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Home My WebLink AboutzR-4290setm 8 w Q z J L, LIGHT POLE SCHEDULE AS A CONDITION OF APPROVAL APPLICANT NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.7 R. 05 E W. M. Q POLE STATION\ MOUNTING HEIGHT ARM LENGTH SHALL SUBMIT THE 1 > N ID OFFSET (FT) (FT) VOLTAGE WATTAGE LUMINAIREIPOLE TYPE PROPOSED STREET LIGHT POLE AND LUMINAIRE TO GRANT PLACE TOWNHOMES ARTERIAL STREET DECORATIVE THE DEVELOPMENT 1 4+41.53 STREET- 35.5' STREET-8' STREET SCALE: 105 =� ENGINEERING PROJECT TBD (24.92 M PEDESTRIAN - 16.5' PEDESTRIAN-4' TBD PED. SCALE: 34 LUMINARE POLE AS PER STD. ; MANAGER FOR REVIEW PLAN-117.1, 119, 120, 121 = AND APPROVAL PRIOR TO 0 INSTALLATION. W PROPOSED KEYSTONE WALL (TYP) WITH FENCE ON TOP. FENCE HEIGHT MEASURED FOM THE BOTTOM OF RETAINING J WALL SHALL NOT EXCEED 6' TRACT B (INGRESS, EGRESS, UTILITY, AND OPEN SPACE) TRACT A PROPOSED ASPHALT RAMP �, (INGRESS, EGRESS, UTILITY, 1 ��,� PORTION OF PARCEL 202305-901.- AND OPEN SPACE) RAIL ON THE RET. WALL ¢ GARBAGE COLLECTION 20' PRIVATE ALLEY ACCESS o TOP EDGE VAULT MAINTENANCE AREA (TYP) + 30' GRATE & PUBLIC UTILITY EASEMENT N89°09'24"E 30' '`' - 1 - - - - - SE GRANT IRCLE W- - - - - O AC!ESS�/ -17 e'. 1• BUILDING #1 BUILDING #2 BUILDING #3 ..,/ :' a:' ",.:°;:d l . 1STFF= is T= 1ST FF= 1STFF= \ _ , \ �` 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= I •r' ;; 1 ITY EASEMENT I 316.73 317.77 318.35 318.91 320.0 I "' i' i ° 331.59 333.31 333.44 334.94 O �� 324.61 325.70 325.95 327.35 REPLACE EXISTING ' �� I 1' 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 0 CURB AND GUTTER �� ®- �\ �� \ \ I 330.08 333.77 335.27 335.27 336.77 341.57 343.03 343.03 344.56 \ 326.08 328.08 328.08 328.08 W \TRAGTA� U �0'` 2 ,; {; 3'L NDSCAPE ° :\ \ (INGRESS, SETBACK \ REGRESS , UTILITY,v \ 10' STORM DRAINAGE EASEMENT / J I Q f,, AND d^• • d° SPACE) v \ ► "'T` 1.5'RO FDICATION - --- --- ---- ---- � \ � I: ' " a. ' '"'�' " = �f�:' PROPOSED CROSSWALK (TYP) EXISTING DETENTION \ a „ _ -_ - - - - - d VAUL - - - - - , 44 Z eye' \ \ d'••. BUILDING#7 IBU1LD1ING#6 Q °� \ 10 \ d ,•r.,. � c \ \� - \� \ ••: BUILDING #8 .•, 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= :5 330.35 331.80 331.80 333.47 \ I 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 322.61 323.80 324.02 325.81 v 2ND FF= 2ND FF= 2ND FF= 2ND FF= � 314.90 315.92 316.10 316.60 317.57 2ND FF= � 2ND FF= 2ND FF= 2ND FF= �: ' \ I 333.95 333.95 337.00 I' 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 331.85 1 " �'� J 340.19 341.55 341.55 343.08 � 324.73 325.92 325.92 325.92 327.' I L_ - 30 15 0 30 60 SCALE: 1 INCH = 30 FEET WOOD FENCE ALONG NORTH PROPERTY LINE onYi�Yi�li\`:I�Yiii�iY��Yi�Yi�liiil�lii��i III � I, , e�357.98 D .,1 :ILdc'o ; • III .. 1 Dlowiaw� � • • _ NO--- 1 I • :::� �' fA�dll � • �iJl�is�aa�. BUILDING #5 e° I N � 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= J ae I Lr)� � _j SCALE: 1 "=2000' 348.25 349.53 350.87 352.46 353.96 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 364.01 I z LEGAL DESCRIPTION: 357.99 359.48 360.98 362.52 I Q !I NIN WE 1° I\ t-.I�� i� . uea.�-�. � -�n� � Ci �ii�� i�iLr L� ,� i�l--.�C�C. -��a :i-�w•ICJ��i��R`�..-i ra�� \�` �� I � ` / ;lam,-P-��------��' :�•: �-�jn� ■- e' - �Id�A� -' � `��I! I� LOT AREA TABLE 1 1,076 SF 2 846 SF 3 1,025 SF 4 846 SF 5 1,076 SF 6 1,076 SF 7 846 SF 8 1,025 SF 9 1,076 SF 10 1,076 SF 11 846 SF 12 1,025 SF 13 1,076 SF 14 1,083 SF 15 851 SF 16 1,032 SF 17 851 SF 18 1,083 SF 19 1,083 SF 20 851 SF 21 1,032 SF 22 851 SF 23 1,083 SF 24 1,076 SF 25 846 SF 26 1,025 SF 27 1,076 SF 28 1,076 SF 29 846 SF 30 1,025 SF 31 1,076 SF 32 1,076 SF 33 846 SF 34 1,025 SF 35 846 SF 36 1,076 SF TOTAL 35,630 SF MIN. 846 SF MAX. 1,083 SF AVG. 990 SF 9+08+00 ;- VAULT ACCESS 00 ------ 0 - - - - - - - - - ENTRANCE ------------------------- i N SE GRANT CIRCLE CONNECT TO 20' PRIVATE ALLEY ACCESS LINEAR DRAIN PROPOSED MAILBOXES (TYP) &PUBLIC UTILITY EASEMENT Ok6� s d ° ®� EXIST SEWER WOOD FENCE ALONG TO THE SEWER PROPOSED LINEAR DRAIN SOUTH PROPERTY LINE NO PARKING - FIRE LANE SIGN (TYP) PROPOSED SEWER PARCEL 326060-000U REMOVE EX. HERITAGE VILLAGE CONDOMINIUM WATER METER r';. c `s• �d 15' SEWER EASEMENT AND TO BE RFCnRnFn CAP AT THE MAIN BY CITY FORCES PROPOSED SEWER MH v' �gs TBM PROPOSED SEWER ?: 0 FIRE SPLINKERS: FIRE SPLINKERS ARE REQUIRED TO BE INSTALLED ON BUILDINGS WITH 5 UNITS: BUILDING 1, 4,5 AND 8 AS PER NFPA 13 AND IBC2021 TRACT AREA TABLE TRACT A 19,084 SF 0.44 AC TRACT B 12,476 SF 0.29 AC TRACT C 2,595 SF 0.06 AC TOTAL 34,155 SF 0.78 AC TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. PROPOSED SEWER MH CONNECTION TO EXISTING CLIENT/ DEVELOPER: GEOTECH: SATWANT SINGH PHIL HABERMAN 15 S. GRADY WAY, SUITE 527 COBALT GEOSCIENCES, LLC RENTON, WA 98057 P.O. BOX 82243 pmvrsingh@gmail.com KENMORE, WASHINGTON 98028 www.cobaltgeo.com CIVIL ENGINEER: ARBORIST: DEAN FURR, P.E. FURR ENGINEERING SERVICES SHOFFNER CONSULTING4715 PLLC 1015 TENTH ST. 4715 142ND PL SW UNIT#B MUKILTEO, WA 98275 EDMONDS, WA 98026 (206) 755-9407 (206) 890-8291 tony@tonyshoffner.com furrengineering@gmail.com LANDSCAPE: SURVEYOR: TIM GRIFFIN TYEE SURVEYORS 10007 GREENWOOD AVE. N SEATTLE, WA 98133 PHONE: (206) 525-3660 PROPOSED LEGEND A-\ �\ GRASSCRETE ACCESS ASPHALT PAVEMENT " A. CONCRETE PAVEMENT PROPERTY BOUNDARY - - - - - - - EASEMENT LINE ROW DEDICATION 8/23/2024 TINA VINCENT, PLA, ASLA P.O. BOX 1744 EDMONDS, WA 98020 PHONE: (206) 913-9216 tina@vindesigngrp.com TRAFFIC: AARON VAN AKEN, P.E. HEATH AND ASSOCIATES, INC. PO BOX 397 PUYALLUP, WA 98371 253-770-1401 avanaken@heathtraffic.com 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. REVISION SITE INFORMATION: ADDRESS: PARCEL NUMBER: ZONING: PARCEL AREA: DISTURBED AREA: EXISTING IMPERVIOUS AREA: GROSS NEW IMPERVIOUS AREA: NET NEW IMPERVIOUS AREA: BUILDING AREAS: BUILDING 1 3,284 SF BUILDING 2 2,723 SF BUILDING 3 2,723 SF BUILDING 4 3,284 SF BUILDING 5 3,284 SF BUILDING 6 2,723 SF BUILDING 7 2,723 SF BUILDING 8 3,284 SF TOTAL 24,028 SF BUILDING COVERAGE: UTILITY PURVEYORS: WATER SEWER STORMWATER ELECTRIC GAS GARBGE COMM ADDITIONAL NOTES: 504-1582 SE GRANT CIRCLE 202305-9052 RM-F 92,051 SF (2.11AC) 89,451 SF (2.05 AC) 3,900 SF (0.09 AC) 58,866 SF (1.35 AC) 54,966 SF (1.26 AC) 26% CITY OF RENTON CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY PUGET SOUND ENERGY REPUBLIC SERVICES CENTURYLINK 1. 6" VERTICAL CURB SHALL BE INSTALLED BETWEEN UNIT LOT DRIVEWAY AND ABUTTING LANDSCAPED AREAS. 2. ALL TRACTS (UTILITY, DRAINAGE, SHARED AREAS, OPEN SPACES) SHALL BE PLACED WITHIN SEPARATE TRACTS THAT WOULD BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 3. ALL PRIVATE OPEN SPACE AREAS ATTRIBUTED TO EACH INDIVIDUAL DWELLING UNIT SHALL BE LOCATED ON THE SAME UNIT LOT AS THE DWELLING UNIT. SURVEYED: DAF 08/26/24 DESIGNEE DAF DAF 07/29/24 DAF 05/21 /24 DRAWN TJW, FEM DAF 04/04/24 CHECKED BY DATE APPR I APPROVED: SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I - - - - l TRACT B AN UNDIVIDED ON -HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: (INGRESS, EGRESS, PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF UTILITY, AND OPEN SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, %.. SPACE) N89°09 29 E 115.73 - DESCRIBED AS FOLLOWS: TRACT C BEGINNING ON THE EAST LINE OF SAID SUBDIVISION AT A POINT WHICH IS - TREE PRESERVATION - - - - - - SOUTH 00°08'49" WEST 475.79 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE NORTH 00°08'49" EAST 158.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 654.50 FEET; THENCE SOUTH 26'18'57" EAST TO THE INTERSECTION WITH A LINE EXTENDING WESTERLY THROUGH THE SAID POINT OF BEGINNING AND PARALLEL WITH THE SPLIT RAIL FENCE NORTH LINE OF SAID SUBDIVISION; ON TREE PRESERVATION AREA THENCE EAST ALONG SAID EXTENDED LINE TO THE POINT OF BEGINNING; EXCEPTION THEREFROM A STRIP OF LAND 30 FEET WIDE, PARALLEL WITH AND ADJOINING THE WESTERLY LINE OF SAID TRACT, FOR ROAD PURPOSES; ING INDEX SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL # 2023059052 DRAWING C1.0 COVER SHEET C1.1 CONDITIONS OF APPROVAL C1.2 NOTES C2.0 TESC PLAN C2.1 TESC NOTES AND DETAILS C3.0 GRADING PLAN C3.1 DETAILS C3.2 DETAILS C3.3 DETAILS C4.0 DRAINAGE PLAN C4.1 ROAD AND STORM PROFILES C4.2 VAULT PLAN AND DETAILS C4.3 VAULT DETAILS C4.4 STORMFILTER DETAILS C4.5 DETAILS C4.6 DETAILS C4.7 DETAILS C5.0 SEWER PLAN C5.1 SEWER PROFILES C5.2 SEWER DETAILS C5.3 SEWER DETAILS C6.0 WATER PLAN C6.1 WATER PROFILES C6.2 WATER DETAILS C6.3 WATER DETAILS C7.0 HORIZONTAL CONTROL, SIGNAGE, AND STRIPING PLAN C8.0 TREE RETENTION PLAN C9.0 FIRE GATES DETAIL BOUNDARY & TOPOGRAPHIC SURVEY (2 SHEETS) L1.1 TREE RETENTION PLAN L1.2 TREE RETENTION PLAN L3.1 CONCEPTUAL LANDSCAPE PLAN L3.2 CONCEPTUAL LANDSCAPE PLAN L3.3 OPEN SPACE PLAN L3.4 OPEN SPACE PLAN L3.5 PLANTING & SITE DETAILS L3.6 PLANTING & SITE DETAILS HORIZONTAL- NAD 1983/1991 CITY OF OR) RENTON DATUM Planning/Building/Public Works Dept. DATUM: NAVD 88 BENCHMARKS: ORIGINAL BM: FOUND BRASS DISK IN CONCRETE IN THE INTERSECTION OF S 18TH ST AND GRAND AVE S. WGS POINT DESIGNATION: RENT787. NORTHING = 172,295.95 EASTING = 1,302,573.67 ELEV. = 317.57 TBM - A: SET MAG NAIL IN SEAM 2' WEST OF TOP BACK CURB ON WEST SIDEWALK OF GRANT AVE S. ELEV. = 309.81 TBM - B: SET HUB + MAG NAIL 20' +/- E OF SE CORNER OF HOUSE. ELEV. = 318.93 C.O.R. BM: MONUMENT IN CASE IN THE INTERSECTION OF EAGLE RIDGE DRIVE SOUTH AND SOUTH 18TH STREET. RENTON MONUMENT ID #1063 NORTHING = 172,968.69 EASTING = 1,301,533.10 ELEV. = 261.21 O N A N Q J H H N rw URR DEVELOPMENT ENGINEERING CNOIN RNEnders 09/16/2024 DER 4715142nd PI. SW #B, WATER UTILITY Edmonds, WA 98026 ABDOUL GAFOUR 09/13/2024 ph 206.890.8291 W R-429001 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O SURFACE WATER UTILITY 0 ,% WASTEWATER UTILITY z JFarah 09/03/2024 jstowell 09/12/2024 O REGIONAL FIRE AUTHORITY APPROVED `` CURRENT PLANNING LIJ cthomas 09/03/2024 4 f,RE>V Ming 09/03/2024 Q J GRANT PLACE TOWNHOMES 12/05/23 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PARCEL 2023059052 PAGE: DRAWING N0: 20069 COVER SHEEP: : OFc1.o 28 T T U ro 8 w Q z J U_ AS A CONDITION OF APPROVAL STRUCTURAL CALCULATIONS FOR THE FOUNDATION DESIGN SHALL BE SUBMIT TO THE DEVELOPMENT ENGINEERING PROJECT MANAGER PRIOR TO INSTALLATION. DocuSign Envelope ID: T PAINT SPECIFICATIONS: ALL LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS. AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE FACTORY PRIMED AND POWDER COATED TO MATCH FINISH COLOR. ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL MATCH FINISH COLOR. FINISH COLOR: RAL 9005TX "JET BLACK% OR APPROVED EQUAL WITH PAINT CHIP. DECORATIVE LUMINAIRE POLE NOTES © ROUND TUBULAR SECTION (NO TAPER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES tr DISTRIBUTION, 4000K OCT, 120-277V w UNIVERSAL DRIVER (75OmA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER 4'-0" o STD PLAN 119. LUMINAIRE 18° FOR STREET LIGHT STANDARD DECAL k NUMBERING DETAIL, REFER TO CITY OF a RENTON STD PLAN 121 POLE SHAFT FABRICATED FROM 6063-T4 wo ALUMINUM, HEAT TREATED TO T6 CONDITION AFTER WELDING. 10" O.D. x 0.250" WALL AT coo BOTTOM OF POLE SHAFT, 9.375" O.D. AT 27" F UP FROM BUTT OF POLE. TAPERED BETWEEN of LUMINAIRE CONNECTIONS 0 0 _ NOTE: STANDARD PLANS REQUIRES STRUCTURAL CALCULATIONS FOR THE FOUNDATION. CONDITION TO BE ADDED ON PERMIT THAT SUCH CALCULATIONS 561D7F SHALL BE PROVIDED PRIOR TO INSTALLATION OF FOUNDATION. -ROUND POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES LUMINAIRE ARM LENGTH DISTRIBUTION, 4000K COT, 120-277V UNIVERSAL DRIVER (750mA OR PER PLANS, 10' MAX LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE FOR MOUNTING ARM DETAILS SEE STD PLAN 117-3. WIRING PER STD PLAN 119. (6) 1.38" DIA. X 2" LONG SLOTTED HOLES WITH 1 i/4° DIA, 4° HEX 27 $" HEAD CONNECTING BOLTS AND NUTS A36 STEEL, �1 Y,° THICK BASE PLATE ,VOID 15"4 BOLT CIRCLE POLE BASE PLATE DETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN .' DECORATIVE BASE COVER PER DETAIL, THIS SHEET Z 4 o m 4° X B" REINFORCED ALUMINUM HANDHOLE OPENING WITH 5/16"-18 HOLE FORA GROUND CONNECTOR AND FLUSH FITTING ALUMINUM DOOR W/ GASKET CAST ALUMINUM ANCHOR BASE, INSTALL ANCHOR BOLT COVERS (PROVIDED BY POLE .-, MANUFACTURER) CONCRETE PAD/SIDEWALK PER STD PLAN FOUNDATION PER STRUCTURAL ANAI 6" HIGH SIDEWALK °i OR PLANTER STRIP -A=F ROADWAY 20 IF SURFACE IS NOT LEVEL, INSTALL GROUT AT BASE OF POLE AND .IS BASE COVER, PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT POLE ELEVATION 117.1A FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN O F180HI2111 9 • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT V • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' • HANDHOLES ARE MOUNTED AT 180' ORIENTATION LOCATION 9V OCTAGONAL SPLIT Ti OP I'D� CAST IRON BASE WITH REMOVABLE ACCESS DOOR z I 21" DECORATIVE BASE COVER ARTERIAL STREET STD. PLAN - 117.1 T PUBLIC WORKS DECORATIVE LUMINAIRE POLE . � . APPROVED: �F o� DEPARTMENT DETAILS �M�artlnPastucha 7/27/2022 DATE DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F 7'-0" LUMINAIRE POLE \ JUNCTION BOX CONCRETE PAD, PLAN VIEW BROOM FINISH LUMINAIRE POLE CONCRETE PAD Z 4" _r - JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM OF SIDEWALK ELEVA11ON 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY LUMINAIRE POLE JUNCTION BOX CONCRETE SIDEWALK PLAN NEW PER STD PLAN 102 UMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 � JUNCTION BOX --LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD J / 1'-0. JUNCTION BOX J/ PLAN VIEW 4" CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL ��Y a LUMINAIRE CONCRETE STD. PLAN - 120 PUBLIC WORKS PAD/SIDEWALK AND +� + APPROVED: p DEPARTMENT JUNCTION BOX CONCRETE PAD MartlnPastueha 712712022 NZ� DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F _ aCKET CABLE, #10 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK DISCONNECT 3 AMP 1 TO LUMINAIRE TO RECEPTACLE IN LINE FUSE KITS S.E.C. OR EQUAL, ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING SIZE PER LID STANDARD DUTY AND RECEPTACLE WIRING CONTRACT JUNCTION BOX TYPES 1 & TO LUMINAIRE 2 STANDARD PLAN J-40.10 GREEN INSULATED WIRE, SIZED SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG TO MATCH THE LARGEST KITS ON ALL THRU WIRE RUNS CURRENT CARRYING CONDUCTOR. CONCRETE PAD OR TERMINATE AT LUMINAIRE SIDEWALK PER STD PLAN 120 GROUND LUG 24"(MIN) COVER #8 BARE COPPER II / NON -INSULATED 4 AWG GROUND WIRE GROUND # CLAMP II II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. 1 -EQUIPMENT GROUND 2" PVC CONDUIT II ROUTE FROM GROUNDING WIRE W/GREEN INSULATION REBARO CONNEECTIOTO FROM SERVICE CABINET, REBAR USING AN ACORN SEE NOTE 2, THIS SHEET CLAMP 2 - LIGHTING SYSTEM ROUN' COPPER CLAD GCONCRETE FOUNDATION WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) 2 - 120VAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE GROUND LUG. 5. ALL CONDUIT SHALL BE PVC SCHEDULE 80. �Y LUMINAIRE ELECTRICAL STD. PLAN - 119 PUBLIC WORKS WIRING SYSTEM .� . APPROVED: DEPARTMENT Martin Pastucha 7/27/2022 I DATE DocuSign Envelope ID: 9D9B0DA8-03854664-AE66-57BFF1561D7F INSTALL DECAL NUMBERS/LETTERS VERTICALLY. DECAL NUMBERS/LETTERS, SEE NUMBERING EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN DRY WEATHER, 50° F OR ABOVE =m 66 z� 7 Z¢ CD �� NUMBERING EXAMPLE Tn ^o a- w MOUNTING HEIGHT DETAIL 1-3/4" TO 2" I-PEDESTRIAN SCALE CURB DECAL TRAFFIC FLOW DECAL ORIEWA710111 FOR POLES SHOWN ON STD PLAN 11&1 PEDESTRIAN SCALE i:1-PEDESTRIAN DECAL SCALE 0� CURB DECAL CURB TRAFFIC TRAFFIC FLOW FLOW DECAL DRIENTA7111XII FOR POLE8 8MM ON STD PLAN 1172 -4 TRAFFIC FLOW DECAL ORIENrATNNI FOR POLES SHOWN ON STD PLAN 117.1 & 117,1A SCALE CALE U�cY oT LUMINAIRE STANDARD DECAL STD. PLAN - 121 +�+ PUBLIC WORKS NUMBERING SYSTEM APPROVED: p DEPARTMENT MartlnPastucha ��z�/zoz2 N S DATE Know what's below. Call before you dig. 8/23/2024 PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS REVISION HEARING EXAMINERS FINAL DECISION THE PROPOSED PRELIMINARY PLAT ( INCLUDING QUALIFYING AS A UNIT LOT SUBDIVISION), HEARING EXAMINER SITE PLAN, PARKING MODIFICATION, STREET STANDARDS MODIFICATION AND A LANDSCAPE VARIANCE COMPLY WITH ALL APPLICABLE CRITERIA FOR THE REASONS IDENTIFIED IN THE CONCLUSIONS OF LAW OF THIS DECISION AND ARE ALL APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. A FINAL TREE REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE REPLACEMENT PLAN SHALL INCLUDE THE PLANTING OF AN ADDITIONAL 52.5 TREE CREDITS ON THE PROJECT SITE. 2. THE FLOOR PLANS SHALL BE REVISED TO IDENTIFY THE REQUIRED BICYCLE PARKING SPACE WITHIN THE PROPOSED GARAGES. THE REVISED FLOOR PLANS SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR THE REVIEW AND APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER. 3. REVISED FLOOR PLANS SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW SHOWING THE REQUIRED TWO FEET BY SIX FEET (2' X 6') FLOOR AREA AND SIXTY INCHES (60") HIGH STORAGE AREA FOR THE INDIVIDUAL REFUSE AND RECYCLING CARTS. IN ADDITION, SITE PLAN SHALL BE REVISED TO INCLUDE SPACE FOR CARTS TO BE PLACED ON GARBAGE PICK-UP DAY. THE SPACE MUST BE SUFFICIENT TO ACCOMMODATE THE NUMBER OF CARTS EXPECTED TO BE SERVICED ON PICK-UP DAY. THERE SHALL BE A DIRECT CONNECTION CONSTRUCTED OF A SMOOTH SURFACE THAT ALLOWS CARTS TO BE SMOOTHLY ROLLED TO THE STREET OR OTHER SPECIFIED PICK-UP LOCATION. THE REVISED SITE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW. 4. A CROSS SECTION WITH TOP AND TOE MEASUREMENTS AND MATERIAL COMPOSITION OF THE PROPOSED RETAINING WALL SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 5. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW INCLUDING A FENCING DETAIL DEMONSTRATING THAT THE TOTAL COMBINED HEIGHT OF ANY FENCING PROPOSED ON TOP OF A RETAINING WALL WOULD NOT EXCEED THE MAXIMUM HEIGHT PERMITTED FOR A STANDALONE FENCE. THE FENCING DETAIL SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 6. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED LANDSCAPE PLAN SHALL INCLUDE A THREE-FOOT (T) LANDSCAPED SETBACK BETWEEN ANY RETAINING WALLS AND THE FRONT PROPERTY LINE ALONG GRANT AVE S. 7. THE PROJECT PROPOSAL SHALL INCORPORATE A VARIETY OF ROOFING COLORS AND THAT THE ROOFING MATERIAL SHALL BE FIRE RETARDANT. REVISED COLORED ELEVATIONS DEMONSTRATING COMPLIANCE WITH THIS REQUIREMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW. 8. THE APPLICANT SHALL EITHER SUBMIT REVISED ELEVATIONS PROVIDING THE REQUIRED THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM SURROUNDING ALL WINDOWS AND DOORS AND ONE OF THE FOLLOWING ARCHITECTURAL DETAILS: SHUTTERS, KNEE BRACES, FLOWER BOXES, OR COLUMNS. ALTERNATIVELY, THE APPLICANT MAY SUBMIT AN ALTERNATIVE THAT MEETS THE INTENT AND GUIDELINES OF THE DESIGN SECTION. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW. 9. A FULLY DETAILED MATERIALS BOARD AND COLOR PALETTE CODED TO EACH BUILDING ELEVATION, SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW. 10. THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED UTILITY AND LANDSCAPE PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ALL SURFACE UTILITY/MECHANICAL EQUIPMENT REQUIRED FOR EACH TOWNHOME. THE SURFACE MOUNTED UTILITY PLAN SHALL INCLUDE CROSS-SECTION DETAILS AND SCREENING MEASURES CONSISTENT WITH THE OVERALL DESIGN OF THE DEVELOPMENT WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE APPLICANT SHALL WORK WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF PUBLIC ROW VIEW, ACTIVE COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING AREAS. THE UTILITY AND LANDSCAPE PLAN SET SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 11. A SIX-INCH (T) VERTICAL CURB SHALL BE INSTALLED BETWEEN THE UNIT LOT DRIVEWAY AND ABUTTING LANDSCAPED AREAS. REVISED CIVIL PLANS SHOWING THE CURB SHALL BY SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 12. THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOCIATION ("HOA") THAT MAINTAINS ALL IMPROVEMENTS AND LANDSCAPING IN THE COMMON OPEN SPACE TRACTS AND ANY AND ALL OTHER COMMON IMPROVEMENTS. THE HOA DOCUMENTS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE UNIT LOT SUBDIVISION. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE UNIT LOT SUBDIVISION. 13. ALL TRACTS (E.G. UNIT LOT DRIVEWAY, DRAINAGE, OPEN SPACE, ETC.) SHALL BE PLACED WITHIN SEPARATE TRACTS THAT WOULD BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 14. ALL PRIVATE OPEN SPACE AREAS ATTRIBUTED TO EACH INDIVIDUAL DWELLING UNIT SHALL BE LOCATED ON THE SAME UNIT LOT AS THE DWELLING UNIT. A REVISED PLAT MAP SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, THAT DEMONSTRATES COMPLIANCE WITH THIS REQUIREMENT. 15. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE SAFE WALKING CONDITIONS TO/FROM THE SUBJECT PLAT TO BUS STOP LOCATIONS PRIOR TO CONSTRUCTION PERMIT ISSUANCE. DATED this 6th day of November, 2023. City of Renton Hearing Examiner SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 oRAwN: TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE I APPR APPROVED: SCALE: 1 "=30, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ENVIRONMENTAL REVIEW COMMITTEE (ERC) DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS-M) PROJECT FILE NUMBERS: PR23- 000126 / LUA23- 000283, PP, SA- H, ECF, MOD, V-H PROJECT NAME: GRANT PLACE TOWNHOMES APPLICANT SATWANT SINGH, 15 S GRADY WAY, SUITE 527, RENTON, WA 98057 PROJECT LOCATION: 1504- 1582 SE GRANT CIRCLE, RENTON, WA 98055 ( PARCEL NO. 2023059052) PROJECT DESCRIPTION: THE APPLICANT IS REQUESTING PRELIMINARY PLAT APPROVAL, HEARING EXAMINER SITE PLAN REVIEW, ENVIRONMENTAL (SEPA) REVIEW, A PARKING MODIFICATION, A STREET STANDARDS MODIFICATION, AND A LANDSCAPE VARIANCE FOR THE CONSTRUCTION OF A MULTI- FAMILY DEVELOPMENT CONTAINING A UNIT LOT SUBDIVISION WITH 36 TOWNHOMES. THE PROJECT SITE TOTALS APPROXIMATELY 2.14 ACRES AND IS LOCATED WITHIN THE RESIDENTIAL MULTI- FAMILY (RMF) ZONING CLASSIFICATION, AND THE RESIDENTIAL HIGH DENSITY (RHD) LAND USE DESIGNATION. THE DEVELOPMENT WOULD BE COMPRISED OF EIGHT (8) SEPARATE MULTI- FAMILY RESIDENTIAL STRUCTURES. ACCESS TO THE SITE IS PROPOSED VIA NEW LOOP ACCESS DRIVE EXTENDED FROM GRANT AVE S. A PARKING MODIFICATION IS REQUESTED AS THE PARKING STALLS WOULD NOT COMPLY WITH THE MINIMUM DIMENSIONAL REQUIREMENT, A LANDSCAPE SETBACK VARIANCE IS REQUESTED TO VARY FROM THE 15-FOOT BUFFER REQUIRED ABUTTING A RESIDENTIALLY ZONED PROPERTY, AND A STREET STANDARDS MODIFICATION WAS REQUESTED TO MODIFY THE UNIT LOT DRIVEWAY STANDARDS. THE PROPOSED DEVELOPMENT IS LOCATED ON A PARTIALLY- DEVELOPED SITE THAT WAS ORIGINALLY PART OF THE EXPIRED GRANT PLACE TOWNHOMES PRELIMINARY PLAT AND PLANNED URBAN DEVELOPMENT (PUD) (LUA15- 000885 AND LUA17- 000335). THE PRELIMINARY PLAT AND PUD APPLICATIONS HAVE EXPIRED AND THE PROPOSED TOWNHOME DEVELOPMENT WOULD REQUIRE NEW LAND USE APPROVALS. THE SITE IS MAPPED WITH SENSITIVE SLOPES, MODERATE COAL MINE HAZARDS, MODERATE LANDSLIDE HAZARDS, HIGH EROSION HAZARDS, AND SEISMIC FAULTS. LEAD AGENCY: CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT DATE OF DECISION: SEPTEMBER 18, 2023 MITIGATION MEASURES: 1. PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT PREPARED BY NELSON GEOTECHNICAL ASSOCIATES, INC., DATED JUNE 10, 2005 AS WELL AS THE GEOTECHNICAL LETTER PREPARED BY COBALT GEOSCIENCES, LLC, DATED MARCH 3, 2023. 2. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 3. THE DUWAMISH TRIBE SHALL ALSO BE NOTIFIED IF ANY ARCHEOLOGICAL WORK OR MONITORING IS PERFORMED ON THE PROJECT SITE. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE HAS DETERMINED THAT PROBABLE SIGNIFICANT ENVIRONMENTAL IMPACTS FROM THE PROPOSED PROJECT CAN BE MITIGATED. AN ENVIRONMENTAL IMPACT STATEMENT ( EIS) IS NOT REQUIRED UNDER RCW 43.21C.030(2)(C). CONDITIONS WERE IMPOSED AS MITIGATION MEASURES BY THE ENVIRONMENTAL REVIEW COMMITTEE UNDER THEIR AUTHORITY OF SECTION 4-9-070D RENTON MUNICIPAL CODE. THESE CONDITIONS ARE NECESSARY TO MITIGATE ENVIRONMENTAL IMPACTS IDENTIFIED DURING THE ENVIRONMENTAL REVIEW PROCESS. SIGNATURES: DocuSlgned by: 1AAC4DOD98D92A54AO. njela Barton _ 9/18/2023 1 2:19 PM PDT Martin Pastucha, Administrator Date Anjela Barton, Fire Marshal Date P4Wj,rsi 4s, Chair EVanessa "acQP0ignal Fire Authority EF578322688C8E4E2 V" Cale9/18/2023 1 3:23 PM PDT Dolbee 9/18/2023 1 2:24 PM PDT ._53D381 F958CE4E4.-- Maryjane Van Cleave, Interim Administrator Date Vanessa Dolbee, Interim Administrator Date Parks and Recreation Community and Economic Development FURR EN6INEERIN6 QERVICE.% PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 CITY OF RENTON Planning/Building/Public Works Dept. �J co a J R-429002 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS =O DEVELOPMENT ENGINEERING z NJanders 09/16/2024 O LU U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 0- 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PARCEL 2023059052 PAGE: DRAWING N0: 20069 CONDITIONS OF APPROVAL SHEET: OF: C1.1 28 V U) CW G O 77 O I- U-1 U Q n Z Q rr N T U m 8 w Q Z J U_ SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 12. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 15. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS, ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 111 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204,10, 204,20, 204,30, 204,40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 115. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING, AND • LESS THAN 2 INCH ROCK 110 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26, ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 129. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 130. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 8/23/2024 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES Utility Specifications Vater Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way, 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21,10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation, 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Utility Specifications Vater Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left), 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. PIGS shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. FURR / \SERVIMS, Pu.c 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 R-429003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 09/16/2024 SURVEYED: SCALE, DATE: "Eff' NAVD 1988 GRANT PLACE TOWNHOMES / / 4 PER CITY COMMENTS DAF 08/26/24 1 "=30' HORIZONTAL: NAD ,sas/,ss, CITY 0 F 11 21 23 3 PER CITY COMMENTS DAF 07/29/24 DESIGNED: 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: 2 PER CITY COMMENTS DAF 05/21/24 DRAWN: TJW, FEM RENTON PARCEL 2023059052 PAGE: • DRAWING N0: 1 PER CITY COMMENTS DAF 04/04/24 CHECKED: ONE INCH DATUM DAF AT FULL SCALE Planning/Building/Public Works Dept. 20069 IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY NOTES SHEET: OF, C 1.2 28 V) M O QD O O C'7 N On u co Q J U) CW G O 2 Z O W U Q J Z a rr 0 N 0 W V ) W 75 O 2 z O I- W CU n I- z 0 O N U NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES I I SDMH-1 (T2) CB-1 Ti RIM=294.51 Q- RIM=293.78 12 CMP N=290.01 12" CMP S=290.58 12" CMP E=286.71 8" CMP W=290.93 12" CMP S=287.21 SFMH (T2) 12" CMP W=286.61 RIM=300.62 /;;•, 1-' 12" CMP S=290.82 SDMH-2 (T2) *WESTERLY INVERT IS COVERED :• TOP CONC. RISER=295.72 BY CONTECH INTERNALS 12" CMP E=288.17 12" CMP 5E=288.37 CB-8 (TYPE ,> �/� GB-9 (TYPE 1) �1 PORTION OF PARCEL 2 31 9)013 CB-12 (TYPE 1) RIM= (TYPE J �� RIM CPEP E&W=312.18 1 L CB-10 (TYPE 1) R� 327.42 w RIM= 335.24 TYP 4 RIM CPEP E&5=300.63 01 437 RIM= 319.14 12" CPEP E&W= 323.97 w 12" CPEP E&W= 332.19EXPOS O LTOP'OFBPIPE S PIPE 289.28 / c p\ 12" CPEP E\= 315.99 \ / 1 \ \ \ \ \ \ I -3 30'l // /� / / N89"09'24"E 30' rn \ I (' JI ROCKERY \ ROCKERY �,V F S ;: IF RO ERY < _ < - �S < < < < \ RIK1133 �11) �� 40.77 3+00 _.., . ✓ 5 �" CF)EP NW& = 3 s.a - - - _ h i 5 - I �'�:,<5 - ! - �. �. S � ��.b•,� �4�4,� �,��dy.�4,� r,,X:6,�ad. �`a.rux` �.� .�' I •ssco ,F. I r� I ,� „� '' �, • lam(/J / s�o ssco w SSCO - . SSCO I SSCO SSCO / SSCO SSCO q ,, ,~ ` I •;�i�, o SSCO � � FH SSMH-10 , FF=359.52 FF=361.03 FF=3�.52 - "ep FH RIM- 35Fi10 I FF=357.98 BUILDING 4 FF-36401 \\ FF=333.44 I TI�CH.= 326.80 '• FF=334.94 1 J �1 a• J I 0 \ WATER SERVICE FF=331.59 FF=333.31 ^ -/ f;•, ! 1 G yy, VLACCESS GIP WATER SERVICE WATER SERVICE WATER SERVICE o� AO' WATER SERVICE LINE ETER LOCATION WATER SERVICE WATER SERVICE �q0� LINE M 12" C P \ SMH-9 / LINE/METER LOCATION LINE/METER LOCATION LINE/METER LOCATION WATER SERVICE :;y( •`; \ / ETER LOCATION LINE/METER LOCATION FF=354. 6 `gyp PP�� / \ LINE/METER LOCATION '•.''{?` \ \ FF=351.13 FF=354.22 / \ \ N=288.61 4IM= 13.68 / LINE/METER LOCATION 3 _ `l FF=348.19 FF=349.75 / y TTTffi p \ CTR. �H.= 306.2 GIPI f\\ FF=352.61 � FF=343.57 FF=344.56 N=290. ' t» SSCO \ VLT S 8 \/ \ BUILDING 2 / pR PIP `;+°;XT!'-.7„, SSCO SSC SSCO LID=3 \ • ' KEYST NE I I BUILDING 1 ( FOUNDATION ONLY i FF=343.03 FF=343.04 1 i , w B-7 (N ID) \ b 12" CPEP /WALL w (FOUNDATION ONLY) ( ) / ssco WJe \ -TOP CO .STRUCTURE ":• \ \ / N=295.57 / I \�f I ( \ o / I F: o M \ = 353.7 O F ....'.. •:.�..:":'.:' + 0' :•• 12" CPE = 349.02 I__CB (TYPE 1) NO RIM ( \ I \ I \ \ 12" CPEP 3 \ \ \ CB-16 (T1E 1) CB-17 (TYPE 1) WV y•;.,.. SS / OI 2 RIM=325.1 I RIM=334.44 I '' SSMH-8 ('�') O i o w \ 2.05AC DISTURBED AREA / \ \ wv , .; :. 5 RIM= 353/i4 \ L I 0 I \ \ \ 12" CPEP SW=312.67 / N 12" CPEP 323.03 I 12" CPEP W=332.3d �'y O \ CB-6 ( �':�' °?'." / SSCO / , / 00 r ' 0 O 4` PVC 5=315.47 \ 12" CPEP=323.03 RIM= 343 .9;:.•'.: .`'" :. C/0 3 7 0 �`° �` : \ I I I I `aao / / 7 / \ I I 1 \ / i \ \ \ ssco ssco w CD n • ( 12" CPEP 5 O ACCESS 5 12" CPEP �� / ( \ l l I I \ / \ \ "' / N O �'" •1:"; , / \ D=304.90 \ E=289.21 I SD SD SD SSMH- ,; ;llP FF=34 .53 FF=350.87 FF=352.46 FF=353.96 O OZ O \ T ACCES 4 \ :• \ Y. . ID=304.18 FF=348.25 WATER SERVICE J ACCESS 1 0� I C FT . ;33 .1f+;, :. WATER SERVICE LINE/METER LOCATION _ 0 ~" LID=308.85 \ ` 1 FF= 41.57 LINE/METER LOCATION BUILDING 5 O yyI \ \ BUILDING % \ FF=341.54 \ " BUILDING 8 \ `- FF=343.08 FF=364.01 z Q \ \ \ ) \ \ (FOUNDATION ONLY) BUILDING 6 FF=357.99 FOUNDATION ONLY FF=340.19 ^r:. ". ?.,;' + \/ I FF=360.98 FF=362.52 I ( ) ..:...:..v...... I 3 \ VLT ACCESS 3 0 307.4 FF=359.48 0 * ° �O D=ACC g O \ I WATER SERVICE WATER SERVICE AO//` FH \ \ IN LOCATION LINE/METER LOCATION B ":.;- I WATER SERVICE PR 1 GIP WATER SERVICE � ; Si".'..;.;•:,:::.:,; ' / \ WATER SERVICE LINE/METER LOCATION LINE ME R LOCATION FF=3 0.35 FF=331.80 FF=333.47 PM ':, : O"•';." i ACCESS 2 \ WATER SERVICE / / H. LID=3 8.09 U) LINE ETER LOCATION 330� \ x; /0 55 :n /M LINE/METER LOCATION I SS H-6 (TYP 2) \ \ �5.SNAG ` FH \ \ V I C/0 I I ` \ FH \ _ .,',.;,.:.',;;•.1 I 7 t. C 332.$1 \ . ,sue,., SSCO SSCO SSCO „ , ,, 1/I � "�M �341.81 \ 12" CPEP I \ \ SSCO SSC SSCO\ \ �,V / ',i::.:!!, ,.�:,Gj _`,i,•. I SF D G I / S=288.98 I \ SSCO / SSCO SSCU SSCO WV / \ I ) 6A'..' P F E F :�ti:. P x. ,1 Y / 1 2 •� 5 - P r 0 1 A V 0 - - 1 / 5. N G R • 5 a :s / r s• ,. 0 0 , - P ' S� cry r- _ E 2 ELECTRICAL 1:'" `"' / i CB-5 ( E 1) g O JUNCTION BOX t. CH BASIN (T1) CB- (TYPE 1) \ \ CB 4 (TYPE Ij 544'71 / / / c POWER 14.SNAG / �� v CB-3 TYPE 1) RIM= 333.51 t PV \ RIA 306.21 \ SSMH-4 (TYPE 2) RIM- 14.10 ( b(D 12" CPEP E= 321.85 8" PVC NE= 331.06 SSMH-5 (TYPE 2) INDICATOR POST �y GV .L 12" CPEP E=302.54 RIM= 317.67 RIM-313.13 12 CPEP E=311.00 12" CPEP W= 321.85 12" CPEP W= 330.41 RIM= 336.85 12" CPEP E= 314.67 >E' y -j 12 \CPEP N=302.54 CTR. -CH.= 305.23 12" CPEP W=310.90 CTR. CH.= 328.70 FIRE 1 `-" >j ;, I 12" CPEP W= 314.57 HYDRANT POWER �\ sr, t m STORM DRAIN MANHOLE (T2) RISER IA c RIM=313.98 PARCEL 326060-0000 ... •N:.... ,; 'j '7;f.+i, A 70 36" CMP 5=303.68 CATCH BASIN (Ty -� ;:r I z a W/ TREE HERITAGE VILLAGE CONDOMINIUM RIM=307.43 a a 12" CMP W=303.63 12" CMP E=303.24 *'i ' ?;t. TOP TREE=311.98 12" CMP W=463.24 6" CPEP N= 05.39 �C , ' o�U� OFFSITE BUILDING STORM DRAIN MANHOLE (T2) / '�+;;,• / RIM=313.87 12" CMP N= 304.40 '. 30 r`•: I < 0 12" CMP SE= 308.50 f f,✓ /CATCH BASIN (T1) '•":: T ?` ^� z RIM=307.45 8" CPM E=305.35 1.::A '• + N x 5p _ , " \ SSMH-A (CENTER STRUCTURE) yt ,• ", \ \ RIM=315.57 STORM DRAIN MANHOLE (T2) -1 G, p, - _ CTR CH-303.42 RIM=307.95 TB 12 CMP E-303.10 0 %: i'<• \ 12" CMP N=302.95 g^ 8" CMP W=303.45k,. C� ''�;. ,•'1.,..:.',::.:: ,y, P LEGEND CONSTRUCTION NOTES TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. 14. 31 \ •;;`'icy \ ,-�i. I � :Y TELEPHONE RISER k I Know what's below. Call before you dig. 8/23/2024 SF HIGH VISIBILITY SILT FENCE LIMITS OF CLEARING AND GRADING OB OB TREE TO BE PROTECTED - ORANGE BARRIER FENCE ❑:: INLET PROTECTION OO STABILIZED CONSTRUCTION ENTRANCE O O -< < INTERCEPTOR SWALE WITH ROCK CHECK DAM SURVEYED: 4 PER CITY COMMENTS DAF 08/26/24 DESIGNED: DAF 3 PER CITY COMMENTS DAF 07/29/24 2 PER CITY COMMENTS DAF 05/21/24 DRAWN: TJW, FEM 1 PER CITY COMMENTS DAF 04/04/24 CHECKED: DAF NO. REVISION BY DATE APPR APPROVED: SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ID FLAG CLEARING LIMITS TO EXTENTS SHOWN ON THE PLAN. 2O HIGH VISIBILITY SILT FENCE PER DETAIL SHEET C2.1 OCONSTRUCTION ENTRANCE PER DETAIL SHEET C2.1 0 CATCH BASIN INSERT PER DETAIL SHEET C2.1 OINTERCEPTOR DITCH W / ROCK CHECK DAMS PER DETAIL SHEET C2.1 OTREE PROTECTION FENCE O7 MULCH SITE PER SWDM SECTION C.3.2 OVAULT TO BE USED TO STORE SEDIMENT -LADEN STORMWATER DURING CONSTRUCTION VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 0) M Q0 MO�� t•J N LJ �, co a J ruRR ENOINEERING SERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206 890 8291 0 R-429004 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS =O DEVELOPMENT ENGINEERING z NJanders 09/16/2024 O P- W U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 a- 1600 GRANT AVE S RENTON, WA 98055 FlELDBOOK: PARCEL 2023059052 PAGE: DRAWING N0: 20069 � TESC PLAN SHEET: OF: r • ' C2.0 28 V 0 N I Lu I- T N U JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 7 2' AIIN ------------ 6' MAX. - I I I I 12" MIN. PO O 8' IF WI SACING E BACKING IS USEMAI BE D I I 4"x4" MIN. TRENCH I I ;lull BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1I .1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC 1 MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) AoaSTD. PLAN - 214.00 c®♦ PUBLIC WORKSbi,, FPRE 7%1-*DEPARTMENT SILT FENCE GAZ 9/28/2018 P„mi,Wo ,Adm l,t,a DATE EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS, AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW, 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 PRIgPUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR ° DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES PuAlir-Ad-k-l- DATE NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.3 R. 05 E, W.M. GRANT PLACE TOWNHOMES EXtsS\NGROPD R = 25' MIN. -\ �f INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS 100' MIN. CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE- 1-2- FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20.45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 c PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 vPnrvwPd,: Aamm�:n,ro, DATE CONSTRUCTION SEQUENCE: 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS d BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS .b FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 v PUBLIC WORKS APPR FD DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 DATE 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. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. 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. 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 8/23/2024 4 3 2 1 PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS REVISION SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE APPR APPROVED: LEVEL BOTTOM SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAX. MAX. 1 �j �1 NOTES: 1. CONDITIONS OF USE I.I. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HA V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1A.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HAV (OR LESS) 3-5 % 300 FEET (10 TO 20)H:1 V 5-10 % 200 FEET (4 TO 10)H:1V 10-25% 100 FEET (2 TO 4)HA V 25-50 % 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. Z2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. lZ IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) Alffiv. STD. PLAN - 217.10 ciPUBLIC WORKS INTERCEPTOR SWALE PPR D 9/28/2018 �1` DEPARTMENT GAZ rwoa. Aamm�:n.ro, DATE SECTION A 2"-4" ROCK 2 L A L = THE DISTANCE SUCH THAT POINTS B 18" MIN. A AND BARE OF EQUAL ELEVATION a� BOTTOM OF DITCH SECTION B NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 217.40 c PUBLIC WORKS DITCH CHECK DAMS PPR D. 9/28/2018 1 '1` DEPARTMENT GAZ vPer DATE SCALE: 11'=301 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONTAL:: NAVD 1988 NAD 991 � CITY OF RENTON DATU M Planning/Building/Public Works Dept. NFURR \Cw NOINIEERING \&RVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206 890 8291 '-` R-429005 0) (17 0 C/) �� t-,/ N �J F- M, l� M Q J lm t-,/ N rr In IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERINGAO%z NJanders 09/16/2024 O I- Lu U a DATE: PPPPPJ GRANT PLACE TOWNHOMES 11/21/23 0- 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: z PAGE: PARCEL 2023059052 DRAWING NO* 20069 TESC NOTES AND DETAILS SHEET: OF, �• C2.1 28 O N O r) W CW G O z O W U J n z a O U W Q W J NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS -BUILT CONDITIONS. ADDITIONAL AS -BUILT SURVEY REQIRED I I TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. 0 30' 30' C1 294.77� EG 294.37 g 5°la EG 294.33 295.63 2 .57 ,•4 J- y. '4 4 G y I Q S:3+5 81 0 97 20' WIDE TYPE C1 B DRIVEWAY APPROACH` . PER RENTON STD PLAN 104.4, SIDEWALK AT DRIVEWAY CROSSING SHOULD NOT ,..., BE DEPRESSED AT LOCATIONS WHERE LANDSCAPING IS MORE THAN 5 FEET WIDE STREET NAME SIGN, ONE WAY SIGN AND DO NOT ENTER SIGN A SEE SHEET C3.2 30 15 0 30 60 SCALE: 1 INCH = 30 FEET I 60' R.O.W. CL 30' NEW STREET LIGHT POLE ALIGNMENT: GRANT AVE S STA: 4+41.53 or i NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES TRASH COLLECTION INSTALL WOOD FENCE ALONG SOUTH PROPERTY LINE, SEE ULTRA BLOCK RET. WALL. " 20' PRIVATE ALLEY ACCESS & PUBLIC UTILITY EASEMENT STAGING (TYP) TOP: 340.9 MAIL BOX (TYP) TOE: 340.0 WALL FACE TO BE 12AWAY FROM THE PROPERTY LINE . TYP SHEETS C3.1 AND C3.2 FOR DETAIL ( ) SEE DETAIL SHEET C3.2 TOP: 339.5 TOP: 302.7 TOP: TOP: 316.7 PORTION OF PA =L 202305-901 � TOP: 312.9 TOE: TOP: TOP: TOP: OR SIMILAR TOE: 339.5 TOE:301.3 TOE :306.5 TOP:318.1 TOE:318.7 TOE:319.8 TOE:320.0 TOE:311.0 TOE:316.3 4 of �'o �2 / ^ c� W o �, � Q `' N89°09'24"E 00 B - - ' - --�---00--o---N--�--} - - - -- - I GRANT CIRCLE S.E.-- �� -��- -- - -o --R - o-�- - - ---� c M , mg, P1 gjmvp MME;,�� INFIN't • Ax \ \ ' 60' .O.W. G 4 , \ G2 OP: 3( \h TOE:3( 304.05 \303.93 304.01-- `L \ GRANT AVE S\:` + 20' WIDE TYPE C1 B DRIVEWAY APPROACH PER RENTON STD PLAN 104.4, SIDEWALK AT DRIVEWAY CROSSING SHOULD NOT BE DEPRESSED AT LOCATIONS WHERE LANDSCAPING IS MORE THAN 5 FEET WIDE O O o X tY w a_ i I 31.5' PUBLIC 1/2 R.O.W. 1.5' R.O.W. 30' 5' DEDICATION SIDEWALK I i 8' LANDSCAPE 3' I EXISTING 18.0' I SIDEWALK EXISTING I CURB (TYPICAL) EXISTING 6 " 2% 1.50/1 � Ix PAVEMENT SAWCUT LINE CURB I 4" THICK d i 12" I CONCRETE ISIDEWALK GRANT AVENUE CROSS SECTION A I SCALE: 1'=10' 5 WIDE(MIN) TRANSITION TO EX. CONC. SIDEWALK 5' MIN. WIDE A.C. RAMP EG EG 294.33-� 9.69' -_ \ ASPHALT TRANSITION AT NORTH END OF NEW SIDEWALK SCALE: 1 "=10' O O 16 � M N - M - N � ° \ 1 N ° o � 4.4% to --- 4,2 /o - - � �... rr-- ; [====I=L_=] "' •�" ,' .: L____T . 4.8/o � -., ram___ t__M1_L •.d i _ _ � � __� m• a____ ____J .v• � ____ - ^ '� 1 _ 333.59 334.93 s° )0.3% T \ o - - ° 318.41� �318.96 320.00 L 1 324.62 r� 325.70 ~ 325.95� 327.35 0 �0 I T 331.59 333.16a TOP: 306.0 15.0 /0 315.11 1 BUILDING #2 BUILDING #3 344.23 i T_ 303.4, 316.73 317.78 BUILDING #1 329.74 O 333.43 336.43 342.30 342.96 343.. •d •, o� �' 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= N 1ST FF= 1ST FF= 1ST FF= 1ST FF= N d' d R 333.44 334.94 �- � `� � � P .,•'I 316.73 317.77 318.35 318.91 320.0 I - �� 324.61 325.70 325.95 327.35 33 331.59 333.31 T P: 306 9 2ND FF= 314.54 M o� 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= TOE: 306.8 v, 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= \ 1 w 1 o � 326.08 328.08 328.08 328.08 330.08 333.77 335.27 335.27 336.77 w 341.57 343.03 343.03 344.56 ��\0 20.6/° 1 325.74 326.26t-328.82334.93 334.93 334.69 Itl• 340.70 0 337.07 - I �.�o, I 327.74 \.• 'r �j3233207,o3.74 1. .74 -3318.78 -235o2.-5501373.04%.84' 342.70 - 34,0 a o _a336.52 34314.814342.70'T 318 327.69 c" 339.72 A TOP3.43.1 420/° TOE: 341.731324 3215.9/'4.6°/o 4/°9 1.4iI f 340.29 3.0 /o I e3 • 329.52 330.62 334.51 338.02 323.61 �, a � o �� 321.51 0 • 322.50 0 0 0 332.75J336.50 ,r �M 340.86 - v � - -- y� \ ` M i'' • o w ot333.61 336.40 341.22 �M 341.22 fOP: 30 .3 , \ eo I ao e1.4 - -- - - - - - - - - - - - 340 fOE: 301.7 T P: 312. o ° - - - - - - - - - 333.61 334.47 0 15.8 /o - � � 325.12 - - - � `� \ 308.20 325.58 T� 328.01 BUILDING #7 334.34 'I N I 340.81 336.94 BUILDING #6 I ' \ 307 43 \ i 319.16 325.58 325.58 \ BUILDING #8 325.38 11ST FF= 1ST FF= 1ST FF= 1ST FF= I4 1ST FF- 1ST FF= 1ST FF= 1ST FF= 1 ST FF= 1 ST FF= 1ST FF= 1ST FF= 1ST FF= I . • �� 322.61 323.80 324.02 325.81 330.35 331.80 331.80 333.47 I \ . 314.90 315.92 316.10 316.60 317.57 2ND FF= 2ND FF= 2ND FF= 2ND FF= 0 33 2ND FF= 2ND FF= 2ND FF= 2ND FF= I 06.63 308.48 A o�Q 333.95 333.95 337.00 v 9 34' \ i . 313.31 2ND FF= 2ND FF= 2ND FF= 2ND FF- 2ND FF= 331.85 340.19 341.55 341.55 343.08 342.75 - 324.73 325.92 325.92 325.92 327.57�V, 1 331.51 336.66 "' 332 339.86 331.80 333.46 7 1•0 w 313.54 0, 324.39 1 .1 316.60 327.23 323.80 324.42 325.81 333.41 330.38 E �337.71 ^b 314.88 315.92 3 6 0 317.57 322.61 - - - - ° - - �.. �. �.- - 16.2/0 - - � � _ 1 _ -- da _ - .I -r - ,'-' , . '.. .: ...' . ago r ---r - • -- T r_ � .... _ ° 1v vv �- 331.80 4.19 _ - I IR 8+00 t 4' +- � o \ 7+00 �� 16 16 9+0 GRANT CIRCLE S.E. - - - - - - - - - - - - - - 313.92 318.62 325.56 333.53 d 0 C TOP:337.8 v o �TOE:337.8 305.94 307.Oi / N 3 1, MAIL BOX (TYP) k63 ck 306.60 `' 74� 20' PRIVATE ALLEY ACCESS SEE DETAIL SHEET C3.2 TOP: 341.2� TRASH COLLECTION TOE: 339.3 STAGING (TYP) & PUBLIC UTILITY EASEMENT OR SIMILAR NOTE: NO WORKS SHALL BE DONE ON ADJACENT PRIVATE PROPERTY UNLESS A TEMPORARY CONSTRUCTION EASEMENT HAS BEEN RECORDED WITH KING COUNTY AND PROVIDED TO THE DEVELOPED ENGINEERING PROJECT MANAGER FOR REFERENCE. J415.49 TOE: 357.4 TOP: 343.0 TOP: 351.4 353.46 TOP- 358.0 TOP: 359.8 TOP: 360.1 TOE:342.3 TOE:350.9 TOE:355.4 TOE:356.9 TOE:357.2 TOP:362.1 350.49 355.43 IF353.72 o TOE:360.7 348.72 356.54 - - TOP:363.1 _ 0.8%' d TOE: 360.5 -351.01 - 356.97 - TOP: 360.2 357.13 �o TOE: 357.3 0.48 M 352 g 354.99 c? v - I I G 343.00 348.57- �`'- p a - M N g �5 tppo pe42.63 359.19 360.70 362.19 357.30 i I 357.87 352.53 BUILDING 44 359 62 I 363.68 3G2 1 ST FF= 1 ST FF= 1ST FF= 1 ST FF= 1 ST FF= 358 43.68 I 348.19 2ND FF= 349.75 2ND FF= 351.13 2ND FF= 352.61 2ND FF= 354.23 2ND FF= TOP:359.3 `TOE: °'O 357.98 359.52 361.03 362.52 364.01 N I I 357.9 P: 43.0 I 357.43 TOE: 42.3 3G� 357.65 I 349.75 351.13 352.61 354.23 a'cb 355.67 10 344.97 - - :- - - - d " i TOP: 355.7 TOE: - 345.11 348.19 L_ •_J. L-- _";_J 4' P171VATE ALLEY 1+db w --- -5.8 OF WALK 355.22 4' 346.01 348.25 349.53J 350.8, I352.46 353.96 356 = 355.67 357.66 BUILDING 45 363.68 I 0 1 N 357.43 0 �4 : 34 .2 -34 1 ST FF= 1 ST FF= 1ST FF= 1ST FF= 1ST FF= v N . in 106% 1-y 00 TOE:34.1 •I 348.25 1 349.53 350.87 352.46 353.96 �357.86 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 357.99 359.48 360.98 362.52 364.01 4 . 359.62 sss 3 54 M • : 352.98 359.15 360.65 362.19 1 1 INSTALL WOOD 342' ; � M W3 a� 350.61 0 ... o �� w 359.03 FENCE ALONG EAST PROPERT 3�Ogo 350.49 357.31 358.06 �� 1 LINE, SEE LAND TOP: 341.E � .,, M ''' 4.5%'' ` �'.2.2 /o . 0.9 /o= ° ' 3.9 /o • 358.70 PLANS FOR DEl TOE:341.4 v 350.37 353.39 89"09 29 E 356.79 11 .73 �� ° ' 347.42 , 351.01 353.67 355.01 -� - J \ PARCEL 326060-0000 INSTALL WOOD FENCE ALONG HERITAGE VILLAGE CONDOMINIUM SOUTH PROPERTY LINE, SEE ��:raarx•rrr�r_ml z 20' PRIVATE J I >_ ALLEY ACCESS 20' PRIVATE d' I I 3 ALLEY ACCESS I I 4 I w I 16' ASPHALT O 16' ASPHALT C DRIVE LANE NCRE E WALK o = CONCRETE DRIVE LANE 4 ONE WAY z WALK I ONE WAY I O CEMENT CONCRETE I 4' SIDEWALK I CURB I ~ PEDESTRIAN CUBR 1.5% I CURB I SLOPES ULTRA BLOCK WALL 2% 1.5% AS PER STD.PLAN-101 - 2% I - o 5% g;1M VARIES 3'�MPX. SLOPES 4" THICK 2:1 MAX g.1 MPX NOTE: PAVEMENT THICKNESS PER VARIES NOTE: PAVEMENT THICKNESS PER CONCRETE TYPICAL DETAIL ON SHEET C3.0 2:1 MAX TYPICAL DETAIL ON SHEET C3.0 SIDEWALK GRANT CIRCLE S.E. (PRIVATE ALLEY) GRANT CIRCLE S.E. (PRIVATE ALLEY) CROSS SECTION B CROSS SECTION C GRASSCRETE SERVICE DRIVEWAY FOR STORM VAULT MAINTENANCE SEE SH. C3.2 d .4 306.48 307.08 306.42 - ASPHALT PAVEMENT 305.97 a /^ EX. WATER METER TO BE 307.30 REMOVED AND CAPPED AT e. CONCRETE PAVEMENT MAIN BY CITY FORCES UNDER d 307.09 ° SEPARATE PERMIT. ELECTRIC TRANSFORMER, AND - - PROPERTY BOUNDARY \ ' EG 307.78 TELEPHONE BOX TO BE ^^ RELOCATED AS REQ. - - - - - - - EASEMENT LINE TRANSITION AT SOUTH END OF NOTE: SEPARATE PERMITS FROM UTILITY OWNERS - - ROW DEDICATION NEW SIDEWALK REQUIRED SCALE: 1 "=10' TRASH COLLECTION STAGING AREA 44+1 8-UNIT CLUSTER MAILBOX TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 8I2312024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS N0. REVISION 17 0 SCALE: 1'=10' zl 20' PRIVATE J ALLEY ACCESS � j I 4' I � I CONCRETE, � I 16' ASPHALT I WALK DRIVE LANE i o 7 ONE WAY I � FENCE CURB I � 2% I 1.5% 3'� M SLOPES NOTE: PAVEMENT THICKNESS PER VARIES TYPICAL DETAIL ON SHEET C3.0 2:1 MAX GRANT CIRCLE (PRIVATE ALLEY) CROSS SECTION E SCALE 1'=10' T 4" HMA CL. 1l2 IN. COMPACTED DEPTH 1T0" AGGREGATE BASE 6" COMPACTED DEPTH GEOTEXTILE EG. GRADE NOTE: PAVEMENT GRANT CIRCLE SE TO BE CLEARED FROM EX. TEMPORARY PAVEMENT SECTION (TYP) AND TO BE REPAVED AS PER DETAIL. SCALE: NTS SURVEYED: SCALEVER_ DAF 08/26/24 DESIGN a-30 ' HORIZONTAL- NAD 19 3/1991 DESIGNED: 1 - DAF 07/29/24 DAF 05/21 /24 DRAWN: DAF TJW, FEM DAF 04/04/24 CHECKED: ONE INCH DUMAT AT FULL SCALE DAF IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SCALE 1'=10' LU J I- 22' �I I 4' 15' OI w �I U) � o 3:1 MAX. � ULTRA BLOCK 0 i RET. WALL I 1.5% VARIES 4" CONCRETE SIDEWALK CROSS SECTION F SCALE 1'=10' O vugv R EARTHWORKS CALCS: CUT: 431 CU YD FILL: 1,892 CU YD NET: 1,461 CU YD [FILL] • CITY OF RENTON Planning/Building/Public Works Dept. INSTALL SPLIT RAIL WOOD FENCE ALONG TREE PRESERVATION TRACT PROPERTY LINE, SEE LANDSCAPE PLANS FOR DETAIL 20' PRIVATE ALLEY ACCESS 12'ASPHALT w w 4' DRIVE LANE 4' o 0 z CONC 1 CONC z � i � 1.5% 1 2% � 2% 1 1.5% NOTE: PAVEMENT THICKNESS PER TYPICAL DETAIL ON SHEET C3.0 PRIVATE ALLEY CROSS SECTION D SCALE 1'=10' 0- 0 Uj I� w 3:1 MAX. � w'~ 6' 4' 6' = o 3:1 MAX. i z � VARIES 1.5% - -� �- ULTRA BLOCK 4" CONCRETE j RET. WALL SIDEWALK I CROSS SECTION G SCALE 1'=10' NOTE: RESTORATION WITHIN GRANT AVE SHALL COMPLY WITH THE CITY'S OF RENTON TRENCH AND RESTORATION STANDARDS. SEE DETAILS ON SCH. C3.2 O N U H H C'7 a J N �W uRR EN6INEERIN6 SERVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 R-429006 W 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING NJanders 09/16/2024 z O W U Q GRANT PLACE TOWNHOMES DATE: 11/21/23 � 1600 GRANT AVE S RENTON, WA 98055 FlELDBOOK: PARCEL 2023059052 PAGE: � DRAWING N0: 20069 PAVING AND GRADING PLAN I� \J SHEET: OF: C3.0 28 O N 1 1 W I- V J 5W G O 2 Z O I- W U < n I- Z Q It 0 T CM U 3 c Z 0 U I io S LJ M < Z J L_ FACE OF CURB e 1f2'R I I VIM. - 124 I T- TOP OF D % 1n" R ROADWAY -- try c b1t- I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB I.612" J FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE i 1:12 - 1:24 \ i TOP OF 12" R. ROADWAY C • t 1' - 6• DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3B" 6' CEMENT CONCRETE 12' FR 1• R. SIDEWALK RAMP VARIES OR LANDING FROM 6"TOO 1 F 6' _ 316• PRE -MOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS - FACE OF ADJACENT CURB - SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF 1' 112' R. ROADWAY r _T- P E' t D• 1'-6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB ' GUTTER SURFACE P ► q aA' i��•' PREMOLDED J 01 NT FILLER 1r o irr 5112" 1' 1n•rz � j -� •R. • 1 j TOP OF I ROADWAY •/ t _1 E FULL -DEPTH 1" R. I I 81l4' _ EXPANSION JOINT I*R, CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion Joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104-2 STD. PLAN - 101 ,• PUBLIC WORKS DEPARTMENT , PCEMENT CONCRETE CURBS PP �'ED M L 8 MIN. VARIES ISEE NOTE 7) V MIN. ISEE NOTE 8) (SEE NOTE 8) 10 LF OF PAVED DRNEW IY REOUIRED XPANSION JOINT ITYP.) ISEE STD. PUN 102) CI CI SII 0 o SEE NOTE 5 Y Z 3 HH VENT NCRETE EWALK / SEE NOTE CEMENT CONCRETE RAMP LOPEWITH TYP.) J// B CURB &GUTTER SLOPE (TYPJ (SEE NOTE 3) 3I8• CONTRACTION JOINT )TYP ) (SEE STD. PLAN 102) PLAN VIEW (TYPE C3 SHOWN, C1 & C2 8 C-MAX SIMILAR) (SEE NOTE 9) VARIES (SEE NOTE 10) 8.35, MAX. SEE NOTE 81TYPT 10' MIN. 10" MIN. CEMENTCONCRETE 10-MIN. SIDEWALK O 318'EXPANSION JOINT (TYP.) SECTION A (SEE STD. PLAN 102) slDswr DIFFERENCE IN SLOPE 112' R (TYP.) DRIVEWAY NEGATIVES SHOWNEX DRIVEWAY WI SITNE SLOPE (SLOPE SHOWN EXAGGERATED) 1.5% - y C DRIVEWAY , D 10' MIN. RELATNE SEE DETAIL ON STD PUN 2 (SLOP SERATED) SECTION OB sp CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) AIL. STD. PLAN 104.21 TYPE C2 - ISOMETRIC VIEW For NOTES see STD. PLAN 104.2 ti Y o� STD. PLAN - 104 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE -TYPES C1, C21 PPRO D: �NTo$ C3, and C-MAX TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES r-aEE NOTE2 /8'R X 5/B"D DUMMY JOINT SEE NOT'E2 _p• 2'_p• /b I I l 3/8• PREMOLDED JOINT FILLER (T)-P) I J L _-- 5" (6 5' PLAN VIEW FACEOF CENTERLINEOF CURB+_ FRAME d GRATE FRAME AND GRATE - NOT INCLUC ED 1/2' R. I• R'MATCH ROADWAY INCURBf3T. ANDOUTTBIOITEM SLOPE c 1• R• RECESS ROADWAY P � ADJUSTMENT SECTION-N(Tr1NCLUMD ►' : ► ' IN CURB AND GUTTER BID ITEM • CATCHIlASIN-NGT INCLUDED u • IN CUFA MID GUTTER BID FTSM • ,a CWEW CONCRETE CURB AND GUTTER SECTION AOK�/I GENERAL NOTES: -1 ' 1. The intent of this design Is to facilitate the removal' ; of a catch basin with minimal disturbance of the Curb. 2. The expansion Joints of the adjacent sldewalk shall be -adjusted to be In - line wllh these curb expansion Joints. f1 U�`' I lSOFTC VIEW 1r ,- Ali CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC WORKS PRO D: + + INSTALLATION AT DEPARTMENT CATCH BASINS DA . CELExr CONCRM SIDEWALK NOTES 1. When a driveway width exceeds 15 fee;, construct a full depth DEPRESSED f1LONOUTKC ' CURB 4 GUTTER (SEE DETAIL THI S SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) expansion joint wtth 3B• Joint filler along the driveway tans lines (see aid. plan 102). Construct expansion joints parallel with the ,00 SEE oEP11FssPc QJRB DETAa centerllne as required at 15' maximum spacing when driveway CONTRACT.ONxXT1T at! ON r•IsSMSET widths exceed 30'. atDttiAl4tm sttr r �I •? opor R TROADWAY 2. See std. plan 102 for sidewalk details 3. Curb and gutter shown, other curb designs may be specified. •• ' •T �. See std. plan 101 for curb details I_ ' . '• • , •. 1 • 4. Hal used 7�_-`�' r-o' i'-r I 5. The engineer will design all driveways to Indude elevations at all Hutt osliff"Y LaQrtuoO4AL OaANSION points marked with symbol 'X'. All elevations are at the back of ao1NTa OVAL BE FULL DEirH Curb top on uphill side. 0 86EO MONOLITHIC CURB & GU"rER DETAIL 6 Nat used 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10) The expansion joints (see sld plan 102) shall be spaced as shown In the corresponding Isometric View. 8, Slopes shall comply with sections R303.2.1 or R303.2.2 or --FACE OF ADJACENT CURB R3032.3 of the Revised Draft Guidelines for Accessible Public 1' Rigbts-of--Way of November 23, 2005 (PROWAG). ` y 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. ?. ► 1'R ��VJWAM .�R ► P, 10. STREET STANDARDS = Renton Municipal Code (RMC) C o, Title IV Development Regulations o e •_ CHAPTER 6 STREET AND UTILITY STANDARDS a o • 'a Section 4-"60 STREET STANDARDS DEPRESSED CUM DETAIL AT f EBICENT1AL ORCOM111lRCIAL DIVVMYS. MIO ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) Title IV Development Regulations 0& way Exelmple: TYPE C18 CHAPTER 4 R=Reekiard d C•Cotrim ral --%' CITY-WIDE PROPERTY DEVELOPMENT STANDARDS 1KRrlberofLarim -� Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX"A Lsne Cornmemmeq REGULATIONS Bil,"NOBuffer - PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ),`. PLAN - 104.8 DEPARTME1N'f ENTRANCES - NOTES AND DETAILS ivy/ Know what's below. Call before you dig. 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS IN REVISION s RAISED EDGE DETAIL 1'-0- 6-1 SIDEWALK LEVEL �.J 1� EXTEND SIDEWALK TRANSVERSE 1'-0• 1'-0' &8•, N) PREMOLOED JOINT FILLER ire (IN) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DNG 2�-U% i 1W(IN)R.(TYP.) ' I FOR CURB DETAILS ••' . . tr 1.5% SEE STD PLAN 1011 'EXISTING 1• QN} R. a .: a C�it� �J r .._ ~ .. - }r• - CRUSHED ROCK BASI r o l t•. ,:. SEE RAISED EDGE I r'; 1'•0• SIDEWALK DETNL - THIS SHE CALUNDERUNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CLn MIN. SIDEWALKLK OMPACT TO 95% MODIFIED PROCTOR yioPEs7 WITH RAISED EDGE NHS REQUIREMEW WANED BY ENGINEER) TYPICAL UNDER ALL CURB, 12• (IN) R. (M.) GUTTER & SIDEWALK CSTC UNDER `U% .�. ;, FOR CURB DETAILS CURB a GUTTER TO BE 6•THICKNESS OR 13% SEE STD PLAN HIT MATCH EXISTING ROADWAY CRUSHED ROCK 1J 611 -� BASE, WHICHEVER IS GREATER (TYP. FOR aH�-K71'g • ' _ ALL CURD 6 GUTTER). M •• • •• FINISHED GRADE /• (IN) BELOW P 1 TOP OF CONCRETE SURFACE 2'-W SIDEWALLc ADJACENT TO CURB MIN. Rou DING 1?(IN)R(iYP.) -�, FOR CURB DETAILS -2.0% a 7SX _ SEE STO PLAN 101 BRIDGE OR PEDESTRIAN d' • --- _y`� �~ r• RAILING -\�-• •. FORcuRBDETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD CPLAN URB DETAILS (STEEP FILL SLOPES) CONTRACT PLANS / ALL OR BARRIER ! I 1Ir (IN) R. (TIP-) FLUSH SIDEWALK • • • IrT N) R VERTICAL WALL - SEE DETAIL 01Wt PREAIOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL e• MO PRQADLDEO JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1/2• (IN) R 1 (TYP) FOR. CURB DETAILS MIN. SEE STD PLAN 101 .' GROOMED FINISH ORMATCHE70ST1NG ' p.Y.. . 4-WIDE,SMOOTH TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE (�/ SURFACE FOR PLANTING -FLUSH IF PAVED Q• Q' I ;,�,, to (CURB fj'' :;\ CEMENT CONCRETE CURD (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR cuRe DETAILS d- ti SEE STD PLAN 101. i_ 1r8• TO lie NOTES 1. Four feet of the sidewalk width shaA be the minimum pedestrian COMRAcnOH JONT ' • ' accessible mute (PAr� free of vertical 4 rN SIDEWALKONIY a ► �� to '• and horizontal obstructions. Gratings, �` • " • R 'r Access Covers, Junction BDKa's FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other �- •••,�� _ CURB AND SIDEWALK (SEE STD PLAN 10L1) appurtenances within the sidewalk C CONTRACTION JOINT must be flush with surface, and match -re grade of the sidewalk. JOINT AND FINISH . we DETAIL • . . t► � 2. Monolithic Cement Concrete Curb and A •� ' +�, Jb'� Sidewalk Is not permitted in new For other referenced NOTES see •� .p , constnJction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement �� Concrete Curb build per WSDOT ,PRE FILLER FLz Standard Plan F-30.10-03. Paved surfaces must comply with . E. FULL -DEPTH 3. Concrete to be 4,000 P51. STD PLAN 102.1 as applicable, EXPANSION JOINT STDPUBLIC WORKS CEMENT CONCRETE • PLAN - 102 DEPARTMENT SIDEWALK FPRO,rED: iA 7 � `- run TlorrEMerIa.LlDeawellwlLKlluars) _ _ _ v_An�staTatlatan _ _ a.1.. I 10 LF OF PAVED 1 DRN'EV110 REDI:gEO 18'EAPANSIONJOM lTY'P 'SEE ETD PLAN 102T SIa•TSIMifIONbNt1tYPJ I (i rIQ KA711� CEWEM 1 CONCRETE ' SIDEWALK SEE NOTES 1aV C'EAERENC! M S.OPE YAX- CAWEWAT w AELAI !Ef:ATIVE 5<DPE 141 SNO,vN ERAGCEMI CONSTRUCTION JOINT - SEE NOTE I CEMENTCONCRETE RAW WITH 124 IV (B) Cuu a ouTTER - SLOPE (TYP) / (SEE NOTE ]1 ( i&' CONTRACTION JOINT LrYP I ISEE STD PLAN lam PUN VIEW (TYPE C3 S140014114 Cl a C2 IS C-MAX SIMILAR) (SEE NOTE 9) E n NA1t S=r Ml* • • 01A1 1P'YM DEPHESSEO LURA A GL.' TER �� Ic•w \ ae• E}PANSI]N JOM•!TTJ (SEE NO7EA SECTION O E M 'LANtT, TYP! SMWA.K WIDTH \ -oTYNlYMTW SLOPE IS Oft SNOWNEA:GERA•W tall Ia.W \ lee 4.• :. ••4. • , de.ENMY to' W K1a SE 0 For NOTES see STD PLAN 104.2 STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1B, C2B, PP 'E:D. 040,11 C3B, and C-MAXB (WITH BUFFER) t SURVEYED: DAF 08/26/24 DESIGNED: DID DAF 07/29/24 DAF 05/21/24 DRAWN: TJW, FEM DAF 04/04/24 1 CHECKED: DAF BY DATE APPR APPROVED: SCALE: i 9#=30► ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1" X 6" PLANKS (SECURED BY TWO GALVANIZED NAILS) 2' X 6" CAP 2" X 6" STRINGERS (2 EACH) 6" X 6" POST (PRESSURE TREATED) 2" X 6" CAP 8'-0" 6" STEP MAX WHEN NECESSARY 1" X 6" PLANKS FOR GRADE CHANGE It C1)CONCRETE FOOTING FINISH GRADE CD o KR 16" TYP GRAVEL BASE (TYP) 6' WOOD FENCE EXISTING SUB GRADE NTS NOTES: 1. 6' X 6" POSTS NEED TO BE PRESSURE TREATED FIR. 2. ALL OTHER WOOD MEMBERS TO BE CEDAR. 3. ALL NAILS USED SHALL BE GALVANIZED. J d KEYSTONE FACING TENSAR UX 1400 GEOGRID FREE -DRAINING GRANULAR FILL (SEE REPORT) FILL COMPACTED TO 95% OF ASTM D1557 (MODIFIED PROCTOR) NOTE: FILL MATERIAL FOR THE BERM CONSIST OF COARSE, PIT -RUN GRAVEL OR CRUSHED ROCK THAT IS COMPACTED TO 95 % OF THE MAXUMUM MODIFIED PROCTOR DENSITY. THE FILL MATERIAL SHOULD HAVE A GRADATION AS FOLLOWS: SCREEN SIZE PERCENT OF MATERIAL PASSING 3 INCH 100 3/4 INCH 45-80 40 5-20 200 <5 NFURR KEYSTONE RETAINING WALL VE NOT TO SCALE '-�_ CITY OF RENTON Planning/Building/Public Works Dept. \SERVICE.% PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 O co , �J co a J N CO C� t) -J N rr 0- TM R-429007 UJ IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING Z Wanders 09/16/2024 O LLI U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 ooK: PAGE: PARCEL 2023059052 PAGE. z DRAWING NO: 20069 DETAILS SHEET: OF: C3.1 28 �J Q DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 N 1 0 LU V i LU 75 O z O I- W U /Q n I- z Q rr 0 N U U W M Z J 6- I SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS I SPECIFIED IN CONTRACT DOCUMENTS 12" MIN. EXISTING PAVEMENT SURFACE I NEAT LINE TRENCH 6" MIN., SEE NOTE 4 "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER kj' PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 URI PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PPR D9/28/2018 DEPARTMENT GAZ P"bfiCWorks Admi1js W1 DATE 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES 6" X 6" PO' (PRESSURE TREATE 1" X 6" PLANKS 6" X 6" POSTS ALL OTHER WOOD MEMBERS TO BE CEDAR. ALL NAILS USED SHALL BE GALVANIZED. 6' WOOD FENCE NO SCALE :45 ^4LVANIZED NAILS). RS (2 EACH) STEP MAX. CESSARY FOR )E CHANGE CONCRETE FOOTING FINISH GRADE BASE (TYP.) L/�IJIIIYV JVU GRADE 57 5fir 301/2" 0 ❑ D• ❑ FRONT VIEW vital''m Cluster Box Unit - Type I 45" SIDE VIEW 28 1/2" PEDESTAL 1 Ct" 17' PEDESTAL BASE BOLT PATTERN DOOR CHART 000RmR alwwlow(xe NOTES: 10'.AIOCEL itti�fk�A1-b/�r 17PAR'CEL I I"4k12-13/1r 1. This unit is approved for USPS and private applications. I40pICIS� vital �' C1llSTER BOX UNIT OUIGOMGSLOT 4k11r 2. Decorative mailbox accessories sold separately and are LISPS Approved products. 3. Pedestal should be installed with included Rudder Pad; Residential and Commercial M cm R� mounting hardware not included, refer to installation manual for Mailboxes 49-N p 4" recommendations. - BY 4. Florence "F" series CBU is Officially Licensed by USPS: GcMalllboxes.com °`�"'"'"GNUh16Bt DRAWN BY License#CDSEQ-08-B-0012 800-427-9612 1570,13 S AFD $94 North Main Street, Orange, CA 92869 ......... ...a................:.. .............. ................. :.......... ...................... :................. I............ _..:. ...... _......I...._..........:............._.I..._...._...._.:...... ..._....{......... _ ....:__ ._....... ...._.._... _. _:................L...............................I..._._._._.._.._.._.._.._.... a.. _. _... _...:.. .................... ..._... _........_.......I........ _.... .:....... _._.... .. ....... .:......_..._.... _..FGBOTOF.._. THE RET. WALL N J + STA. 5 94.71 __..... .._. __............._._.:........._.._.:.. _. ._..__. _.. .......... _ _. ...... �_-ELEV:357:20_. FG BOT OF THE RET. WALL L'-LI ................................................. _................ LEV 351 2 ................................................................................................... ....STA• 5+18.00 :. . 'moo, E 0 _......................... _....................... ..._....... _... ...................... ........ :...... ............................................ ......__......_........._................ ..... ............................ FGT POF:................._.............:......._....... THE F ET. WALL ....... ..... :...................... ........... :............................... ..:.... ....STA:. +57.21......... :................ ........ ......... ELEV: 324.47 l td'IJl IT dF'tHE ft WALL' STA: 4+37.99 :................... FG TOP 0 ELEV: 336.00 .............. ................ ........ ........................ THE RET: ALt ....... _..:...............................................................i. ........ ............. ............. ............. ............. ............. ............. _ ............. I STA:1+48. 9 �' ELEV:317.4 _ _.....__._._......... ........................................................ .... _ �...:..... .. "' ............ TOP OF............................................................ ........ ........ .... ............................................. ............. ............. ............. ............. ............. ............. I ... ..... _ THE ET. WALL EG BOT OF THE RET. WA L ST :0+46.93 STA:2+23.50 ELV:303.84 ...................... .............. ............. J... ELEV:319.T1...............................................................................................-..... .. ..... . . L EG BOT OF THE RET. WALL o 1+35..54 ...... .......................... .... lz........................ .. ELEV:314.37J a � ........................................................... w .... EGGBOT OFTH RET. WALL . ................. <a STA:0+42.42 :ELEV:301.58 Q...:.......... ........ ..................... . LU 0_ 0+50 1+00 1+50 2+00 TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 2+50 NORTH PL BORDER FENCE SECTION V.. 1 "=1 O' H: 1 "=30' 3+00 8/23/2024 3+50 4+00 4+50 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. REVISION 5+00 5+50 SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21/24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE APPR APPROVED: J/J 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 6+00 6+22 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHRUB MASS C) C) C) t'J N LJ co co a J GRAVELROADBASE VAULT ACCESS GRASSPAVE DETAIL !jCza W1771 AC4X0 L44�lS AID 4F7ER PAT07-!ice 5 4" uMo., N,1 ii � - 82455 C4P 3',4.GC�.G ...• ..• f::�•.:';. �--GOMPAC E`D ELEI/.4T/Ort/ 1:' .I SAND a Zi ECT ,51CKF/LL SEGT/C�c/ Jcni C29M194cr/av NOTE. 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2. THE CASTINGS SHALL BE GRAY-iRON CASTINGS, ASTI4 DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR ADJUSTMENTS TO GRADE. ZEE INEERING RVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. NOT TO SCALE N T C) 1 N 0- Monument Case & Cover ADOPTED U CITY OF RENTON + + STANDARD PLANS LST DATE:1•Feb-89 DWG NAME: HR-04 SP PAGE: H031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING w % z 74 NJanders 09/16/2024 O LU U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 ooK: PAGE: PARCEL 2023059052 PAGE. DRAWING N0: L 20069 DETAILS SHEET: OF: % r� C3.2 28 �J CD 0 LU 7 30 15 0 30 60 SCALE: 1 INCH = 30 FEET EXIST STORM DRAINAGE STRUCTURE TABLE ID DESCRIPTION RIM ELEV PIPE INVERT STATION OFFSET 12" (W) LCPE IE=303.89 CB #2 TYPE I GRATE EL 307.56 12" (E) LCPE IE=303.89 9+92.54 12" (N) DRAINI.89 8.764E CB #3 TYPE I GRATE EL 309.41 12" (W) LCPE IE=305.00 9+80.14 8.685L CB #4 TYPE I GRATE EL 340.60 12" (NW) RCP IE=337.92 6+00.30 10.703L 12" (E) LCPE IE=286.71 12" (W) REINFORCED CONCRETE IE=286.61 EX SDMH-1 TYPE II -SOLID LID EL 294.51 12" (N) EX CMP IE=290.01 3+14.80 12" (NE) EX CMP IE=290.16 5.016E 12" (SE) EX CMP IE=287.21 12" (E) LCPE IE=302.54 10+09.06 EX. CB #1 TYPE I GRATE EL 306.95 12" (N) LCPE IE-302.54 10.824E 12" (NW) LCPE IE=341.60 5+45.00 EX.CB #6 TYPE I GRATE EL 345.08 12" (E) LCPE IE=341.60 14.654L EX.CB #7 TYPE I GRATE EL 354.82 12" (W) LCPE IE=349.02 1+18.16 0.970L 12" (E) LCPE IE=300.63 0+82.6312" EX.CB #8 TYPE I GRATE EL 303.51 (S) LCPE IE=300.63 9.047L 12" (E) LCPE IE=312.18 1+64.76 EX.CB #9 TYPE I GRATE EL 315.69 12" (W) LCPE IE=312.18 9.050L 12" (E) LCPE IE=315.99 2+51.50 EX.CB #10 TYPE I GRATE EL 319.95 12" (W) LCPE IE=315.99 9.019L 12" (E) LCPE IE=323.97 3+54.6312" EX.CB #11 TYPE I GRATE EL 327.12 (W) LCPE IE=323.97 9.096L 12" (W) LCPE IE=332.19 4+61.0812" EX.CB #12 TYPE I GRATE EL 335.01 (E) LCPE IE=332.19 8.799L 12" (SE) LCPE IE=336.82 4+99.46 EX.CB #13 TYPE I GRATE EL 340.48 12" (W) LCPE IE=336.82 8.262L 12" (E) LCPE IE=288.17 EX.CB #14 TYPE II-48" 0 GRATE EL 297.71 12" (SE) LCPE IE=288.37 0+50.85 12" (W) LCPE IE=288.17 16.247L 12" (SW) RCP IE=312.67 9+45.8212" EX.CB #15 TYPE I GRATE EL 317.65 (E) RCP IE=312.67 56.554R 12" (W) RCP IE=323.03 8+42.7112" EX.CB #16 TYPE I GRATE EL 325.70 (E) RCP IE=323.03 54.675R 12" (W) RCP IE=332.34 7+39.3712" EX.CB #17 TYPE I GRATE EL 335.01 (E) RCP IE=332.34 54.830R 12" (W) RCP IE=337.59 5+64.0312" EX.CB #18 TYPE I GRATE EL 341.06 (SE) RCP IE=337.59 32.526R 12" (W) LCPE IE=288.52 0+64.41 EX.SFMH#1 TYPE II-72" SOLID LID EL 300.76 12" (S) LCPE IE=290.82 9.834L NOTE: STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND REFLECT AS -BUILT CONDITIONS. SURVEY IE AND RIM ELEVATIONS ARE PROVIDED FOR THE REFERENCE ONLY, USE STRUCTURES TABLE FOR THE PROPOSED FINAL ELEVATIONS. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. EX.SFM EX.CB #14 RAISE EX. MH RI WITH ONE 2' SECTION I0 30' 30' EX 16LF 12" LCPE @ 2.2 \EX SDMH4--/ EX 34LF 12" LCPE @ EX 34LF 12" LCPE @ 40. 1. .4 nnnnnc+�n I �n��ln Know what's below. Call before you dig. GRASSCRETE SERVICE DRIVEWAY FOR STORM VAULT MAINTENANCE ASPHALT PAVEMENT CONCRETE SIDEWALK EX STORM DRAIN PIPE EX TYPE 1 CATCH BASIN EX TYPE 2 STORM DRAIN MANHOLE 8/23/2024 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS 4LF 12" LCPE @ 9.71 % CB #1 o F.'Tl"kqffi •. NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS -BUILT CONDITIONS. ADDITIONAL AS -BUILT SURVEY REQIRED TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. PROPOSED IE AND RIM ELEVATION TAKES PRECEDENCE OVER SURVEY DATA. 87LF 12" LCPE @ 4.39% RELOCATE EX. STORM PIPING FROM EX.CB#1 TO CB#5 SSMH-A (CENTER STRUCTURE) TRIM=315.57 CTR CH.=303.42 STORM DRAINAGE NOTES ALL RIM ELEVATIONS CALLOUTS SHOWN IN THE DEVELOPMENT ARE EXISTING OELEVATION. THE FINAL RIM ELEVATIONS ARE SHOWN IN THE STRUCTURE DRAINAGE TABLE ON THIS PAGE. PORTION OF PARCEL 202305-9013 PARCEL 326060-0000 HERITAGE VILLAGE CONDOMINIUM ACO SLOTTED STEEL GRATE W/QUICKLOCK ASS'Y. TACK COAT FACE OF --- CUT AND EACH COURSE 4" HMA 6" COARSE FILL #3 REBAR CONTINUOUS (TYP) SEE STORM PLAN AND/OR UTILITY PLAN FOR CHANNEL INVERTS/SLOPE(S). #3REBAR@6"OC ACO FRAME MESH STEEL 12" TRENCH DRAIN K300 CLASS B POUR IN PLACE CONC. BASE 51/2 SACK MIX 4000 PSI @ 28 DAYS I. DMOF- OTVILL DC r-VUTCCU AGAINST COMPETENT NATIVE MATERIAL OR STRUCTURAL FILL. NEW STRUCTURAL FILL, COMPACT 2. ALTERNATE TRENCH DRAIN (ASTM D1557) SPECIFICATION MAY BE SUBMITTED NOTE: ALL STORM SYSTEM FACILITIES UPSTREAM EX.SDMH-1 ARE PRIVATE. SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 CHECKEDDAF BY DATE I APPR I APPROVED: FOR REVIEW AND APPROVAL. FORMED IN PLACE TRENCH DRAIN NTS SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Adoftk tuCITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION NOTES 1O CONTROL STRUCTURE - SEE DETAIL SHEET C4.3 OWATER QUALITY CONTROL STRUCTURE - SEE DETAIL SHEET C4.3 EX STORMWATER DETENTION VAULT - 90.1' X 40.8' - SEE DETAIL SHEET C4.3 O 4" PERF PVC SDR 35 FOOTING DRAIN 4O O6" PVC ROOF DRAIN @ 2% MIN (TYP.) INSTALL STORM FILTERS AFTER CLEANING ALL CATCH BASINS AND PIPES O 43LF 12" LCPE @ 10.65% One meter channel Outlet Product Outlet size (Sch.40) Invert Depth GPM CFS B Bottom outlet - K3-00 8" round 11.81" 1 748 1.67 �FIIIJIIRR ENOINEERING vNERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206 890 8291 Cfl O O N �1 u SEE \SEPARATION NOTES 00 N o O I o O FEX.CB #77 O P o IW 0 N 0 � Q co, � C6 J Z) w o � U J z Qf Q a - T O O O C'0 N I..L r �---.---.--- � R-429009 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS O SURFACE WATER UTILITY t � J Farah 09/03/2024 ' DEVELOPMENT ENGINEERING Z NJanders 09/16/2024 0 GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 DRAINAGE CONTROL PLAN LLI U Q DATE: 11/21/23 J FlELDBOOK: PAGE Z DRAWING NO: 20069 cr SHEET: OF, C4.0 28 -/ Lij G O z 0 LU U J n I- z Q rr T U zS m 8 w Q U_ 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 285 280 275 270 EX O.W. �2' ROW DEDICATION W w Z I Z j 5' SW Q I Z CD I P STA:0+40.64 I EL: 297.39 K: 3.83 20' VC m M of U o x + + 0 LL LU H co U .. " CV 7.12°/ F� 1 01 48LF 12"pL CPE @ 3.02% - J EX SDMH-1 RIM EL 294.51 12" IE 286.71 (E) EX.CB #14 12" IE 287.21 (SE) RIM EL 297.71 - 12" IE 286.61 (W) 12" IE 288.17 (E) 12" IE 290.01 (N) 12" IE 288.37 (SE) 12" IE 290.16 (NE) 12" IE 288.16 (W) 0+00 0+50 I PVI STA: 8+70.45 - PVI EL: 317.05 K: 4.63 37 o6 00 + N 00 CV Q M O 0 M U M W W L6 W ti 1 0+0 F-� I Ir C I - J - = w U w� EX.CB #8 RIM EL 303.51 12" IE 300.63 (E) 12" IE 300.63 (S) EX.SFMH#1 RIM EL 300.76 12" IE 290.82 (S) 12" IE 288.52 (W) -16LF 12" LCPE i 24LF 12" LCPE @ 50.38% TO VAULT 1 +00 8+50 9+00 9+50 10+00 GRANT CIRCLE SE (PRIVATE ALLEY) V: 1"=10' H: 1"=30' TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT' FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. -GRANT PLACE TOWNHOMES - BLDG 2 PVI STA: 3+92.96 I 1 I I I PVI EL: 331.72 PVI STA: 4+61.81 PVI STA: 2+87.00 K: 1.95 IL PVI EL: 435.00 PVI EL: 324.45 20' VC z I I K. 1.• 5 K:1.85 o J 20 �� 20' VC � I N I I I O I O� I + _� I` CSC Q N O N 04 �+ ' (V Lf7 (V U CO c co Q �� CV Imo" Q Ln BLDG 1 U rn cliM C0'IT M ' w > I> 1 > J PVI STA: 3+66.96 1 m J LUI LU J LU • LU w LU � PVI EL: 327.82 PVI STA: 2+60.95 K: 1.85 L: PVI 320.54 20' VC 1 F - 1 K: 1.88- 1 " � 0'VC I I I I F- I I I I I I I PVI STA: 1+67.58 co Oi I O' co II- PVI EL: 316.44 o 1 F co K:1.89 N o N o I �- �� - I m� co W I�� @T.12°I° 00 I I w i I 1 14.21% I I I ti F_ 1 ,.00°/ ' 00 F 1 1 I I 1 I IIF01 a 1 ,- 'CPE qCl l4°l0 1 1 I I I, '1osLF 12 EX.CB #12 MI I{ - EX.CB #9 RIM EL 315.69 12" IE 312.18 (E) 12" IE 312.18 (W) EX.SSMH #8 STA 1 +50.07 8" IE IN 306.30 (E) 8" IE OUT 306.2 (S) 1 +50 10+50 Know what's below. Call before you dig. 2+00 /,Y i ozmo IEX.CB #10 RIM EL 319.95 12" IE 315.99 (E) 12" IE 315.99 (W) 2+50 365 360 355 350 345 340 335 50 330, t5 325 t0 320 35 315 30 310 ?5 305 ?0 300 15 295 10 290 )5 285 )0 280 295 290 1 1 +00 8/23/2024 EX.CB #11 RIM EL 327.12 12" IE 323.97 (E) 12" IE 323.97 (W) -GRANT CIRCLE SE (PRIVATE ALLEY) V: 1"=10' H: V=30' 3+00 3+50 4+00 RIM EL 335.01 12" IE 332.19 (W) 12" IE 332.19 (E) cM m W 15�0°I0 1IX i i i EX.SSMH #9 STA 4434.14 8" IE 0 JT 326.75 (W) WATER 10" D.I. PVI STA: 5+50.34 PVI EL: 348.28 K: 3.33 RIM EB #45.08 I EX.SSMH #6 STA 5+51.20 12" IE 341.60 (E) RIM EL 345.05 12" IE 341.59 (NW) EX.CB #13 8" IE IN 335.16 ( ) RIM EL 340.48 8" IE OUT 335.1 (S) 12" IE 336.82 (SE) 12" IE 336.82 (W) EX. SSRIH #5 RIM EL 1.84 -43LF 12" LCPE @ 10.65% 8" IE IN 32.81 (N) 00 H I ei U.) M W W I I BLDG 6 I I 1 I PVI STA: 7+17.50 1 r PVI STA: 6+48.87- PVI EL: 330.70 PVI EL: 333.50 K: 1.83 K: 1.83 1 1 rI go PVI STA: �+46.27 20' VC 2P' VC PVI EL: 3.26.38 o o K: 2. 3 370 365 360 O� 0 iC�T 355 o 350 O PVI STA: 8+33.11 N PVI EL: 321.49 K: 3.19 345 U 00 co I 00 0 o+ + ' �� 'moo 20' V 20' VC + CD + co H Yr O� N U I+ M C* 340 I ---- co �0�� U 'w M I II U M I I �- J I w -1`i`�IwQCR I a00 � 1 o I �o 0 WWI �°��, CO 335 I �w �,M I v`�' W +W I mIww ii 00 _ I 330_oo I II w I I I-mIW4.08% U) w \ I I II 1 1 I I w w �� _ I I z 325 EX.SSMH #4 vo7h co STA 6+27.31 _ 00 RIM EL 336.56 320 8" IE IN 328.75 NE) 11.90 O 8" IE OUT 328. 5 (W) w CB #4 w` RIM EL 340.60 315 C) 12" IE 337.92 (NW) C'7 N -55LF 12" RCP @ 0.60% 310 Q Z) 305 J 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 BLDG 4 & 5 J I '� a r,- I BLDG 3,6 CAI r' 1 O I @� Al BLDG2,7 I r i 1 p4LF 12' LCPE EX - EX.CB #7 R.O.W. --- RIM EL354.82 55LF 12" RCP @ 0.60% w 12" IE 349.02 (W) BLDG 1, 8 �2' ROW DEDICATION I 1 RCP _ 4 99% @ W _ 17' WATER 10" D.I. 'I I p1°�o EX.CB #18 EX.CB #6 I RCP @ 9 RIM EL 341.06 345.08 ' 103vF 12 12" IE 337.59 (W) 12" IE 341.60 (E) EX.SSMH #7 TA 5+73.32 11 1 1 1 I / RIM EL 335.01 RIMEX.EL 35. 2" IE 337.59 (SE) 12" IE 341.59 (NW) U) II i ' ' 12" IE 332.34 (W) RIM EL 354.13" W) IE OUT 343.49 LU 12" IE 332.34 (E) EX.SSMH #6 p 65 ° CB #4 RIM EL STA 4+76.92 4 . E IRIM EX.CB #16 / _ _ _ 1p3�F 12� 12" IE 3 7.92 (NW) 8" IE IN 335.16 E) Q I RIM EL 325.70 8" IE OUT 335.1 (S) Z U I 12" IE 323.03 < Lu I 12" IE 323.03 (E) C� o I / w Q U_ I / 1 #15 EX. SEWER-,--,EX.CB - - RIM EL 317.65 12" IE 312.67 (SW) \12" IE 312.67 (E) _30LF 12" RCP @ 79.36% STATIONS: LOT CENTER LINE PROFILE -VAULTINLET STA: 0+85.08 V:1"=10' H: 1"=30' STATIONS ARE AS PER LOT CENTER LINE ALIGNMENT. ELEV: 289.21 0+50 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS K0 1 +00 1 +50 2+00 SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 D'�W"` TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE 1 APPR I APPROVED: 2+50 3+00 3+50 4+00 URR ��ERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 SCALE:VEffn_ 1 "=30' HORIZONTAL- N DV 1983/1991 Adoftk CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 365 1,6110 355 N T C) 350 O O 345 N 0- 340 335 1 330 325 320 315 310 305 300 295 290 285 280 4+50 5+00 5+50 6+00 6+15 U) R-42901 0 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING z SURFACE WATER UTILITY U JFarah 09/03/2024 NJanders 09/16/2024 0 LLJ U Q DAM _j GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 PAGE. OK: DE: PARCEL 2023059052 DRAWING NO: z 20069 oC ROAD AND STORM PROFILES SHEET: OF: %• C4.1 28 �/ Cl) CLU G O z O W U Q n z Q 0 N U V 5'x10' GRATED LOCKING REMOVABLE ACCESS PANEL (MARKED DRAIN) RIM=302.91 - a a' 8 STEEL PROTECTION CAGE a14 0.010'Wxl.9'HNOTCH . a PIPE SUPPORT: a. 3" X .090" ALUMINUM W/ %" STAINLESS BOLTS a a 12" OUTLET PIPE EXIST FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. 100-YEAR WATER SURFACE iT DESIGN EL.=299.02 1-1-18" RISER 0 LU 0 Q — 8" SHEAR 0 (— GATE w o J 00 0 IE=295.57 AB AS PER SURVEY DATED 03/05/24 COUPLING SOLID FLANGE OR CAP ELEV=293.57 m WATER QUALITY EL.=290.87 AB °a a a a a PROPOSED FLOW CONTROL STRUCTURE 5'x10' GRATED LOCKING REMOVABLE ACCESS PANEL (MARKED DRAIN) RIM=302.91 a a' SOLID FLANGE OR CAP °� ELEV=299.52 aa. ELBOW WITH ORIFICE ELEV=294.87 DRILL A 0.98" HOLE IN PLATE WELDED TO FLANGE OR DRILLED TO CAP a a. a FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8, 100-YEAR WATER SURFACE II DESIGN EL.=299.02 PIPE SUPPORTS (2 MIN): 3" X .090" ALUMINUM ° 18" RISER W/ %" STAINLESS BOLTS a' 0 8" SHEAR c*"' 12" OUTLET PIPE GATE o EXIST 01 WATER QUALITY EL.=290.87 AB IE=290.87 AB a Q AS PER SURVEY a: i DATED 03/05/24 COUPLING �. w a ti ti d V RESTRICTOR PLATE WITH ORIFICE ELEV=289.87 m BQWS DRILL A 0.90" HOLE IN PLATE WELDED TO DESIGN EL.=286.10 FLANGE OR DRILLED TO CAP °a a a a a a 4- PROPOSED WATER QUALITY CONTROL STRUCTURE NTS TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 0 NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES STORMFILTER MANHOLE SEE DIET. ON SHEET C4.1 SD °a \ a �\ a \ a d \ � d . �i EXIST CONTROL STRUCTUR \ IN VAULT - SEE DETAIL SHEET C4.3 \ GRATE WITH HATCH \ d ° a LT AC 1 a , PROPOSED PAII INr a\ PROPOSED KEYSTONE ° WALL ° 4" PERF PVC SDR 35 FOOTING DRAIN A \. 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS 8/23/2024 NU. REVISION SED SIDEWALK '-- PROPOSED KEYSTONE WALL WATER QUALITY CONTROLSTRUCTURE 1+00 _ — — — -4- — — IN VAULT SEE DETAIL SHEET C4.3 PROPOSED V L 1. ACUESS 7 PARKING VAULT ACCESS / ° °° d - ----------- d / ° ° a 5'x10' GRATE � d -SEE C4.3 - -- � --- - d ° VLT d ° d .12 \C� EP• . \° ° SSMH—g ° d f PROPOSED AIM— 313.68 d GRASSCRETE 'TR. C H . = 306.2 ° \12 PROPOSED., \ \ EXISTING VAULT ° KEYSTONE d WALL \/ \ \ \/ \\ EXIST WALL V � a EXI§T�PERF PV DRAIN PROPOSED �` 4.4 C ��\ \ SIDEWALK R I M = 12 c 12 C 0 1 V �� \ 4" PERF PVC SDR 35 " \ \ FOOTING DRAIN N 4 P vL A c 5 VL A S � D �-0 .9 \ \ \ d u L ID 0 �/� \ � 5° �� v / 0 \ \ \ T ACC S 1 5� XIST PERF PVC DRAIN \ \ d L`I\D.5 0`8 I a VLC °\ ID- b�\\ 9 0�'✓ VAULT ACCESS 4 \ �5'x10' GRATE SEE C4.3 G J a ° \ 14' 55L°'1 308.09 <4 C d a PROPOSED PARKING CA �� PROPOSED ° 12 C P E P ACCESS, S — 88.9F DRIVEWAY 7 - -- -- da - - -- - - - -- - -- ---- __ 0 \ \ a V SURVEYED: DAF 08/26/24 DESIGNED:DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED:.- BY DATE I APPR I APPROVED: SCALE: 1 "=30' HORIZONTAL NAD ;98 ,,99, CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 10 5 0 10 20 SCALE: 1 INCH = 10 FEET NOTE: CONTROL STRUCTURES SHOP DRAWINGS AS SUBJECT FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO THE MANUFACTURING AND INSTALLATION. NOTE: STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND REFLECT AS -BUILT CONDITIONS. NEW VAULT BUILDING PERMIT BY CITY OF RENTON WILL BE REQUIRED. LEGEND PROPOSED GRASSCRETE SERVICE DRIVEWAY FOR STORM VAULT MAINTENANCE PROPOSED ASPHALT PAVEMENT 4° PROPOSED CONCRETE SIDEWALK d EX STORM DRAIN PROPOSED 4" PERF PVC FOOTING DRAIN M O O O C'7 N , u N Q J FURR ENGINEERING am QERVICES, PLLC 4715142nd PI. Edmonds, WA 98026 ph 206.890.8291 W R-42901 1 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING z NJanders 09/16/2024 U0 W U Q DATE: GRANT PLACE TOWNHOMES 11/21/23 a- 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PAGE: PARCEL 2023059052 DRAWING N0: 20069 VAULT PLAN AND DETAILS SHEET: OF: C4.2 28 V 0 N 0 315 w Cw 305 G 0 z 300 0 I1J U 295 Q n z 290 Q rr 285 C'7 U NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES GRASSCRETE ACCESS RAIL FENCE VAULT ACCESS 3 H=42" EXISTING GRADE GEOFOAM BLOCKS 24"0 SOLID LOCKING LID KEYSTONE RET. WALL VAULT ACCESS 4 EPS46 OR EQUAL 24"0 SOLID LOCKING LID FINISHED GRADE W/ FRAME (TYP) T PP P MARKED DRAIN .........................................................................................................................................................................................................................................................................................................................................................................................................:................................................................................................................................ .................................... ....................................................................... TRI.M..OR..S....E.......IN..G.TO.....RO.W.QE.................................................:...........................................................................................................................................................................................(...................................)............................................. WI FRAME (TYP) FINISHED GRADE (MARKED DRAIN) GEOFOAM BLOCKS TO MATCH AB RIM=306.99 VAULT AJE AB RIM=304.18 FINISHED GRADE SLOPE 5'x10' GRATED LOCKING REPROPOSED RIM=306.46 ACCE AE3.R FINISHED GRADE �300.7 (AVERAGE)L L e .......................................................................... ................................................................................................................................. ...._.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ................ .CONTROLST CTURE - - - _ MAX. DEPTH FROM FINISHED GRADE TO 34LF 12" TO CB #14 0.67' FREEBOARD 100-YEAR WATER SURFACE e VAULT SHALL BE 20 FEET IE.=295.57 DESIGN EL.=299.02 AT ACCESS POINTS ............................................................................................................................................................................................................................. .................................................................................................................................................................:.................................................................................................................................................................................................................................................................................................. — 8:18` CIVE'S70'RAGE..............................................................................................................5'x7' OPENING WATER QUALITY CONTROL AS -BUILD REQUIRED VOLUME 29,359 CF STRUCTURE W/ SOLID TOP WATER QUALITY e PROVIDED VOLUME 29,960 CF 5' ......................................................................................................................................................................28LF 1.. F 12, TO ........................................... STORMFILTER MANHOLE 4" PERF. PVC SDR35 FOOTING DRAIN @ S= 0.5% MIN. (TYP.) ............................................................................................................................................ ......RAVEL AR ............................ FOOTING DRAIN (TYP.) SHEET DRAIN (TYP.) 4" C.O. W/ VALVE BOX FRAME & COVER & CONC. PAD 4" MIN.GRASSCRETE PAVERS 2" MIN. CHOKER COURSE (3/4" CRUSHED STONE) ON 6" MIN. CRUSHED SURFACE BASE i\� \ (3/4" TO 1-1/2" CRUSHED STONE) V MIN NATIVE SOIL BACKFILL 4" PVC VERT. PIPE GEOFOAM BLOCKS EPS46 OR EQUAL 4" PERF. PVC @ S=0.0050 6" MIN. GRAVEL BASE •a ' %• 4 TOP OF VAULT EL.=300.73 WATER SURFACE DESIGN EL.=358.4 GEOFOAM DETAIL SECTION A -A IE.=290.87 - - - - - DESIGN EL.=290.87 7f ---------------------------------------------------- --- -------------- ----- ........................................................................................................................................................................................................................................ ...................................................................................... . ..... ... ....... SEDIMENT STORAGE 288.98 DESIGN EL.=286.10 e 4.77' DEAD STORAGE REQUIRED VOLUME 8,856 CF (AVERAGE) PROVIDED VOLUME 17,535 CF 0+50 .............................................................................................................................. -......................................................................................................................................................................................................................... 0.T SEDIMENT STORAGE (VARIES) 90.0, 315 310 4" MIN.GRASSCRETE PAVERS 2" MIN. CHOKER COURSE (3/4" CRUSHED STONE) 305 ON 6" MIN. CRUSHED SURFACE BASE (3/4" TO 1-1/2" CRUSHED STONE) 2' MIN. V MIN NATIVE SOIL BACKFILL FILTER FABRIC ON TOP AND 300 AROUND SIDES OF GEOFOAM 1' MIN. BLOCKS I�►I GEOFOAM BLOCKS I I EPS46 OR EQUAL FILTER FABRIC 295 GRAVEL 4" PERF. PVC 6" MIN. GRAVEL BASE t • �' R ' '' TOP OF VAULT 290 EL.=300.73 (AVERAGE) WATER SURFACE DESIGN EL.= 358.4 285 GEOFOAM DETAIL SECTION B-B TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 8/23/2024 280 1 +00 DETENTION VAULT SECTION A -A VAULT ACCESS 5 EXISTING GRADE 24" 0 SOLID LOCKING LID EXIST WALL VAULT ACCESS 4 W/ FRAME (TYP) GEOFOAM BLOCKS 24"0 SOLID LOCKING LID MARKED DRAIN ( ) EPS46 OR EQUAL FINISHED GRADE ...................................................................................W/..F.R.AM.E...TYP...............................................................................................................AB (TYP) =3 .................................................................................................................................................................................................................. AB RIM-304.90 ...................................................................... (MARKED DRAIN) TOP OF VAULT PROPOSED RIM=307.16 AB RIM=304.18 EL.=300.73 PROPOSED RIM=306.14 . _ ........... .................................. ....................... .................. ............................................. ................... ............ .......................... :........................................................................ ... 4 PERF. PVC 4" PERF. PVC 0.67' FREEBOARD 100-YEAR WATER SURFACE DESIGN EL.=299.02 4" PERF. PVC SDR35 20.0' FOOTING DRAIN @ S= AS -BUILD 0.5% MIN. (TYP.) WATER QUALITY DESIGN EL.=290.87 ................................................................................................................................................................................................................................................................................... / SEDIMENT STORAGE DESIGN EL.=286.10 6" MIN. GRAVEL AROUND FOOTING DRAIN (TYP.) 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. REVISION 8.15LIVE STORAGE ........................................... ................................................................................................................................................................................................................................................................ 20.0 SHEET DRAIN (TYP.) ...................................................................... i.............................................................................. . 4.77' DEAD STORAGE (AVERAGE) o+oo o+50 DETENTION VAULT SECTION B-B 1 "=5' FURR ENGINEERING SERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 SURVEYED: SCALE: VEffnCAL* °1988 � DAF 08/26/24 DESIGNED: 1 a_ —30' HORIZONTAL NAD 1983/1991 o CITY OF DAF 07/29/24 DAF DRAWN: RENTON DAF 05/21 /24 TJW, FEM ONE INCH • DAF 1 04/04/24 1 CHECKED: DATU M DAF AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ....................................................................... 34LF 12 FROM CB #1 315 315 310 310 305 305 300 300 295 295 290 290 285 285 101W [Late] K191.1 • 280 1 +35 FINISHED GRADE GEOFOAM BLOCKS EPS46 OR EQUAL VAULT ACCESS 2 5'X10' GRATED LOCKING .........................a................................................................REMOVABACESPANEL................ ABRIM=308.09 ................................... ................................................................................................................................ MAX. DEPTH FROM FINISHED GRADE TO VAULT SHALL BE 20 FEET AT ACCESS POINTS ELEV=288.50 DETENTION VAULT SECTION C-C N �1 u H H co Q Z) J N T 315 C) C) C) i C'7 310 305 300 295 290 285 '280 280' '280 0+60 0+30 U) R-429012 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 FNJanders, MENT ENGINEERING z 09/16/2024 0 W U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PAGE PARCEL 2023059052 DRAWING NO: 20069 oC VAULT DETAILS SHEEP: OF: C4.3 28 0 0 N 0 W W 5 O 2 >Z O W U n I— Z Q rr CU 7 TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. FLOC IF --- INLET -- e / TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 42A _ OUTLET SUMP A rQJOUTLET 6'-0" [018291 I.D. MANHOLE STRUCTURE �(OT-0" [021341) O.D. J a I FLOATABLES STORMFILTER BAFFLE CARTRIDGE Q U w Q c" W 04 z 00 INLET PIPE --/ l a I I I I I � I l� Know what's below. Call before you dig. a - FLOW KIT 0 j z OUTLET SUMP U w HDPE OUTLET RISER z� —O SECTION A -A = _ ° The Stormwater Management StormFilter0 THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048; RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. 8/23/2024 STORMFILTER DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 06-0" [1829 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS [42.5 Us]. IF THE SITE CONDITIONS EXCEED 1.5 CFS [42.5 L/s] AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" [686 mm] 18" [458 mm] LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' [930 mm] 2.3' [700 mm] 1.8' [550 mm] SPECIFIC FLOW RATE (gpm/sf) [L/s/m2] 2 [1.30] 1.67* [1.08] 1 [0.65] 2 [1.30] 1.67* [1.08] 1 [0.65] 2 [1.30] 1.67* [1.08] 1 [0.65] CARTRIDGE FLOW RATE (gpm) [L/s] 22.5 [1.42] 18.79 [1.19] 11.25 [0.71] 15 [0.95] 12.53 [0.79] 7.5 [0.44] 10 [0.63] 8.35 [0.54] 5 [0.32] * 1.67 gpm/sf [1.08 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBR (PSORB) MEDIA ONLY FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID SFMH#1 WATER QUALITY FLOW RATE (cfs) [L/s] 0.0266 CFS PEAK FLOW RATE (cfs) [L/s] 0.1153 CFS RETURN PERIOD OF PEAK FLOW (yrs) 2 CARTRIDGE HEIGHT (SEE TABLE ABOVE) 18" NUMBER OF CARTRIDGES REQUIRED 7 PSC CARTRIDGE FLOW RATE 10.0167 CFS MEDIA TYPE (PERLITE, ZPG, PSORB) I ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 (S) 290.82 LCPE 12" INLET PIPE #2 OUTLET PIPE (W) 288.59 LCPE 12" RIM ELEVATION 300.59 ANTI -FLOTATION BALLAST WIDTH HEIGHT 6" 12" NOTES/SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD GENERAL NOTES 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 HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' [1524 mm] 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 [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [L/s] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[mz]. 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 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 STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET STUB AT MOLDED -IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. SURVEYED: SCALE:VEffn_ r 4 PER CITY COMMENTS DAF 08/26/24 1 a— —30 HORIZONTAL- N D 1983/1991 DESIGNEDDAF 3 PER CITY COMMENTS DAF 07/29/24 2 PER CITY COMMENTS DAF 05/21/24 DAWN' TJW, FEM ONE INCH DATU M 1 PER CITY COMMENTS I DAF 1 04/04/24 CHECKED: AT FULL SCALE DAF IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. FURR :±;�:1111VIM1% NEERING PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 R-429013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 09/16/2024 ' GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 STORMFILTER DETAILS DATE: 11/21/23 FIELDBOOK: PAGE: 20069 SHEET: OF, C4.4 28 O O O C'7 N 61 M Q J N T C) O C) C'7 rr n 0 w 5 O Z O W U Q J 0- Z Q 0 N I O I� W V ) 5W L O 2 Z `O 1 W U n Z �rr V L J U 0 0 ifl 8 w Q W U_ 11" 2" 4" 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION S�6 �1a0 E 26 5 N #/3 BAR EACH CORNER SFF 22, \OTFT #3 BAR EACH SIDE �Y #3 BAR EACH WAY v PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS FI` DEPARTMENT 1 251;4" 29 1 /4" PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP" 12" STD. SPEC. 9105.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15" " CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 1TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS 0. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 200.00 [PIRRED: CATCH BASIN TYPE 1 GAZ 9/28/2018 1 PvbbAdmmiso- DATE BOLT -DOWN HOLE (TYP.) - 5/8", 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 5/8" - 11 NC x 2" GRATE FRAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1 /4" �\ SECTION A SEE DETAIL _ ISOMETRIC VIEW 7/8" 4" 1/8" � 3/4" \\ ' 11/4" ` NOTES: 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24" GRATES OR COVERS, 4 1l2" SEE STANDARD PLANS 204.10, 204.20, AND 204.30. I\ 1 5/8" I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND / COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 5,'8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE &W-1 1 NC x 2"ALLEN HEAD CAP 3/4" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OFCREW BY \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. �21/2"� 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL / REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 • PUBLIC WORKS APPROVED: DEPARTMENT RECTANGULAR FRAME "sp Martinn P 1astucha 0/19/2022 UR Nkw d]S1k,Ad i-t Pubiir Wwks Adminiscrato, DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. 2' 11-1/2" 4-3/4" 2'2" 4-3/4" rr 4-1/2" ------ 1 r I I I 2' 7" 1' 1 D" I I I I I I l 4-1/2" ------ GRANT PLACE TOWNHOMES CONVERSION RISER ONE #4 BAR HOOP #4s EACH SIDE OF OPENING ADJUSTMENT RINGS 6" CONVERSION RISER 8" 6" 3' 6-1/4" I I 1 f 1 I I 11 I I I I I I I I I 1 1 I 5' 5-3i4' 11 I 1 I I I I jL 3 J j j l 1 7 1 I I I I I I L--------J 5-112" �2'9-1/2'� 2'5"------ DEPTH: 3.52' TO IE OUT UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 200.40 � PUBLIC WORKS PPR MD CONVERSION RISER URDEPARTMENT GAZ 9/28/2018 1 Public Works Admmistmto, DATE 24" ' BOLT -DOWN SLOT, 3/4• SEE DETAIL AND 2 1/2" DIA. HOLE NOTE 1 1 1/4" 20" A U 518" o T O�O�OG BOLT -DOWN SLOT DETAIL OQ�d �Q�Q SEE NOTE 1 �3"1 TOP ern ISOMETRIC 4 3/4" 1 1/2" 1 5/8i R39% SEE NOTE 2 SECTION A SECTION B R26", SEE NOTE 2 5„ NOTES: 3 1/2 r 3/4,, 1 5/81• 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER 3/4" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1/2" DIA. HANDLE 1 1/2" 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) AOMSTD. PLAN - 204.10 � PUBLIC WORKS RRECTANGULAR SOLID METAL COVER D 9/28/2018 1 �DEPARTMENT GAZ PvbrcwAammisnamr DATE 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. REVISION CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84' 96", 120" OR 144" SEE NOTE 6, TYP. 16 MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP.) T 1"MIN. 12" MAX. RING 24" 2.5" MAX. REINFORCING STEEL, (TYP.) MIN. 12• GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6 6" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. PUBLIC WORKS DEPARTMENT ISOMETRIC 24" 7 OR 8 EQUAL SPACES 1 DIRECTION OF FLOW T � 1 5/8" MAX. J SECTION A CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8.1 48" 8" 72" 6" 8" 60" 1 12" 84" 8" 12" 1 72' 1 12" 96" 8" 12" 1 84" 1 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) a STD. SPEC. 9-05.12(2) CATCH BASIN TYPE 2 UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NT STD. PLAN - 201.00 6 PR-69PE: GAZ 9/28/2018 1 vvmra works Aamm+snaror DATE I OLT-DOWN SLOT, 1 1/2" EE DETAIL AND OTE 1 3/4" 1 1.14" I � 5/8" I TI BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING V. 3" 5" 5" 20" 5" SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.20 PUBLIC WORKS R� ®� U 1� DEPARTMENT RECTANGULAR VANED GRATE JP1'11-D GAZ 9/28/2018 G PPbli< ks Administrator DATE SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 05/21 /24 DRAWN:DAF TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE APPR APPROVED: SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I I I I I NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) AOISTD. PLAN - 202.00 �• PUBLIC WORKS PRO Rt DEPARTMENT CATCH BASIN INSTALLATION (GAZ 9/28/2018 1 G DATE Public WPrks Administrator co C) O N , LJ M N Q J co T C) O O co rum ENOINEERING SERVICES, P= 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 W R-429014 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING Z NJanders 09/16/2024 0 I- W U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PARCEL 2023059052 PAGE: DRAWING NO: Z 20069 cr DETAILS SHEET: OF: C4.5 281 0 0 N I I� W I- V ) 5W L O 2 z `O 1 W U n 1 z �� V 0 0 m 8 Lij a w L, :TIERING )LT HOLES - 3 PLACES )UALLY SPACED 120' APART ON 11116 DIA. B.C. SKID GROOVE PATTERN DIA. PICKHOLE PLAN VItW 25" DIA. 314" 2 1/2" 8 3/4" (TYP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 518%11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1 /8" R1/8" 26 1/2" DIA. 251/4"DIA. GASKET GROOVE DETAIL 1/4" DIA. NEOPRENE GASKET 1 1/16" -1/4'- � m 1/2' ri 6„ 3/76" 5/8„ 23 318" DIA. CL OPEN 27 5/16" DIA. SKID GROOVE PATTERN DETAIL 34 1/8" DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL, 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 204.40 PAdalitik ,� PUBLIC WORKS STORM ROUND FRAME AND COVER C b"g?d by. PII DEPARTMENT (PRIVATE) I Aartin Pastuch&✓13/2020 O06Nd4P©98B449D_ DATf Public Works Atlminiz .a T MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS REMOVABLE WATERTIGHT I COUPLING OR FLANGE 2" MIN. A I ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 6" MIN. MAX. 2' MIN, 6' PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT 16" MAX ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER II T i/ / 71 ANGLE AS / NECESSARY, j SEE NOTE 7 i FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 VERTICAL BAR GRATE FOR SECONDARY INLET 6" MIN. WATER ELBOW RESTRICTOR,URFACE TDESIGN SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 612" (TYP.) 1.5 x D SEE NOTE 9 (TYP.) MIN.2' MIN. T ISOMETRIC 1 OUTLET PIPE,S INLET PIPE NOTES 1 & 5 2' o MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND CLEANOUT/DRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER) 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' MIN. 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 237.00 ,� PUBLIC WORKS �I� DEPARTMENT FLOW CONTROL STRUCTURE - RESTRICTOR `DMSWedby: $/13/20 �l V4311471�'-'� 1tuuayyrtiin""""Pastucha fAftp %,449D... DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. LOT LINE, TYP. 6" DIA MIN. ROOF DRAIN 5' MIN. STUB WITH CLEANOUT (TYP.) (TYP.) HOUSE (TYP.) r T MIN. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES - PRIVATE TYPE I CATCH BASIN I - PRIVATE ROOF DRAIN COLLECTOR PIPE; 6" DIA MIN., SL 0.5% MIN. OPE, 2 FT MIN. COVER PRIVATE JOINT U SD ®�� SD UTILITY EASEMENT CURB, SIDEWALK CITY STORM SYSTEM 5' MIN. WIDTH DRAIN (SD)D) R.O.W. LINE PRIVATE STORM DRAIN (SD) SYSTEM, 8" MIN. DIA. PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB), MIN. SIZE TYPE I CLEANOUT, TYP AT EVERY 90', OR 2ND 45' BEND, AND AT 109 MAX. SPACING ON STRAIGHT SECTIONS - NOTES: 1. SEE STD. PLANS 220.OD AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS. 2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED. 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. 5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. 6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS: A. THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE. B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AdatSTD. PLAN - 225.00 • PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN i ' SBed by: DEPARTMENT 8/13/20 PRCOLLECTION SYSTEM ry� apctipn Pastucha IJ'��U{,fr� aQWD. DATE (6) EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION LEVEL LINE SEE NOTE 5 FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS o 1" ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED, 2. GATE SHALL BE 8 INCH DIA. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT. 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) �1` DEPARTMENT GAZ 9/ STD. PLAN - 237.30 PUBLIC WORKS TEE SECTION SHEAR GATE 28/2018 1 v„nrr work:aammnvar", DATE 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. I REVISION 3/4' FLAT FACE GOTHIC �9"DIA� 00 4❑ ❑ ❑ ❑ STORM ❑ 4- 0 0 CI 13 OO 8-1 /8" DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) WIWSHRS ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION CAST IRON FRAME AND COVER, SEE NOTE 3 I� I� 8" CLASS "B"//\\� /\\j�.� ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 PAVED AREA (TYP.) EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN - DESIGN PONDING ELEVATION 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) 8-13/16" DIA 518„ FERNCO GASKETED QUIK CAP OR SIMILAR 4'STREAMBED COBBLES F PER WSDOT 9-03.11(2) CLEANOUT RISER, -III I I I I I I SOIL TIGHT 45' BEND SEE NOTE1- /'� III-III-111 III' II-111- WYE SOIL TIGHT j\\ \ 1=1 I S I I ] I IS I I-- COUPLERi--,� 1_ UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR�7 1-111= ROOF DRAIN COLLECTOR I';= PIPE, SEE NOTE 1 .,O -. CLEANOUT RISER LOCATED WITHIN - BIORETENTION PONDING AREA 4_1_1 \41 Iffifil TO OVERFLOW STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM' OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aoft STD. PLAN - 226.00 ,• PUBLIC WORKS BRO$Unr d by: ,1� DEPARTMENT STORM SYSTEM CLEANOUT artinPastucha 8/13/20 11'"AftomwWO... DATE SEE NOTE 11 (TYP.) FLOW `/ 0 II1 SUMPAREA I III 4'MIN. I � ACCESS MANHOLE WITH 24" BOLT LOCKING RING AND COVER PER STD. PLANS 204.40 AND 204.50 OUTLET PIPE FLOW �/ f SEE NOTE 11 (TYP.) 1 15'x10' REMOVABLE LOCKING OPTIONAL I I I PANEL FOR VAULTS GREATER VENTILATION PIPE (TYP). 5'x10' ACCESS VAULT THAN 1,250 SF OF FLOOR AREA SEE NOTE g MAY BE USED IN LIEU OF TOP ACCESS I I I I PLAN VIEW L-L FRAMES, GRATES, AND ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 5'x10' GRATE ACCESS DOORS OR 16" MAX. REMOVABLE PANEL 2' MIN. COVER, 4° MIN. SEE NOTE 10 WALL FLANGE, TYP Q DESIGN 6" MIN. FLOW RESTRICTOR WATER FLOW o = SURFACE Q �/�► e o e 0 7' MIN. SEE NOTE 11 (TYP.) HANDHOLDS, STEPS 1 e OR LADDER o e 12" 1 o I 2' MIN. a FLOW 12„ 1 0 6" SEDIMENT STORAGE kNOT PACITY OF OUTLET PIPE LESS THAN DEVELOPED 0 - YR DESIGN FLOW MIN. I SEE NOTE 11 (TYP.) 4' MIN ------- NOTES: SECTION A 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 3. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECEAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 4. VAULTS 00' WIDE MUST USE REMOVABLE LIDS. S. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT 5' X 10' OPENING OVER MAIN VAULT. ALTERNATIVELY, ACCESS CAN BE PROVIDED VIA A SIDE VESTIBULE AS SHOWN. 6. ALL VAULT AREAS MUST BE WITHIN 50, OF AN ACCESS POINT. 7. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE. 8. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS (RISERS), EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 36 INCHES. 9. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED, BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 10. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED. 11. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 12. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 236.00 , Dtbk PUBLIC WORKS APPROVED: `�� DEPARTMENT "al9".dby TYPICAL DETENTION VAULT 10/19/2022 Martin Pastucha 11,tFcffiesaasn vuerc work: Aaml"gym"m, DATE V J co O co , 16J N Q J \rwURR ENOINEERING vNERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 W R-429015 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING z NJanders 09/16/2024 0 I- W U Q SURVEYED: SCALE: 1 "=30' VERTIAL: AD 1981988 HORIZONTAL: NAD 1983/1991 /1 DATUM ' CITY OF + RENTON Planning/Building/Public Works Dept. GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON WA 98055 ' PARCEL 2023059052 DATE: 11/21/23 J 0- 7 L cr DAF 08/26/24 DESIGNEDDAF DAF o�/29/24 FIELDBOOK: PAGE: DAF 05/21/24 °�°�"' FEM TJW, ONE INCH DRAWING N0: 20069 DAF 04/04/24 CHECKED: DAF IFAT FULL NOT ONECNCH BY DATE APPR SCALE ACCORDINGLY DETAILS �• �/ APPROVED: SHEET: OR C4.6 28 0 N 0 W Cn 5W L 0 2 Z `0 1 W U n 1 Z �� V 0 0 m s Lij Q W L, NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES GENERAL NOTES: 1, ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT. 2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP). 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, OVD, OR FLASH DRIVE. 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE -CCTV THE WORK. 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED. 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY. 10. THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE BALL CYLINDER ETC. ATTACHED THAT HAS 1A" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12. PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 266.00 ®• PUBLIC WORKS CCTV INSPECTION SPECIFICATIONS [PPRMD 9/28/2018 1 �INDEPARTMENT GAZ T411101vum-c works nam so-aroDATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 8/23/2024 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4. 8 INCH ROCK 140 - 70% PASSING; • 2 - 4 INCH ROCK 130 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21, ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED PUBLIC AND PRIVATE STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26, ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 46 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29, CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30, MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN - f-§Red by: MR DEPARTMENT NOTES (2 OF 2) Martin PastuchA11312020 l ®81.3 C9dB4A9D DATE 4 PER CITY COMMENTS DAF 3 PER CITY COMMENTS DAF 2 PER CITY COMMENTS DAF 1 PER CITY COMMENTS DAF era REVISION M. SURVEYED: 08/26/24 DESIGNED: DAF 07/29/24 05/21 /24 DRAWN' TJW, FEM 04/04/24 CHECKED: DAF DATE APPR I APPROVED: EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT, 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC EIMPS 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. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D: PRDEPARTMENT GAZ 9/28/2018 I STANDARD PLAN NOTES vunrcwor�saam �iseraror DATE SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 0 CITY OF RENTON Planning/Building/Public Works Dept. rum 1cb N1 / \S1.-.-RV1M.% Pu.c 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 R-429016 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 09/16/2024 GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 DETAILS DATE: 11/21/23 FIELDBOOK: PAGE: 20069 SHEET: OF: C4.7 28 O O O C17 N A, u CM CV Q ZD J N T O O O N I..L Cn w 75 0 17 >Z 0 W U Q J 0- Z Q r� V 0 N O W 5 O 2 z O W U Q n H- z Q rr CD O r\ U 2 30' STA 3+58.81 (GRANT AVE) =STA 0+00 (GRANT CIRCLE S.E.) INSTALL STREET MONUMENT S =STA10+41 INST) RENTON MON. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES \ NV rfV\r\IINU I Ir\L LP1wL JIVIV T C.2 FOR DETAIL SEE SHEET ON BOTH SIDES OF THE ALLEY 55 AT 50 FEET MAXIMUM SPACING / 2� ALTERNATING FROM ONE SIDE TO THE OTHER (TYP.) SEE SHEET C3.2 FOR DETAIL z C Z rn S 181H SI RENTON MON. #787 Know what's below. Call before you dig. 0 N L0 �t I 8/23/2024 SITE INFORMATION: ADDRESS: PARCEL NUMBER: ZONING: PARCEL AREA: NInTr-c. 0- 29MMAmItisivale]ND]4F 1600 GRANT AVE S 202305-9052 RM-F 92,051 SF (2.11AC) ALL ONSITE ROADWAYS SHALL BE MARKED AND SIGNED PER CITY STREET STANDARDS AS FIRE LANES. SURVEYED: 4 PER CITY COMMENTS DAF 08/26/24 DESIGNED: DAF 3 PER CITY COMMENTS DAF 07/29/24 2 PER CITY COMMENTS DAF 05/21/24 DRAWN: TJW, FEM 1 PER CITY COMMENTS I DAF 1 04/04/24 CHECKEDD F NO. REVISION BY DATE APPR APPROVED: SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M a N 30 15 0 30 60 SCALE: 1 INCH = 30 FEET CITY OF RENTON 1-q'R Planning/Building/Public Works Dept. TRACT B (INGRESS, EGRESS, UTILITY, AND OPEN SPACE) FURR EN6INEERIN6 SERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 R-429017 T-429002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 09/16/2024 ' GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 HORIZONTAL CONTROL, SIGNAGE AND STRIPING PLAN DATE: 11/21/23 FIELDBOOK: PAGE: 20069 SHEET: OF: C7.0 28 O� O co O O co N I1 6W H H M Q Z) J Q0 N T O O O N rr 0- Cn W 5 O z O W U Q J z Q 0 0 LU G O >z O LU U Q n z Q W- z 0 1 f� 05 0 c� m 8 w z J NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES II I--- ( �C, 34� CB-11 \ I I \ \ 0 \9 / \ i- \ l #8 \ \ \ \ \ \ / TBM-B \ I \ \\ #5 I � � � \ 24 #35 #3 #48 \ 5 1 #4 \ #46 I #4 I EXI TING TREES TO 22 \ �51 l I #4 #47 BE /REMOVED (TYP) / #3 1 I 1 x 7 TREE RETENTIO 1 / AREA /� � � #4 #2 2.� EXISTING TREES TO � / 5 #3X1 # 3 #4 BE REMOVED (TYP) / #31 I/ 13 #32 / �.8 #1 r #4 q� B SOB--� I / #2 #23 j I 49 17 I #37 I 5 � / I #2 � � �, .,/# J #36 # 12 #52 / ( I #28 / # +4 ' 33 /\ Gy- (NO R c) \ ) / % E C� TING TRE``E (#2.k, J14 & #1 \ \ \ TO REMAI . rTEqT TIREES W/ VIS1.B'ILI C�ST RUCTIC N FENCE \ CB- fDM -4 TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. 11/16/2015 TREE TABLE TREE TAG TYPE SIZE DRIPLINE STATUS TREE TAG TYPE SIZE DRIPLINE STATUS 1 ALDER 18"& 16" 75' 30 MAPLE 14" 55' 2 18"&14" 70' 31 MAPLE 12" 16' DANGEROUS 3 16"&10" 50, 32 ALDER 15" 30' 4 CEDAR 40"&36" 55' 33 CHERRY 15" 50' 5 CHERRY 16%14" 40' 34 ALDER 16" 40' 6 ALDER 1211, 811, 6" 50, 35 RED ALDER 16" 15, DANGEROUS 7 18", 16" 10" 65' 36 ALDER 18" 14' SIGNIFICANT 8 DECIDUOUS 10", 3 X 6" 20' 37 18" 45' 9 MAPLE 16", 12" 10", 10", 14" 30' 38 20" 45' 10 MAPLE 8" 6' DANGEROUS 39 20" 50' 11 LOCUST 2X14", 2X12", 6X10", 3X8", 6" 100, 40 RED ALDER 18" 15' DANGEROUS 12 ALDER 12" 12' DANGEROUS 41 22" 35' 13 12" 30' 42 FIR 22" 14 RED ALDER 12" 14' DANGEROUS 43 ALDER 24" 15 12" 25' 44 ALDER 20" 16' DANGEROUS 16 12" 30' 45 24" 17 BIGLEAF MAPLE 12" 15' SIGNIFICANT 46 24" N/A TREE IS DYING 18 MAPLE 8" 10' 47 FIR 24" 19 MAPLE 10" 6' 48 24" 20 ALDER 13" 35' 49 CEDAR 26" 21 13" 25' 50 ALDER 32" 22' DANGEROUS 22 14" 40' 51 ASH 36" 23 14" 40' 52 CEDAR 31" 14' LANDMARK 24 RED ALDER 14" 15' DANGEROUS 53 CHERRY 36" 25 RED ALDER 14" 12' DANGEROUS 26 RED ALDER 14" 12' DANGEROUS 27 RED ALDER 14" 12' DANGEROUS 28 RED ALDER 14" 12' DANGEROUS 29 RED ALDER 14" 12' DANGEROUS Know what's below. Call before you dig. 8/23/2024 4 3 2 1 He] PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS PER CITY COMMENTS REVISION SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 1 CHECKED: DAF 11 BY DATE I APPR APPROVED: SCALE: 1 "=30, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M %C� CITY OF RENTON Planning/Building/Public Works Dept. 30 15 0 30 60 SCALE: 1 INCH = 30 FEET 0 DECIDUOUS (TO REMAIN) CONIFER (TO REMAIN) �n DECIDUOUS (REMOVED) CONIFER (REMOVED) 06 HIGH VISIBILITY FENCE Zw INEERING RVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 6, H H N Q J X X X X X TM R-429018 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CURRENT PLANNING z Ming 09/03/2024 IL DEVELOPMENT ENGINEERING NJanders 09/16/2024 �O LU U Q DATE: GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PARCEL 2023059052 PAGE: DRAWING N0: 20069 � TREE RETENTION PLAN SHEET: OF: C8.0 28 0 O N O 0 W W 75 O >z O W U Q n z Q rr 0 2 0. 0 m s w M a z J !1 c� EXISTING DOUBLE SWING GATE TO 9ti� BE REUSED OR REPLACED AT THE 9 DIRECTION OF C.O.R. FIRE MARSHAL LF SEE DETAIL FOR `S GATE CONTROL* ` CONNECT GATE ELECTRICAL CONTROL TO EXISTING POWER *LOCATION OF DETECTORS AND PEDESTALS FOR GATE OPERATION TO BE DETERMINED BY C.O.R. FIRE MARSHAL EXISTING NORTH GATE (NTS) NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES E 0 T 22 id ro FREE EXIT LOOP \ Q 3 3 IL � \ \ U \ - N \ \ I 120VAC POWER ~ X REVERSING LOOP \ I�TO CONTROLLER ro �* \ \ I m Y 3: o Co rn \ \ I a C Ir r- i MOTOR CONTROL \ CO i PHONE LINE TO TO GATE OPERATORS \ \ I 0 0 0 = a. TELEPHONE ENTRY �.—"---, ��GZ \ \ \ \ _j PEDESTAL II \�� 'i'�,, \ 3 I , s9JJ... I I — . \ _�5 Co I it \ \ / o Co _j o U a \\ GATE CONTROLLER LU u)- GATE (location TBD) C °, u CO \ / / M >>T \ �._-- — —.— o 01) m \ PHOTOBEAM DETECTORS u] 7 E \ REVERSING LOOP (PHOTOEYES) TO / Q \ /. CONTROLLER z w w \ 0 COMM. LINE BETWEEN CONTROLLER AND lJUn ((�� Q) TELEPHONE ` TELEPHONE ENTRY U�J of a ENTRY PEDESTAL w Iss ad Up© EDGE OF ROADWAY EDGE OF ROADWAY l-J z a�e w LEY Q TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 8/23/2024 EXISTING CURB PAINTED RED W/ "NO PARKING FIRE LANE" FIRE LANE MARKING �o LU INECT GATE - -TRICAL ITROL TO ;TING POWER w U SEE DETAIL FOR v GATE CONTROL* EXISTING DOUBLE SWING GATE TO w APPROXIMATE LOCATION OF ELECTRICAL LINE w EXISTING SIDEWALK /LU � I Q z Q c� BE REUSED OR REPLACED AT THE DIRECTION OF C.O.R. FIRE MARSHAL EXISTING CURB PAINTED RED W/ "NO PARKING FIRE LANE" FIRE LANE MARKING ApAR1MENT ACCESS ROAD EX. EXISTING CURB EXISTING "NO PARKING FIRE LANE" MARKING *LOCATION OF DETECTORS AND PEDESTALS FOR GATE OPERATION TO BE DETERMINED BY C.O.R. FIRE MARSHAL EXISTING SOUTH GATE (NTS) . Innovative o . Adaptable . P rove n _ . Accepted . Patented V L] Mandated By Public Safety Agencies Throughout the CQ United States L> cla Click2Enter, Inc. emergency access control Q,Ndc?� P.O. Box 1532 Sonoma, CA 95476 V Toll Free 877-939-3800 t� click2Enter� Fax it info@click2enter.net Email info@click2enter.net www.click2enter.net SURVEYED: 4 PER CITY COMMENTS DAF 08/26/24 DESIGNED: 3 PER CITY COMMENTS DAF 07/29/24 DAF 2 PER CITY COMMENTS DAF 05/21/24 DRAWN: TJW, FEM 1 PER CITY COMMENTS DAF 04/04/24 CHECKED: NO. REVISION BY DATErAPPR DAF APPROVED: NfE ?1l Emergency Click2EnterA ccess Control For... Gates & Doors Using your own radio transceivers ft W 4 Seconds Count �J Support Mutual Aid Response W Gates and Doors Should NOT Delay Your Response Life Safetyis Absolui SCALE: 1 "=307 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Ld Q EXISTING NORTH GATE Q 0 Q O w U U Q EX. AP AR ROE, T ACCESS WOODCLIFFE 0 rn EXISTING APARTMENTS aN > SOUTH GATE aU U LU Q F Q CD Technical Features of The NEW Click2Enter-LV4 • LARGE FREQUENCY CAPACITY— 100 CHANNELS • OPERATES WITHIN ALL OF THE ALLOCATED FREQUENCY SPECTRUM— VHF HIGH & LOW AND UHF HIGH & LOW • PROGRAMMABLE TIME DELAY ON MAIN GATE CONTROL RELAY • SOFTWARE INTERFACE FOR EASY PROGRAMMING • OPERATES IN SUB -ZERO TEMPERATURES • CAPABLE OF OPERATING WITH CTCSS (PL & DPL) PRIVATE LINE CODING • BRIGHT ACTIVATION AND POWER LED'S • DUAL DRY CONTACT RELAY OUTPUTS • RELAYS CAN BE INDEPENDENTLY CONTROLLED VIA CHIP FIRMWARE • ACTIVATION HISTORY DATA LOGGING FOR EXPORT TO COMPUTER FILE • ENCLOSURE NEMA 4X RATED • REFLECTIVE FRONT IDENTIFICATION LABEL TO SUPPORT FASTER NIGHTTIME IDENTIFICATION Learn More Visit: www.click2enter.net F1ZURR EN6INEERIN6 SERVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 ICAL: NAVE) 1988 HORIZONTAL- NAD 1983/1991 CITY OF RENTON DATU M 0 Planning/Building/Public Works Dept. VICINITY MAP (NTS) No cost to the public safety agency, because they already posses the access control device [KEY]— Their own radio transceiver. Don't risk untimely delays during an emergency response. Every second counts so forcing the emergency responder to STOP their vehicle to enter a code, activate a key, or not get in at all can have a catastrophic outcome. Operate both gates and doors for a comprehensive overlay emergency access response. Features and benefits of the NEW Click2Enter-I.V4: elk Q Mutual Aid Control �4 Stealth Operation %i Improved Response Time ►; Officer Safety Friendly 0 Provides Increased Security Over Light & Siren Systems I R-429019 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 09/16/2024 GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 FIRE GATES DETAIL DATE: 11/21/23 FIELDBOOK: PAGE: 20069 SHEET: OF: C9.0 28 O Cfl O C') N A, u H H C'M Q J H H C'7 N 0— Cn W O >z O W U Q J z Q rIt V 0 1 1 0 L1J NOTES: 1. TREE INVENTORY BY: TYEE SURVEYERS DATED 7-22-2015 (206) 525-3660 2. ARBORIST REPORT (1): GREENFOREST INC. DATED 12-21-2015 (206) 723-0656 3. ARBORIST REPORT (2): SHUFFNER CONSULTING DATED 10-24-2022 (206) 755-9407 4. TREE RETENTION AND REPLACEMENT WILL BE IN ACCORDANCE WITH THE CITY OF RENTON'S MUNICIPAL CODE 4-4-130 'TREE RETENTION AND LAND CLEARING REGULATIONS'. PROPERTY LINE Ii / [— RIGHT-OF-WAY 6 �O� �6e � t i e Q-i i ZOi�<v i Gj t=Iti .< ;`4<C/ Ji(44,1 e PROPOSED RETAINING WALL, i TYP. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES / EXISTING UNDERGROUND t STORMWATER VAULT # \� �7 vv #49 \GRANT CIRCLE S.E.- \ --- --- -- -- -- -- -------- PROPERTY LINE TREE RETENTION PLAN SCALE: 1" = 20'- 0" 0 5' 20' 40' PORTION OF PARCEE - - - - ---- — N — GRANT CIRCLE S.E. — W —W - - -U)- 11 .0 n 7 J E Know what's below. Call before you dig. 1 1 Report to the Hearing Examiner,10-2-23 NO. REVISION Z — C 1 11/16/23 BY DATE TREE INVENTORY (TREE CREDIT TREE # SPECIES DBH DRIPLINE HAZARDOUS RETAINED COMMENT PER CITY OF RENTON, REF 1 ALDER 18",16" 75' REPORT TO 2 ALDER 18",14" 70' HEARING 3 ALDER 16",10" 50, EXAMINER, 4 CEDAR 40",36" 55' 102423, PG, 11 5 CHERRY 1614" 40' 'TREE RETENTION') 6 ALDER 1614" 40' 7 ALDER 18",16",10" 65' 8 DECIDUOUS 10",6" 20' 9 MAPLE 16",14",12" 30' „-- E 10 MAPLE 10" 30' 11 LOCUST 14",12",10" 100' 12 ALDER 12" 35' 13 ALDER 12" 30' **14 ALDER 12" 30' YES X CREATE SNAG 15 ALDER 12" 25' 16 ALDER 12" 30' * 17 MAPLE 12" 45' NO 18 MAPLE 12" 40' 19 MAPLE 12 40' 20 ALDER 13" 35' 21 ALDER 13" 25' 22 ALDER 14" 40' 23 ALDER 14" 40' * 24 ALDER 14" 25' YES * 25 ALDER 14" 30' YES * 26 ALDER 14" 30' YES * 27 ALDER 14" 30' YES ** 28 ALDER 14" 30' YES X CREATE SNAG ** 29 ALDER 14" 20' YES X CREATE SNAG 30 MAPLE 14" 55' 31 MAPLE 14" 50' 32 ALDER 15" 30' 33 CHERRY 15" 50' 34 ALDER 16" 40' * 35 ALDER 16" 35' YES 36 ALDER 18" 45' 37 ALDER 18" 45' 38 ALDER 20" 45' (7) 39 ALDER 20" 50' (8) * 40 ALDER 22" 40' YES 41 ALDER 22" 35' (8) 42 FIR 22" 35' (9) 43 ALDER 24" 45' (9) * 44 ALDER 24" 50' YES X CREATE SNAG 45 ALDER 24" 50' (9) 46 ALDER 24" 40' TREE IS DYING 47 FIR 24" 35' (9) 48 FIR 24" 35' (9) 49 CEDAR 24" 35' RCW (9) 50 ALDER 34" 50' (12) 51 ASH 36" 75' (12) 52 CEDAR 36" 50' (12) 53 CHERRY 36" 60' (12) SCREENED BACK TEXT INDICATES INVENTORIED TREES THAT WERE NOT EXAMINED BY ARBORIST * INDICATES TREES SURVEYED IN FIRST ARBORIST REPORT, 2015 ** INDICATES TREES SURVEYED IN SECOND ARBORIST REPORT, 2022 SURVEYED: DESIGNED: TMV DRAWN. TMV CHECKED: TMV AP P R I APPROVED TREE PRESERVATION LEGEND SYMBOL ITEM DESCRIPTION EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES TREES SAVED UNHEALTHY TREES THAT WERE RETAINED. TO BE SNAGS. REF LANDSCAPE DWGS, SHEET. L3.1 REF LANDSCAPE DWGS, SHEET. L3.1 49 OF THE EXISTING 53 TREES HAVE BEEN REMOVED. 4 UNHEALTHY TREES WERE RETAINED AND WILL BE MADE INTO HABITAT SNAGS LOCATED IN THE TREE PROTECTION AREA. TREE #9 IS LOCATED OFF —SITE AND TREE #49 IS LOCATED IN THE ROW. SEE TREE RETENTION WORKSHEET AND ARBORIST REPORTS FOR MORE INFORMATION. SCALE. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VR C TY 0F RENTON N43119v Planning/Building/Public Works Dept. --- Tina Vincent, PLA, ASLA landscape architect (206)913-9216 P.O. Box 1744 Edmonds, WA 98020 tina@vindesigngrp.com NOTES: 1. REQUESTING TO PAY A FEE IN LIEU OF ANY MISSING REQUIRED TREE REPLACEMENT PER 4-4-130 'TREE RETENTION AND LAND CLEARING REGULATIONS' BASED ON PROVIDING AS MANY TREES AS THE PROJECT SITE CAN MAINTAIN WHILE AVOIDING ALL RETAINING WALL, UTILITIES AND EASEMENTS. R-429022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Ming 09/03/2024 ' DEVELOPMENT ENGINEERING NJanders 09/16/2024 GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 TREE RETENTION PLAN DATE: FIELDBOOK: PAGE: DRAWING NO: SHEET: L 1 .1 F o) 2 O Z O W U J Q CD 1 1 C) W E 202305— 9013 #9 - I I I J iiiiiin- `\ / -- >- -- LU 2 Cn LU LLJ Z — E -- / U Q C \\ I I �_- --A- A NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES PRIVATE ALLEY \ I I I /I BECOME 10'-20' HT. WILDLIFE SNAGS TREE RETENTION PLAN SCALE: 1" = 20'- 0" 0 5' 20' 40' N Know what's below. Call before you dig. OF W AS PM.VINcF��G VJ r � 2�S 7371>1_X P . 08I C'4 P E P, Z SURVEYED: DESIGNED: TMV i DRAWN. TMV 1 Report to the Hearing Examiner,10-2-23 11/16/23 CHECKED: TMV N0. REVISION BY DATE APPR APPROVED: AS SHOWN th '%R C T Y OF RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOTES: 1. REQUESTING TO PAY A FEE IN LIEU OF ANY MISSING REQUIRED TREE REPLACEMENT PER 4-4-130 'TREE RETENTION AND LAND CLEARING REGULATIONS' BASED ON PROVIDING AS MANY TREES AS THE PROJECT SITE CAN MAINTAIN WHILE AVOIDING ALL RETAINING WALL, UTILITIES AND EASEMENTS. --- Tina Vincent, PLA, ASLA landscape architect (206)913-9216 P.O. Box 1744 Edmonds, WA 98020 tina@vindesigngrp.com R-429023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 0 Ming 09/03/2024 ' DEVELOPMENT ENGINEERING NJanders 09/16/2024 GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 TREE RETENTION PLAN DATE: FIELDBOOK: PAGE: DRAWING NO: SHEET: L 1 1: 0 1 1 C) LLJ SITE CLEAR ZONE 0 LEGEND SYMBOL (QTY) NAME NOTES QP LANDSCAPE BOULDER ® BENCH PICNIC TABLE / ADA COMPLIANT o MONUMENT SIGN. DESIGN TBD �IIiIIIIIIIIIIIIIIIIIIIIIIIIF � � NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES LANDSCAPE SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE AT PLANTING/CONDITION/REMARKS MATURE PNW TREE SIZE NATIVE 0 DECIDUOUS TREES 38 ACER CIRCINATUM MULTI —STEMMED, MIN (3) 1" CALIPER TRUNKS, SMALL X VINE MAPLE 10'-12' HT., WELL —BRANCHED, FULL, MATCHED, 5 3 2 2 1( B&B. INKGO BILOBA 'PRINCETON SENTRY' MIN. 4" CALIPER, 12-14' HT. WELL —BRANCHED PRINCETON SENTRY GINKGO ABOVE 6' HT., MATCHED, B&B. GLEDITSIA TRIACANTHOS 'INERMIS' MIN. 4" CALIPER, 12-14' HT. WELL —BRANCHED SKYLINE HONEYLOCUST ABOVE 6' HT., MATCHED, B&B. HAMAMELIS X INTERMEDIA 'JELENA' MULTI —STEMMED, 6'-8' HT., FULL TO BASE, B&B JELENA WITCH HAZEL TILIA CORDATA 'CHANCELLOR' MIN. 4" CALIPER, 12-14' HT. WELL —BRANCHED CHANCELLOR LITTLE LEAF LINDEN ABOVE 6' HT., MATCHED, B&B. ULMUS 'FRONTIER' MIN. 4" CALIPER, 12-14' HT. WELL —BRANCHED FRONTIER ELM ABOVE 6' HT., MATCHED, B&B. Oz EXISTING 4' HT. LANDSCAPE BLOCK WALL. PLANT ONE ROW OF KINNICHINNIK START EASEMENT, MAINTENANCE ACCESS ALONG TOP. ALLOW TO NORTH PROPERTY LINE DRIVE: NDS TUFFTRACK �= CASCADE DOWN WALL. = I BUFFER PLANTING AREA. LAWN PAVER JCS�� PORTIO N OF P A R C E! I REF CIVIL DWGS. e: <c/� SOLID WOOD 10' FULLY SIGHT -OBSCURING PROPERTY LINE FENCE, HT TBD LANDSCAPE BUFFER, SEE SHEET I / : L3.2 ---------------------------- G RA • - ,`' I.TABLES F_ C e I \\ • • I II I I I LL, L LLLi Li LLLLLI LILLL,; _LLL LLLLLLLLLLLLLLLLLLL4. .LLL .C.C.LLLLLLLL LLLLLL LLL2 1=L6 LII_LL LLLLLLLLLLLLLLLLLLLLLLLZi- t I I I I LLLLL LLLLLLLLLLLLLLtLtL:LL1L_L -LYLLL LLLLLLLLLLLL LLLL L LLLLLLLLLLLLLLLLL4L.kLLLLLLL 6LLLLL--6LL- ! I4A LOC TION OF ENTRY MONUM T I 1 • �1 � � •��\�� o : e o �° a •sea • ° ° ° V �1I�-� ° e• o s • e° s e• o e jav -OR TZ; AM .1 MIZ-01119 BUILDING 1 ta1 /...; FA BUILDING 21 --��r C�®IWA— SEATING PRIVATE AREA OPEN SPACE, Y r 1 II� P/' ►♦©! �II��I r�i�.��w /�:.�.�-- \i/lil �`-1•/ ��.�,/`YY'�I'©©.,'�©�©"!_-�©W©lel��• c•�i ©© \ ,arcs �ov� III/V '7/a9© ��_��©��•��I(�\�/�y��- �71vi f�,♦ Q© I ♦ � �1�+j �� ►� �- oil ` non I�es>'r� i � - -_ t v" �.�- Ir Iasi �. �%/%/////��/ ail I%E'1! 0.0 :�\,�,�,-�: 1�/9I ©� �� w / .iw��l�!,►�r—�v�©�� I�J) vim �'�� !'.��p',�I.rsIV��11��:�.U_7�©b'1� 1 �7�� Q�l�v'I,', v/�r'�i >c� kvvo s� .■C,... .... w�iie�w- !7 `�©�'✓ ��i �.�! \� \ � ©© y. I � I � y ��. �� 1�;''�'.,J �' ��'iv��r�;Q'��il;: ��© \��o� I�.I ,CAI- L�0'✓:�®. ' BUILDING IQI BUILDING / FIRE HYDRANT, TYP. I DECORATIVE PAVING / FIRE LANE. NO PARKING �, GRANT CIRCLE S.E.'Mm �\ ------------- ------------------------ ---------------------- -------- 10' LANDSCAPE BUFFER, AVERAGED. SOUTH AND EAST PROPERTY LINES. UNDERGROUND UTILITIES IN BUFFER STRIP 'L 20'X20' ALONG SOUTH PROPERTY LINE, NO TREES. SITE CLEAR ZONE CONCEPTUAL LANDSCAPE PLAN SCALE: 1 " = 20'- 0" 0 5' 20' 40' OF W A S M. v INOF,�,� G Know what's below. y �0, '1> Call before you dig. �scFxP.°$12c,�,�� q PE AR 1 Report to the Hearing Examiner,10-2-23 N0. REVISION N SURVEYED: DESIGNED: TMV DRAWN. TMV 11/16/23 CHECKED: TMV BY DATE APPR APPROVED: SCALE. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MEDIUM MEDIUM SMALL LARGE EVERGREEN TREES 12 PSEUDOTSUGA MENZIESII DOUGLAS FIR 181 THUJA 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 13 O THUJA PLICATA WESTERN RED CEDAR 6 THUJA PLICATA 'HOGAN' HOGAN CEDAR SHRUBS 8'-10' HT., FULL TO BASE, B&B LARGE X 6'-8' HT., FULL TO BASE, B&B 8'-10' HT., FULL TO BASE, B&B LARGE X 8'-10' HT., FULL TO BASE, B&B MEDIUM X 133 ® CORNUS ALBA 'ELEGANTISSIMA' 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL VARIGATED DOGWOOD MEDIUM 42 O CORNUS SERICEA 'ISANTI' 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL X ISANTI RED TWIG DOGWOOD 65 0 HYDRANGEA QUERCIFOLIA 'ALICE' 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL OAK —LEAF HYDRANGEA 2 O LONICERA JAPONICA 2 GAL. CONT. MIN, 18-24" HT. & SPR, FULL JAPANESE HONEYSUCKLE 134 Q MAHONIA AQUIFOLIUM 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL X TALL OREGON GRAPE 133 0 MISCANTHUS SINENSIS 'LITTLE KITTEN' 2 GAL. CONT. MIN, 18-24" HT. & SPR, FULL LITTLE KITTEN MAIDEN GRASS 34 I`,I MYRICA CALIFORNICA 5 GAL. CONT. MIN, 42" HT. & SPR., FULL X PACIFIC WAX MYRTLE 34 Q RHODODENDRON 'GIRARD'S CRIMSON' 2 GAL. CONT. MIN, 18-24" HT. & SPR, FULL EVERGREEN AZALEA 60 0 RIBES SANGUINEUM 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL X RED FLOWERING CURRANT 162 O SARCOCOCCA HOOKERIANA 2 GAL. CONT. MIN, 18-24" HT. & SPR, FULL FRAGRANT SWEET BOX 103 O SYMPHORICARPOS ALBUS 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL X COMMON SNOWBERRY 179 0 VACCINIUM OVATUM 3 GAL. CONT. MIN, 24-30" HT. & SPR., FULL X EVERGREEN HUCKLEBERRY MAY BE SHEARED, MAINTAIN HEDGE @ 30" HT. GROUNDCOVERS / ORNAMENTAL GRASSES ARCTOSTAPHYLOS UVA—URSI 1 GAL. CONT. @ 18" O.C. TRIANGULAR SPACING, X KINNIKINNICK START FIRST ROW 12" FROM EDGE OF PAVE. GAULTHERIA SHALLON 1 GAL. CONT. @ 24" O.C. TRIANGULAR SPACING, X SALAL START FIRST ROW 12" FROM EDGE OF PAVE. HEMEROCALLIS 'STELLA D'ORO' 1 GAL. POTS @ 18" O.C. TRIANGULAR SPACING, Q DAYLILY START FIRST ROW 12" FROM EDGE OF PAVE. HOSTA 'BLUE CADET' 1 GAL CONT., SPACING AS SHOWN 355 ,�p BLUE CADET HOSTA LIRIOPE MUSCARI 'BIG BLUE' 1 GAL. CONT. @ 18" O.C. TRIANGULAR SPACING, BLUE LILY TURF START FIRST ROW 12" FROM EDGE OF PAVE. ®MAHONIA REPENS 1 GAL. CONT. @ 18" O.C. TRIANGULAR SPACING, X CREEPING MAHONIA START FIRST ROW 12" FROM EDGE OF PAVE. POLYSTICHUM MUNITUM 2 GAL. CONT. @ 24" O.C. TRIANGULAR SPACING, X SWORD FERN START FIRST ROW 12" FROM EDGE OF PAVE. r• HYDROSEEDED LAWN SEE SPECIFICATIONS 0 EXISTING TREES TO REMAIN CREATE SNAGS n 12' TO 20' HIS, RFF CIVIL DWGS FOR EXACT LIMITS OF CLEARING • R C TY 0F RENTON N430v Planning/Building/Public Works Dept. --- Tina Vincent, PLA, ASLA landscape architect (206)913-9216 P.O. Box 1744 Edmonds, WA 98020 R-429024 tina@vindesigngrp.com IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 19 w Ming 09/03/2024 DEVELOPMENT ENGINEERING W NJanders 09/16/2024 O z O DATE: W GRANT PLACE TOWNHOMES FIELDBDGK: VJ 1600 GRANT AVE S RENTON, WA 98055 PAGE: DRAWING NO: (— PARCEL 2023059052 zz SHEET CONCEPTUAL LANDSCAPE PLAN L3.1GF ENHANCED LANDSCAPE PROVIDED DECIDUOUS TREE SIZE REQUIRED: 1.5" CAL. MIN PROVIDED: 4" CAL. MIN REF RMC 4-4-070(L)(4) 'LANDSCAPING' EVERGREEN TREE SIZE REQUIRED: 6' HT. MIN PROVIDED: 8'-10' HT. MIN REF RMC 4-4-070(L)(4) 'LANDSCAPING' SHRUB SIZE REQUIRED: 2 GAL. MIN PROVIDED: 3 & 5 GAL. MIN REF RMC 4-4-070(L)(3) 'LANDSCAPING' GROUNDCOVER SIZE REQUIRED: 4" CONT. MIN PROVIDED: 1 GAL. MIN REF RMC 4-4-070(L)(2) 'LANDSCAPING' TREE PROTECTION AREA 1. ALL NEW PLANTING, FULL COVERAGE. ALL PLANTS ARE NATIVE SPECIES. INCLUDING 13 REQUIRED REPLACEMENT TREES. 2. TREE PROTECTION AREA ENCLOSED BY SPLIT RAIL WOOD FENCE WITH 2 OPENINGS AND REQUIRED SIGNAGE. 3. SEATING AND NATURE TRAIL PROVIDED FOR ADDED AMENITY. REF RMC 4-4-130(H)(2) 'TREE RETENTION AND LAND CLEARING REGULATIONS'. 202305—qn1.-� 10' FULLY SIGHT -OBSCURING p LANDSCAPE BUFFER, SEE SHEET L3.2 —------- ---------- - - ----- ----------- -- ---- - . Tr DECORATIVE P VI IN FIRE LANE, TYP. • 0 PARKING , _LLLLLLL LLL��- �� L��-r-L LLLL LLLLLLLLLLLLL 6LL LL �LLLLLLL4LLLLLLL�LLLi..'', _ _... LLLLLLLLI:LL LLLLLLLLLLLL'LL-LL LL LLL Epp ��fy a�--nBUILDING 2 ^IJ TING Ir �Rrl.��-171..E li E ��..: CAREA LU I 1 � 1glara �r— ��...� � v 001 - / 10 �t� � •yea � �It� it o_ ,.ru• BUILDING 6 V N v lkffl PIil1 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES END EASEMENT, NORTH PROPERTY LINE BUFFER PLANTING AREA. REF CIVIL DWGS. RIVER ROCK AT BASEOF SLOPE/S. DRAIN OR SUMP AS NEEDED,\TYP. r 00-0-10: ,Loac A:RPM'.-A..` ,, ;0,Qi :d waWw'd �7.50WM M,%,.►i.�iA �•�7t>rS/A�A.h'�2:�.�_�.V'��.OG`'� 9 WE U 11�1 ��—�� •'SOLIDFENCE WOOD 14 =-�w �!► rr BUILDING 4►� ■ �. ■.�a �. .. u nil..1A i �• nil�l - - N i1�� r[zz�� .alAn/■■�:::::■■■...'III �,,,, t �1l 1�;1�.�..�.■�w�l■�'' a r�� 1. BE CH, AOD :. ....., , d1�i 11 BUILDING /y ../■ /�1//A AOWN I, �� HA�(r�� r Iw..,-� � �:I ,�.-, rp,fiel � � � i■e:� /7 TREE PROTECTION T CT. t IN PROPERTY 10'LANDSCAPE BUFFER, AVER. •- SOUTH. EAST PROPERTY UNDERGROUND UTILITIES IN BUFFER STRIP• :. ALONG• PROPERTY LINE, NO CONCEPTUAL LANDSCAPE PLAN 1 1 1 1 41 OF W A Sh, • �F, PM.VINcF��G Q VJ r � � Know what's below. �0 � 2�73�� S Call before you dig. cFXP.0g12 q PE RG 1 Report to the Hearing Examiner,10-2-23 NO. REVISION M 1911 42" HT. SPLIT RAIL FEN AROUND TREE PROTEI AREA. N SURVEYED: DESIGNED: TMV DRAWN. TMV 11/16/23 CHECKED: TMV DATE APPR APPROVED: _E AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C TY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. SEE SHEET L3.3 & L3.4 FOR OPEN SPACE AND LANDSCAPE REQUIREMENTS. - Tina Vincent, PLA, ASLA landscape architect (206)913-9216 P.O. Box 1744 Edmonds, WA 98020 R-429025 tina@vindesigngrp.com IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING IS DEVELOPMENT ENGINEERING UJ Ming 09/03/2024 NJanders 09/16/2024 O _ z O DATE: LU U GRANT PLACE TOWNHOMES FIELDS°GK: 1600 GRANT AVE S RENTON, WA 98055 PAGE: a - DRAWING NO: PARCEL 2023059052 zz SHEET CONCEPTUAL LANDSCAPE PLAN L3 2°F: 0 0 w PROPERTY LINE 10'�R0TAGE B FER NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES in' clr_NT ()RC('I ipw(, I onlnC(,opf= PORTION OF P A R C E! BUFFER REQUIRED, 5' PROVIDED. VARIANCE REQUESTED. SOLID WOOD PANEL FENCE 4' - UHT. AND SOLID EVERGREEN HEDGE TO BE MAINTAINED AT 8' HT. �o i or 2. -------- ------------------ LLLLL LLLLLLLLLL_- LLLLLL _ L LL L-- LLLLLL LLLLL LLLL V // LL L G ii r/j % // '_ i LLLLL OPEN SPACE #2 ' % "L� SEATING,LAWN, GARDEN / SEAT{' i SL >5% SLOPE (30% SLOPE) �� + j ° BUILDING 1FRI! BUILDING 2 ram, SEATING AREA , s , 362 SF 256 SF L 359 SF 261 SF 273 SF 277 SF 330 SF / c-J `, LLJ 1crH �1 11 r /:� i H H W LU !.%:��',/ 1 344 SF I 251 SF - 't%. 368 SF 242 SF 272 SF 260 SF 369 SF BUILDING 8BUILDING 7 6685 SF 707 SF OPEN SPACE 3 : OPEN # R/; LL SPACE #1 SEATING,LAWN, GARDEN SEA : 75 / - ,i >5% } .. LL�� -- �° SLOPE (30% SLOPE) - -� ._ LL - r-- ___ _ __ _LLLL _ L - _ _ - 1 L — • . j _ r LLT--�� _ iLLL �LI _=L LLLLL-��_-d_=_____ I-�-= LLLL LLLLL LLLLLLLLLLL __!,-� `- LLl'LLLLLLLLLLLL. LLLLLLLLL Ll _ �- �Ty-r^TrLLLLLL LLLL,�,.�,.1- LL______--_ \ LLLLL LLL LL LLLL4�LLLLLLLLLLLLI LLLLLL4LLLLLL:LLLLLLLLLLLLL _--.,. �4LLLLLLLLLLLLLLLLLLLLLLLiLLLLLLLLLLLLLLLLLLLLLLI LLL LIliLLLLLLLLLLLLLLLLLLLLLLLLL'LLLLL- I L-Ltiiii'.LLLLLLLLLLLLL��.LLLLLLLLLL6L'LLLLLLLLLLLLLL-� ------------------ --- ------------------------ — --------------------— — — — — — — .. C 10' LANDSCAPE BUFFERS ALONG SOUTH AND EAST PROPERTY LINES, \ \ AVERAGED. 6 HT. WOOD PANEL FENCE. UTILITIES ALONG SOUTH BUFFER, NO TREES. VARIANCE REQUESTED. OPEN SPACE AND REQUIRED LANDSCAPE BUFFERS SCALE: 1 " = 20'- 0" 0 5' 20' 40' N OF W A S M. v INOF,�,� G Know what's below. y �07rp e Call before you dig. �scXP.OBI 0 q PE AR 1 Report to the Hearing Examiner,10-2-23 NO. REVISION SURVEYED: DESIGNED: TMV DRAWN. TMV 11/16/23 CHECKED: TMV BY DATE APPR APPROVED: LANDSCAPE CALCULATIONS TOTAL PROJECT AREA: 97,229 SF ROW: 5,177 SF SITE: 92,052 SF TOTAL SITE LANDSCAPE AREA: ROW: SITE: 29,575 SF FRONTAGE BUFFER REQUIRED: 1,219 SF (10' WIDTH OFF SIDEWALK) PROVIDED: 1,219 SF, INCLUDES RETAINING WALL 3' OFF SIDEWALK. RETAINING WALL IS PROVIDING MAXIMUM USABLE 'COMMON' OPEN SPACE AT THE REQUIRED 5% SLOPE. PERIMETER BUFFER REQUIRED: 12,952 SF (10' WIDTH NORTH, EAST, SOUTH) PROVIDED: 10,101 SF (AVERAGED & INCLUDES TREE PROTECTION AREA) *CITY APPROVAL IS REQUESTED TO DEVIATE FROM THE PROVISIONS OF SECTION 4-2-115 'RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS' BY PROVIDING AN 'ENHANCED LANDSCAPE' THAT MEETS OR EXCEEDS THE INTENTION OF THIS CODE REQUIREMENT. TREE PROTECTION AREA REQUIRED: 2,457 SF (SEPARATE TRACT) PROVIDED: 2,457 SF TOTAL 'COMMON' OPEN SPACE AREA REQUIRED: 12,600 SF (350 SF X 36 UNITS) PROVIDED: OPEN SPACE #1 — 6685 SF OPEN SPACE #2 — 707 SF (>5% SLOPE) OPEN SPACE #3 — 707 SF (>5% SLOPE) OPEN SPACE #4 — 707 SF (>5% SLOPE) OPEN SPACE #5 — 707 SF (>5% SLOPE) OPEN SPACE #6 — 1657 SF OPEN SPACE #7 — 278 SF OPEN SPACE #8 — 2458 SF (>5% SLOPE) TOTAL — 13,906 SF *CITY APPROVAL IS REQUESTED TO DEVIATE FROM THE PROVISIONS OF SECTION 4-2-115 'RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS' BY PROVIDING AN 'ENHANCED LANDSCAPE' THAT MEETS OR EXCEEDS THE INTENTION OF THIS CODE REQUIREMENT. TOTAL 'PRIVATE' OPEN SPACE AREA REQUIRED: 250 SF FOR EACH 36 UNITS PROVIDED: 303 SF FOR EACH 36 UNITS (AVERAGED) *CITY APPROVAL IS REQUESTED TO DEVIATE FROM THE PROVISIONS OF SECTION 4-2-115 'RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS' BY PROVIDING AN 'ENHANCED LANDSCAPE' THAT MEETS OR EXCEEDS THE INTENTION OF THIS CODE REQUIREMENT. SEE SHEET L3.1 FOR 'ENHANCED LANDSCAPE PROVIDED'. SCALE. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY • R C TY 0F RENTON N430v Planning/Building/Public Works Dept. LEGEND SYMBOL (QTY) NAME NOTES 'COMMON' OPEN SPACE ------------I r 1 'PRIVATE' OPEN SPACE '------------ --- Tina Vincent, PLA, ASLA landscape architect (206) 913-9216 P.O. Box 1744 Edmonds, WA 98020 tina@vindesigngrp.com R-429026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING Ming 09/03/2024 ' NJanders 09/16/2024 U GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 OPEN SPACE PLAN DATE: FIELDBOOK: PAGE: DRAWING NO: SHEET: OF L3.3 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES 0 w GENERAL NOTES: 1. ADDRESS: 1600 GRANT AVE. S RENTON, WA 98055 2. ZONE: RESIDENTIAL MULTIFAMILY (RM—F) 10' SIGHT OBSCURING LANDSCAPE 3. COORDINATE WORK WITH OTHER TRADES AS REQUIRED. DETERMINE p BUFFER REQUIRED, 5 PROVIDED. VARIANCE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER REQUESTED. SOLID WOOD PANEL FENCE 4'- 6' HT. WHICH WILL AVOID POSSIBLE DAMAGE. COORDINATE WITH UTILITIES AND SOLID EVERGREEN HEDGE TO BE MAINTAINED F 3.78:,� UNDERGROUND LOCATION CENTER AND OWNER FOR LOCATIONS OF � AT8'HT. - - - -- -, EXISTING UNDERGROUND UTILITIES, ETC. SERVICING OR ROUTED THROUGH - - a ` i_ V THE SITE. • - �� ,�i��}. }" �R -- __tt'�.-- , r, 4. PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, _ - - - _-------- -------- - _-a -- - -e + ++ ++ �., - STRUCTURES, UTILITIES, WALLS, WALKS, CURBS AND PAVED SURFACES DECORATIVE PAVING p 4 � FROM DAMAGES INCURRED ARISING FROM THIS WORK THE CONTRACTOR IN FIRE LANE, TYP. NO PARKING\yam �)�— �e� / R- �/ I " H �� SHALL PAY FOR ANY SUCH DAMAGE AT NO ADDITIONAL COST TO THE -- LLLLLLLLLLL_L_L-L_ ,r�,I__-� -' -`LLL_tL-rt-LLF�_`t-1L_4LL-LLL•LI LLI LLjLLLL_LLILLLLLcL-ILLLkLLLLLLLLLLLL�LLLLLLLLLLLLLLLLLL L L ::. I + y� OWNER. LLLLCLELLLL LLLLLLLLLLL L 269 S LIL LLLLL- LLL LL- 'LLLiLLLLLLLL356 SL51 389 5 DURING CONSTRUCTION, KEEP PAVEMENT AND BUILDING CLEAN. PROTECT L LLLLLLLL �� SITE AND ADJACENT PROPERTIES FROM DAMAGE DUE TO CONSTRUCTION 707 SF OPERATIONS, OPERATIONS BY OTHER CONTRACTORS, TRADES AND OPEN SPACE #4 s :%;.rt LL r— 1 TRESPASSERS. UNFINISHED AND COMPLETED WORK SHALL BE PROTECTED IG,LAWN, GARDENS ,.�,,� L�,,� v FROM DAMAGE BY EROSION OR TRESPASSING, AND PROPER SAFEGUARDS I �/; ,, - � - --- �� 328 SIF ( -)PE 30% SLOPE) �/.,.'"'-''�1 SHALL BE ERECTED TO PROTECT THE PUBLIC. 1657 SF�Qi OPEN SPACE #6 �/j/,;, ;,,/� `'� I. o °� � 6. VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK. ,: ; -� SEATING %� BUILDING 4 SEATING AND/% ' % - r '+° DO NOT INSTALL ANY SITE ELEMENTS UNTIL ANY UNSATISFACTORY ;;.;;,,,� - BUILDING 3 s ; �; %/ io= BUILDING 2 I �>."' - LAWN /! %' %" _ _ - __----_ LLLLLL t, ) CONDITIONS ARE CORRECTED. BEGINNING OF WORK CONSTITUTES AREA / /I. / 1"P - - LLLLLLL - - LLLLLLLLLL LLLL LLLLLLL LL--tLtLLLt�L_, ! L�LLLLLLLLLLL._ LLLL. ACCEPTANCE OF CONDITIONS AS SATISFACTORY. WHEN CONDITIONS i - /�/;/ . ; . - LLL ' �i'1/� ,, •�•l a� / �I 418 __....LL,LLLLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLr.I___ -- -` L LLLLLI �'' ' i 359 SF 262 SF 262 SF '�% % //'';' f _ __ _ _ 67 SF362 SF� % ��; 3O7 SF ; / LL'LLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLL II� � �_..._LLLLLLLLLLLLLLLLLLLLLLLLLLLI=LLLLLLLLLLLLL --- --- �+� r yc LLLLL' �j/�//,,"�, � DETRIMENTAL TO PLANT GROWTH/CONSTRUCTED ELEMENTS, ARE ./}�j 2-78- JR J� ICE -. LLLLLI �z7� LLLLL ENCOUNTERED SUCH AS RUBBLE FILL ADVERSE CONDITIONS OR LLLLLI > > H r " } / ,'; � i SEATING WI H VIEWS DOWN LLLLr z �r -- -- fir- - , ,>•,, -, i H �' s V �/,�,f�' �,� , I OBSTRUCTIONS NOTIFY OWNERS REPRESENTATIVE. " ,• f��/;, /�i GARDEN C RRIDOR AND / TOW R S THE WEST -1+ - t + / ��///i Y �� %/ �j �'j j/ , LLLLL L + +�i + + + ] + LLLLLLLLLLLLLLLLLLLLLLLLL-LLLL LLLLLLLLLLL4LLL7L'LLLLLL.IL�. ------ --- -L LLLLL /%i'i, L=- ��i f / • ,., ---- LLtiLLLLLLLLLLLLLLLLLLLLL�LLLtLLLLLLLLLLLLL♦=tL ---L6LtLLL. .�LLLLLLLLLLtLLLL LLLLL � /,! PLANTING NOTES: f LLLLL r LLLLL LLLL M _ -_---- - �/ %',, j /%///�:'I -J - -LL L LLLLLLLLLLI LLL - L" LL LLL `T .y 1. ALL NEW PLANTINGS WILL BE INSTALLED IN ACCORDANCE WITH CITY OF cc;o� �./:,.. SEATING AREA + RENTON'S MUNICIPAL CODE (RMC) 4-4-070 'LANDSCAPING'. 1f H H WITH TRELLIS, TBD Av.� W _ � �jy, i;,,,./.� � � f—' •, �� ,/�/ %;':;l poi � �� 2. TREES TO BE PLANTED AT THE APPROPRIATE SPACING FROM UTILITIES LL1_f///�' �;i i •��,✓�///�/�. i �) AND SIGNS: 354 SF 255 SF 255 SF 283 SF52 SF UTILITY OR SGNAGE DISTANCE REQUIRED 349 SF /,i, .•/.. .,,� III �"`..•�'//�,/,//''.i� ',\�_'• I I F-_�_— .� W BUILDING UNDERGROUND UTILITIES 5' BUILDING 7 - BUILDING 6 //�,�,,/ FIRE HYDRANTS 10' 362 SF 251 SF 283 SF269 SF S 389 - DRIVEWAYS 7.5' ' LLJ 707 SF // % //.!: ,. iwll LL - Z LL — — --- OPEN SPACE #5 LLL UTILITY POLES 10' R + I•-�-�, STOP & YIELD SIGNS 20 LLLL // V 1 HHH V i + , J :ING,LAWN, GARDEN LLL V -1 H C + s LOPE (30% SLOPE) : =_'� _� ------ LLLLLLL _ `�, /� STREETLIGHTS 25 /��A L•eis S�cG ,lam // LLLLLLL _ L _ _ L LLLLLLL + +�rr� CSc + / F _ I I I I .. L L _ ++ -__��_ I -, _ _L, LLLLL-_- .LLLLLLLLLLL L LLL + + + �;__�_-__a�. �_ - ._ .,.4)..__._....___... ,+ w._r' , - '� _ _ _ .- a. �.a - _ 1`' 3. TREE RETENTION AND REPLACEMENT WILL BE IN ACCORDANCE WITH RMC H _ir """"-- -.LL LLLLLLLLLLLL4LLLLL'LLLL LLLLLL-�-� �I LLLL- CE:J�LLLEL, ��__=_____�__LLLLL -_ - t LLLLL LLLLLLL LLLLLLLLLL -- --- , LLLL % I� �� - �� r� L LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLL �� e > LLttt. LLLLLLLLLLLLL4 _ _ __LLLLLLLLLLLLLLLL ......... : L LL LL LLLLLLLLLLtLLLLLLLLLL _ '--- --` :y� n�. 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS'. r111 p / -► i!;//,��///J,�p��j' �,,�„J y�//�� '` �/;`�,,;;,;y / /�! �.% ''�; �; �/�, %/. 4. RIGHT—OF—WAY PLANTINGS AND STREET TREES WILL BE IN ACCORDANCE _ ;��_� WITH RMC 4 4 070(F)(2) STREET TREES AND LANDSCAPING REQUIRED WITHIN THE RIGHT—OF—WAY ON PUBLIC STREETS LARGE STREET �� ---- ---t — — TREES ------------- ��i�"�x'�'!s,"�%./%/;// �� ','��. �'��/,��`/ % a AS PER THE CITY OF RENTON APPROVED TREE LIST AND SPACING �� GUIDELINES, NOV. 2022 EDITION AT 50' SPACING. 5. OPEN SPACE REQUIREMENTS WILL BE IN ACCORDANCE WITH RMC 4-2-115 10' LANDSCAPE BUFFERS ALONG + PROPERTY LINE 2458 SF 'RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS'. SOUTH AND EAST PROPERTY LINES, OPEN SPACE #8 AVERAGED. 6 HT. WOOD PANEL FENCE. TREE PROTECTION AREA 6. ALL NEW PLANTINGS WILL BE WATERED BY A PERMANENT AUTOMATIC UTILITIES ALONG SOUTH BUFFER, NO AMENITIES PROVIDED: NATURE IRRIGATION SYSTEM. TREES. VARIANCE REQUESTED. TRAIL, SEATING, WILDLIFE VIEWING. >5% SLOPE (25% SLOPE +/—) 7. SOIL PREPARATION: CULTIVATE PLANTING BED SUB —GRADE TO A MINIMUM Rnis n—ninnin DEPTH OF SIX INCHES (6") AND REMOVE ALL ROCKS, ROOTS AND DEBRIS OVER TWO INCHES (2") IN DIAMETER. LAY A TWO INCH (2") DEPTH OF COMPOST OVER THE ENTIRE BED AND TILL AGAIN TO INCORPORATE COMPOST THOROUGHLY INTO GRADE. OPEN SPACE AND REQUIRED LANDSCAPE BUFFERS SCALE: 1" = 2110" 0 5' 20' 40' OF W A S M. v INCF,�,� G r � Know what's below. y �07rp e Call before you dig. �scXP.OBI 0 q PE AR 1 Report to the Hearing Examiner,10-2-23 N0. REVISION N SURVEYED. DESIGNED. TMV D<AW., TMV 11/16/23 -NECKED. TMV BY DATE APPR APPROVED SCALE. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VICITY 0E FENTON Planning�Building�Public Works Dept. 8. MULCH ALL PLANTING AREAS WITH A MINIMUM THREE INCH (3") DEPTH OF APPROVED 'MULCH'. FINISH GRADE OF MULCH SHALL BE ONE INCH (1") BELOW ADJACENT HARD SURFACES AND FLUSH WITH LAWNS. 9. FENCES AND RETAINING WALLS WILL BE IN ACCORDANCE WITH RMC 4-4-040 'FENCES, HEDGES, AND RETAINING WALLS'. 10. SUBMIT COLOR PHOTOS REPRESENTATIVE OF PROPOSED NURSERY STOCK FOR EACH PLANT SPECIES AND VARIETY LISTED IN LANDSCAPE SCHEDULE. FINAL APPROVAL OF PLANT MATERIAL WILL NOT BE PROVIDED UNTIL DELIVERY AND REVIEW ON SITE. 11. CONTAINERIZED TREES ARE STRONGLY DISCOURAGED. TREES WITH LARGE CIRCLING ROOTS OR TOO DEEP ROOT SYSTEMS WILL BE REJECTED. 12. ALL ROOT PACKAGES MUST BE FREE OF ANY WEEDS. 13. TREE STAKING REQUIREMENTS WILL BE DETERMINED BY LANDSCAPE ARCHITECT AT THE TIME OF PLANTING. PROPERLY PROPORTIONED AND PLANTED TREES WITH HEALTHY ROOT PACKAGES MAY NOT REQUIRE STAKING. 14. ALL TREE STAKES MUST BE REMOVED BY THE CONTRACTOR BY THE END OF THE FIRST FULL GROWING SEASON. 15. AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, PRUNING MAY BE REQUIRED TO REMOVE DAMAGED, CROSSING, MISSHAPEN OR LOW BRANCHING LIMBS. TREES SHOULD NOT REQUIRE SIGNIFICANT PRUNING TO CORRECT HEALTH OR AESTHETIC DEFICIENCIES. 16. REFER TO CIVIL PLANS FOR NEW UTILITY WORK. CONTRACTOR RESPONSIBLE FOR PATCH AND REPAIR OF ALL EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION WORK UNDER THIS CONTRACT. 17. CLEAR VISION AREAS WILL BE IN ACCORDANCE WITH RMC 4-11-030 'DEFINITIONS C'. 18. WARRANTY: SHALL INCLUDE REPLACING AND PLANTING SAME SIZE AND SPECIES OF PLANT MATERIAL SHOWN ON DRAWINGS THAT IS DESIGNATED TO BE REPLACED BY THE LANDSCAPE ARCHITECT. EXCEPT FOR LOSS DUE TO EXCESSIVELY SEVERE CLIMATOLOGICAL CONDITIONS (20 YEAR WEATHER CHARTS), INSTALLED PLANT MATERIALS ARE REQUIRED TO BE GUARANTEED UNTIL THE END OF ONE GROWING SEASON AGAINST DEFECTS AND UNSATISFACTORY GROWTH, EXCEPT FOR CASES OF NEGLECT BY OWNERS/OTHERS. ALL PLANTS REPLACED SHALL BE REINSTATED UNDER THE PLANT GUARANTEE CONDITIONS. --- Tina Vincent, PLA, ASLA landscape architect (206) 913-9216 P.O. Box 1744 Edmonds, WA 98020 tina@vindesigngrp.com R-429027 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING + DEVELOPMENT ENGINEERING Ming 09/03/2024 ' NJanders 09/16/2024 ' GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 OPEN SPACE PLAN DATE: FIELDEOOK PACE DRAWING A0: ,TLLI L3.4 co 2 O Z O U J Q V 1 C 1 BOULDER SIZE SPECIFICATIONS: 2—MAN ROCKS (300-800 POUNDS) 3—MAN ROCKS (800-1500 POUNDS) 4—MAN ROCKS (1500-2100 POUNDS) 5—MAN ROCKS (2100-3000 POUNDS) LANDSCAPE BOULDER not to scale D/iLL UIMIVILIL-IN 13" —18" MIN. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. 24"-32'''' MIN. GRANT PLACE TOWNHOMES 30"-38" MIN. Imo.\\I•Z�T•7iU�!7�1�1�•ly! i NOTES: • USE THREE 'ARBOR TIE' OR APPROVED EQUAL, TREE TIES EVENLY SPACED AROUND BASE F TREE —PLACE FOR LOCAL WIND CONDITIONS. PLANT TREE 1" HIGHER THAN DEPTH GROWN T NURSERY. �BOR TIE' OR APPROVED EQUAL TREE TIES " DEPTH BARK MULCH - ANTING BACKFILL MIX — EXISTING DPSOIL & COMPOST WATERING BASIN SURROUNDING TREE K2 HARDWOOD STAKE DRIVE INTO NDISTURBED SUBGRADE FINISH GRADE -MOVE TWINE AND CORD AROUND ;UNK OF TREE JLL BURLAP OFF TOP 1 /3 OF ROOTBALL ;ARIFY PLANTING PIT WALLS - -OPE WALLS 1:3 LXISTING SUBGRADE EVERGREEN TREE PLANTING not to scale GROUNDCOVER PLANT. SEE PLANT LIST 3" DEPTH BARK MULCH _ TOPSOIL DEPTH AND TYPE AS "=III-��I��lil��lilllllillllllll��l��l•1=III SPECIFIED EXISTING SUBGRADE O O O O EQUAL PLANT SPACING AS INDICATED ON DISTANCE PLANT LIST (TYPICAL) 'v EDGE OF PLANTER 60' 8 TYPICAL PLANT SPACING not to scale Know what's below. Cali before you dig. E SUBGRADE CULTIVATE SUBGRADE TO 6" DEPTH. * SUBGRADE SHOULD BE ROUGHLY 7" BELOW ADJACENT HARDSCAPE PLACE 2" LAYER OF COMPOST AND TILL TO A 6" DEPTH SOIL AMENDMENT PROFILE not to scale MI r-AIrl IAI-F/l EXISTING) GRADE/SLOP BALL DIAMETER PLACE 2" LAYER OF COMPOST AND TILL AGAIN TO A 6" DEPTH PLACE LAYER OF MULCH. FINISH GRADE SHOULD BE 1" BELOW HARD SURFACES AND FLUSH WITH LAWNS FINISH GRADE COMPACTED SUBGRADE NOTES: • USE THREE 'ARBOR TIE' OR APPROVED EQUAL, TREE TIES EVENLY SPACED AROUND BASE OF TREE —PLACE FOR LOCAL WIND CONDITIONS. • PLANT TREE 1" HIGHER THAN DEPTH GROWN AT NURSERY. — 'ARBOR TIE' OR APPROVED EQUAL TREE TIES — 3" DEPTH BARK MULCH — PLANTING BACKFILL MIX — EXISTING TOPSOIL & COMPOST — 4" WATERING BASIN SURROUNDING TREE — 2X2 HARDWOOD STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE REMOVE TWINE AND CORD AROUND TRUNK OF TREE PULL BURLAP OFF TOP 1 /3 OF ROOTBALL — SCARIFY PLANTING PIT WALLS — SLOPE WALLS 1:3 EVERGREEN TREE PLANTING ON SLOPE not to scale 13ALL UTAML I LK MULTI -TRUNK TREE PLANTING not to scale OF W A S,y F. M.ViN I� cF�� C� ad bd o 20 �lZII 2�Is',37�FXP.08i26\�� Cq PE ARG NOTES: • TREE STAKES TO BE VERTICAL, PARALLEL, EVEN —TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. PLACE FOR LOCAL WIND CONDITIONS. • PLANT TREE 2" HIGHER THAN ADJACENT GRADE 'ARBOR TIE' OR APPROVED EQUAL TREE TIES 8 FOOT, 3" ROUND HARDWOOD STAKES, 3 PER TREE REMOVE TWINE AND CORD FROM TREE TRUNK 3" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE — PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX — EXISTING TOPSOIL & COMPOST SCARIFY PLANTING PIT WALLS — SLOPE WALL 1:3 SET ROOTBALL ON MOUND OF UNDISTURBED BASE 1 Report to the Hearing Examiner,10-2-23 NO. REVISION EX SL BALL DIAMETER DECIDUOUS TREE PLANTING not to scale SHRUB PLANTING not to scale SURVEYED: DESIGNED: TMV DRAWN. TMV 11/16/23 CHECKED: TMV BY DATE APPR APPROVED: OTES: TREE STAKES TO BE VERTICAL, ARALLEL, EVEN —TOPPED, UNSCARRED ND DRIVEN INTO UNDISTURBED UBGRADE. PLACE FOR LOCAL WIND ONDITIONS. PLANT TREE 2" HIGHER THAN DJACENT GRADE 'ARBOR TIE' OR APPROVED EQUAL TREE TIES 8 FOOT, 3" ROUND HARDWOOD STAKES, 3 PER TREE REMOVE TWINE AND CORD FROM TREE TRUNK 3" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE PULL BURLAP OFF TOP 1 /3 OF ROOTBALL PLANTING BACKFILL MIX — EXISTING TOPSOIL & COMPOST SCARIFY PLANTING PIT WALLS — SLOPE WALL 1:3 SET ROOTBALL ON MOUND OF UNDISTURBED BASE • PLANT SHRUB 1 /2" HIGHER THAN DEPTH GROWN AT NURSERY. 3" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE LIGHTLY SCARIFY ROOTBALL OF CONTAINER —GROWN PLANTS. PRIOR TO BACKFILLING PLANTING BACKFILL — EXISTING TOPSOIL & COMPOST SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF UNDISTURBED SOIL SCALE. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 11111111111111111111111111111uuuulll''�Iniillllllllllllllllllllllllllllllllllll�� STREET TREE PLANTING not to scale EXISTING GRADE/SLOPE �7�1_BLEN BALL DIAMETER ROOT BARRIER: 1. ROOT BARRIER SHALL BE RIGID HIGH IMPACT POLYROPYLENE TREATED WITH UV INHIBITORS, MINIMUM 18" HEIGHT, WITH 1 /2" RAISED VERTICAL RIBS 6" ON CENTER, OR APPROVED EQUAL. 2. INSTALL ROOT BARRIER IN CONTINUOUS STRIP FOR ENTIRE LENGTH OF BED NEXT TO SIDEWALK AND CURB ACCORDING TO MANUFACTURER'S DIRECTIONS. EXPOSED EDGE SHALL NOT EXTEND MORE THAN 1/2" ABOVE FINISHED GRADE OF TOPSOIL. NOTES: TREE STAKES TO BE VERTICAL, PARALLEL, EVEN —TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. PLACE FOR LOCAL WIND • PLANT TREE 2" HIGHER THAN ADJACENT GRADE 'ARBOR TIE' OR APPROVED EQUAL TREE TIES 8 FOOT, 3" ROUND BVC HARDWOOD STAKES, 3 PER TREE REMOVE TWINE AND CORD FROM TREE TRUNK 3" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE PULL BURLAP OFF TOP 1 /3 OF ROOTBALL FINISH GRADE PLANTING BACKFILL MIX — EXISTING TOPSOIL & COMPOST SCARIFY PLANTING PIT WALLS — SLOPE WALL 1:3 SET ROOTBALL ON MOUND OF UNDISTURBED BASE DECIDUOUS TREE PLANTING ON SLOPE not to scale A03ftkC TY 0F RENTON Planning/Building/Public Works Dept. --- Tina Vincent, PLA, ASLA landscape architect (206) 913-9216 P.O. Box 1744 Edmonds, WA 98020 tina@vindesigngrp.com R-429028 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING JDing 09/03/2024 ' DEVELOPMENT ENGINEERING NJanders 09/16/2024 GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 PLANTING & SITE DETAILS DATE: FIELDBOOK: PAGE: DRAWING NO: SHEET jr�F L3. V) O Z 0 Uj J Q (D 0 (N 1 1 0 LU 1 — BLEND INTO EXISTING GRADE EXISTING ROOTBALL DIA. SHRUB PLANTING ON SLOPE not to scale SLOPE OF F00 TO DRA FROM F TYP. 42" HT. SPLIT RAIL FENCE not to scale 10' - 20' HT. WILDLIFE SNAGS 6ot to scale n • PLANT SHRUB 1 " HIGHER THAN DEPTH GROWN AT NURSERY. 3" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE LIGHTLY SCARIFY ROOTBALL OF CONTAINER -GROWN PLANTS. PRIOR TO BACKFILLING PLANTING BACKFILL - EXISTING TOPSOIL & COMPOST SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF EXISTING SOIL Know what's below. Call before you dig. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES PLANT SO THAT TOP OF ROOTBALL IS 1 " ABOVE FINISHED GRADE PLAN GROUNDCOVER PLANTING - 1 GAL. not to scale OF W A Sh, PMA VINcF��G z y Z 0° C� 0 0 73 2�S 7?FXP.0g12�\�� C'4 PE ARG PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE OF PLANT. NO MULCH SHOULD TOUCH THE BASE OF THE PLANT. MULCH DEPTH 2" - 3" MAX CUT AND REMOVE ENTIRE CONTAINER FROM PLANT. SCARIFY ROOTS IN AT LEAST SIX LOCATIONS ON SIDES AND AT LEAST TWICE ON BOTTOM. WATER AND COMPRESS POCKETS TO ALLOW FOR SETTLING OF BACKFILL. BACKFILL WITH 3 IMPORTED TOPSOIL & 3 SITE SOIL. THOROUGHLY WATER TO SETTLE. SECTION 6' HT. WOOD PANEL FENCE not to scale 12 GAUG WELDED MESH, 3' BLACK P COATING STAPLE SIDE OF SLOPE T OF FOOT TO DRAII FROM P( TYP. 01 A /+ 42" HT. SPLIT RAIL FENCE WITH OPTIONAL METAL MESH not to scale NOTES: 1. ALL POSTS TO BE PRESSURE TREATED LUMBER, ALL OTHER WOOD TO BE TIGHT KNOT CEDAR. 2. ATTACH RAILS TO POSTS WITH HIDDEN GALVANIZED BRACKET. 3. ALL HARDWARE TO BE GALVANIZED STEEL. 4. STAIN ALL WOOD, COLOR TO BE )APPROVED BY OWNER TALLATION. 4 3: 1X4, EACH SIDE 0 SPACE BETWEEN SLATS aTH POST CAP ?AIL: 1X6, EACH SIDE )OTING 12" DIAMETER FOOTING ON 6" CRUSHED EMBED POST INTO AND POUR CONCRETE. IF FOOTING AWAY FROM SIDES. 18" DIAMETER AND ENDS ASE SOIL 12 GAUGE WELDED WIR MESH, 3" SO. MAX, BLACK PVC COATING OPTIONAL, STAPLE TO BACK SIDE OF FENCE a - Tina Vincent, PLA, ASLA landscape architect (206)913-9216 P.O. Box 1744 Edmonds, WA 98020 tina@vindesigngrp.com R-429029 vJ Cw G O Z O w U Q J I— Q (D