TYR AT EVERY 90', OR 2ND 45' BEND. AND AT 100' MAX. SPACINGOJ STRAIGHT SECTIONS NOTES-- 1 . SEE STD. PLANS 22)0-OC AND 220.10 FDR PIPE MATERIALS AND MINIMUM COVER REQU[REMENTS. 2 THE ROOF AND FOOTING DRAFN SYSTEMS ARE PRIVATELY MAINTAINED. S. FLOW ,PATTERN SHOULD BE TO THE NEAREST CB IF ORAOE AU CWS, OR TO THE NEXT DOWNSTREAM CR. 4 ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 2F YEAR PEAK FLOW. 5. PVC PYPE MUST BE SOR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM 03034 9. PVC PTPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTE P, DRAWING 15 NOT Tff SCALE INTSf STD. PLAN - 225.150 URPUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR D DEPARTMENT GAZ 9/28/2018 COLLECTION SYSTEM NkovRout wonr aelnin,n.0 imrE ASBUILT ROAD DRAINAGE NOTES + DETAILS OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES: r� 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HOPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICXNESS. 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. 4, CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FiNISHFD TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH- 6. VARIES 12 INCHES OR 18 INCHES. 7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. 8. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES R/W PLAN VIEW STRFFT CATCH BASIN PLANTER STRIP SIDEWALK YARD VRAiN WITH SOLID DISC COVER r TYPICAL LOT PLACEMENT YARD DRAIN CONNECTIONS NOT TO SCALE �•'-di 'MIN � + Yr.��i�i. itF CLEANGIf'f. TYP. y 'L�Si.: ydT CAP. AND WHERE F CLEANOUT IS IN PAVEMENT; IRON RING 4 COVER PER IFCO 92ST �r - li OR EQUIVALENT �.r•.''IJ CATCH BASIN -AREA DRAIN TEE • y'''�J PROPERTY LINE L7 r' T ° r `.'N . - - 46^ SEND m PERMANENT CAP OR CONNECT PIPF; PRIVATE. JR(NT 11.9E UTILITY EA9EhIENV 1 IL45, WYE . _ TEE, CR068. OR 45" MJYE AT BENDS CLEAN -OUT WITH - PERMANENT CAP CLEAIWOLFT DETAIL CATCH BASIN - AREA DRAIN SECTION A -A ALIGN PIPE TOPS, OR PLACE ROOF DAMN HIGHER. I MIN. VARIES 3 z'. CO, " R crJLLECTusi LINE TEMPORARY CAPON END OF ROOF DRAIN STll6- / MARKED BY 2"x4' STAKE PLACE CLEANOUT AT 3W MAX -SPACE, AT GO- BENDS. _{f EACH 2ND 45" BEND, SECTION W PIPE IF NOTE m1N. PIPE Stu 6"0 PIPE MATERIALS ALLOWED; PVC, LINED CPE, TRIPLE WALL POLYETHYLENE. DI (IF NEEDED FOR STRENGTH)- �u�r..rc� w�la{.c Y' TYPICAL. PRIVATE ROOF DRAIN STD. PLLN - 225,10 • 1 «. + DEPARTMENT COLLECTION SYSTEM t CROSS SECTION MARCH 2DOB BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT 10"s REVISION ELEVATION VIEW STUB OUT FOR ROOF AND FOOTING DRAIN CONNECTIONS (TYP) LSEE NOTE 8I I I ISFE NOTE 8) 19 LP9F PnVkP DRIVEWAY REQUIRED 31r E%PAM310N JOINT [TYP.1 CEMENT ISEESTO PLwJ 102) CONCRETE sIDEwALIc 6 � SEE NOTES CLEARED AND STRIPPED NATIVE GROUND STRUCTURAL FILL _ _- (SEE NOTE 1) =---- `�r 2 Jr` 1 V ffr� � I1 EXISTING f 1 SLOPE TOE ff TYPiCAL SLOPE BENCH {SEE NOTE 3} TOE OF NEW f F FILL EMBANKMENT Y� � r �• 2' (MIN.} rf 1 1KEYWAY DRAIN 6' {MIN-} {SEE NOTE 2} KEYWAY L .� g LL m 7RUCT11111 JOlorr SI. "..I GE1 -NT CONCRETE RAMP YlITH 1241.1:.�1..Y EL DRIVEWAY CURB &GUTTER SLOPE [, if.} AFPFiOATaI (SEE NOTE3) M"CONTRACTION JOINT ffYP.) ISEE STEK FLA tD'11 PLAN VIEW SIDEWALK ° REMAIN AT ACOfJ46YENT �DFE WITH ApJArLEDTFSIDEYAIJX, PRpIgDEOTIIAT n�MA7L.CRQ88 VARIFS SLOPE ON THE DRIVEWAY APPRLWCH IS NOT E7fGEECFL [SEE NOTE lop OTHERWISE, SLCM SHALL BE 8.3%MAK SEE N01E 8 Mr' 4'CRV$HEO SUFACEINGTOP ESE WhGN nYP) C TCONCRETE {c,8TC) CCUPAGTI� TO95% MOPEFIED b'tAIN SIDEWALK PROCTOR SONLESS RC-0NRBMENT 3w urANSION JOINTITYP.1 WALYED BY EHGINFER) TYPICAL RIDER (�$TV. PLAN IM ALL PR11'EWAY LiNTTL1NCE DEPRESSED CURB 8 G EH^ [SEE ROTE 3) SECTION 1 D'RFT 1 9EDEWAKw10t. ift. D�FERENt IN SLOPE II0.L DRIVEWAYW! Tlvr SCONE(SLOPE SHOWN EXAGOERATM5 *.5X DRN AY 6"NIN crxn. OR 4 A DRIVEWAY VJr IIEaATTVE '� .•Ja r 3E ON { 6 ] NEC7ATIVE SLOPE (SLO �l %4MYN EXAGGERATEDI CEMENT CONCRETE SIDEWALK F * PUBLIC WORKS DEPARTMENT TJS 1/12/22 BJT suRVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BJT CEMENT CONC=E CURB & GU17ER (SEE NDTE 31 TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE RIB SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M NOT TO SCALE MOTES: 1) STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF ASTM D 698 MAXIMUM DRY DENSITY VALUE, 2} DRAINS SHALL CONSIST OF 6" DIA. PERFORATED PVC PIPE ENVELOPED IN 1 cU ft Or 34' WASHED GRAVEL• DETAIN PIPE SHALL BE DIRECTED 7Q THE STORM DRAIN SYSTEM OR APPROVED POINT OF DISCHARGE. 3) ADDITIONAL BENCHES AND BENCH DRAINS MAY BE REQUIRED BASED ON FIELD EVALUATION BY THE GECITECHNICAL ENGINEER. 4) WHEN FILLING ON EXISTING SLOPE GREATER THAN 20% Terra TYPICAL SLOPE KEY AND BENCH DETAIL VANDERMAY Associates, Inc. RENTON, VVASHINGTOIN Consultants In Geotechnt-01 Engineering Geology and Pro' No. T-7677 Date: JULY 2017 Figure 3 Environmental Earth Sciences { � FOR NOTES STD. PLAN 104.2 STD. PLAN - 104.3 APPROVED: DATE CITY OF PRI RENTON Planning/Building/Public Works Dept. 3.TALf� G' Z y 4 423 p �- F0, ,�� S T NA L V E V W � � • O/� L/ Z C Lu cN c N M a' 5N -0 a) Q L0 M i O L0 a-7 N N m U r a, Y �'t �SILf:3cI:? 10- E1000" H Itzi- N r CD C) CD I r- Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J LLJ Q0 U co 00 ASBUILT ROAD DRAINAGE NOTES + DETAILS DA2/7/2022 m FOREST TERRACE PLAT FBOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 = (w, BELLEVUE, WA 98006 SHEET: oR: CD v 38 89 I� m Q Iy LIJ Q LIJ LIJ O LL_ ail O U Q O 00 N N O N CD \\ (D S_ N a 0 at 3 0) I iT r7 00 Qt N c c (D 0) r10 00 i CD CD CD 00 .-r U .O 0 O 0 Lq a) a i.L RAISED EDGE DETAIL r 8 S DEWALK LE1nY 1YL' EXrF_N050EYYALKTRANSVERSE 1a•{iN}PREMOLDEL 1YY flNl R JOINTS TO INC4ODE ft46E0 EDGE TYPICAL WHERE APF 20% � ROU IfIG .� 1 117(81) R fTYp) PDR CURB DETAILS t '•e • ; Ik7h ME STD PLAN lot A 1"hN)R ;h.• sN • •fir-----Ti- ix1 •. CRUSHEDRO CK s. BEE RAISED I -WI DETAIL -TTAe0 TW7C.Y uNDER LIC � hhN SIDEWALK NTH RAISED EDGE 117 I INI R. r".) CRLAS?" SLAWACING lm COARSE MCI OMPACT TO 95X 4A MFIED PROrrog (UN.EZ6RECIUMMIEWWARVEDBY ENGINEFRi TYPICAL l)NQER ALL GARB, GUTTER d EIDETMAi1L CSTC UNDEIC C!-'{f 2.0% 1 ty Ole A Ttp+ FORCURB DLTAILB SLL STD PLAN 1tl1 • ,� r•: -� CDRa AGuTrER TO BE C'THICK1403SOR MATCH EX16TING ROAMAYC91MMM ROCK HALE, V"CHEVER IS GREATM fl P FOR ALL CURB LGLrrtFRi 1 FINrBHED GRMF 1' [ BELOW TOP OF EDYCRETE 9Iµ]N{7FACE ADJACENT TO CURB MIN 1' Cr 1 0' RCtI DING lr( 11NL R sw-1 -? ' 1 1 FOR CURB BEE STO PLJW 10B 6R7DCIE OR PFt1E8TRNN 9_ta "' � '• • ' RAILR46 �tT" e ADJACfRTr - ISAMER aEE D FOR CURB DETAILS SIFWALlt SEE STD FLAN IDI (1EEP FIll $� OPES). COIdT19A•CT PLAN$ T-WAI-L OR WMIER I 12• jIN)R. nYP.I +/� 7 I SIDEWALK FLUSH 151E ' lfr NQ FL VERTICAL WALL- •�•• ' SEE DC -SAIL •� ■• A'S <INl PREMCLDIFD JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL FOR TTIM ITEATNEM SIpEwAIJ{ AUFFLR aTFaP BiDEWNa[ ADJACENT TO WALL PkTA1L SIDEWALK IEEE NOTE VD} SECTIO44 Irr 0Zit� 1 � � () FOR CURBOETAILS 7.dX kiN� SEE BSfl PLIW 101 � ' '•! J $ROOMED RN4K 1... OR MATCH M571NG ,,I / <' WILE, SMDDTH f r TROWEIZD PERIMETER FINISHED tlRAi7E 1- ((IN} BElflN' 117iP OF IP PAVED CONCRETE SuirFACE FOR PIANTIf10-:LII$H Q• / ` .. tG, rj'•� ¢I CSMLW CONCRETE CURB ADJACENT TO BUFFER STRIP lCVPtSANDGUrTER FOR eURB oETAILs tLklo�a 9EE f3TO PLAN 191 J r• NOTf5 1 `�:.,;(- � VCT41µ• T, FDMr Wl of the aoewatk Width shag L'+JI be the minkllum pedelstrian 8CCeMNS 01atn ; '. irea of varl],* and= hOrLZMtl41 0b6trUCb6n9. Gr-almgs, Access Covers.Juncbon Baxoa. CaOIe Vaults, Pull BDX08 and oltw upvunenanoes wkthe e sldewWk muel be hush with surface, and nl6tcif grade of the sklewa Ik. .�. Min Kluc Cement Convert: orb Ind Sidewalk Is nor pefmlTted in new Per other fefeirerlced NOTES See ❑LlrlsliuctIon. Wban rrt0gCe grit work STID PLAN 1042- 110L* ikatesa MonolmlllcttYrtr m concrete Curb bdlld per WSOOT Standard Plan F-30.10-03 PaVW surfaces must CCMPly With 3. Concrete In W A.DW PSI. STD PLAN 102.1 as 13pg(iCab4e. II _ - Po"TRACTa7N JOINT WSIDEWALK ONLY F • '+tyy' 1 `.Y r FILL-0EFTN PGPNLSgNJOiNT W BOTH E CkM AND SIDEWA,Lk (TEE ST7fuaN IbLd ys' C CONTRACTION JOINT JOINT AMD FINISH OETNL PRE JONT Fllii31 E FULL•3FM EXPANSION JOINT qTn Am no felPUBLIC WORKS � CEMENT CONCRETE DEPARTMENT mniFwsm iw 11�. •- 17I ' r _ A... �r{,ytly « U 4t:J. I e'1.- H A� a 7C c1J YSTIL G� c tr243o-0 1 FON PC6i 061ALLABN WTAil,S -n to r/1 rn M 0 a-1i y4y "U�1a = yC4ll Ci+� d 40 i rim Cn W (A �L CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT DEPRESSED MONOLITHIC CONCRETE CURB 8 GUTTER SIDEWALK (SEE DETAIL THIS SHEET) y TYPE C2B - ISOMETRIC ViEW (COMMERCIAL, WITH BUFFER) FACE OF CURB SEEQSEE DEPRESSED CURB DETAII. CONTRACTION JOINT 6lr1' ON THIS SHEET 1, WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCTA STD PION 1132 5 ire t" FULL DEPTH EXPANSION JOINT WITH 3f8" JOINT FILLER Fit"R. TOP OF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 1U2). ROADWAY CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN .- . DRIVEWAY WIDTHS EXCEED 30'. 4 • - a. 2. SEE STD. PLAN 1012 FOR SIDEWALK DETAILS. u _" q w 3. CURB AND GUTTER SHOWN, OTHER CURB DESIGNS MAY BE SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS. s" r-a" 4. STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) NOTE DRIVEWAY LONCITUDINAL FxPANSION TITLE IV DEVELOPMENT REGULATIONS JOINTS SHALL BE FULLDEPTII CHAPTER 6 STREET AND UTILITY STANDARDS DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL SECTION 4-r060 STREET STANDARDS DRIVEWAY STANDARDS = RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-4-080 PARKING. LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB 1" 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X' ALL ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL SIDE. ' 1 R. UTTERSURFACE • o- 6. FIXED OBJECTS INCLUDING STREET TREES AND STREET P}, v LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 1" R FEET FROM THE DRIVEWAY EDGE. 7. FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE p9 c n NOTE 10), THE EXPANSION JOINTS (SEE STD. PLAN 102) ' SHALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESSED CURB DETAIL ISOMETRIC VIEW. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS .0, SLOPE$ SHALL COMPLY WITH THE REVISED DRAFT Driveway Example: TYPE C1 B GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY 1 26, 2011 R--ReSldei11la1, C=Commercial Jj Nu mbef of Lanes, 9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE (MAX=4 Lane Commercial) APPROVED ON A CASE -BY -CASE BASIS- B-Buffer {Planting Strip), Blank -No Buffer CEMENT CONCRETE DRIVEWAY STD PLAN - 104.2 PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPROVED: + * ` DEPARTMENT DATE TYPICAL INSTALLATIM "BAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE MIN, Ti GALVANI(EL} BOLT NTH GALVANIZED +MASKERST SQUARE METAL POST a T P .UF AN H R ~ � LOWER 5OUAR TUaE) C] L Cy i rr FINISHED W G DUN LINE -O - a� 7 ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FiiiF-Filwt r�slaEil i YrrlFy i s0 (1 i 4 -0.3 INCH WXMN 1J' SIR • 1ST ■ 11L1[Lyyulj NOTES I. SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3- BORDER, DOUBLE SIDED- 2. SIGN BLADE SHALL BE 8• EXTRUDED ALUMINUM. TREATS(). 0 OW GAUGE, 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED ECIUAL 4. LETMRING SHALL 13E CUR FROM 3M ELEGTROCII"T (EC) FILM SERIES 1170 OR APPROVED EQUAL- S. FONT SMALL BE FHWA C20DOFX UPPER AND LCpWER CASE PER SECTION 2D,43 OF THE kU.T.GJD. fi. POST SHALL BE MINIMUM OF 2)tr SOUARE TUBE. SEE STANDARD DETAIL GOU8.3 FOR INSTALLATION DETAILS, NOTES 1. D(MENSLONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN- BASE CONNECTIONS ARE PATENTED, MANUFACTURED iaRODUCTS THAT ARE IN COMPLIANCE NTH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARF ASSEMBLED. 2, A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST W17H A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANIS- 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REOUIREMEN7S OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSOOT STANDARD SPECIFiCATIONS 9 06 AND 9-28. EDGE 05 TRAVELED ROADWAY 90 3Q'v- ) FOR REFLECTORIZED SIGNS: MOUNT FACING 3'(degr-ee) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION a e a • a SIGN POST °■ n e a d a q i LOWER SIGN 5/16" QNj CORNER BOLT POST SUPPORT O8Fi"NL5/8" (IN) HANGED SHOVLOE+� S&F` W111i NU T AND WASHERS -- 2 REQUIRED (TYP•) BOLT STOP atoll POST TYPE ST-4 SION SUPPORT LOWER SIGN POST SUPPORT - 2.25" 6 11 HEAVY-DUTY ANCHORP CALV AM. COMMERCIAL CONCRETE MOUNITINO ON MIETAL POST SIGN MOUNTING ON SINGLE STD- PLAN- 129 PUBLIC WORKS METAL E COST APPROVED; cs DEPARTMENT 16 DATE IRECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 NO. REVISION B' Min. Low Permeabe Sri Keysbre Cep Uri 8• Mru Low Permeable Sri Keystone Cep Unh Concrete Cc�r Sew Cut Unhs b Fh 8' Mn. Low Permeable Sri Keystone Cep Unk __� _ IM aPPlcetiel Whhh irr tPhle LControl uJa� - Keystone Standard Unh Keystme Sunda, ' • Keystnne Standard Unh cw,trol Jolm Cm unh Rolnbrcrea Sri 24' UAL'"Ina F1 24' - Unh DraeF Rdniorced SoN Geo -'� (314'Crusiead Retllrec[ Gdd (314'Crushetl E g 9dd �• -7 RxN w Sore) i ASauntl Stpe Rock ar Slone) Geotexlle 1 Fabric _� - - - - - - HWL Ragdro - --Concrete Cellar l' Above HWL G APWDAmate /:� Apprmdmau J" -/ SPIP. IfAPpkde au a Urnils cl Wei Toe Prmecdon N,M LIAM d Excavadw Storm Drain `Scour Protedbn Regare0 Ex atlon Grid Depth Pipe / as FWsred = Remined Sol Fldsned Grade RelaMed Sal Grade Ud[ Drainage FIN -. ` - - � - `Gemezdlo I - Drainage Tle - - � Scour Proleclon as RequMi _ - - (314' Crushed �.. Fabric L When See Conadons Use RIP Rap or Gmcm*Slab Note' Rock or SimeJ Unrolnf.'Cwd COnctwe ReQdre Unrdnh)roetl Cwlaeee In Outlet Afea For pipes krrgertMn24'acancrete 1'Mn. inkknoss Unrolnlwced Concrete Gewesdle FAWk or Crushed Slone Foundation Sri w Crushed St - Faunnadon sell ZIl r may be cast around PIP. fw Concrete Col w Crushed Sore Leveling Peel L�,etrg Ped ease or wnsvuneon and appearance. If APPllcable Le 1W Peel Typical Reinforced Water Wall Section Wall Section with Pipe in Reinforced Zone Typical Pipe Outlet Detail Typical Pipe Outlet Section Standard Unh-Near Vwtidl Setback Standard Unk-Near V.dCal Setback Standaro Unh-New Vedcal Setback G a• tMne eagdd I Stun" Posiln Center of StAndaro Uat Vdd Beckfll or Caterer" Post In Pia® 3 Mn Note: _ Conaele ti1kW tube or form to be set during me .vat wmt-mlon, rot drilled through geogrld ahenvml•. ,vnen 11r 4, -hind unNs. _ '- IGaha,lc,;a •' -'- - SWd Fcn wRalling Noo-Shrhk Grout Post in PbW Steel Fence ' p � or Rafg - I� Concrete Filled Tube or Form 8• ax. Max N,t anu y<� --' a- -y • 5 'JI. "(aN � sH Keystone d' Cep Uri Siv KeyMbn4' Cep Uh •• / Key.W4- CepUnh 3�a'c7o' ita I„:roc Lon9 anite •d - i •' Lnu ' "T K".t- � Key,t K soe S"ndArd CO Pan o C Dec Unl •Q Unh} a. Unh GeOgM Backm or Carka'ete `- Geagrtl L Concrete Filled Tube or `Geogdd g" Form 8' o.c. Max. W_ Fence Plan Detail Fence SecdonDe tail Fence Plan Detail Fence SecdonDetai Fence Plan Detail Fence Secdon & Plan Detail _• _. _._•.••� _••• _ Stanaard Unh-1'So MwA Compac Unit- Near Vertical Seback CMD-11 Uolt- Near Vertical SnIb k Keystone Compac UrLI Wall Plan at Pier I Manhole Note Compac uat Note: d' Mln, 1' (Min.! t' (MIn.) 1.) Corner units w111 need b be cut bake fw each 1, Auger through 9e 94d ! ryMm Flee, Fab* coutse to malnlaln proper batter and allgm L 5' Lap Z. BacMl w concrete gtwrdrAl post In place, ' T Mln. Steel F Relkg Concrete w Gress Dralrutge S•r.nll •r 2.) Sacura comer whh Keyalane Kapsed adeadve or whist bonding agent. or by drilling pin holes *Concrete coping t0 be a' high in carder whh 19' Keystone Int ercept e I FII -' In Bath ad olnl u+dl. par MotdreMege sklpa Compac Il- 2B' / Unh Keystone , Pelrteeade sal 3' I Keystone UnR 3.) Pll geogdd relfiorcemertte.•ery abler course from the topdawn C.I.P. Concrete Coping Design Googrld Level J a'IVarlesl unh Cap U41 GuardrailPas,- / I I Expanslon Material whh Concrete Refa nlrg Wei 'a- ?A-Cfue 3r4-Galvarized CTB &rr FA (3+d' Crushed Rock w Store) �• Concrete iBy Others) r-1- Ca Corner Blocks b Pll - V ITyp.) 2 Plasth Filter Fabric 1' (Min, Flnlahed Grade (Varlos) - Keystone Compac Unhs 4' GalvanDed Floe Ge dtl-Wrap og Geo9dd Me b n - R ,Parapet wall only) Relnrorced Sri Around pipe and 8- , Return to Wall - j1_ V (Min.) / - 8acktll Ol Cannero i .•moo .'moo .A o o'�b Cmereee Ledge Faaling Keystone Standard Uric Concrete Plat Unit Dralmge Fill (3+4' (Male Wall Only) Ke stone SUMard Unit -� Y IG(e stone Com ec Uri Y P Keysbnn Unh Crushed Rock or Same) Wall Section at Pier / Manhole Compac Unh-Near Ve-tical Satbw:k Typical Guardrail Detail Drainage Swale Detail Connection Details Parapet End Detail Copy,lghl 2003 KoystonO RdAlIrg WA Sywl Standard Uolt- Near Venlwl Setback Shave Cgmpac Unh- Naar Vardcal Setbck Sham Compac Unit -Shorn NearVenk.1SwbAkSh- 0.1p is rorlmcrnnl M.Nillyot 1W KEYSTONE wail StruCturt: LA, [Jtt A y„- _., Re•Ai - By I)esl3nna aY: Title-_ Dina .,Wbihly, inrlwN but nathaimd b four mian and elope matiy is tre RKM Conceptual Details ra .-Mte yofthOwwer- Thedeagone nisbdanthen4sump1l nNuuthe mat.dak whhin Nee leUir d meee. melhode ofmretmcfan. and qualify or Chuckod By.Pmjerl: PmFd No: maleiib Cmtorrn 10 KEYSTONE's 9petacadon for INS pmjecL rr+Tnptc~t'.I'=r:r CDM Keystone Retaining Wall Systems rNe dradng a being furasned for thLa aper.Rc Pmlecl odY• AM Party accepingthls docurrgnl ones ao In conllgencc aw agrroa lhaslshPl nail be 4444 Wyam Sbeet T ical Wall Details yf omwing rim duplicated in whole ar in panw dut adwed b often withoIne careem of n, UK 1Ainne.P.W. tAN 55435 ay9onc Reuloing wall Systems. Im: 952.8911040 RAISED GUARDRAIL BLOCK 16d ANTI -ROTATION NAIL SEE NOTE 3 FACE OF GUARDRAIL FIELD DRILL NEW 314' (IN) HOLE FOR 518" (IN) BUTTON HEAD BOLT +II EXISTING GUARURAIL j' POST I 1 I I I I 1 I HMA OVERLAY t 1 w I I I t ' t I I I 1 I t TJS 1/12/22 BJT suRVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT RAISING BEAM GUARDRAIL DETAIL SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1 HORIZONTAL* WA 1991 DATU M NOTES T When required by the Contract a Snow Load Post Washer shall be used on the backside of the post (in lieu of the 1 3/4' (in) Post Bolt Washer) and a Snow Load Rae Washer shall be placed on the face side of Beam Guardrail Types 1 and 2 Snow Load Rail Washers shall not be instailed on terminals 2 Rail Washers, also called "Snow Load Rail Washefs", are not required on new installation, except as called for in Note 1 Unnecessary Rail washers need not be removed from exist- ing installations except those on posts 2 through 8 of a BCT vistallabon shall be removed 3 Timber blocks shall be toe nailed to the post with a 16d gal- vanized nail to prevent block rotation 4 For post and block details, see Standard Plan C-1b. 5 Existing posts shall not be raised Replace posts as necessary to achieve required guardra-1 height 6 Holes shall be located on approaching traffic side of web 94 RAISING BEAM GUARDRAIL DETAIL STANDARD PLAN C4 SHEET 1 OF i SHEET APPROVED FOR PUBLICATION _ hunk cfal6vkrcivtrR W..h1m elan $by Dayan..rnr .1 Trwwpn r- ■ CITY OF ,RiRENTON Nksa Planning/Building/Public Works Dept. F.TALf�� ��� o z y 423 p �� S T'L NA L J E V .. wwry YI L -C a. N C W C � N M i a00N a-+ -0 C d1 Q� N M �: lrll v1 tl- LJ0 L0 a-' N /M W O U 00 W SE N "t 1- r- W O O O I M W r lZ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LUJ U co 00 ASBUILT ROAD DRAINAGE NOTES + DETAILS DA2/7/2022 m FOREST TERRACE PLAT �aDOK: c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 Iz (w, BELLEVUE, WA 98006 SHEET: oF: Q v L,L m 00 "::T I 0 0 I I I I N X 0 Z Q 0) O U in Q O 00 N N O N \ O 0J E 0) O l� O I ro Co tT QO CIO / i O O O Co / U .O 0 / > O 0 Q li! < NOTES 4 - o' MIN - »- t D MIN ` A 1. Provide a separate Guth Ramp for Bath marked or unmarked crosswalk. SEE CONTRACT PLANS SEE CONTRACT PLANS Cush Ramp location mall be placed whnlo the width of the associated PEDESTRIAN CLHRB - FEE STANDARD JOINT P ] PEDESTRIAN CURB - liar EXPANSION JOINT {rvP.j - _ (TY' � � � SEE NOTE 9 crosswalk. or a8 shown in IFig Contract Plans. SEE STANDARD PLAN F.D-10 1 LANDING _ SEE NOTE 9 SEE 87AHDARD PLAN F-$Q.70 LARDING ' � 1� 2. Where "GRADE BREAK" LS called out. dlE entire length of The grade f J break between the two adjacent surface planes shelf be Rush age '13 , SIDEWALK ��F 3 Od not place Gratings. Junction Boxes, Access Covers. or other appurte- CURB AND GUTTER r S VVVV l - - " J nances in front of the Curb Ramp or on any part of the Curb Ramp or i� SIDEWALK •� V landing. N y L N j 3 R d See Canlrau Plana for the curb design specified. See Standard Plan ____ CURB GUTTER F-T 0.12 for Curb, Curb and Gutter Depressed Curb and Gunter, and SEE CONTRACT PLANS r - �~ CURB RAMP CURB RAMP ' DETECTABLE WARNING SURFACE - Pedestrian Curb dBtails. CURB RAMP ` DETECTABLE WARNING SURFACE - 4' • J' MIN. {TYP f - SEE STANDARD PLAN F-4s.10 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details FACE OF CURB SEE STANDARD PLAN F/5.10 SEE CONTRACT PLANS See Contract Plans for width and placement of sidewalk. - DEPRESSED CURB d GUTTER FACE OF CURB ` DEPRESSEO CURS S GUTTER 6 The Bid Item -Cement Concrete Curb Ramp Type -" does not include CROSSWALK [:HDSS'VWALK the adjacent Curb. Curb and Guitar, Depressed Curb and Gunter. P9dastnan Curb, Or Sidewalks. a7 The Curb Ramp maximum running slope shag not require the ramp length W PLAN VIEW DETECTABLE VAR NI NG 5URFACE - PLAN VIEW to exceed 15 feet to avoid chasing the slope indeHnitaly when rarriactrng LL TYPE PARALLEL A SEE STANDARD PLAN P�5.10 TYPE PARALLEL B to steep grades. When applying the 15-foul max. langth, the running slope 4' -Or MIN. of the curb ramp shall be as flat as feasible. SEE CONTRACT PLAYS - GRADE BREAK B Curb Ramp, Landing, and Flares shall receive broom finish $ea Standard ° Specifications a-14. l 2 D1L rAAX COLNITfR E - TOP OF 9 Pedestrian Curb may be omittad if She ground surface at the back of the 1 NOADWAY Curb Ramp andlar larding will he a[ the same elevation as the Curb - Ramp or Landing and there will be no matenal to retain. CEMENT CONCRETE PEDESTRIAN f� LANDING DS PRESSED CURB R GUTTER - CURB - SEE NOTE a SEE STANDARD PLAN F-10.12 AND NOTE a SECTION A 15 • P fIA%. a'. D' LOIN. SEE NOTE 7 SEE CONTRACT PANG LEGEND SIDEWALK SLOPE IN EITHER DIRECTION 15.0" MAX t•ff MIN 16'-4' MAX GRADE SPEAK SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK GRADE DREAK GRADE BREAK 2-G%MAX SIDEW7LK � I fENSIDN WERE B,31p }AAI� MAX'� CURB RAMP LANDING ` SEE NO IF e Q ATRIC_ 2 016 A7dL S 9°F. PEDESTRIAN OURS - $j} E p L W EXPANSION JOINT (TYP.) - % I ¢ i -IG CURB RAMP l CURB RAMP SEE STANDARD PLAN F-M AID pqL -P'a� "i {¢a ' I„ANDING !Z �. S I HOG RING . .L 3f8` EXPANSION,"NT (TYR I - SECTION C V' E , v SEE STANDARD PLAN F-30.10 SECTION [ B 1 0• *� 3a.c� �,C �� 7$3rd�'s �J 'CFNPNT CONCRETE NRg RAMP TYPE F Qf STEt` !i} � PARALLEL B" PAY LIMIT - SEE NOTE d N"NR L S`•'� 'CEMENT CONCRETE CURB RAMP TYPE �. €1 r r__ F PARALLEL A" PAY LIMIT - SEE NOTE S / ��7}-�_ - g ;i y P.. ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET I OF t SHEET APPROVED FOR P118LICATION Pasco BakoNchHI 8I2W3 �IFmI.I^Ip^ sa.. Ih.p.nin.n er liempwr-bn ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FABRIC 6AI' END OR CORNET{ {BRACE} POST DETAIL L_1 BRAGS POST DETAIL FIr•SIDfJ DIRE BAR TENSION W FABRIC E TENSION YIRE5 FABRIC BAND (TYP.} EYE NUT PULL POST IAT ENO OR CORNER} DETAIL EYE BOLT T" TURNBUCKLE .- L_J ^ L STRETCHER BAR JYP.f PULL POST [tl1111.4h RUN? DETAIL NSIDN WIRE CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 sHET z OF 2 SHEETS APPROVED FOR RUBLICATIDN PasC4 Bakotich ill UBf21172 �. i=�Lsric en �a-e HSeilrlglm Saw D.Pwnwnr.1 P-p.nreren NOTES J A 1 Provide a Separate Curb Ram for each marked or unmarked Crosswalk. Curb Ram CEMENT CONCRETE 4' 17' MIN. - SEE P P P g PEDESTRIAN CURB - CONTRACT PLANS Contra shall 1M placed within the width of the associated crosswalk or as shown in tnl=_ CEMENT T RICONCRETECURB SEE NOTE 9 / _ ` _ wNG PEDESTRIAN CURB Contract Pans. NOTES L 4Y, - SEE NOTE a 2. Where "GRADE BREAK" is called Cut, the enthe kn of the grade break between the two ° L CURB RAMP 9M 9' 1 Matenas sh ail meet the requi-ements v CURD RAMP ! MATCH SIDEWALK (1- 0- MIN.) - DETESEE 8 ANOARO PLAN F�Ta adjacent surface planes Shan t0 Hush Or Standard Speclncatldn $16. Ls�, Z 1 SEE CONTRACT PLANS 3. Do not place Gratings, Jurk0on Bo es. Access Cnrers, or other appurtanances in front of nP [ the Cure Ramp or on airy part of the Curb Rem or Landing. .. C I: 4. See Contract Plans for the curb design specified See Standard Plan F-f0.12 for Curb, CHIN LIV4 FENCE TYPE 7 OR 4- DOUBLE 14 FT CHAIN LINK GATE -PAY OM17 CHAIN LINK TENCE TYPE 3 OR 4 •'" Curb and Gutter. Depressed Curb, Gutter and Pedestrian Curb details. ����- ---� - -------- ----- I P � PRY ilMIT------� DOUBLE 24 FT CHAIN LINK GATE -PAY UuiIT v PAY LIMIT CONCRETE I Yr EXPANSION JOINT [TYP; - DEPRESSED CURB AND 5. See Standard PIBn F-i0A0 for Cement Concrete Sidewalk Details See Contract Plans PEDESTRIAN CURB - SEE STANDARD PLAIN F-30.10 GUTTER - SEE NOTES 4 s 6 For width and placement of sidewalk m DATE P O5T [TYP.J -I i!Z' [Ip _ 14 - ff [9R 77 � G' 17 • R" ['rYP I F SEE NOTE 9 L r 4 . {HDM SCH 40) TIE WIRES [TYP I - O S. The Bid Item "CefnerR Concrete Curb Ram T does not inc3ude the adjacent Curb, FU IL POST NOG RINGS - SPACUI ;"i, SPACED 4• N UU. PULL POST CEMENT CONCRETE • BUFFER STRIP (TYP.j - P Type 1 '�' P j CURBS GUTTER - SEE CONTRACT PI ANS CEMENT CONCRETE CURB Curb and Gutter. Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. ` .0 2f' ttHJ MAIL (TYP.] :"\ � MATCH FENCE TOP I4HGE- pC � ,- TENSION WIRE - _ w TENSION WRL SFLVACc t7YP J Bw^NG {1YP.) \ A TENSION DIRE m AND GUTTER - SEE NOTES 4 s E D y �` , SEE NOLES 4 a e 7. The curb Ramp maximum running slope shall not require the ramp 113r1g1h m exceed 15 Teat to a%,o d chasing the slope indefinitely when Connecting to steep grades When applying the DETECTABLE WARNING SURFACE - CRGWAIAC .. .. y , TRUSS ROD - SEE STANDARD PLAN FJI.70 >' IN � ; A RB s WTTFR - DETAIL 15-foot max. length. the running slope of the Curb Ramp shall be as Bat as leas O TENSION WIRE I n-yp, r,i l CURB FiA01L15 DETAIL FABRIC aANnlrrP.1 B. Curb Ramp, Landing and flares shall recelve broom Snrsh See Standard Specifications S-14. D TENs1oN TENSION L 'WRES WIRES S. Pedestrian Curb may be omitted it the ground surface at the bLUR of the Curb Ramp andlor 4 r Landing will be al the same elevation as the Curb Ramp or Landing and there will not be STRETCHER BAR (rvr I - '+ � T PLAN VIEW material t0 relalR J �F' TYPE C M ENATION ,��• O B >�l 0 rl WITH BUFFER - - U P.) ;m I TENSION WIRE ... + • `• ,�' r LEGEND link.] IHo1 kEoulREn FDA -+ •-4- SLOPE IN EITHER DIRECTION CHAIN LINK FENCE TYPE 4r VA �-1 F N�'t n ITTOM MNGF k G1 1 Sr. VAGE TYP'i a.' SNNNG STYP l Or DETECTABLE WARNING SURFACE- CHAtN LNK=ENCE FABRIC ' g24'FN) .PACED ­ 4'- 9' MIN. 1§' - P IdPJ{, SEE STANDARD PLAN FJ6.1a 3' - D' -CHAIN DNK FENCE TYPE 3 CF.MEHT CONCRETE w SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAKT - 0" -{:RAIN LINK FENCE TYPE 4 - - H ;;,NV :1 YP 1 IE - ff MAX. f . D' MIN. 18 -or, AIa,1L PEDESTRIAN CURB - SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 DOUBLE GATE SEE NOTE 9 GRADE 2 0%MAX, - BREAK COLITTTETL SLOE TOP OF -GRADE BREAK ptiADE BREAK 9.3% MAX Sdy. NW%. ROAOMV 1 ��� 53�� 2016 MAX. �' • 1 e� aWA INK FENCE TYPE 3 OR S.INGLF F.'T `.I AN; IN{ A-F_ CMAIN : INK KNCF TYPE3L OR • - PAY Mall r.1:1 PAY LIN I GATE POST IT NO 7 CH (t0) •r• l'P LANDING I]EPRESSFO CURB AND GVTTFR - Q RIC.� H CURB RAMP CURB RAMP Cl1RB RAAF i DIAM IN9M, SCH 4L'] 5' - ] SEE STANDARD PLAN F-10.42 AND NOTE 5 LAt1pIhIQ Ili � HdG'R RiaS-•.SPAI:.ED v � � - - .. Pu LLPar NN' II01 MAX ITYP] SW EXPANSION JOIN° CTYP J - Q 01 Ea'T+TI e � PULL POST �Tltlr yyy,,, FE TOP r9NGC - -ti+TON -1E 11 GATE PO61 - �. �. SECTION A SEE STANDARD PLAN F•3a.T0 2� 7� FE , - TC� UL'i=D COLY ON H'NGE S=DC � .. A E3 TEKHON WRE W° SNCNri 1 +L TER519N VARE 49 op Fkay7 8 SECTION ! C 1 yam. "[ AP _ r.. � 1. '� it ~S /� I� Thy 'Rl Y77r 1 'o rIF NS OALWRr -F s Err r $TI GFABRIC BAND TYP j '. (+�y P1. "CEMENT CONCRETE CURB RAMP TYPE J'1 �� L� \'• •ill 'C TR'.1 r-p rF]lstaN ,SPRI /ACOMaWATIDN'PAYUMIT-SEENOtR6 aM1RL Hilt I� R717= MRE T tit MI MIN - F CURBRAMP 4'-0 N 3'•P SE SEE CONTRACT PLANS CONTRACT PLANS I auFFER TOP Of 2 I1AJC t-Ip ROADWAY TI - �y CEMENT CONCRETE CURB AND - CEMENT CONCRETE PEDESTRIAN GLITTER - SEE NOTES 4 S B CURB ITrP j - SFF NOTE 0 $l?CT[ON 16 I 1$OMETRIC VIEW TYPE COMBINATION PAY LIMIT II` 1 STRETCHER BAR [TYP.J - ^ TENSION WIRE "!' • ` ... }� I 1 f.. D COMBINATION CURB RAMP x. - - -- • _ rt. - R.']TTOM�IN3`ONYLIRL- :. : ..: ...... .......-:--":--:... ..._.. .:: ... .... ......j. ...-..-�- -.-- - I-fP I CNOT RFRUI REa PAR .�- STANDARD PLAN F-40.14-02 I HAIN LINK RICE SYPEi V I: rl Nl:E - i f 90` S;'atiD ''��JJ SHEET 1 OF I SHEET CHAIN LINK FENCE. FAB41C j I , HOG RINGS - 111E1 ' i TIE W1R ES;TYP.i - APPROVED FOR PUBLICATION s"- C - Cl'IAIN LINK FENCE TYPE $ -� SPACED @ 14- IINI MM. 2'-G - CHAIN LINK FEW_E TYPE I t2• ROVND {fyp) POSCO Bakci fll Ill -I F ww •vb• Ina +=gym. r.r7.Pi«ri�.. SINGLE GATE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: US DRAWN: US CHECKED: BJT BY DATE APPR APPROVED: WIT o-V I, F' Wm. Ed May 610143i57M CHAIN LINK [LATE STANDARD PLAN L-30.10-02 S: EE' + OF 2 sHEETG !APPROVED FOP 13 i Ir'4-nl L ga.1 Il�t.n.r. Tau„ !J"�^i1Y` inn ll_ni+. a'Rk jW D.e M.1 d SCALE: 0 TENSION WIRE HOG RING FABRIC BAh END OR CORNER [BRACE? POST DETAIL sRACE Pas'T DETAIL LJ END OR CORNER JMAOEi POS1 TENSION1A11RE PULL POST TENS" WIRE ' FABRIC BANM CTYP.f -� STRUCAER BAR iTYP.i� Q4LS TENSION'MRF _ NOG 5>zAVtD Zr N 4" MAX. 'fh51DN'MRE BAST TE aMON N FABRIC 1 TENSION 'MIRES FABRIC BAPPD MP.[ T6>45I0N WIRE i 1 LINE POST -SPACED, IV Vim. TIE WIRE. I".) � . O a N C ha �rri v N •..: T_ TYPE 3 10'I BRACE TENS PO&_ WILE TENSION WIRE TIE WIRE EYE NVT FULL POST IAT ENO OR CORNER} DETAIL u 1j ` STRETCFER BAR iTYP.j PULL POST rwRHN RUN} DETAIL NSION WIRE CHAIN LINIf FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 Sh I EET T OF 1 sNEFTs APPROVED FOR �UBIIICATION FOSCO Bakotrch III Ufi121r12 NOTES PULL POST - SPACED HOG RINGS rl`YPJ TOC�' WX BRACED � 24' MAX. 1. All Concrete post bases steal be FD' P•I mlrhlmum diameter. ` yP NiED 80.VAGE D TENSM WIRE BRACE POST 2. Along the top and bottom, using Hog _ Rings. raaten the Chain Link Fence Fabric to the Tension LYlre within the Imps of the first full fabric weave. 3. Dowls aw Illustrative and shall not FABRIC BAND (TYPJ KNUCKLED sELVAb!' (TYP.) END OR CORNER (BRACE] POST TENSION WIRE IIY MAX. 7VP. B TE�iS16h15NRE PULL POST LINE POST -S.PAOEO BRACE KNUCKLED TENSION WIRE R1L7 MAX. PIdST SELVAGE[1 TENSION WARE TIE WIRE ti TENSION WIFE (NP ] STRETCHER i TIE WIRE BAR {TYP,} a L] Uyp.1 FABRIC BAND [TYR.] FABRIC BAND ITY PL j I' G r - b a Bd [va WYp.) 3ELVA4E N frvCONCRETE POST - BASE ITYP.] TYPE 3 112' POST AND RAIL SPECIFICATIONS PIPE ROIL FORMED POST NOM. SEE (5CH.40? SECTION WEIGHT IbMI LO. - FE}10E L INF _ END. CORNER OR PULL POST 21Y1' DWAf, 5.1 D tit FAgRIc LOOP -2SIDES Y LINE OR BRACE POST 2'DWh1. 1A6 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL- NAD 1983/1991 DATU M • CITY OF 1;R] RENTON NkMOF Planning/Building/Public Works Dept. TENSIONWIRE limit hardware design or past seieG- Ilan of any partcuiarfence type. TIE WIRES STRETCHER }OAR ITYP.I SPACED 0 14" MAX. -CHART LI!JK �TENsiauwIRG FENCE FABRIC - pD-9 CONCRETE POST BASE f1YP.j - FABRIC SPACER i15'MAB-1AA7( PULL P09T-SPACED HOG RINGS ITYPJ @ 69P MAX. SPp.GED 7a' huX, TETV3I41J SIRE ERACE POST r- TENSION WIRE STRETCHER BAR (TYPJ CHAIN LINK FENCE FABRIC STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST T d F a�+R gpga �aa {tatST*R�� $8$I0hAL t'♦Y� yEO-Y CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 5h$E-r t OF 2SHE$r5 APPRD+lED FOR PUBLICATIRN Pasco 8alroflch ill OW1117 YruiWRlxe Slw Depmrmpnr of Tlo,eporl.Ypic 3.TALf�AA- r 'V� 0 � O v Z y 423 p �� STF��` S � S'ONA L 2/ 7/21 • V E O •� O , ^ VI Z C W c M a' oN -0 dl N Q0 Vi i 0 LO 4-7 N N /M W V co r Y Awl r 00 O O 0 0 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LLJ U � at< 00 DAi ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m FOREST TERRACE PLAT �Oo PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc (w, SHEET: BELLEVUE, WA 98006 An m. Q v �FV A I I m CIO I 0 I 0 I I I I N X 0 z Q N O U V) Q CD 00 N N O N \ CD V E N 0 3 I 00 N C c N k0 O7 Do / CD CD CD Do U 0 > O 0 Q lil < CDNFFGE}RATION dN 6T,DPINia GROUNp DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL a 1 CLEANOUT PER STO. PLAN Z26110 1 10' MIN. LEVEL TRENCH WITH f PERFORATED PIPE, SEE NOTE 1 MIN f MIN. � f k:r f CLEANOIN PER f STD. PLAN 226-00 - - -TO STORM DRAIN SYSTEM FOOTING DRAIN BYPASS f 5" 5' MIN. MIN. CLEANOUT PER STD. PLAN 226.01) f TO STORM DRAIN SYSTEM DOWNSPOUT WITH CLEANOUT 1 D'MI N. LEVEL TRENCH WITH f FILTER, SEE DETAIL II PERFORATED PIPE. SEE NOTE 1 f I=-_:___--__r__--------------1 CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL CTDMPACTED TQP$QIL OR OTHER CLEAN FILL NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SFDES OF TRENCH PER WSDOY SPECIFICATIONS SECTION 9-33.211) TABLE 3 6. 9 e 16, MIN. J UNDISTURBED NATIVE SOIL NOTES: 61 MIN. PVC PERFORATED PIPE PER ASTM 01785 SOLJOS7 LEAVES FILTER SCREEN 1 WASliEO GRAINAIN ROCK 2'-5' TO OROUND TYPICAL DOWNSPOUT 7 77 ir MIN, V ABOVE SEASONAL HIGH GROUNDWATER TA13LE 1 TRENCH LENGTH TO BE 1D FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE. 'DR 35.0D3 SF OF NQN-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF. taEIIfERQL NOTES:, 1 INFILTRATION TRENC8ES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM (UICI FOR OTHER TYPES OF RUNOFF MANAGEMENT 2 IMPERVIOUS AREAS LARGER THAN 10.000 SF AND NON44ATIVE PERVIOUS AREAS LARGER THAN 35.000 Sr MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25% 4- SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. VNtrs%0ThIFRwk$FNDTFD. EIRAWINC IS N0773 WALF (NT51 STD. PLAN - 263.40 PUBLIC WORKS PERFORATED STUB -OUT ??Pf. •:,. DEPARTMENT CONNECTION GAZ 9/28/2018 1 IIATE UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 5"-4- ARBOR15r wwDomw MULCH• SEE STD. PLAN 262-M 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9 5". FOR A SETTLED DEPTH OF 87 PLANTING BEDSIUNDISTURBED UNDISTURBED TURF (LAWN}AREAS, VEGETATION, SEE NOTE T SEE NOTE 1 0' OPTION 7 - NO DISTURBANCE PLA41ING BEDS a" yRASS: SEED OR SOD UNDISTURBED NATIVE SOIL ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON -J' 271J7 w _C �l z I w b y o C m -- 33f8" PLAN 0 SPLICE BOLT SLOT (TYP.) 29132" x 1 118' 3!4" x 2 1l2" POST BOLT SLOT 3/8" HOLE o (OPTIONAW le m 0 I I I z• i i i 41W-"- 41/4" ELEVATION DESIGN A TURF (LAWN) AREAS LL C c i l'I.il I'I i'111;1 2 Ik GRASS' SEED OR SOD u J. 1 I5" OF OOMPOST INCORPORATED INTO SOIL �10TAL AMENDED 1. OF S.5" FOR A SELED DEPTH TTLDEPTH Of $- r r -rr. SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4' BELOW I' COMPOST AMENDED LAYER �__. COMPOST AM1=NDE0 LAYER �-,:� (12" BELOMI SOIL SURFACE) (IV BELOW SCIIL SURFACE) Y-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262-50 f'IMPQRTF7 TOPSOIL Nf115 (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BEl Ow IMPORTED TOPSOIL MIX OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS ' },•:fj V �. ' t I lid. GRASS: SEED OR s0D NOTES, 1. AREAS OF NO DISTURBANCE TO HE FENCED r' AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTFON IMPACTS. TOPSOIL MIX [iENER AL NOTES:1COMPAGTED OEPTHI 6- 1 TO MEAStJRESETTLEDDEPTH,WATERSOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION }, SI�BSOIL I$ 2- COMPOST TD MEET STD- PLAN 26Z.6D• SCARFRED fi BELOW IMPORTED 3• COMPACTION OF TOPSOIL (WHERE REQUIRED) l y TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR d. SEE CONSTRUCTYDNPLAINS ;'OriSPEC4FlC PROJECTREOUIREMENTS. OPTIONS - 11YIpORTEd TrlPsi31L UNLESS OTHERWISE NOTED, DRAWING IS NQT TQSCALf INR) STD. PLAN - 264.00 Apvttk URI PUBLIC WORKS PPP 0: DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2019 1 t•.c. H?.. . 1fa.tE 1 PLAN 0 0 b 0 SPLICE BOLT SLOT (TYP.) 29/32" x 1 118" ELEVATION DESIGN D 0 .r- 21,wi sire! I`• I PLAN 0 0 i b a 0 SPLICE BOLT SLOT (TYP.) 29132" x 1 1/8' ELEVATION DESIGN C 3U" 33V i I 25' BEND FOR 3" USE WITH T DESIGN 7114" I 4" 1 4" I 2" O I O o I o I - 31J2• 3/4" x 2 1/2' + --' 31J2• a POST BOLT SLOT O O (OPTIONAL) _ SPLICE BOLT V HOLES (TYR) SLOT (TYP.) (SEE NOTE 2) 29W" x 1 11W ELEVATION DESIGN F (SEE NOTE 4) NOTES 1. End Section Design G shall be used except where noted on the plans or contract 2. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (five minimum) Standard Spec. 9-06.6(4), with thin slab ferrule inserts or resin bonded anchors. See the Contract Plans. 3. A single piece having similar dimensional shape to Design G and mating with the W-beam guardrail is an alternate. 4. In cases where Design "F" end section is lapped on the outside of the guardrail, a galvanized 1" ID, 2" OD, 0.134" thick, narrow Type A Plain Washer or a anchor rail washer shall be placed under the splice bolt heads. OES� s G•�ON EN Q � 8 1W j�// DESIGN D END SECTION PLAN SPLICE BOLT SLOT (TYP.) 2W32' x 1 1/8' � L. B O' o o jL]1 I;0E It `n ELEVATION °e DESIGN G T� cal (SEE NOTE 3) 32350 qO cps GISTO s70NAL F� BEAM GUARDRAIL END SECTIONS STANDARD PLAN C-7 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch N 06-16-11 STATE Dl.x M. DATE Waddtglen SIeN Dpanmw" e/ Tmmporlo/ion FACE OF BARRIER SHOULDER W - SEE TABLE 12" I T - 1 1/2" 1 6- 3` i I 6 x 8 TIMBER POST, OR BEAM GUARDRAIL TYPE 31 , 6 - 3" 1 6 - 3" I i i NOTES 1. 2. Refer to Standard Plan C-1 b and C-20.11 for additional details not shown on this plan. Extend shoulder pavement to provide a base for the 6 x 12 TES 3 4) (SEE NOTES 3 8 4) ACTUAL W6 x 8.5 OR w6 x 9 STEEL POST - ' extruded curb. See Contract Plans for exceptions to (SEE NOTES 1 & 5) GROUND distances shown. T �I iv MID SPAN LINE SPLICE 3. Use a single block or combination of blocks (no more ' ' than two (2) to achieve the actual 12" (in) offset. See Standard Specification, Section 9-16.3(2). A Wood blocks shall be secured to the posts with anti- 3 114" TYPICAL ELEVATION rotation nails. If combination blocks are used, the adjacent blocks shall be toenailed with two 16d GROUND LINE galvanizednails t0 prevent block rotation. 13' - 6 112" SLOPE BREAK 1 112" 1 4. Wood blocks are shown. Blocks of an approved 10: 1 OR FLATTER 4 1l4" I I 3' - POINT fi' - 3" 3 . 1/2" It t t I be d $ St d d (TYP) a ema Ve ma silo may use ee an ar SLOPE - 4 114" I SYMMETRICAL i Specification, Section 9-16.3(2). E TABLE i i 1 (TYP.) i ABOUT 1 5. All posts for any standard barrier run shall be of the s same type: timber or steel. TYPICAL SECTION - WITHOUT CURB 6. Attach blockouts to steel posts using bolt holes o (6' - o" POSTS) , I I on approaching traffic side of post web. 2" (TYP.) RAIL ELEMENT 6" 3/4" (IN) x 2 112" (IN) TYPICAL RAIL ELEMENT SLOT (TYP.) AC1U2" 1 3116" 6 x 12 BLOCKOUT q� 1 (SEE NOTE 4) 1 1" (TYP.) 114" (IN) OR 13/16" (IN) DIAM. HOLE ^-t ANTI -ROTATION FOR ANTI -ROTATION 16d NAIL (TYP.) NAIL 16d (TYP.) U. 6 x 8 TIMBER POST OR 1 I Wfi x 8,5 OR M x 9 STEEL I . (IW' DIAM HOLE SHOWN) i i 5/8" (IN) RECESSED POST (SEE NOTES 1 & 5) i VV6 x 8.5 x 8' (FT) OR HEX NUT (TYP.) 0 1 glt6" i �1 I' - W6 x 9 x 6' (FT) LONG 0 1 ^ i I STEEL POST (SEE BLOCOTE KOUT (TYP.) (SEE NOTES 1 & 5) f/ - 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT i 314" (IN) DIAMETER v WITH 7132 (IN) OVAL GRIP AND w i HOLE THROUGH BLOCK -•- CUT WASHER .: Ir RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT (TYP.) (SEE NOTE 6) ANTI -ROTATION - °r 5/8" (IN) x 14" (IN) BUTTON 374" (IN) DIAM. HOLE THROUGH y; 5/8" (IN) RECESSED NAIL 16d (TYP.) % HEAD BOLT WITH 7132" (IN) PLAN VIEW BLOCK FOR TIMBER POST 3!4" (IN) OR 13J16" (IN) DIAM. HEX NUT (TYP.) ' / OVAL GRIP AND RECESSED ATTACHMENT HOLE FOR BUTTON HEAD '� J HEX NUT (TYP.) WOOD BLOCK BOLT (TYP) STEEL POST i -� (SEE NOTE 6) (SEE NOTE 3) 6 x 8 x 6' (FT) LONG FACE OF BARRIER SHOULDER W - SEE TABLE 6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR (SEE NOTE 4) ACTUAL VV6 x 8.5 OR WIS x 9 STEEL POST (SEE NOTES 1 & 5) 1O PERMISSIBLE CURB PLACEMENT AREA (SEE NOTE 2) FACE OF GROUND LINE CURB LIMIT 1 SLOPE BREAK 10 - 1 OR FLATTER' POINT SLOPE - SEE TABLE ELEVATION VIEW TYPICAL SECTION - WITH CURB 0' LONG POSTS: BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 SLOPEIEMBANKMENTTABLE FOR STD. 6' POSTS SLOPE W (FT) 2H 1V OR FLATTER 2.5' MIN. STEEPER THAN 2H 1V BUT NOT 4.0' MIN. STEEPER THAN 1H.1V 6 x 8 TIMBER POST OR W6x8.50R W6x9 STEEL POST (TYP.) (SEE NOTE 3) - 1 RECORD DRAWINGS AS BUILT I" REVISION TIMBER POST jCg (SEE NOTES 1 & 5)lo-41-1 (SEE NOTE 3) Y: RAIL ELEMENT (TYP) ' 5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIP (TYR) AND RECESSED HEX NUTS - EIGHT (8) REQUIRED PER SPLICE 0. 1 a,19r 518" (IN) x 22" (IN) BUTTON HEAD BOLT WITH 7132" (IN) OVAL GRIP AND RECESSED HEX NUT (TYR ) ISOMETRIC VIEW TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT 10 �O ,P 29023 `4� �B `ICI ST1.4� ♦{ ss70NAL ��yG I )nnuhue, John Aug 10 20 W 1:43 I'M BEAM GUARDRAIL TYPE 31 STANDARD PLAN C-20.10-05 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 1ir I"Ho I 18 �\1 ` 5IME DESIGN ENGINEER T Washington Stato Dopartmont of Tronsportation SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 19a3/1991 DATU M I7oouSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878 PIPE O.D. MIN, MIN. FLOW TO SECOND D48PERSRL TRENCH NOTCHED GRADE BOARD -IF NECESSARY 2"x2 NOTCHES.oe­ 18"O.C. TYPE, CATCH BASIN x IGB) WITH SOLID COVER r TYPE t GB WITH \/ SOLID COVER A sD' ■ MAX,ti INFLUENT PIPE {MAX DESIGN FLOW �D,S CFS PER TRENCH) CAPPED CLEANOUT WYE FROM PIPE FLOW TO OTHER BRANCHING CB'S END CAP OR PLUG AS NECESSARY PLAN 2-xIF GRADE BOARD. SEE NOTE 6 EXPOSED ROCK. DO NOT FILL GALVANIZED BOLT (TYP.) 15% MAX, SEE 15 t�PY 5 s NO� (TYP ) f � p ' 2" GRADE BOAR❑ NOTCHES IYYP.) WRAP TRENCH SIDES 'WITH 12' RAIN. GEOTEXT4E (LEAVE TOP AND NOTCH DETAIL 35" MAX. - 1 BOTTOM EXPOSED), SEE NOTE 7 6' MIN PERFORATED PIPE LAID FLATfLEVEL CLEAN 1s5% FINES) 314' -1 1Q' WASHED ROCK 6" WN 4"xA" SUPPORT POST, SEE NOTE 8 SECTION A NOTES: 1 THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE ANDrDR EROSION 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. 10 FEET MINIMUM TO ANY BU ILDFNG 1100 FEET ALONG FLOW LINE ), 3. 7RENG44 AND GRADE BOARD MUST BE LEVEL ALIGN TO P94-LOW CONTOURS OF SITE. 4, SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. 5, 15% MAX UNLESS OTHERWISE EVALUATED AND APPROVED, SEE SECTION C 2.1.1 G. GM-E DOARD AND %PPORT RNT TO BE UNTREATED CEDAR OR RECYCLED PLASTIC. SPACE St1PPORT POSTS EVERY 10 FEET MINIMUM. 7 GEOTEXTILE TO BE NONWOVEN TYPE FOR SEPARATION PER NSDOT 9.33.2(1) UNLESS OTHERWISE NOTE P, DRAWING 15140t TO SCALE (NrSI STD. PLAN - 224.00 +� PUBLIC WORKS 50-BOOT DISPERSION TRENCH WITH �"FCVEP; DEPARTMENT NOTCHED BOARD GAZ 9/28/2018 1 twit Nsxts,Aanli,ulur DATE CITY OF RENTON Planning/Building/Public Works Dept. :45 AI J" TAB A- Z y 423 p S T NA L 2/7/Z V G V i U1 O .� Oa. I� M Z C W C � N M Q ) LO L r Lin a-+ fV N /c�v W r0, V r Y N 0 C0 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q L.LJ U C'7 00 IZ O ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m FOREST TERRACE PLAT �8001' �Oo PULTE GROUP, INC DRAWING NO: LL J 3535 FACTORIA BLVD S.E., #600 Iz (w, BELLEVUE, WA 98006 SHEET: OF: CDv 41 89 I� m c c c c i i C I= L< N O O O 00 Q r- 00 O O O O 00 w � U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 o0 00 0 0 0 L x CD z Q 0 U cn Q N 00 N N CD N 0 N E a� 0 0 V) I co 00 00 i CD CD CD 00 U .O 0 0 0 Q �< IIIIIIIIIIIIIIEKiXll 375 370 355 345 ASBUILT OLYMPIC PIPELINE PROFILE OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON f f f rr— r OLYMPIC PIPELR E NOTE: *WITHIN PAVEMEl T SECTIONS F!71— Fr w z 2 J w N f C. VUIHULt— H Fl -377 in 44 •� GRADE LIM- 4 — MAI — 00 I UP - M = CROSSNG CROSSING — MAIN) TOP= L CROSS _ " GAS MAIh i Iuv CROSSIN 1 1-1 X _ 361.40 » GAS !AIN) 11-1 11-1 IE — » CROSSING IE — 77 in »GAS MAIN) • PROP SED GRADE-1 0 PIPELI Np CID O n 00 n cV n c0 0') CD CD 00 N 00 00 rj (-j O M r- 06 00 c0 0-) 00 00 r- ^ r- ^ � p, (.0(o c0 c0 Ln Ln Ln n n n ro PO M n pry rn M n n ro n n WEST 16-INCH GAS MAIN CROSS SECTION HORIZ. 1 "=20' — VERT. 1 "=5' 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 NO. REVISION by IIIIIIIIIIIII L 3W 3W 375 375 370 370 WIIIIIIIIIIIIIIIIM f f f n _ r f f f PIPELINE EL EX COVER "MEASURED 5 J LO Z U H w w 04 = 00 a` U NN CROSSING Ir _ » GAS MAIN)N » _ CROSS » • » rl -3rig ov Q 3TREET LIGHT f » GAS-MAm _ I up ir » » TOP 36.9- PROPOSED GR AD E, 1E_ CA 1-7 fir" PIPELINE SING GRADE CID LO ID I- r- 00 ORr --� -4: O� "t LO � (o n cV CD Ln O Ln � (0 M r 4 (p 00 Ln N 00 00 00 I r r- c0 ^ (0 co (0 co Ln Ln Ln 't ro n n ro ro M r) rn PO n M n r'-) r'� r7 EAST 20-INCH GAS MAIN CROSS SECTION HORIZ. 1 "=20' — VERT. 1 "=5' TJS 1/12/22 BJT suwmm' SCAM, »- f HOR' °WL W 19W/199' CITY 0 F oEScN TJS 1 -1 O RENTON OR) ENTON US ONE INCH Nksgv CHECKED: DATU M BJT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 3W 375 370 '® K.�111111111111 355 345 o Z Z y 4 423 p �� NA L 2/ 7/21 Vi O • fA 7 •� �O/'� V C W c N N M < 00 N m Q L0 i O L0 a-7 N N /c�v W U r— a) Y �4 co 0 0 0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I �-- Q I_I_I (0 U � Q 00 T O m ASBUILT OLYMPIC PIPELINE PROFILE °" 2/7/2022 FOREST TERRACE PLAT PULTE GROUP, INC PW- c~OO 3535 FACTORIA BLVD S.E., #600 DRAWIN NO. w oc W BELLEVUE, WA 98006 1 m g,EEr: 56 °�' 89 I I X CD z Q 0 U Q N 00 N N CD N CD w a) E a� 0 a� 3 �I rl) 00 i aD c: aD Q0 00 i CD CD CD 00 i U N 0 n i 0 O Q W< Lq a L, 0 15' 30' 60' SCALE: 'I "=30' 1 �� • • • � �L��um�������:�_r:����m_�.mm��■�u��i■��:A�■iw��amso������i.•:mirna TRACT . air • • • ♦11 • �n ) • Ll Y ': .� 124 r?'em : = ■ ►� � 112 • 1 ;� ✓7 1.21• �� .A►r - n i �n , �� '! • '� ..�.. a-��irr�r ASBUILT TREE RETENTION PLAN TREE PROTECTION KEYNOTE: PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO OF WHICH TREES ARE BEING COUNTED AND THOSE WITH 0 POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE FOREST TERRACE PLA�'' PROPOSED TREE TO BE REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO 68 SAVED (TYP.) A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. TREE PROTECTION FENCE* EX DRIP j DRIPLINE DELINEATED CITY OF RENTON, KING COUNTY WASHINGTON LINES (TYP) 10"A TRACT B ............... ....... z 20659 SPECIAL KEYNOTE: .346........... 861 862 _ PROPOSED LIMIT \� i / 940` *PER THE TREE PROTECTION PLAN REPORT PREPARED BY TREE SOLUTIONS 86Q....---------- 346 --- 900 — \ 863 ..•• - OF DISTURBANCE T �/ T "� \ 945 \20661 1 INC PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ERECT AND / i BANCE 923 �41 / 944. \. = ' G�+�- _ 882 '.��\ ��-- - 899 ------ ■ __865 ------ ............I........ � -- - ---------'.. f (TYP) / / _ - - \ I�� ,, ,. i\ � r� / ? . • .����••� �•�� MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION I 859 --- 90 864 -- ------ ��� - ----=- \� / / t FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES PLACEMENT - � 46 - 9 i �'•. I � �� -_ �--_-_-�• - _ � ___ __-•.•__, � 9\2,2 /`, � �`� � / / / � � / OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM �--------- -- - -�924 \ ��\\ \ I '�; � •,� �• � 939 _ _ 42 / 947 \� � �, V ■ LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A 85�� -------------- - - - .=-----868- - �• - I ........85.7.. / /$ 1 / � .. _ ..• CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO ;I �.------...---------__.�- ------ \ i' �.._._..._'_ _ __ __ __ _ _ _� —_ ____.■ INSPECT TREE PROTECTION PRIOR TO CLEAR ANDGRADINGINPROXIMITY ;.`. = I "� • ...$3� �, ---------- -885-_ ___-- - -\�� 11 I___ _ _ �� _ 938_ _ 949 _---_.�� —..� _-----___ OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE -9 -� 350 ....... PROTECTION x I8 /5 / / % �_--= - — -- --- -- ��9OT` --- - - ------------------ --- ---- * A 927-/ .­�, I., REPORT PREPARED BY TREE SOLUTION INC FOR MORE L. APPROVED 8- 20 56 / 870 ............. . 880ZL _ ° I •'l. 871 - ----- ------ - ---------- ---------- --- ---- TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68 -------�.------------ T ■ : I _ ...877-------- _ �28 \ \\`----920-- ---- - - _.r.----------------------.------=- _- .�_ _ -- .... I 886 909 ----- -----------------9--------.-.--.-j------------ - --0 \ _-�1� _- - W(2-------------- ---- TREE NOTES i 17� I 18 5 \`- ---- ----------- ------- I' �•.l .I.. ...I. __ -------------- - ---------------------- 95 957 1 8�4I I I I' I..I 87 879 93D__ _�---_- ---_ I TOTAL EXISTING TREES ONSITE (MINUS TREE IN R/W) = 828 8531 i i 878...... 894 9 - -..... -- Ky PROPOSED SAVE TREES - 105 893 �29 I 0 ' . - _ • 892 .......... 1 918 953............... I ■ ems.. - „ I - I . 1 931934• ...... • l ........ . r't o 6_ _ �� I .I I I 911 ......... I 948 1 I I �........... 9 912 91.- y I �5y I 8 ... I?•.:. _. • __I T I 1 ........9 2 j I 1 4 _ 7 o 832 I& ...... 913 I ■ �h .831 1.8"IF 20944 1* •. 18' F f. 1 L .;J a- 849 47 f I I 20902 �916....... 1 955 I ■ 1 ;:.., .. 848 ... , 83$ �828 I 14',12'A .. 9 ■ 15• .............. 737 20992 ..914 _ Q 956 889 75 4.. 751� . .7358238 7739 734 1 736 ........I..-806 I 1■ I 740 ���' _ice,_ �1�"" '_� �� ��� •Ire .?733 ^� ,\'�� 1 ��« jam,\ �^ �ri�� `,il��� :1 • .;^ ,o/ l i�• :� �^I ��,�'�+`� ❑ �� �i� � , ❑ ❑ r ✓ I� vI ❑ � —.- � �` 7:'�'� • '�+`� r��� (�I` / �+I►� ,Nr I—�'i--����=i' �' ``. `�-,:/ �` y��'�' Ste\.,, i� .. /jr� ��, �� ':" Sri — , , �q,, A t � '� �� �-� l\ :1 ; •. Vic. „ ' //-,� ri�h_ �" .I ��� '1wo , --- `;� NAME, `�►�� \_� -AM - - — - — ----- — _ — 77 Mr /_ �; �► i ��� ii ''� ice' • • • r �'� ® ,ll�_� n ®_ •� ,1®� U 725 OROAli �� ��'It• �� 'w �� �i� 77 air , P `i : �:�757 .767 r ­17 ... ......... �+ / !� • • �'t 382 12T,r 7 ;'� n �,wr.'� :ram.'' /r- . ,+�! ,� �E �« ��� ;� �►;�� +ii► �,�,� +.� /� �- _ A v p1 �r 10T_ 'tat _u irf '• •.. t�-371 247 -5 ad' �.�Z'�����•�������br.. rAL- Iam d • �� a/_ +•ems" �•_.>ti a. s; .� i L. s _ 10561 (A) IA Ln PROPOSED LIMIT - OF DISTURBANCE 'i' �*� � �,� . , ��,� +ii► ��' �� ��� � � ~—�� -tea• �°. J - � n q r .� s �•-�i �� � • : � �,-" I� � , � v �� - `a__i • �Q� �1��" . � ��' � • 1•vi_ �f�—o� `it`�ry"'r �F R1�1,a ``y i~� • ' ' 1 o EX DRIP J. TAB Z y 4 423 p �_ 'Tt ,ss/DNA L 2/ 7/21 V O v .0 v1 � L O 5 C C Lu � N M a00N M � Q L0 i i O L0 4-7 N N /c�v W U r a) Y �'t �� / '�� y' � • � � � � PROPOSED LIMIT^ ` � �' �' .-�' / / OF DISTURBANCE 236 �. \ /I ?� r •.\ \ .. �. , ��./ ...... 6'. M . i �\ 279... i�.. \.......1 = (TYP) r I o I \ �''' �'' \ �'' - 1./ 21281 / ems- ��' IN COMPLIANCE WITH CITY OF RENTON STANDARDS '_'>• ::.:-� 1 ..• �, � ►�••;•�, t; y..�'.`\1fd522 •. � I �� 235 - ,�v�'• ��. 233 .� •.JI 8.......77 , ��.� \ D.... � / ��.-- � ' ... i / / ............. I� �'' J. 10"A 277 275 it I•_ i o i I\�.. 268 i�' \ 105(19 . 10 / `o 21286' \ �,v' / / ■ o , . - TRACT E \ �. PROPOSED TREE TO-" x o. may. ► / r 217 \ ` ---- ' / - z.............. \ -f- Q o� - 18" F 10510 _ — �� -- 272 BE SAVED (TYP.) � / � Q � o / �. : •'� \ `., ,�. � � � �.•' '� /•.....1 i// o 27Q. 271 I: N88'20'47"W 1286.49' --- \ — _ % 12 ° 14"A 10509 2"F 10506 �\ - / EX TRANSMISSION LINESX TYP 2 99 ..... 3 /e TOWERS ( ) \ FACILITIES & OPERATIONS CTR BENCHMARK 042305-9069 FOUND PUNCHMARK IN 1 �4" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE 7 20 2017 1.4' BELOW GRADE 7 20 2017 (/ / ) (/ / ) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) ' NAD 83/ 11 NAVD 88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT SURVEYED: SCALE 1 "=30' HOR ONTAU � 1983%1991 DATUM CITY OF PRIR E N T O N Planning/Building/Public works Dept. ASBUILT TREE RETENTION PLAN FOREST TERRACE PLAT P U L T E GROUP, I N C 3535 FA T RIA BLVD .E., #600 BELLEVUE WA 98006 � DESIGNED: DRAWN: TJS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: BJT NO. REVISION BY DATE APPR APPROVED: BJT rl- co 0 O 0 Q W� U Q 0000 T �7O LLJ ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: (� LLJ W DRAWING NO: Q v, m SHEET: �� OF: I..L_ i i X CD z Q N U U) Q N 00 N N CD N CD w Iv E 0 �I i / Q0 0') / CD CD CD i U a: n 0 0 C_ W< Lq L, • I I I I A ...Y■.....l�.Ib.�......Ol1i.....�_ a.........wt�90Ciir.........f49�Gr.......lw•9CGii........l�'S�GI�..............bi1 iJ� ;�\�s��1fi 11 �i,A� � '...r....m>g��rii..ii...A�....i�..i...�..i..r�s• ��. 111 ,�` ..;.�/� � ��� — rr�w..��s»r.r■rc�sa�•-.�� �Ilr���:: .• . . - aL•Ti� ��� .: • �_� • • 1 •.ea.......r ce=seoeeia.....u......�soer..........�eses�l......... s:a�........c��l !r . • n 11 J LL O �� �� �w �rs� •m® k NIM Eli • • , 1 ° � RNM � ►��°r114�>M>r�/ III pr � _� �� � � _ • � � C� • � • • C� � 0 � ��,p.,,r �� ���-, �� 1 �' �������i/� �l� ■ III ���,, s� ���Ci�r --������� y_ �iii�■ _� y��/ ,�,�, : +ate .. ' ,1 �•ayq���� � � 1.11 law U, 0 QM ® , I ;i;� ' >�_�' ,♦►'.%da�ir.�trm 1 Ili lid 10i _ �NAIIWOMIIIIIIIII Ew t •: 34 .III •.,• � ¢+���w��4,.4 •�• •�• , . �w •�,� ��,� �,. •._� ►�« ,�� .. • . • 1 iml � � � •.�►• ,� ' • •�+�.,�•*►� A�• •+irk +i► 1 � . .. ��� •���>.li►� ;'"•�;����• � •.y�• ��>ft '�" } ! • -;� .1.1: Ji nl - _ � � L • „ � : : • � � I_���� � ��t�- • ,�' a 1� `„' 71 RPM.•�. '�.. .fir zbz y e--s�� #E..•� r�` i BONN) � ts�st�l>s.�.r�al>,�.st�.�s��r���® �::i �► ��►� �� /�`�� l/ -11 ��Or'T_ !�����1 _ _ ►i/�1 �>-���>lyr��_ �+`r.>♦.t-�•�a��1�!��_ 1-L�_'. �*a_�_�>�t�ii �l♦�® 1 �; ��� � .-•b..li.. , I ' � • 0 I % I% � �� Ali �, ''.�'. o �st��.s-mot �� � - ___ � � • fir, � •' •�� :. �, � �■ :qua v ,•: • I� RECORD3111111111111 DRAWINGS BENCHMARK FOUND • 1 PUNCHMARK IN • " BRASS PIN DISK - 1 •' BELOW GRADE1 117) 1.4' BELOW GRADE1 • HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) 1 : 1 :: • ,• •, , • , - 1 » JJ=ZOf HORIZONTAL• NAD 1983/1991 DESIGNED: TJS DRAWN: TJS ONE INCH DATU M CHECKED: AT FULL SCALE BJT IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT • CITY OF RENTON Planning/Building/Public Works Dept. TREE PROTECTION KEYNOTE! PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO 68 . TREE PROTECTION FENCE* DRIPLINE DELINEATED SPECIAL KEYNOTE: *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68. TREE NOTES: TOTAL EXISTING TREES ONSITE (MINUS TREE IN R/W) - 828 PROPOSED SAVE TREES = 105 �. TAB � O v Z y 423 p �� 'TE\`" NA L V O C v O � � •� M C � LJ.I c: � N M M Qq V/ to Ln " C Ln +S IN W V 00 r Y R-404845 � ini rnnn131 innirF XnnTu riTv nG RGnirnni eTnninnrzne ASBUILT TREE RETENTION PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 rl- co 0 0 0 0� Q W U Q 0000 T oc Q LLJ Z DATE: 2/7/2022 m O FIELDBOOK: PAGE: LLJ DRAWING NO: = Q (LL!, v, m SHEET- W OF- 89 LL 00 O I 0 0 0 U Q N 00 N N CD N CD w E a� 0 0 �I i 00 / 00 i CD CD CD 00 / U N 0 0 Q < Lq L, 0 15' 30' 60' SCALE: 'I "=30' CONTINUATION SEE THIS SHEET ----- ' I :.�fl �•r 40 I I I .................I I o __________mot -" II S +:/4 :.!�i 3•'?, .'r,.� — — — — — — — — — — —--.s�w���i_Y Y 12"S 1 12"C 21876 12",12"C 21877 X' I I I I I X' I ---------------------------------- I I I I 3q0 ..... I I I I I I I : I I I I I I _ I I O ... I I 39 00 I I I I II I I I I I I I I• I I I I I I 10"FR 21883 j 10"FR 21882 ' I I I � DALPAY PROPERTIES L L C 334510-0511 . "'-24"C 21708 KOVAL RUSS+ZORYANA 342405-9161 I. 36"F I .• I 21937 0 I . 36 I `I: 32"F 1028V I i I 24"F 10288 '\ ---------- 18"F �1944 16" o / 2 8 " F�� 219HOLT GEORGE M 342405-9131 CONTINUATION SEE SHEET 58 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT TREE RETENTION PLAN OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON H WAY 20"COT 21812 Z I 30"COT 21811 •' I ; I 12"COT 21813 8"A 21818 12"C07 21817 I 10"COT 21814 14"COT 21816 I I I I I F. I I •. 12"COT 21815 8"COT ; 42 OQ 18"COT 21819 0 •21823 I . II 14"COT 21820 21822 I .• I 8"COT 21833 8"A21821 .�• I � I . . •— 18"COT 21837 $"A 21832 14"COT 21836 '6"A 21834 I. '•.:/ � 20"COT 21835 6"A 21842 x I Tt 20"COT 21838 I I ' 6"A I 10"COT 21839 •' 10279 6",8"COT 21840 6"A 21841 6"A 21848 8"A 21849 ' 6"A '21850 ' 8"A 21852 . • �'..• 6"A 21853 •8"A 21851_.• I ••4 10"A 21854 .12"A 21857 10"A 2185.5 10"M 21754 9 o 21755 0"A 21752.330 12"A 21856 � I I :I I — I I 12" 8"A � 14",12"A21861 •" 21858...... '— — — — — — — — — — -- 16"A 21862 r. CONTINUATION SEE THIS SHEET 1 I RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT suRVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE 1 "=30' VERTICAL- ONE INCHNksgv AT FULL SCALE vRi IF NOT ONE INCH SCALE ACCORDINGLY NAw 1988 HORIZONTAL: NAD 1983/1991 DATU M TREE PROTECTION KEYNOTE (D C0 0 PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO O WHICH TREES ARE BEING COUNTED AND THOSE WITH O POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE c(D � REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO 68 � TREE PROTECTION FENCE* U DRIPLINE DELINEATED SPECIAL KEYNOTE *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68. TREE NOTES TOTAL EXISTING TREES ONSITE (MINUS TREE IN R/W) = 828 PROPOSED SAVE TREES = 105 PROTECTION MEASURES DURING CONSTRUCTION (RMC 4.4.130) A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIXFOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING -PROTECTED TREES," OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3-2012; ORD. 5841, 6-12-2017) CITY OF RENTON Planning/Building/Public Works Dept. 4� 423 � ��- STE������� Sf�NA L 2/ 7/2 11-404846� V C 0 V 4) -5. O � W c: O N M ad001N O /c�a W V � r a� Y N ini rnnn131 innirF XnnTu riTv nG RGnirnni eTnninnrzne N O O Q w Itzi- CD 00 ASBUILT TREE RETENTION PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q w c0 U� Q 00 T �O z DATE,w 2/7/2022 � � m O FlELDBOOK: PAGE: (� LLJ W DRAWING N0: Q v, m SHEET: � OF: 8911 w a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II C a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II C a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II C a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II C a I= L< N O O O 00 Q r- 00 O O O O 00 L.LJ U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 II 0 Z Q N U V) Q N 00 N N CD N 0 N E F— ill 0 0 tT 3 X i s_ I 00 tT s= ill c C ill t.0 00 U) CD CD CD CD U N n 0 0 Q Ii! < Lq 11: L, DATUM HORIZONTAL DATUM: NAD '83/'11 ASBUILT TREE RETENTION DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Min Limits of MulHstem Dripline Disturbance if OSH DSfi Health SMidtural Radlias only dBtuthed laddmark Vfahle Proposed Removal General Tree 10 Scientific Name Common Name lies: hesj llnches} Condhian Condition (feerl on one side (ft) IYJN) significant iY1141 Actlart Reason NoteF Location Specific Locatlan M51 Pseudotsvgo Douglas -fir 32.0 nfa nfa yes Significant Yes Remove Grading site trees Tract mehriesir 2ass2 Pscudorsugo Douglas -fir 26.0 n!a nfa No Significant Yes RCmOye Grading sltetrees Track mpnriebl! 20560 Arnvs rubro Red alder 23.8 12, 12, 12, ilia nfa No Significant Yes Remove Grading Not tagged, identified site trees 2 % 6, 6 by surveyor 20561 Arntrs rubro Red cider 21.1 10,10,10. nJa nfa No Significant Yes Remove Grading Not tagged, Identified site trees 7 12 by surveyor 20563 Alnus rubro Red aide, 11-4 12, 6 nfa nfa No Significant Yes ilemove Grading Not tagged, Identified slte trees 3 by -surveyor 2001 Alnvs rubro Red alder 12.0 nfa nfa No 5agnificant Yes Remove New ROW Not tagged, Identified site trees - New ROW by surveyor New ROW 20659 -1fovsrubm Red alder 9A 600d Good 26 No Significant Yes Retain offsite offsite 14 father) Z066i Tnujaph_lf, Western tedtedar LU Goad Good No Significant Yes Retain affsim offsite Lather) 207'Z2 Douglas -fir 14.n nfa nfa No Significant Yes Rernme New ROW Not tagged, identified site trees - New ROW m jesii by surveyor New ROW 20899 Acer ntperophy8urn 04leaf maple 6.0 +Ja nfa No 5agnifcant Yes Remove Grading Not tagged, Identified site trees 18 by surveyor 209D2 Pseudotsvgu 4ouglas,fir 19.0 i1a nfa No Significant Yes Remove Grading Not tagged, Identified site trees 9 rienzfesiJ by surveyor 20944 Pseadotsc ga D❑ugla5-fir 18o pia nfa No Significant Yes Remove Grading Not tagged, Identified site trees 9 mEAKE iJ by surVeyot 20992 Alnus rubro Red alder 16.4 1-. I. ila nfa N0 Signlficam Yes Remand Grading Not tagged, Identified site trees 9 hy$urveypr Z0994 Pseudotsuga Douglas -fin 6.0 nfa nfa No Significant Yes Remove Grading Not tagged, identified site trees 15 rnenrif-SP by survnyor 21071 Pseudotsuga Douglas -fir 16.0 fh nfa No Significant Yes Remove Grading Not tagged, identified site trees Tract C m iesi by surveyor 21203 A—rhoclophyfAL Rigleaf maple 6.11 V. nfa #REF! No Significant Yes Retain Not tagged, Id.hUlfied site trees 25 by surveyor, likely less than 6 Inches at time of tree inyMTOry 214M A4o1us domestfco Common apple 19.0 8, 10, lA n/a nfa No Significant Yes Remove Grading Not tagged, Identified site trees 25 by surveyor 21534 Thuju PJf;oW Western redcedar 32,0 nfa nfa IR 13 Yes Significant Yes Retain Inventoried 1i19f3019 offsite offsite byTSL()5Hestimated, father) Maintain LOD. 21739 Acer macrophyrrum grgleaf maple 14.0 nfa nfa No 5ylnificant Yes Remne New ROW Nat tagged, Identifleaf site trees - New ROW by surveyor New ROW 217K Arnvsrubria Red alder a.0 nfa nla No Significant Yes Remove New ROW Not tagged,iderrtiFied site trees- New ROW by surueydr New ROW 2179-1 Acerrnocreph0i`am Rigleaf maple 12.0 nJa nfa No Significant Yes Remove New ROW site Trees- New ROW New ROW 21793 pseudotsugo bouglas-fir 3ca cl nfa n(a No Significant Yes liemove Grading Not tagged, lderttiHed slte irees tractA menrrerjj by surveyor 21798 A[,?-rubro Red alder 14.0 V. nfa No Significant Yes Remove Grading Not tagged, iderrgied site trees Tract A by surveyor 219A8 PseVdotsUgV Dougla5-fir 280 fi nfa 19 No Significant Yes Retain Not inventorledlbyTSl, offsite offsite meuiesil data is from survey. father) Maintain LOD. A ArertnaerophyRum Bigleaf maple - . Good Good 28 15 N0 sigr1iflcant Yes ket•In Adjacent to tree 42 9, offsite offsite codominant Item of father) ahout 20", 12' Inxo property s AcermayaphyRum grgleaf maple 20-0 Good Good 18 13 No significant Yes #cram Adjacent to tree 9269, offsRo offsite 1-F into property father) = Acer macropbyJrum Rigleat ma pie 23.0 211, S.E Good Good 26 15 No Sigrirficant Yes fleoin Adjacent to tree #269,2 offsAe offsite frees w shared canopy, (other) 20 inches on one w two Sin rh stems, 14 It Into prop D Al--ophyJlum Bigleaf maple -�3 Good Gabd 25 15 No 5ignlfcant Yes Retain Adjacent m free #274, oflMT. ofFsim 12' over property line f other) E P$eUdotsvgp Douglas -fir Good G❑Pd Z3 0 No Significant Y4s. Retain Adjacent to tree 4322r aff5ite offsite m... f_0 14' into property {other) F Pseudarswd Douglas -fir Good Good 31 21 Yes signlflcam Yes Ream Adjacent to tree #327, afR;te offslte menrresif 19' over property line {other) G Pseudotspgp Douglas -fir 19' Good Good 23 13 No Significant Yes Ramie Adjacent to tree#327, offsite off$it. mlYl2JrsfJ 20' aver property Zinc father) N Acer macmphofum Bigleaf maple 15.1) Cood Good 22 1D No Significant Yes Retain Adjacent to tree 4327, offsite offsee 2D' over property line }other) I Acer macrapbyJfum Bigleaf maple 9,u Good Good 21 6 No significant Yes Retain Adjacent to tree #327, nffslte offsite 24' oYeF property line father) 1 Acermvcropholurrm Bigleaf maple 10.0 Good Good 24 7 No Significant Yes Retain Adjacent to tree #327, offsite offsite Z2' over ptdperty ling fouler) K Acer marenpbyH4^ eiglcaf maple i4.0 Good Good 16 9 Na SignlF nt Yin Retain Adjacent La tree p327, offsite aflsite 24]' Pver Property line JMtler) L Acer mocropho?um Rigleaf maple 19.0 Good Good 24 13 No 5ignifirant Yes Hetain Adjacent to tree #327r offsite offsite 20d aver property line lotfler) M Pseudocsugo Douglas -fir 35.0 Good Good 19 23 Yes 51Bnifcant Yes RetaFn Adjacent tatree #328, offsite offsite merifiesli 5' over property Line, (other) kink in trunk 20' N AcermacrophOl"m Bigleaf maple 15.0 Good Good 26 10 No Significant Yes Retain Adjacent totree#328. offsite offsite 10' over property line father) 0 Acer ffi_c byJfum grgleaf maple 2&3 20,20 Good Good 25 1S No Srgnlfleam Ycs Retain Adjacent to.tree n613, affslte offsite straddles property line lather) P Thufopfkdtd Western redcedar 10.0 Good Gbod l0 7 No Significant Yes Rem❑vu Adjaceht tv tree#613, sItAlreti Lot 24 straddles property line q Arerrriu-Whyd4,m RiEgIeaf p.pl. 16.0 Fair Fair 20 11 No Significant Yes Remove Adjacent miree9613. sltetrees Lot 24 canopy overhangs by 15' R PsppdotSU¢o Dvudlas-fir GPad Good 14 D N❑ Significant Yes Aetaln Adiacent to tree east, offsite Pfftim mcnr) J gfoupl ng of Douglas• further) firs, overhangs property by 5-10' 6 Pseudotsvgo Douglas -fir Goad Good 1s 0 No Significant Yes Retain Adjacent to tree WX3, offsite offsite h, nafwsif cluster of Douglas -firs lrYiher) oyerhangs by 15' T 7110rakora, Western redcedar, 11, 8, 22 Good Good 15-20 0 No Significant Yes 8etam Adjacent co tree 9904, offsite offsite PseudQmNJV Douglas -fir, aigleaf duster of tree$ father) menzJes;J, Acer maple overhanging site by 15- mprrpphyAw- RV U Pseudorsuga Douglas -fir Good Good 15 11 No 5ignificant Yes Retain Adjacent to treeu422, offsite offsite FIF ieS++ 15' frarn property line {other) V Psrudatsugd Douglas -fit ... Goad Good 19 20 yes Significant Yt5 Retain Adjaceritf611ree#937, of Fsite offsite merlzims "Posted no trespassing" lorther) sign, canopy overhl p property line W 7hu/aplirata Westem redcedar Good Good 10 0 No Signlflcant Yes Retain Adjacent to tree 8951, offsite offsite "25 western redcedar5 father) aldng property line, crosses hy8.10' k Pseudotsuga Douglas -fir 28.0 Good Good 6 19 No 5lgnif1can1 Yes Retain OverhangsProperty lrne offsite offsite menziesn {other) y Pseudotsuga DauZIL&,6r Good Good Yes DrlpLlne posslhty offsite of`mte merixM4 1111-D I 1111 1 [grilflcam JP.t.in overhangs, not clear. {other) Measured just in ca5e BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION Tree DSH bripline Ib Scientific Name Common Name Pseudotsuga menxlesfi Douglas -fir inches Radius (feetJ location Notes Recommendatit A 24.0 12 West of LOT 22 ft from property line. No None 12 canopy over site. B Pseudotsuga menriesh Douglas -fir 10.0 $ West of LOT 25 ftfrom property line. No None 32 canoilliv over site. C Pseudotsuga menrresd Douglas -fir 12.0 10 West of LOT 25 ft from property line. No None 12 canopy over site. D Pseudotsuga menxresfi Douglas -fir 12.0 10 West of LOT 24 ft from property line. No None 32 canopy over site. E Pseudotsuga merirresfi Douglas -fir &0 10 West of LOT 24 ft from property line. No None 32 lRaRpy over site._ 25 ft from tree #45, 20 ft from Show on site pla F Arbutus menzfesii Pacific madrone 26.0 45 West of LOT 32 property line. Canopy overhangs clearance prunit site by 25 ft from proposed i G �' Thuja plicato Western redcedar 30 ft frofn tree #200, 16 ft from Show on site plE 32.0 20 West of LOT 32 property line. Canopy overhangs disturbances pre �_TR,Y.4_CF_ .. 7.5 16 West of LOT I•f Acermacrophyllum Bigleaf maple 10 ft frorn property line. No None 11 caiouv over site. 9. PROTECTION MEASURES DURING CONSTRUCTION: ins 02.24.2D20 ns; determine whether :g is required; impacts eta ining wall minimal ns; minimal posed in this area PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED ON SITE AND OFF SITE. OFF -SITE TREES CONTAINING DRIP LINES THAT ENCROACH ONTO THE SITE UNDER CONSTRUCTION SHALL BE CONSIDERED PROTECTED TREES UNLESS IT IS DETERMINED THE ABUTTING PROPERTY OWNER IS IN COMPLIANCE WITH SUBSECTION C OF THIS SECTION, ALLOWED TREE REMOVAL ACTIVITIES. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING -PROTECTED TREES," OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY. (ORD. 5958, 12-9-2019). E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012). F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012). G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AN/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3-2012; ORD. 5841-6-12-2017). TJS 1/12/22 BJT I suRVEYED: SCALE N/A DESIGNED: TJS DRAWN: TJS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKM: BJT BY DATE APPR APPROVED: BJT VERTICAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M • CITY OF ,RiRENTON Nksgv Planning/Building/Public Works Dept. One sign per 50 feet - (minimum of 2 signs) Dripline f ' y d� j ram_ o4-- I �y7 I I I I I I I I I ,•C i 6 Ft. Temporary v i Chain Link Fence R-404855 ROOTS NO TRESSPASSING PROTECTED TREES Z 4�1423 �1 S/4NA L'' 2/ 7/2 V E C v .� O (0 C Z C LU C � N M C a00N 0 Qq C VI 4 O N /c�v W U r a) Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT TREE RETENTION DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Itzi- N CD CD CD MI W Q M� W CD CD CD C0 DATE 2/7/2022 m FIMDBOOK: F-- O PAGE r ^ No: L.Li w U 68 " 89 LL_ m 00 LANDSCAPE AND SOIL NOTESI;t a � OF � 0 FOREST TERRACE PLAT w A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. ~ CITY OF RENTON, KING COUNTY, WASHINGTON LANDSCAPE NOTES AND REQUIREMENTS 1. ALL LANDSCAPE WORK SHALL COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS_ IF THERE 15 A J CONFLICT BETWEEN JURISDICTIONAL REQUIREMENTS AND THE CONTRACT DOCUMENTS, r CONSTRUCTION DRAWINGS, NOTES, DETAILS, OR ANY OTHER DOCUMENTATION FOR THE WORK TO W BE UNDERTAKEN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING r � IMMEDIATELY FOR CLARIFICATION. 2, COORDINATE NOTES, DETAILS, AND DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR rr SHALL REVIEW THE S[TE AND CONSTRUCTION DOCUMENTS AND IMMEDIATELY REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT. W 3. CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEARS OF EXPERIENCE INSTALLING SIM[LAR WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. 4. CONTRACTOR TO FURNISH ALL MATERIALS, LABOR, EQUIPMENT, AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT, AND PREPARATION OF SOIL, FINISH GRADE, PLACEMENT OF W ui SPECIFIED PLANT MATERIALS, COMPOST, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90 DAYS MAINTENANCE PER TREE, SHRUB, AND OTHER WOODY PLANT MANAGEMENT - STANDARD PRACTICES, LATEST EDITION (ANSI A300). 5, CONTRACTOR SHALL CLEARLY MARK ALL PROPERTY LINES AND LIMITS OF WORK PRIOR TO BEGINNING ANY WORK. 6- CONTRACTOR SHALL USE FULL SIZE CONSTRUCTION DOCUMENTS IN THE FIELD AT ALL TIMES. 7, CONTRACTOR SHALL KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. CONTRACTOR SHALL REPAIR AREAS DAMAGED DUE TO CONSTRUCTION INCLUDING DAMAGE TO EXISTING IRRIGATION SYSTEMS, IF PRESENT, TO MATCH CONDITIONS PRIOR TO THE START OF CONSTRUCTION_ MAINTAIN LANDSCAPE PROTECTION DURING INSTALLATION AND A+IAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DI RECTED BY OWNER'S REPRESENTATIVE. S. ALL LANDSCAPE MATERIALS AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. SUBMITTALS 9, SUBMIT FIVE (5) COPIES OF THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A. DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED B. TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS C. TREE STAKING AND GUYING MATERIALS D. ONE (1) QUART SIZE SAMPLES OF TOPSOIL AND MULCH E_ PLANTING SCHEDULE INCLUDING DATES AND TIMES F. MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR UTILITIES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARITY WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. VERIFY ALL UTILITY LOCATIONS, PADS, AND APPURTENANCES PRIOR TO CONSTRUCTION. DO NOT BLOCK ACCESS TO UTILITY STRUCTURES. REPORT DISCREPANCIES IMMEDIATELY TO LANDSCAPE ARCHITECT AND OWNER'S REP. 2. TREE LOCATIONS TO BE COORDINATED WITH EXISTING AND PROPOSED UNDERGROUND UTILITIES TO ACHIEVE SEPARATION PER JURISDICTIONAL REQUIREMENTS. IF NO JURISDICTIONAL REQUIREMENTS. ALL TREES TO BE LOCATED MIN 10 FT FROM ALL UNDERGROUND UTILITIES. VERIFY UTILITY LOCATIONS PRIOR TO PLANTING TREES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF PROPOSED TREE LOCATIONS CONFLICT WITH UTILITY LOCATIONS, 6 MAINTENANCE I 1. CONTRACTOR TO PROVIDE OWNER'S REP WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER'S REP_ PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING, REPAIRING OF TREE GUYS AND10R STAKES, cn RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES, AND w MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE 15 NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. 2, CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE AND PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF THE WORK BY OWNER'S REP. BEGIN MAINTENANCE 6 IMMEDIATELY FOLLOWING INSTALLATION. MAINTAIN THE PLANTING AREAS FOR ONE (1) YEAR AFTER o ACCEPTANCE OF INSTALLATION BY OWNER'S REP. s" 3. REPAIR ALL EXISTING PLANTING AREAS BY REMOVING INVASIVE SPECIES, PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE, AND RE -MULCHING TO SPECIFIED DEPTH FOLLOWING 0_ RECOMMENDATIONS PER ANSI A340, 4. PLAINT ESTABLISHMENT PROCEDURES INCLUDE WATERING, PROTECTION FROM INSECTS OR a DISEASE, WEEDING, PRUNING, MOWING, AND OTHER ACTIVITIES AS REQUIRED AND AS IDENTIFIED IN NOTES. 5, CONTRACTOR TO REPLACE DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY AT NO ADDITIONAL COST TO OWNER. IMMEDIATELY REPLACE DEFECTIVE MATERIALS AS DETERMINED BY OWNER'S REP OR LANDSCAPE ARCHITECT WITH PLANT MATERIALS OF THE SAME SPECIES AT A SIZE TO MATCH EXISTING ADJACENT MATERIALS, 6. UPON COMPLETION OF THE WARRANTYIPLANT ESTABLISHMENT PERIOD, APPLY 3" ARBORIST CHIP cl MULCH TO ALL PLANTING AREAS_ 7, ANTI -DESICCANT TO BE "WILT -PROOF," FORTY-EIGHT (48) HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1ST THROUGH SEPTEMBER 30TH, THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. F PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. CD S. UPON COMPLETION OF THE WARRANTY PERIOD, SUBMIT A WRITTEN REQUEST FOR FINAL 0° INSPECTION TO THE OWNER'S REP. CONTRACTOR TO REPLACE OR REPAIR DEFICIENT ITEMS NOTED IN THE INSPECTION. CONTRACTOR ATTENDANCE IS REQUIRED AT SECOND INSPECTION WITH OWNER'S REP. OWNER'S REP TO ISSUE NOTICE OF ACCEPTANCE TO THE CONTRACTOR WHEN ALL WORK IS COMPLETED AND ACCEPTED. c v BENCHMARK o FOUND PUNCHMARK IN IY4" BRASS DSK INMONUMENT IN CASE DATUM 0.4' BELOWNCRETE GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) J w NAD '83/' 1 1 NAVD '88 N:191092.94, E:131 1476.14 r L_ SOIL PREPARATION NOTES AND REQUIREMENTS GENERAL REQUIREMENTS 1. CONTRACTOR SHALL SUPPLY ALL SOILS, COMPOST, MULCHES, AND RELATED MATERIALS. CONTRACTOR SHALL DETERMINE THE VOLUME OF MATERIALS REQUIRED PER THE INFORMATION ON PLANS, DETAILS, AND NOTED HERE -IN_ 2, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE MATERIAL SOURCES. 3, ALL LANDSCAPE AREAS, AREAS OF BARE SOIL, AREAS IMPACTED BY VEHICULAR USE OF ANY KIND, OR STORAGE OF MATERIALS OUTSIDE OF THE CLEARING LIMITS SHALL RECEIVE FULL SUBGRADE PREPARATION, INCLUDING COMPOST AND AMENDMENTS. 4, CONTRACTOR SHALL ACCOMMODATE ANY FLUFF FACTOR OR SETTLING OF SOILS, DEPTHS SHOWN ARE MINIMUMS. 5, AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL SEND TWO (2) REPRESENTATIVE SOIL SAMPLES FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT TO TESTING LABORATORY FOR TEST #AD5-2_ SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITAB€LITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATIONS RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. 6, SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE CHANGE ORDER FOR ADDITION OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT_ MATERIALS 7, TOPSOIL TO CONSIST OF EQUAL PARTS BY VOLUME SANDY LOAM, COMPOST, AND COARSE -WASHED SAND OR EQUIVALENT, PROCESSED THROUGH A 1/2" SIEVE. TOPSOIL SHALL NOT CONTAIN ANY RECYCLED MATERIAL, FOREIGN MATERIALS, OR ANY LISTED NOXIOUS AND NUISANCE WEEDS OF ANY CLASS DESIGNATED BY AUTHORIZED STATE OR COUNTY OFFICIALS. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE SHALL CONTAIN AMENDMENTS AS LISTED BELOW. 8. COMPOST PRODUCTS SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF ORGANIC MATERIALS UNDER CONTROLLED CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. COMPOST SHALL BE STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE GENERATION. COMPOST SHALL BE MATURE WITH REGARD TO ITS SUITABILITY FOR SERVING AS A SOIL AMENDMENT. THE COMPOST SHALL HAVE A MOISTURE CONTENT THAT HAS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. A. FINE COMPOST SHALL MEET THE FOLLOWING GRADATION: I. PERCENT PASSING 1" SIEVE SIZE; MIN 100% ii_ PERCENT PASSING 5f8" SIEVE SIZE: MIN 90%, MAX 1DO% €ii. PERCENT PASSING 1/4' SIEVE SIZE: MIN 75%, MAX 100% B. COARSE COMPOST SHALL MEET THE FOLLOWING GRADATION: I. PERCENT PASSING 2" SIEVE SIZE; MIN 1DO% ii. PERCENT PASSING 1" SIEVE SIZE: MIN 90%, MAX 100% iii_ PERCENT PASSING 3/4" SIEVE SIZE: MIN 70%, MAX 100% Iv. PERCENT PASSING 114" SIEVE SIZE: MIN 40%, MAX 60% C. MINIMUM ORGANIC MATTER OF COMPOST PRODUCTS SHALL BE 40% BY DRY WEIGHT, D. THE COMPOST PRODUCT SHALL ORIGINATE FROM ORGANIC WOOD WASTE, YARD DEBRIS, POST -CONSUMER FOOD WASTE, PRE -CONSUMER ANIMAL -BASED WASTES, AND10R PRE -CONSUMER VEGETATIVE WASTE. THE CONTRACTOR SHALL PROVIDE A LIST OF COMPOST SOURCES BY PERCENTAGE IN THE FINAL COMPOST PRODUCT TO THE LANDSCAPE ARCHITECT. 9, ARBORIST CHIP MULCH SHALL BE COARSE GROUND WOOD CHIPS (APPROXIMATELY 1J2" TO 6" ALONG THE LONGEST DIMENSION) DERIVED FROM THE MECHANICAL GRINDING OR SHREDDING OF THE ABOVE-GROU ND PORTIONS OF TREES. IT MAY CONTAIN WOOD. WOOD FIBER. BARK, BRANCHES, AND LEAVES; BUT IT MAY NOT CONTAIN VISIBLE AMOUNTS OF SOIL- IT SHALL BE FREE OF WEEDS AND WEED SEEDS INCLUDING, BUT NOT LIMITED TO, ANY LISTED NOXIOUS AND NUISANCE WEEDS OF ANY CLASS DESIGNATED BY AUTHORIZED STATE OR COUNTY OFFICIALS_ IT MAY NOT CONTAIN MORE THAN 112 PERCENT BY WEIGHT OF MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE. CERAMICS. METAL, ETC.). WHEN TESTED, ARBORIST CHIP MULCH SHALL MEET THE FOLLOWING LOOSE VOLUME GRADATION: A. PERCENT PASSING 2" SIEVE SIZE: MAX 100% B_ PERCENT PASSING 1" SIEVE SIZE: MAX 100% C. PERCENT PASSING 5/8" SIEVE SIZE; MAX 50% D. PERCENT PASSING 1I4" SIEVE SIZE; MAX 40% SOIL AMENDMENTS 10. ALL DISTURBED SOIL AMENDMENTS MUST MEET THE REQUIREMENTS OF THE SOIL AMENDMENT BMP IN CR49. SEE SOIL DETAIL SHEET 70. 11, SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGJNEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING; 11.1- A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FOUND PUNCHMARK IN 4�" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N:191241.77, E:1311481.30 FROM 6.0 TO &0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT INHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 11.2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 11.3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: 11,3.1- THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. 11.3.2_ B) CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING "A)' ABOVE: OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220, 11.4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. SUBGRADE PREPARATION 13. ESTABLISH SUBGRADE ELEVATIONS THAT WILL ACCOMMODATE TOPSOIL, AMENDMENT, AND MULCH DEPTHS. SUBGRADE PREPARATION FOR PLANTING, BIORETENTION, AND LAWN AREAS SHALL BE AS FOLLOWS: A. RhP SUB -GRADE TO A DEPTH OF EIGHT (8) INCHES. B. REMOVE COBBLES, ROCKS, CONCRETE, ASPHALT, AND OTHER DEBRIS OVER TWO (2) INCHES IN DIAMETER FOR PLANTING AND BIORETENTION AREAS AND ONE-HALF (112) INCH DIAMETER FOR LAWN AREAS. C. TILL THREE (3) INCHES OF ORGANIC FINE COMPOST INTO THE SUB -GRADE TO A DEPTH OF EIGHT (8) INCHES, TILLING THE COMPOST INTO THE SOIL SHALL BE ACCOMPLISHED BY TILLING IT TWICE, THE SECOND TIME PERPENDICULAR TO THE FIRST. 16. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUBGRADE PRIOR TO SUBGRADE PREPARATION. 17, THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES THAT HAVE BECOME COMPACTED TO A DEPTH OF TWELVE (12) INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER_ SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 18. VERIFY THAT ALL SOIL CONTAMINANTS (INCLUDING, BUT NOT LIMITED TO, PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETEIASPHALT SPOILS, ETC-) HAVE BEEN SATISFACTORILY REMOVED FROM ALL PLANTING AREAS. REMOVE ANY ASPHALT EXTENDING BEYOND SIB{ (5) INCHES FROM CURBS INTO ADJACENT LANDSCAPES_ DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND APPROVED BY OWNER'S REPRESENTATIVE. 19- MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY_ WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. FINAL GRADING AND MULCHING 20. ALL FINISH GRADES TO BE SMOOTH. EVEN GRADES AND LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILS. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES_ SEE GRADING PLANS FOR FINAL ELEVATIONS. 21. ALL LANDSCAPE AREAS NOT COVERED BY LAWN ANDIOR SEED SHALL RECEIVE THREE (3) INCHES OF ARBORIST CHIP MULCH: UON. FINELY GRADE MULCH AWAY FROM TREE TRUNKS AND SHRUB STEMS. DO NOT PLACE MULCH DIRECTLY AGAINST TREE TRUNKS OR STEMS, APPLICANT SHALL PAY REPLACEMENT TREE FEE -IN -LIEU PRIOR TO PRECON MEETING. 1 CITY OF RENTON 2ND REVIEW JLB 2110f2020 JLB 9fimy o: SCALE; AS NOTED 2 CITY REVIEW COMMENTS4113120 J.MV 41281)020 JMV CCSKMo- JMV 3 CITY REVIEW COMMENTS 8M20 TCR 5107{2020 JMV 3 CITY & SECONDARY TREE REVIEW COMMENTS 9124f20 TCR 912412020 JMV JMV awe w� Al FELL Sc.%" W matoW ocm SCALE AMDRoWwar CHWE �tV11/ NO. REVISION BY DATE APPR 0ao+Eo: JMV VERrWA: wAVO 19W Fqf ONTAL: W IM/1991 C A.T€J m CITY OF RENTON Plonning%Building/Public Works Dept. LIST OF LANDSCAPE Ul1.010.1 V Xvj F;ll I Le K Know what's below. Lail before you dig. Dial 811 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL DOCUMENTS B&B BALLED AND BURLAPPED BC BOTTOM OF CURB BW BOTTOM OF WALL BOC BACK OF CURB CAL CALIPER CI P CAST IN PLACE CIVIL CIVIL ENGINEERING DOCUMENTS CCNT CONTAINER CY CUBIC YARDS DBH DIAMETER AT BREAST HEIGHT DEMO DEMOLITION DIA DIAMETER DT DROUGHT TOLERANT DTLS DETAIL DRAWINGS ESMT EASEMENT ELEC ELECTRICAL DOCUMENTS EX EXISTING FOC FACE OF CURB FT FEET GAL GALLON HT HEIGHT LF LINEAR FEET LIM LIMIT OF WORK MAX MAXIMUM MECH MECHANICAL DOCUMENTS MIN MINIMUM NIA NOT APPLICABLE NIC NOT IN CONTRACT OC ON CENTER OAE OR APPROVED EQUAL P&P PRESERVE AND PROTECT � 0- PA PLANTING AREA � PH PHASE POC POINT OF CONNECTION _0 PRECON PRE -CONSTRUCTION T' �,b° PROP PROPOSED PT PRESSURE TREATED REP REPRESENTATIVE � REQ REQUIREMENTS SIG SIGNIFICANT SPEC SPECIFICATIONS = o Ld u SF SQUARE FEET ~ TEMP TEMPORARY 0 TC TOP OF CURB w TP TREE PROTECTION z z Tvv TOP OF WALL w L` z TYP TYPICAL C3 " 00 04 t; � UON UNLESS OTHERWISE NOTED co � r WD WIDTH I I ``' 3: uD u) t, z Lo e I) LC] ww R-404856 0 S c9 x :.. w 0 q '0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I_ CURRENT PLANNING 0 MHerrera 11/23/2020 EDEVELO:PIMENT ENGINEERING +: o 02115/2021 - LANDSCAPE AND SOIL NOTES FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #110 BELLEVUE, OVA 98006 C. W (o C) co cr qr_ cr O PATE: W z 9/27/2a pD IFELD OCK PAr.E: "0: W uj Ir L/- Sheer:: O Y 69 LL (li J IL Lli rr W w O LL Q CL cv PLANTING NOTES AND REQUIREMENTS 1. TREES, WHIPS, SHRUBS, GROUND COVERS, CUTTINGS, LIVE STAKES, LIVE POLES, RHIZOMES, TUBERS, ROOTSTOCK, AND SEEDLINGS WILL HEREINAFTER BE REFERRED TO COLLECTIVELY AS "PLANTS" OR "PLANT MATERIAL". 2- THE CONTRACTOR SHALL ENSURE ADEQUATE AND PROPER CARE OF ALL PLANT MATERIAL AND WORK DONE ON THIS PROJECT UNTIL ALL PLANT ESTABLISHMENT PERIODS REQUIRED BY THE CONTRACT ARE COMPLETE OR UNTIL PHYSICAL COMPLETION OF THE PROJECT, WHICHEVER IS LAST. EXISTING VEGETATION SHALL NOT BE DISTURBED UNLESS REQUIRED BY THE CONTRACT OR APPROVED BY THE ENGINEER. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES, LION. 3, ADEQUATE AND PROPER CARE SHALL INCLUDE, BUT IS NOT LIMITED TO, KEEPING ALL PLANT MATERIAL IN A HEALTHY GROWING CONDITION BY WATERING, CULTIVATING, PRUNING, AND SPRAYING. PLANT MATERIAL CROWNS, RUNNERS, AND BRANCHES SHALL BE KEPT FREE OF MULCH AT ALL TIMES, THIS WORK SHALL INCLUDE KEEPING THE PLANTED AND SEEDED AREAS FREE FROM INSECT INFESTATION, WEEDS, OR UNWANTED VEGETATION, LITTER, AND OTHER DEBRIS ALONG WITH RETAINING THE FINISHED GRADES AND MULCH IN A NEAT AND UNIFORM CONDITION. 4- THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR THE MAINTENANCE AND APPEARANCE OF THE LANDSCAPE. THE CONTRACTOR SHALL CONTROL WEED AND PEST SPECIES WITHIN THE PROJECT AREA USING INTEGRATED PEST MANAGEMENT PRINCIPLES CONSISTING OF MECHANICAL, BIOLOGICAL, AND CHEMICAL CONTROLS AS DESIGNATED OR APPROVED BY THE ENGINEER OR LANDSCAPE ARCHITECT. THOSE WEEDS SPECIFIED AS NOXIOUS BY THE STATE DEPARTMENT OF AGRICULTURE, THE LOCAL WEED DISTRICT. OR THE COUNTY NOXIOUS WEED CONTROL BOARD, AND OTHER SPECIES IDENTIFIED BY THE CONTRACTING AGENCY, SHALL BE CONTROLLED ON THE PROJECT, GRASS GROWING WITHIN THE MULCH RING OF A PLANT SHALL BE CONSIDERED A WEED AND BE CONTROLLED ON THE PROJECT. 5. PRECON MEETING BETWEEN GENERAL CONTRACTOR, LANDSCAPE CONTRACTOR, AND OWNER'S REP REQUIRED PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS TO REVIEW CONDITIONS AND IDENTIFY COORDINATION REQUIREMENTS. PLANTMATERIAL & SEE PLANT SCHEDULE FOR SPECIES AND QUANTITIES OF PLANT MATERIAL. ALL PLANT MATERIAL SHALL BE NURSERY GROWN (NOT FIELD COLLECTED) AND SHALL BE CONTAINERIZED OR BALLED AND BURLAPPED, PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIESIHYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE_ 7, NO SUBSTITUTION OF PLANT MATERIAL, SPECIES, OR VARIETY SHALL BE PERMITTED UNLESS WRITTEN EVIDENCE OF LACK OF PLANT MATERIAL IS SUBMITTED TO THE OWNER'S REP FROM TWO (2) QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS THAT ARE PERMITTED ARE TO BE IN WRITING FROM THE LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES, AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL OF A REVISED LANDSCAPE PLAN FOR CITY APPROVAL, 8. PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION. PLANTS TO BE FULLY ALIVE, VIGOROUS, AND WELL -FORMED WITH WELL -DEVELOPED FIBROUS ROOT SYSTEMS_ ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY OWNER'S REP TO HAVE DAMAGE, DEFORMITIES OF STEM, BRANCHES, OR ROOTS, LACK SYMMETRY, HAVE MULTIPLE LEADERS OR 'Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET MINIMUM STANDARDS OF (AAN) AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION (ANSI 760.1)• WILL BE REJECTED, 9, SPECIFIED PLANT CONTAINER SIZE, HEIGHT, OR CALIPER IS THE MINIMUM ACCEPTABLE SIZE FOR ALL PLANT MATERIAL. MEASUREMENTS, CALIPER, BRANCHING, GRADING QUALITY, AND BALLING AND BURLAPPING MATERIAL SHALL CONFORM TO MINIMUM STANDARDS OF ANSI 760.1, LATEST EDITION. PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. 10. SEED MIXES TO BE COMMERCIALLY PREPARED AND SUPPLIED IN SEALED CONTAINERS. THE LABELS SHALL SHOW. COMMON AND BOTANICAL NAMES OF SEED, LOT NUMBER, NET WEIGHT, POUNDS OF PURE LIVE SEE (PLS) IN THE MIX, AND ORIGIN OF SEED. l 1. HYDROSEED SPECIES AND SEEDING RATES TO BE DETERMINED, QUANTITIES FOR TACKIFIER, MULCH, FERTILIZER, AND ANY NEEDED NURSE SEED TO BE DETERMINED. OWNER'S REP TO PROVIDE SITE CONSTRUCTION AND HYDROSEED SCHEDULE TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IN ORDER TO DEVELOP OVERALL SEEDING STRATEGY AND TO SPECIFY CORRECT QUANTITIES OF MATERIALS RELATED TO THE INSTALLATION OF HYDROSEED AND ASSOCIATED PRODUCTS AND MATERIALS. APPLY HYDROSEED PER MANUFACTURER'S AND SEED SUPPLIER'S RECOMMENDATIONS. 12. SOD GRASS; CONTRACTOR SHALL SUBMIT AVAILABLE 50D GRASS MIXTURES ON THE CURRENT MARKET TO THE LANDSCAPE ARCHITECT FOR SELECTION AND APPROVAL. THE SOD SHALL BE FIELD GROWN, ONE CALENDAR YEAR OR OLDER, HAVE A WELL -DEVELOPED ROOT STRUCTURE, AND BE FREE OF ALL WEEDS, DISEASE, AND INSECT DAMAGE. PRIOR TO CUTTING, THE SOD SHALL BE GREEN, IN AN ACTIVE AND VIGOROUS STATE OF GROWTH, AND MOWED TO A HEIGHT NOT EXCEEDING ONE (1) INCH. THE SOD SHALL BE CUT WITH A MINIMUM OF ONE (1) INCH OF SOIL ADHERING. PLANTING AND TREE RETENTION NOTES a OF � FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON INSTALLATION 13. PLANT MATERIAL SHALL BE DELIVERED AFTER PREPARATION OF PLANTING AREAS HAS BEEN COMPLETED AND SHALL BE INSTALLED IMMEDIATELY, IF INSTALLATION IS DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP, OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE_ 14. CONTRACTOR SHALL INSTALL PLANT MATERIALS ONLY AFTER ALL OTHER CONSTRUCTION OPERATIONS THAT CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED, PLANT MATERIALS SHALL BE INSTALLED AFTER THE IRRIGATION SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER'S REP. 15. PRIOR TO INSTALLATION, ALL PLANT MATERIAL SHALL BE APPROVED BY THE OWNER'S REP AT THE TIME OF DELIVERY TO THE SITE FOR CONFORMANCE WITH THE REQUIREMENTS OF THE PLANT SCHEDULE, PLANT SPECIFICATIONS, AND STORAGE AND HANDLING REQUIREMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) WEEKS OF NOTICE PRIOR TO DELIVERY TO THE OWNER'$ REP. 16. HANDLE PLANTS WITH CARE- DO NOT DAMAGE OR BREAK ROOT SYSTEM: BARK, OR BRANCHES. REPAIR ANDIOR REPLACE ITEMS DAMAGED AS A RESULT OF WORK OR WORK THAT IS NOT IN COMPLIANCE WITH PLANS AND NOTES AS DIRECTED BY OWNER'S REP AT NO ADDITIONAL COST TO THE OWNER. 17_ ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER PLANS- LAYOUT OF PLANTING AREAS AND PLACEMENT OF TREES, SHRUBS: AND GROUNDCOVERS SHALL BE APPROVED BY THE OWNER'S REP PRIOR TO I NSTALLAT10N. UTILITY CLEARANCES FOR PLANT MATERIALS SHALL BE: a. GROUNDCOVER SHALL BE LOCATED MIN 24 INCHES FROM FIRE HYDRANTS AND UTILITY VAULTS- b. SHRUBS SHALL BE LOCATED MIN 3 FEET FROM BUILDING WALLS AND MIN 8 FEET FROM FIRE HYDRANTS AND UTILITY VAULTS. c, TREE TRUNKS SHALL BE LOCATED MIN 15 FEET FROM BUILDING WALLS AND STREET LIGHTS, MIN 10 FEET FROM UNDERGROUND UTILITIES, AND MIN 3 FEET FROM EDGE OF PLANTING AREA_ d. TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UTILITIES, BUILDING ENTRANCES, OR WINDOWS. ADJUSTMENTS GREATER THAN 15' OC MUST BE APPROVED BY LANDSCAPE ARCHITECT. 18, TREES SHALL BE INSTALLED FIRST; SHRUBS SECOND; AND GROUNDCOVERS THIRD. EXCAVATE PIT, PLANT, AND STAKE OR GUY AS CALLED OUT AND DETAILED_ EXCAVATE PITS FOR GROUNDCOVERS TO A MIN 3 INCHES BELOW AND TWICE THE ROOT BALL DIA. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWNS ARE AT PROPER GRADE AS DETAILED. ALL PLANT MATERIAL AND SUPPORTS TO STAND VERTICAL. 19_ CONTRACTOR SHALL BACKFILL PLANTING PITS WITH PLANTING SOIL AS DEFINED IN SOIL PREPARATION NOTES. SETTLE PLANTING SOIL USING WATER ONLY. MECHANICAL COMPACTION IS NOT PERMITTED. 20- TREES SHALL BE STAKED OR GUYED PER DETAILS WITHIN TWENTY-FOUR (24) HOURS OF INSTALLATION. STAKES TO BE MIN 8 FEET LENGTH LODGEPOLE PINE STAKES WITH 2 INCH DIAMETER_ GUY MATERIAL TO BE ONE (1) INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES OR 318 INCH DIAMETER RUBBER. WIRE IS NOT PERMITTED. 21. LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. TREE RETENTION AND REPLACEMENT 1. SEE SHEET 73 FOR TREE AND PLANT SCHEDULES. 2. TOTAL REPLACEMENT TREE INCHES (SEE TREE RETENTION WORKSHEET THIS PAGE): 1,716 INCHES REQUIRED 3. TOTAL REQUIRED TREES PER RIVIC 4.4.070 50 PERCENT OF REQUIRED TREES: 85 TREES x 2" DBH = 4. TOTAL REQUIRED REPLACEMENT TREES: 858 TREES - 103 TREES = 205 TREES 205 TREES x 50% = 103 TREES 103 TREES (206" DBH) REQUIRED 755 REPLACEMENT TREES REQ. Print Form Reset form Save Form DEPARTMENT OF COMMUNITY ���� AND ECONOMIC DEVELOPMENT - TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425,430-7200 I www.Fentonwa.gov 1. Total number of trees Oder 6" diameters, or alder or Ioottanwood trees at least S' in diameter on project site '.cal trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 37 trees Trees in proposed public streets iso trees Trees in proposed private access easements}tracts 0 trees Trees in critical areas' and buffers 4 trees Total number of excluded trees: 2M trees 3. Subtract fine 2 from line 1: 828 trees 4. Next, to determine the number of trees that must be retained°, multiply fine 3 by: 0.3 in zones RC, R-1, R-4, R 5or R-8 0-2 in all other residential tones 0.1 in all commercial and industrial zones 248 trees 5, List the number of 6" in diameter, or airier or cottonwood trees over r 1n diameter that you are proposing' to retain': 105 trees 6. Subtract fine S from line 4 for trees to be replaced: (if line 6 is taroor less, stop here. Na replacement trees are required) 143 trees 7. Multiply lure 6 by 12" for number of required replacement inches: t.zT$ inches S. Proposed slre of trees to meet additional planting requirement: ir1/finl mu rnrcall per trees required for replampnent, OtheryAse enter 0 s in ehes per tree 9. ❑ivide line 7 by fine far number of replacement trees6: (tr remainder Is .5 or greater, round up to the next whale number) 858 trees ' Measured at 4,5' above grade. ' A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape arditect, or cartiFed arbedrit, and approved by the City- } Crltical areas, such as wetlands, streams, Iloodplalns and protected slopes, are defined In RMC 4.3.050. ' Count only those trees to be retained outsWe of c6tical areas and buffers. sTfie City may require modihtation of the tree mWntlon plan to ensure fMFiti9n of the maximum nurnkf of trees per RMC44-130H7a, • When the required number flf protected trees cannot be retained, mplatemerlttrees, with at least a two-irtch (2") Caliper 9r an evergreen at least six beet(V) tall, Shall be planted_ See RMC4-4-11(t-H.1_0,(il) for prohibited types of replacement tree'_ I H:WEDkOata\Farms-TemplatesUr if -Help NandoutslplannlaglTree Retention worUt eat -door asimi5 5. 103 REQUIRED TREES + 341 REPLACEMENT TREES: 444 TOTAL REPLACEMENT TREES PROPOSED 31 1 TREES oR 622 CALIPER INCHES FEE -IN -LIEU CHARGE OF $2 1 5 PER CALIPER INCH -$1 3,73O.Oa docuSign Envelope ID: GEECF5EkE3 G02A-4E4A-B431&A317AA639878 PLANTING 9EMUNCIMilIRBET}; uHDiSTUF:DEO TuR rLAviNj nRE LS. VEC�7AT14r�SEE N415t 9EE N4TE1 }rfrilr . Uw-GE lfilioN . ,may _ CRxSS: SE€O 4RSOQ IwiT4E VCGETh'ION ULAPl4lff%EDDJ9TpIE 57OIL ONQISTURBED NATNE SM OPTION t - NO Dl$TURRAN¢E T4' APHORISE WXV:C+UP IAf W. FEE STD P1,ANN rd 5' OF CWPOST INCORFORAT€4 INTO B' OF S17E SML (TOTAL ,MENDEp DFPTRCf W. FORA SUTLRO OEPTn GF �r-I SIJB$Q14 54ARIFIFE};� eEl rjN LOWC67 AMENDED LAYER fl2' BELOW SOIL SURFACE[ W-A'ARBORIST wool?OHp mu[.CH.. sm. PL t+2G2.m d' wSPCRTED TOPSOIL Mix OER7Hl SUBSOIL S SGIWFIED B• MUM iMpuk rEu rc-5ou m% "TING e602 ,a• W RPRF {LAW}!) AREAS CRASS: SEED DR &OD t 7S9F GaMFMT MrQRFWAlFD INTO 5.2F• OF 8rE SCR (TOTAL AMENDED DEPTH X B.S. FQRASETTLED DEPTH OFW 5U35C14 SCARIF0E0 i' EIELOW GOGWIDST AMENDED LAYER 112'IM.DP SOIL SORFACEI OPTIONS 2. 3. AND 4 -AMEND IN PLACE OR STOCKPILE AND AMEND PUBLIC WORKS DEPARTMENT TURF LAM, AREAS fr 17 OIRTION 5 - IMPORTED TOPSOIL Off: QiiFt g4R NOTES: i. raFnsnFNnnrstune+Lr�eroaeFeH[ao ANP E%I$Tlr,l� l+�{,ETAT19H AFI(f 591E TV ee PROTECTED FROM COH9TRUCTIOH WPALTS. d' IM%?RTIF_0 TOPSOIL rnx EC:[1MPAGTE6 GENERAL NOTE'!: PEPTNI I TO MEASURE 3Srr QD0rH;WNTER FOIL SUFFICIENTLY TO FU4Y$A311RA7�SMi 4DUT CAUSINGEROSION s aS01L rS 2. COMPOST 7OVEET TD. PLAN,7133iN' BELOW IMPORTED G9MpACiTAN OF TOPSOIL •;yn4AE RFOUIRUII TOFSOILL,Ix TO BE TG 95%Gf&tANDAHL) PROC I OR 4 SEE 0W4i7 UCTFW. P4ANS FOR iFFi::FIC T'Ti Orb T RE9U I REMEH T S UNLESS CTHERWIS'_ NCTED, DRAWING S NOT-0 SCAL •MM STD. PLAN - 264.00 F 0. SOIL AMENDMENT SECTIONS GAZ 9IZ812Di8 1 DATE :45 Know what's below. Call before you dig. Dial 811 Ln _w z (I7 tW Ld C J ]C � 2 Z LLJ04 Li LLJ <nC*4 04 z z � c3 cv 00 2 w I I W w r 3:LnLr) Zz CDZ �� Ln Ln ww 00 Y R-404857 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Il-- CURRENT PLANNING MHerrera 11/23/2020 DEVELOPMENT ENGINEERING ` msippe 02/15/2021 1 CITY OF RENTON 2ND REVIEW JLB 2110f2020 JLB 9fimTEo: SME: PLANTING AND TREE RETENTION NOTES ,ZONT A: iEtAva L 3/ CITY O F �EN�HII�AQI� 2 CITY REVIEW COMMENTS 4113120 J.MV 4I2812020 JMV ItOFer<QnjrAL: FIAp rT�lTy9t BENCHMARK � lI\ DEs�I} AS NOTED Ali_ � 3 CITY REVIEW COMMENTS8M20 TCR 5107f2020 JMV ,�mv '. FOREST TERRACE PLAT FOUND PUNCHMARK IN 1�%" BRASS FOUND PUNCHMARK IN �" BRASS PIN DPAWN: RENTON DATUMTI Il ■ DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 3 CITY &SECONDARY TREE REVIEW COMMENTS 9r24f20 TCR 9124f2020 JMV ��y PU LTE GROUP, INC LJI6i1k 1 UM �� Al � E CA.TI_lhrl PlDnning%Building/Public Works Dept, 3535 FACTORIA BLVD S.E., #110 O.4' BELOW GRADE �7/2Of2O17) 1.4' BELOW GRADE �7/20/2b17} 6TIr�p� HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) W HOT oW MTL�I NAD '$3/' 1 1 NAVD '813 N:19 i D92.94, E: i 31 147fi. i 4 N: i 91241.77, E:13 i 1481.30 NO. REVISION BY DATE APPR D. t�xE AMDREWPlay L BELLEVUE, OVA 98006 J C. w C) co Irb GATE: w z 9/27/20 En FFELDBOCK PAr..El DRA*M1G "0, w Ir W SHEET: OF: n O U 70 LL Id I I I x 1n W m O ry F 0 U cn rri N 0 N 0 0 a J I rn r10 00 i c a) 0 c 01 I') 00 co 0 0 11=30' w 0 PLANTING PLAN (WEST) OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E.. W.M. ® Know what's below. p Call before you dig. 1 Dial 811 15 30 60 SLOPED AREAS BEHIND RETAINING WALLS: SPLIT RAIL FENCE WITH SIGNAGE, TYP. SEE DETAILS. TREE PROTECTION KEYNOTE: � • !Trees •� • 1 1 • •• •• 1 • • 1 • I 1' .. v �' • • 4 ' �rnr_.rrrlrrs..�rarr�rr�,r•ac�` 1, �� •er plan � i� �/ �► i r o i` =I♦ I J�'01� MAR-01IKIM t,�,'L�, �; ► r r� � � i "'y � i a v , r-lr►r'�i'�rtr rir\\rrrl rr � �� �� �rcrtri.�r��ccs�rr�cccticlr�rccrrc�cccrcccrr�rncr�,�crrrccr�ca�rr' � � A��� • .� • - • • • • . � e 1• 1 1 +f•.-'. rmir're Ile--4'r t�rlc �� �`,• �� `, �� . � � \r rrrrrrrrrt•rrrrrrr�rrrl�rrirrrlrr�rrrrrrrrrrr[, � ���I -r--®e' >♦ _ • \\� ��i - �� .. • • • • • • • • 1 1 i ► �♦ t - �- 1-cccacc�ccccac :c�c���l `' _ ,� I ► • • • ' •' • • ' • 1 1 �• `►'rr rr l at rc -cc,rc clmi vcocrI as Ir c�r►r'��r'scn� ►. :• •• • -•• 1 • • 1 • 4 TREES RE ! ! ; • PROPOSED PROPOSED6 TREES SPLIT RAIL FENCE, TY-. SEE DETAILS. .-- � �10293 SIF 5,000 2.06 4 TREES �� ��a►.��_00 .�. itiY' I f V',. e.iW ��I. J�' fr._ 1=y'r? �'�Z�l! 1 0 �. ►.•il� �+_ -.4�`• •: 111 1 • 11 111 • 11 111 • 11 111 . - • • - - • •. • , Air, MINIM- 8 TREES PROPOSED W1, 4 TREES REQ 4 TREES REQ 4 TREES REQ 4 TREE 3 REQ Md M, MA fis 316%. P �1' 8 TREES PROPOSED 4 TREES PROPOSED 4 TREES PROPOSED 4 TREES PROPOSED • 1�II:�. IRA T . . MA 1�� r a . �-----_- - � .Q.�:u� _� �� /����j�1����'�'��`*��♦�♦�♦� ���.'�~♦���:0 V�� �'TP°IC'iilliiii �ii7ilY/YjA�11� - . • --�:�� ��'; — �'1���® - \!►.� i� .���+1 11�u'. +♦ - ►��I�II�R��►�!��. O" ♦�jINVI �%I �tr.r��� ��,•��A��I Ih�iTly��j�jQ=r•/ i' ��s 11..,.1i',UI ; ? ��' / il��b�J�,�i1v�T11r I�I�♦ %� ,.. �. �!;. 1 !�,0.����0���� ��j��� ����wi �.^ I�I�I�I 1. i i i - i • - - i - �. +'.►� �\ �_I,►��tl��w��i►�.w_ _A�.�w`:I, 1i4=►� .il�_'��i�al������ �, __�_��.�.i���_ 1 ��.� _ ll._ iil�[ -- — - SPLIT RAIL FENCE WITH TREEF WA\S ON SIGN. SEE DETAILS / i� c PROTECTION � ®IG Fx Fx I / �.;:�..:' THIS SET Q I . OFF M y\ VHF NOTE: MAINTAIN MIN. 5 HORIZONTAL I I \ <: I 9360 SF / 5,000 = 1.87 (2) 9115 SF / 5,000 = 1.82 (2) 9100 SF / 5,000 = 1.82 (2) 9100 SF / 5,000 = 1.82 (2) 9100 SF / 5,000 = 1.82 (2) �� } �' CLEARANCE BETWEEN CONCRETE Milk/_ / I 2x2TREES- 2x2TREES= 2x2TREES= 2x2TREES= 2x2TREES= ...01 \* :'� 1 611 SF / 5,000 = 1.92 (2) 9629 SF / 5,000 - 1.93 (2) ,;. 'FOOTINGS FOR FENCE AND BURIED I I. 1171 - - - �� 4 OL MPIC PIPELINES. THIS MAY 4 TREES REQ 4 TREES REQ 4 TREES REQ 4 TREES REQ 4 TREES REQ 0 Y I ` hum 2 x 2 TREES = 2 x 2 TREES = i I REQUIRE USE OF 10' OR 12' RAILS i 8 TREES PROPOSED 9 TREES PROPOSED 10 TREES PROPOSED 7 TREES PROPOSED 7 TREES PROPOSED �h ♦ \\o ♦ 4 TREES REQ - - - ^ _ 4 TREES REQ H NECESSARY. I •I -- WERE NE SARY �,� l J • 26 TREES PROPOSED - - - 6 TREES PROPOSED 7 Sc \ Ia •s' n,IIIarie 13 r II , I I 16 17 18 •I F 12 Z F JRETAINING WALL, TYP. I W Z 5 I I � "F \ I nrm \ - wa.11 onro II _ ' ; Via\ .iid TRAC - E ! I ! 1 .... . W� �J- SEE W . Z E .. N 2„F ...... .............. d ZJ D ... . ` LLJ .... ...Q2„F LIJ \.TI �-' �i �i / / /` ♦ o./. y -_ a\l-rY?fl- s em�� ..�_•_- _ ` s' . I ' °�..//I .. i/�qii ��. \ aIl w\wuIuwpwi®" / .,:� :� -- � r �� \:A -A JwiI.IIIU / -•i wmumii , /ain;mu�/\a�iiimu;�l,ii61 , . _`�e,> .` � '�\w _ �\\ � �. \. `��` w'�\\Il�ar=��.`�9.,�r�\ Ilflre/�,' ms• ` `- - .. -- V- -\-si . -' -+__.-� _ o_ _- -__ _- . -♦ -- - - - r-- - - - -- _- _ ��- _ `wQ> CD CN 00 Z 0I- @ wm � 00 J—> LLJ ZZW ,LLJ m --- Q Z 24"F ............ .._..... N N Z - . .�� I—,W0561A W Lc) Ln 7N..... N N\/ OO t�NCE AGE, IYP,lLOPED AREA TYP: c) �n E2THE, \ HERRERA, 8/021g AMENDED 73, ............ .... - \r\TITrees flr a 1 moi = SLOPED AREAS BEHIND RETAINING WALLS: _ ;.; ` �~ - - _ _ - ; _ _ I planted _ _ \ C ,, • @,\\\Il lflr„ _ l - .� PIT -PLANT TREES; OMIT ORGANIC MULCH; / `� r - _ _ _ \ i 52 HYDROSEED WITH LOW -GROW MIXTURE, ��\'� ` ti'�_ -+- .i23, \ - ! \ / r' /185\ \ I J TYP. SEE NOTES AND PLANT SCHEDULE per Ian CI 5 \, - . , L - �v 24 _ R-404858 ° 3 /......./......................... - - - `� `� \ / ' '� �CI� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 24�\ \ / /— — / F \ l I � 26S/YI .... 1Q522 � DEVELOPMENT ENGINEERING \/'8 \233 23�,msippo 09/24/2021 + L�LJ 37 © \ ,�... _ _ —�--.I i` %, c� j. 270 I. 5 PER SITE PLAN TCR 3/30/2021 JMV SURVEYED: SCALE: VERTICAL: NAVD 1988 > > �� BENCHMARK 6 REVISED PER CLIENT TCR 4/22/2021 JMV HORIZONTAL: NAD 1983/1991 C 1 T Y OF PLANTING PLAN (WEST) DESIGNED: �" - 3�1-��� ` FOUND PUNCHMARK IN 1%" BRASS FOUND PUNCHMARK IN %8" BRASS PIN 7 REVISED PER CLIENT TCR 6/24/2021 JMV DRAWN. ,1MV R E N TON F 0 R E S T TERRACE PLAT 8 CITY REVIEW COMMENTS TCR 7/23/2021 JMV PULTE GROUP, INC DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE JMV ONE INCH DATUM 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) 9 TREES ON SLOPES PER MATTHEW HERRERA TCR 1 8/30/2021 JMV CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #1 10 HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) JIMV IF NOT ONE INCH ' NO, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE WA 98006 NAD 83/' 1 1 NAVD 88 N:191092.94, E:131 1476.14 N:191241.77, E:131 1481.30 JMV U t) III Q 00 � r oc 0 LLJ ` DATE: 9/3/21 m FIELDBOOK: O PAGE: DRAWING NO: LIJ Lj U SHEET: 71 OF: Q `jq I I I I a� x V) ry w m O t- 0 U N d N O N N E N a 0 +a 3 J I rn I10 Ib i c N O Ip _ • I I I A I A all • • � '` � !•.\ R� ��. � ems. �� � I. A � I.� its � i.� .� � � � � � � — — — _ - - - - �V � — --.7 W.fT7v.1T99@.P�_ _!�. A\. ����—���oed0�i�1.��Y` `- Y..� -� �. �• t� �.� �� �� )� !�. �1\ � _ — � .///G7//r//!i////:JGw/-J'm= alemm.nmo/1//►?dw9 QY-rt_�!/I11111 //fir=-.a=Gi//Ia • • u �rI•.��� i1""rrr i7n%1Iwvy 1.ae+a�.��aosT>��/•��,��+r��•��.�.r�rrs��r-��r� _ r��rr` _ - - - = -- - - - - 1 ' - • • II II . �' S �' �3✓.� r/'r///r/'/'/'/rTrrv�► l'•.>;Sri„ /i ��/ �r� ���/ "r,i iri�i�iir�r�i�IL%vm ., .4FILma m.o • /ITA it" i 9�� 1 rr�r>,�r>,rr.rvrr<rr>,vi• gad 61. r -//_�a��_. -- wag///�...�� ---����-.....mac.-ra--- ��.������..�--�a�a��sa/���.���a:"i'� • II ,��� _lam • - - -- ---- '�- - -- ',aaaaInd r�r �� �� ®� .1r3-:-"� �'� .. • - • • • • • - 1 `li A T�%rt • ------------ o i ►, r`(m'C J� III:::.:e: • • • ,i 1 • 1 ' 1 • 1 � � 1 •ice.-�''1�'� +�j. V;ir`;:11 :p'► ®�� i - • • ' • - 1 - • • 1 �. �Q ........ �ii�_ - In,VA .. ►�� MITI .. ►�� �� ►�� •► ►�� � .�' ���=�.r 't�,�3�j'(� . ► c�lr�� 1� ,��►,�C,��It- � i� � � • • • • � • rq ���'�.=�^ ;rid ��� ,��-�►_�i' �`� ����� � III _.i�l � �� ( �� ��'—���� 1 - � 1 I • - • � • -ITI � I.�: � ' � :•� o I � ,ill,/�'' � � � �- � � r • � . . . . - ��� •.. _ _1•� .."�i=i��L7[�iii57rrr/V _ � i� \I �yId. ��Q :_�.-„alf/YAr�� �,-.�i%���XS�, _C�r _ -..s � � - � �_ i �•� '� �m ,� lul~ ICI • ��''�''�� I� �1nA\W •5 ll'�I'�IISi' rW ►��'► — ��'- ✓ 0 a1�. 171 J Q ./gip=+� ,TI E71N�_ '.ram - I�I i�l�---r!;���rl► 1`�: +_��°'r'�=--�li'' e - �A- --�-"- 1� : : : - : • - : - I V (ll Iva .� a T�—e a L.W:et► alll I ��— �/1 - tic;! - 'no L .v— -- d UPS ®� OWN .. I&I m Ell M F Or 11 — all ■• ?`1`TII•�I- ";�1� f+�Y�� _ITIIT) �I.�j�'i1 ��11 ���{:.w^_ ►�?' � � U d 171' a. _ �_a o_..��i 11 I1111 I 1Q�I 1I t —� Y V �a:- �Q—J ��u { rj•tl • it t ,e „ s i;Ri7iiii hat�I �1�+�9!`�F+ S: a4.�_ _ SI�•��7►'_.�'Aal�r�e+�[9[9'�i��i�4.1 �_D-G� far' '` •• -i ♦ f 1 i� Il flTli�(I ,� 1111r11�� •� - a - - 11 vim, ram+ ali_.I�!_ al.►` I J A .,�✓�j 1 / _ I�au -- � iY. �_•C_�_,r / r���1�t�1✓ ���b�� i��� S/7�mill I im I' I �� --- J <..I KW I.1C / '. I ` SPLIT RAIL FENCE ... t' 11 Y VVIVII LI/-%I 14 VL V V I I I I VI I I VI I \LI Y I M Y V I /-%I YVr-Al X `TREE ROT CT'" ACT ,, � / ----- WfT SIGNAGE, TYP. — — — — — - 4 x 2 TREES = 25 SEE DETAILS. SLOPED AREAS, TYP: 8 TREES REO _ AMENDED PER MATTHEW ---- G 8 TREES PROPOSED _ M Herrera 09/16/2021 322 - HERRERA, 8/12/2021 c �- b \ �` W 4) / ... /.. �21 O 1 / \ rDEVELOPMENT ENGINEERING �0 - I ♦ 2327 0. I 323 324../L . /:� _'. _'.. \..+ _ O _ _ ' e 32ms ppo 09/24/2021 y / n a �I I 5 PER SITE PLAN TCR 3/30/2021 JMV SURVEYED: SCALE: ' DATE: HORIZONTAL: p�1983�1991 • PLANTING PLAN (EAST) 9/3/21 � z BENCHMARK 6 REVISED PER CLIENT TCR 4/22/2021 JMV DESIGNED: ill - 30'-011 % CITY OF 0 7 REVISED PER CLIENT TCR 6/24/2021 JMV JMV FOREST TERRACE PLAT FIELDBOOK: FOUND PUNCHMARK IN 1%4 BRASS FOUND PUNCHMARK IN %8 BRASS PIN 8 CITY REVIEW COMMENTS TCR 7/23/2021 JMV DRAWN. JMV R E N TO N P U L T E GROUP I N C PAGE. DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE ONE INCH DATUM t DRAWING NO: w 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) 9 TREES ON SLOPES PER MATTHEW HERRERA TCR 8/30/2021 JMV CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #1 10 w HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) IF NOT ONE INCH ' NO, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE WA 98006 SHEET: OF: Q U NAD 83/' 1 1 NAVD 88 N:191092.94, E:131 1476.14 N:191241.77, E:131 1481.30 JMV 72 E19 u— m co TREE AND PLANT SCHEDULES 01 CD OD J v OF a FOREST TERRACE PLAT LU A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON REQUIRED TREE SCHEDULE (50 PERCENT DEDICATED TO TREE REPLACEMENT) PLANT SCHEDULE TREES BOTANICAL/ COMMON NAME ABIES GRANDIS / GRAND FIR J ACER CIRCINATUM / VINE MAPLE 0— MULTI -STEMMED, UPRIGHT SPREADING LIJ CORNUS. KOUSA CHINENSIS / CHINESE DOGWOOD C) CORNUS NUTTALLII / WESTERN FLOWERING DOGWOOD W * PARROTIA PERSICA I PERSICN PARROTIA W • PSEUDOTSUGA MENZIESII / DOUGLAS FIR O THUJA PLICATA I WESTERN RED CEDAR STREET TREES BOTANICAL I COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE OTY B & 8 6' - 7' H3. MEDIUM NATIVE EVERGREEN 8 8 & S 2" CAL OR 3" TOTAL MULTISTEM MEDIUM NATIVE DECIDUOUS 24 B & B 2" CAL MEDIUM EXOTIC DECIDUOUS 12 B & B 2" CAL MEDIUM NATIVE DECIDUOUS 11 B & B 2" CAL OR 3" TOTAL MULTI STEM MEDIUM EXOTIC DECIDUOUS 56 B & B 6' - 7' HT. MEDIUM NATIVE EVERGREEN 21 B & B 6' - 7' HT. LOW NATIVE EVERGREEN 12 CONT. SIZE WATER USE ORIGIN FOLIAGE QTY NYSSA SYLVATICA` / SOUR GUM B & B 2" CAL LOW N. AM. NATIVE DECIDUOUS 14 NURSERY GROWN FOR STREET TREE USE, BRANCHED AT FIVE (5) FEET. 20 FT OC, MAX TILIA AMERICANA / AMERICAN LINDEN B & B 2" CAL NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET. 20 FT OC, MAX ZELKOVA SERRATA 'GREEN VASE`/ GREEN VASE SAWLEAF ZELKOVA 8 & 8 2" CAL NURSERY GROWN FOR STREET TREE USE. BRANCHED AT FIVE (5) FEET_ 30 FT OC, MAX "CALIPER SHALL BE MEASURED 4.5 FEET ABOVE GRADE. REPLACEMENT TREE SCHEDULE TREES (D 0 0 MEDIUM MEDIUM N. AM. NATIVE DECIDUOUS 5 EXOTIC DECIDUOUS 42 TOTAL REQ TREES: 205 TREES 50% TOTAL REQ TREES: 205 x 50% = 103 TREES REPLACEMENT INCHES: 103 TREES x 2" DBH =206" DBH BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE QTY ABIES GRANDIS / GRAND FIR B & B 6' - 7' HT, MEDIUM NATIVE EVERGREEN 82 ACER CIRCINATUM / VINE MAPLE B & B 2" CAL OR 3" TOTAL MULTISTENI MEDIUM NATIVE DECIDUOUS 108 MULTI -STEMMED, UPRIGHT SPREADING ACER MACROPHYLLUM / BIG LEAF MAPLE B & B 2" CAL MEDIUM NATIVE DECIDUOUS 8 CORNUS KOUSA CHINENSIS / CHINESE DOGWOOD B & B 2" CAL MEDIUM EXOTIC DECIDUOUS 27 CORNUS NUTTALLII / WESTERN FLOWERING DOGWOOD B & B 2" CAL MEDIUM NATIVE DECIDUOUS 22 PARROTIA PERSICA I PERSICN PARROTIA B & B 2" CAL OR 3" TOTAL MULTISTENI MEDIUM EXOTIC DECIDUOUS 13 PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B 6'- 7' HT. MEDIUM NATIVE EVERGREEN 28 THUJA PLICATA / WESTERN RED CEDAR B & B 6' - 7' HT. LOW NATIVE EVERGREEN 53 TOTAL REQ TREES: 341 TREES REPLACEMENT INCHES: 341 TREES x 2" DBH = 682" DBH 'CALIPER SHALL BE MEASURED 4.6 FEET ABOVE GRADE. 1 CITY OF RENTON 2ND REVIEW BENCHBENCHMARK 2 CITY REVIEW COMMENTS 4113120 MARK 3 CITY REVIEW COMMENTS 817120 FOUND PUNCHMARK IN 1%- BRASS FOUND PUNCHMARK IN 6" BRASS PIN DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 3 CITY & SECONDARY TREE REVIEW COMMENTS 9124f20 DATUM 0.4' BELOW GRADE (7/20/2017) 1.4' RFLOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/' 1 1 NAVD '88 N:191092.94, E:131 1476.14 N:191241.77, E:131 1481.30 NO. REVISION SHRUBS BOTANICAL I COMMON NAME AABIES BALSAMEA'NANA' / DWARF BALSAM FIR Cx CISTUS X HYBRIDUS / WHITE ROCKROSE CORNUS SERICEA'KELSEY]' / KELSEYI'S DWARF RED -OSIER DOGWOOD FORSYTHIA X 'FIESTA' / FIESTA FORSYTHIA MAHONIA NERVOSA I OREGON GRAPE MC MORELLA CALIFORNICA I CALIFORNIA WAX MYRTLE POLYSTI CHUM MUNITUM I WESTERN SWORD FERN RISES SANGUINEUM / RED FLOWERING CURRANT Rn ROSA NUTKANA I NOOTKA ROSE SALIX HOOKERIANA / DUNE WILLOW Td THUJOPSIS DOLABRATA `NANA' I DEERHORN CEDAR TC TSUGA CANADENSIS 'JERVIS' / DWARF CANADIAN HEMLOCK VACCINIUM OVATUM I EVERGREEN HUCKLEBERRY GRASSIGRASS-LIKE BOTANICAL I COMMON NAME CONT. WATER USE ORIGIN FOLIAGE SPACING QTY #2 MEDIUM NATIVE EVERGREEN 36" o.c. 120 92 LOW HYBRID EVERGREEN 60" O.C. 7 #2 MEDIUM NATIVE DECIDUOUS 36" O.C. 84 #2 LOW HYBRID DECIDUOUS 48" c,c. 65 #2 LOW NATIVE EVERGREEN 48" c.c. 134 #2 LOW NATIVE EVERGREEN 144" a.c. 13 #2 LOW NATIVE EVERGREEN 48" C.C. 206 #2 LOW NATIVE DECIDUOUS 72" o.c. 20 #2 MEDIUM NATIVE DECIDUOUS 48" o,c, 51 #2 MEDIUM NATIVE DECIDUOUS 96" O.C. 1 #2 MEDIUM EXOTIC EVERGREEN 60" 0,c. 31 #2 MEDIUM NATIVE EVERGREEN 48" c.c. 46 #2 LOW NATIVE EVERGREEN 72" o.c. 34 HELICTOTRICHON SEMPERVIRENS 'SAPPHIRE' / BLUE OAT GRASS #2 LOW EXOTIC EVERGREEN 36" o.c. 56 PENNISETUM ❑RIENTALE 'KARLEY ROSE' / KARLEY ROSE FOUNTAIN GRASS 92 MEDIUM EXOTIC PERENNIAL 48" o.c. 10 GROUND COVERS BOTANICAL I COMMON NAME CONT. WATER USE ORIGIN FOLIAGE SPACING QTY F".] ERICA CINEREA 'C.D. EASON' / C.D. EASON HEATHER #1 MEDIUM EXOTIC EVERGREEN 24" a.c. 23 F7 FRAGARIA CHILOENSIS I BEACH STRAWBERRY WHITE BLOOMS IN EARLY SUMMER SOD GRASS 12,915 SF SEED OR SOD. SEE PLANTING NOTES. SEED MIX TOLERANT OF PNW CLIMATE QTY GROUNDCOVER MIX, TYPE A 119,459 SF " INSTALL GROUNDCOVER PLANTS IN GROUPS OF 5 OR 9 OF THE SAME SPECIES. ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 33,106 FRAGARIA CHI LOENSIS / BEACH STRAWBERRY 11,036 MAHONIA REPENS / CREEPING MAHONIA 11,036 GROUNDCOVER MIX, TYPE B QTY 18,332 SF * INSTALL GROUNDCOVER PLANTS IN GROUPS OF 5-OR 9 OF THE SAME SPECIES. ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 4,234 BLECHNUM SPICANT I DEER FERN 477 FRAGARIA CHILOEN5IS / BEACH STRAWBERRY 847 HELIANTHEMUM NUMMULARIUM 'BEN LED I' / BEN LEDI SUNROSE 847 IRIS TENAX I OREGON IRIS 847 NARCISSUS X'MOUNT HOOD' / MOUNT HOOD DAFFODIL 424 RUDBECKIA FULGIDA SUILL IVANTII 'GOLDSTURM' / BLACK-EYED SUSAN 424 NURSERY GROWN FROM CUTTINGS, NOT FROM SEED. NATIVE POLLINATOR MIX 8,977 SF WILDFLOWER/GRASS SEED MIXTURE BY SUNMARK SEEDS. INSTALL SEED, FERTILIZER, TACKiFIER, AND MULCH PER SEED SOURCE SPECIFICATIONS. PHONE 503-241-7333 .ALB 2110f2020 JLB suRvErEo JMV 41281)020 AN DESM,NED: JMV TCR 5107f2020 AW TCR 912412020 JMV ate' JAAV CHEdtE4: Jmv BY DATE APPRPRovEo= JMY SME: vc, ir-k: PWVD 19BB AS NOTED HMZONTk; W +mt+1", E A.TI.1 M AT FULL 5CAP, 1F NOT ONE O CM SCALE ACCORDIFOLY Know what's below. Call before you dig. Dial 811 4" POT LOW NATIVE EVERGREEN 24" o.c. 108 L; 2 �U V] W J x d z z w rr3 CV CV z � c3 " 00 2 aCO C-4 p W I I w w r un L = Z Id7 I [ ] w w 4" POT 60% @ 18" cc � w ` > 4" POT 20% a@ 18" oc 4" POT 20% @ 18" oc CITY OF RENTON Plonning%Building%Public Works Dept. S 50% @ 18" oc / 2 i 10% a@ 24' oc LU C9 10% @ 18" 00 10% @ 18" Oc 10% u@ 118" oc 5% C@ 18" oc R-404 0 V �0 5% @ " V VV IN COMPLIANCE VIf1TH CITYF RENTCN STANDARDS CURRENT PLANNING J Herrera 11 /23/2 20 W (0 DEVELOPMENT ENGINEERING < co msippo 021112021 TREE AND PLANT SCHEDULES DATE 9/27/20 En FOREST TERRACE PLAT M` OCK PULTE GROUP, INC W „� 3535 FACTORIA BLVD S.E., #110 Uj Cc BELLEVUE, WA 98006 0 O U_ m SHEET. OF 73 $ Uj W l— I— LLI 0 U_ CD Q NOTES 1. KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES, 2. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. 3. PROTECT TRUNK AND LIMBS FROM INJURY. 4, BACKFILL TO BE SETTLED USING WATER ONLY - NC MECHANICAL COMPACTION. 5- REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL - PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE TO "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLE) BACK FROM TRUNK 8" TO 10" REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS PREPARE PLANTING BED PER SPEG'S; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF R007BALL AND 2 TIMES BALL DIAMETER SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" �D�EIDUOUS TREE �PLANTING �AN�DS TAKING 7 NOT TO SCALE Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER Wf H DEEPROOT -REE RDOT BARRIER INSET INTO CONCRETE, BARRIER INSTALLED IN ATRENLTI IN SUBGRADE WHICH 15 THEN COMPACHR BARRIER 15 SET SO THAT TOP EDGE MLL BE 2' (517M) BEI-OWFINISH GRADEOFCURB, AND SET FLUSH WITH EDGE OF CURB- BARRIER RIBS FACE MWARD TREE RDCITS. VSTAUATION SEQUENCE 1, Prepare base and subgrade come* 2. Trench to appropriate depth for Installation of • root barrier z thattop4barrier is Y (SEm) ;. Wow finish grade of top of curb. 3. Place root barrier in trench vertical ribs must face toward tree rants 4 Nckfrll and comp a to requirements. 5. Place farm material against barrier (It may be nal led from the outside of the form) T TYPICAL SECTION OF CURS, GUTTER AND SIDEWALK W7H DEEPRODTTREE ROOT BARRIER INSE71NM �.q CONCRETE MRRIER INSTALLED IN ATiIENCH IN SUBGRADE WHICH IS THEN C 01FAC M BARRIER 15 5ET SQ THAT WP EDGE VALL BE T (5CM) ABOVE COMPACTED BASE (or halfway between base and finish grade of SW}. BARRIER RIBS FACE TOWARk} TREE ROOTS. 'All v r 4 4 Suhgrade companion Compacted cruOk base. Ty0mI De%Root UB 24-Z optwnal use of UB 18.2 u�n Tap of roar barrier 2' ' - o 'A ficm)belowfrnish grade d c rb 41 ,�. _ tic 4:' w - •�•• �.. �i: .r 5-'� M1f. .. pp�� 5ubgrade W06mm} DeepRmAUB NI-2, UB m,2 or LR t2-2 Top of root bander 2' (5* bek m finish grade of curb S>7 FINISH GRADE LANDSCAPE AND PLANTING DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON (2) LODGEPOLE STAKES; TIE AT APPROX. V3 TO V2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB. DO NOT INSTALL STAKES FOR TREES 3" DOH AND GREATER. 3" DEEP SAUCER FOR WATER MULCH LAYER ` REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. Of 2 TIMES DIA. OF R007BALL AT BALL CENTER, TAPERING PIT GRADE TO ♦=iNISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRAOE. CR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY: NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. v I EVERGREEN TREE PLANTING AND STAKING NOT TO SCALE Cwnpactedrnashedhase I„ .,', t4 3x THE ROOTBALL SubgradetanpaEtlon DIAMETER NOTE; ~ TypIEal QeepRoat UB 24-Z oprlonalusedUB18-2 APPLY ADDITIONAL 4 OZ, 5-32-16 FERTILIZER INTO TOP 2" OF PLANTING SOIL. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT, INSTALLATION SEQUENCE 1. Prepare base and subgTade 2.Tremh to appropriate depth for Installation of root barr}erso that top of barrier is 2" (Stm) below finish grade of top of sJdgwA (or halfway between top of compacted base and finish grade of 5W) 3. Place root barrier in t1nch,Yertk3l CorKreta ribs must fate toward tree roots. f 4. Backflll and compact to requirements. 5. Place fu m material against barrier (It may be nailed from the outside Of the form) Ifdt WANT NM; Tree WxIon must align wpih'�5-IlUlt' Elmer qr I)drtier, Muaimum6 panels ar k31'uleaTfeet [3,6dm1, SHRUB PLANTING NTS SHRUB -PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH LAYER. HOLD MULCH BACK FROM STEM 4" SAUCER FOR WATERING BACKFILL WITH PLANTING SOIL. SEE NOTES SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1f3 or BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE Sensitive Area Signs Per City of Renton Standards — Chamber Tap of Post 45 Degrees Gx6" Split Cedar Post Topn All Four Sides A Depth of V Zx6" Split Cedar Rails V, , 1 Attach Pre -Printed Metal Sign To Past io With Two 5/8- Din. Galvanired b Carriage Bolts m Pitch Surface ra Drain TREE PROTECTION SIGN- Finish Elevation SEE DETAIL ABOVE IT Concrete Foaling --6aekfzH With Native Swl d" --i--€ampatted Granular Sub -Rare 12, Post Connectic SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS NTS NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1%- BRASS FOUND PUNCHMARK IN BRASS PIN DATUM "ti A TI Il ■ DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE LJI�''k 1 VIYI 0.4' BELOW GRADE (7/20/2017) 1.4- BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/' 1 1 NAVD '88 N:191092.94, E:131 1476.14 N:191241.77, E:131 1481.30 1 CITY OF RENTON 2ND REVIEW 2 CITY REVIEW COMMENTS 4113120 3 CITY REVIEW COMMENTS B17120 3 CITY & SECONDARY TREE REVIEW COMMENTS 9124120 NO. REVISION PROPOSED DECIDUOUS OR EVERGRE TF DO NOT MODIFY ROOT Be MULCH PER $PECIFICATIC ROUND -TOPPED S BERM b" HiGH X 8' W. ABOVE ROOT BALL $URFACE $He BE CENTERED ON THE ❑OWNF SIDE OF THE ROOT FALL FOR 2• BERM SHALL BEGIN AT ROOT 8+ PERI PHE JUTE FABRIC TO BE INSTALLED SLOPES STEEPER THAN 2:$ T3IROVG11C ALL LANDSCAPE BEDS WHERE TREE A TOBE INSTALLED.OVERLAPFABRLCEDC MINIMUM 12". METAL LANDSCAPE STAR 48" ON -CENTER ALONG ALL EDC TOPSOIL PER NOTES AND DETA TREE PLANTING ON SLOPE NOT TO SCALE NOTES 1. SEE PLANT SCHEDULE FOR GROUNDCOVER SPECIES, SIZE, AND SPACING. 2. REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL- 1 HOLD PLANTS TWO-THIRDS {3) OF THE RECOMMENDED O.G. PLANT SPACING FROM EDGE OF PLANTING AREA- 4, SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. SOIL SHALL BE SETTLED USING WATER ONLY. DO NOT PLANT IN WET CONDITIONS, PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY- 6- ALL PLANTS SHALL BE INSTALLED PRIOR TO MULCHING. GRCUNDC0VER PLANTING 114" =V-0'" � a H* pmaMd and care far this a ►least cwtad cow ti Ilwn (MI �36• m nil h wnbuis w emm*L i TREE STAKE. PER SPECIFICATIONS ONE OF TWO SHOWN DO NOT PIERCE ROOTBALL WITH TREE STAKES. INSTALL STAKES ON SIDES OF TREES PARALLEL WITH SLOPE. DO NOT STAKE TREE$ WITH 3' DBH OR GREATER PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6' LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR W ATE R AROU ND THE ROOT BAL L TO SETTLE THE SOIL. MULCH PER NOTES AND DETAILS TOPSOIL PER NOTES AND DETAILS FINISHEDSU6-GRADE WITHOUT SPECIFIED TOPSOIL AND MULCH JUTE FABRIC FINISHED SUB -GRADE BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. POSITION CROWN OF PLANT "' ABOVE FINISH GRADE. 3" MULCH (1.5" BARK OR WOOD CHIP MULCH ON TOP OF 1.5" FINE COMPOST) FINISH GRADE. FEATHER EXCESS SOIL UNDER MULCH. PREPARED SUBGRADE. ROTOTILL FIRST LIFT OF PLANTING SOIL INTO PREPARED SUBGRADE. 5' to grade — GREENBACKGROUND SIMILAR TO REST OF SIGN BACKGROUND EVERGREEN TREES IN PROFILE PAINTED BLACK d Pre-printed metal sign 8.5 x 11 or 11x17as determined by the city with two 5/16 8'- 44 cedar or galvanized lag baits pressure -treated past with washers set 3' into hole FREE-STANDING TREE PROTECTION SIGN NOT TO SCALE JLB 211012020 JLB s"ieo° J.MV 41281)020 JMV Asa imv TCR 5107f2020 JMV TCR 912412020 JMV JfvtV CHECKED' JMV BY DATE APPR APo- imv StJLLE: AS NOTED AT FULL 5CJ1LE IF NOT ❑NE I CH SCALE JICCDRD1FK;Ly vERiIGL: ri+kvl] 1986 HMZONTnL: cup I M/199r C A.TIJ hrl - L % CITY OF RENTON Plonning%Building%Public Works Dept. Know what's below. Gail before you dig. Dial 811 3" DEPTH MULCH LAYER. PLANTS SHALL BE f TRIANGULARLY SPACED. • EDGE OF PLANTING AREA. EDGE CONDITION VARIES. SEE PLANS. • s X = RECOMMENDED ON -CENTER SPACING n PLANT SPACING 1" = V_0" WAS 7714' � Ln _w 2 c� U CD V] Ln LiJ CL J ]C � 2 LLJ W rr3 CV 04 � � C3 (-,4CO } Q3 CO W I I LLLJ w r 3:1oLr) (DZ (14 Li) LrD W W LLJ > Y U Zen z LU t� R-404861 ¢ 4 CL CURRENT PLANNING t,} Herrera 11 /23/2020 W co cb DEVELOPMENT ENGINEERING0 msippo 021112021 C < 0o LANDSCAPE AND PLANTING DETAILS DATE:9/27/20 m FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #110 BELLEVUE, OVA 98006 U W Ir � . U Cd rFELDEQ01i: PACE, "0: SMUT;74 OF: