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Planning 2021-03-25 Item 3 - Attachments - Brixx Development Commercial Storage
s,a,4r sv ester -Tukwila Presbyterian VICINITY MAP \ Temporarily closed Riverside Casino 9 7 -Eleven 9 S 142nd SI Tukwila Towing 9 S 144th St S 1470 5t CI Sapphire9 5805 9 O f 9 Galliano's Cucina PROJECT LOCATION Amara Pointe 9 s,4s.dsl • 14300 Interurban � 2 \ Avenue South <P� 51:Sron J Purcell Painting 12, & Coatings Bravo Environmental 9 i g Academy Schools 9 Teamsters Local 117 9 Google Republic Services 9 9 Jaymarc AV Renton Concreted', Recyclers �PP6 ZONING ANALYSIS ZONING JURISDICTION: CITY OR COUNTY NAME ZONE: CLI - COMMERCIAL/LIGHT INDUSTRIAL SETBACKS: FRONT 25 ft SECOND FRONT 12.55 SIDES 5 f REAR 5 f HEIGHT MAX: 4 STORIES OR 45 ft LANDSCAPE REQUIREMENTS: FRONTS 12.5 ft SIDES 5 f REAR None SHEET INDEX. GENERAL INFORMATION G.001 COVER G.300 3D VIEWS nSrP'Y SW G.301 LANDSCAPE RENDERING VIEWS 0o Ftiver 3 Ste CIVIL 01.01 CIVIL COVER SHEET C1.02 ALTA/NCPS LAND TITLE SURVEY KP Corporation 9 Specialty WarehouseC1.03 SITE PLAN 02.01 EROSION CONTROL PLAN C3.01 ROAD & GRADING PLAN C4.01 STORM DRAINAGE PLAN C4.02 OFFSITE STORM DRAINAGE PLAN & PROFILE C4.21 ROAD & STORM DRAINAGE PROFILES Starfire Sports - Field 11 C4.31 BIPOD 1 AND 2 DETAILS 9 C4.32 WATER QUALITY VAULT DETAILS C4.33 WATER QUALITY VAULT DETAILS C5.01 SEWER & WATER PLAN UA Local 32 Plumbers V 12 Pipe Fitters... LANDSCAPE L2.01 LANDSCAPE PLAN Fort Dent Park L2.31 LANDSCAPE DETAILS L3.01 IRRIGATION PLAN L3.02 IRRIGATION SCHEDULE AND NOTES L3.31 IRRIGATION DETAILS 6 ARCHITECTURAL A.001 LEVEL 1 PLAN A.200 ELEVATIONS A.500 MATERIAL BOARD 3 ELECTRICAL E0.0 ELECTRICAL COVER SHEET E1.1 SITE PHOTOMETRIC PLAN 66.1 FIXTURE CUT SHEETS 3 Grand total: 27 GROSS BUILDING NAME AREA LEVEL 1 31,625 SF LEVEL 1 - BLDG 2 2,715 SF LEVEL 1 - EXTERIOR RV PARKING 3,240 SF LEVEL 1 - OFFICE 994 SF LEVEL 2 34,459 SF LEVEL 3 35,436 SF Grand total: 6 108,469 SF 1. 0 1 111111 • • 0• •• •01 ••1y •/•y 000 • • i 011 •• • • !!•001 LL 0 cIirdeIapt 454 N 600 W, SLC, UT 84116 e: how dy@di velep t. com p: 801-680-4485 w: ww w. di vele p t.com No. Date Description BRIXX 14300 Interurban Ave. S. Tukwila, WA 89168 19-15 JDH DESIGN REVIEW DD MONTH YYYY 1I8 -=1, -0 - COVER 15 G.001 02DELEPT DESIGN C 202D 16 NORTH WEST - OVERALL. 3D VIEW GENERAL NOTES THE THREE DIMENSIONAL VIEWS SHOWN IN THIS SET OF DRAWINGS ARE PROVIDED TO HELP EXPLAIN THE OVERALL CONCEPT AND INTENT OF THE BUILDING DESIGN AND ARE TO BE USED FOR REFERENCE ONLY. BIDDERS ARE NOT TO USE THESE VIEWS TO DETERMINE COMPONENT TYPES, OUANITITIES, ASSEMBLY METHODS OR ANY OTHER INFORMATION WHICH RELATE TO CONSTRUCTION COST. SOUTH EAST -OVERALL. NORTH EAST - OVERALL. SOUTH WEST -OVERALL. L • •••••s • ••••••••s r ••• • s •• •••• ••• •••• • •• s • ••••s• • •••00 •• •00000 ••• LL • •• s •••s• di'Velapt 454 N 600 W, SLC, UT 84116 howdy@diyelept.com p: 801-680-4485 w.www. d I Vele pt.com No. Date Description BRIXX 14300 Interurban Ave. S. Tukwila, WA 89168 19-15 JDH DESIGN REVIEW DD MONTH YYVY 3D VIEWS 7 G.300 �- eVE.,DESIGN LLCO2020 5 18 Tukwila BRX Street View Illustration 19 20 .MC o o CZ 6 S133HSI 7VNr3I eNH33NON31 CZ s 16[011 -r SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. TUKWILA SELF STORAGE CIVIL CONSTRUCTION PLANS LEGAL DESCRIPTION PARCEL A: LOTS 1, 2 AND 3 AND THE WEST 30 FEET OF LOT 4, ALL /N BLOCK 17 HILLMAN'S SEATTLE GARDEN 7RAC79 ACCORDING TO 771E PLAT 7HEREO' RECORDED /N VOLUME 11 OF PLATS PAGE 24, IN KING COUNTY, WASH/NGTOY. PARCEL 80 771E EAST 10 FEET OF LOT 4 AND ALL OF LOT 5, BLOCK 17, HILLMAN'S SEA777.E GARDEN TRACTS ACCORD/NG TO 171E PLAT THEREOF RECORDED /N VOLUME 11 OF PLATS PAGE 24, IN KING COUNTY, WASHINGTON; EXCEPT 77/E NORTH 179 FEET THEREOF. PARCEL C/ 771E NORTH 119 FELT OF LOT 5 AND THE NORTH 119 FEET OF THE EAST 10 /tt / OF LOT 4, BLOCK 17, HILLMAN'S SEATTLE GARDEN 1RACTS IC. 11, PGS 24, IN KING COUNTY, WA.9L/NOTQU PARCEL D.• 0075 6 AND 7 BLOCK 17 HILLMAN'S SEATTLE GARDEN TRACTS ACCORDING 70 7HE PLAT 77HEREOF RECORDED /N VOLUME 11 OR PLATS PAGE 24, IN KING COUNTY WASHINGTON PARCEL E• NAT POR10N OF THE PUGET SOUND ELECVR/C RAILROAD RIGHT-OF-WAY /N /HE SOU NEAST PUAR1ER OF SEWN 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BOUNDED ON 171E NOR7I/EAST BY MAULE AVENUE, ON THE S01111114 0T BY SR 181, ON THE SOUTHEAST BY RIGHT-OF-WAY NUMBER 4 AND ON THE NORD/WEST BY RIGHT-OF-WAY NUMBER 5 80771 RIGHTS-OF-WAY AS DESCR/BED IN KING COUNTY RECORDING NUMBER 6557639; EXCEPT THE WESTERLY 20.00 FEET CONVEYED TO 711E CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NUMBER 200502100014915 10GEI715? W1771 77IAT POR770N OR VACATED MAULS AVENUE LYING 85711EE71 171E FOLLOWING DESCRIBED LINES AS CONVEYED BY REW510 QUIT CLAIM DEED RECORDED UNDER RECORDING NUMBER 20051212000780.: A UNE BEGINNING FROM THE MOST NORT71WESIERLY CORNER OF LOT 1, BLOW 17, HILLMANS SEATTLE GARDEN 1RAC15; (HENCE SOU171 487829' WEST, ON A RADIAL UNE TO SAND RICHT OF WAY, 20.00 FEET TO 7715 SOUTHEAST CORNER OF RIGHT-OF-WAY NUMBER 5, AS DESCRIBED /N KING COUNTY RECORDING NUMBER 6557639; AND A L/NE BEGINNING AT 171E NORTHEAST CORNER OF 8110/T-05-W4Y NUMBER 4, AS DESCRIBED /N KING COUNTY RECORDING NUMBER 6557639, THENCE BEARING NOR711 54' 7312' 5457 2000 1557; TO /N7ER2-CT 771E EAST RIGHT OF WAY OF MAULE AVENUE SOUTH. DATUM NAVD88-PER CITY OR SEAT7ZE CONTROL BASIS OF BEAR/NGS N3828:57'W BETWEEN TWO MONUMENTS FOUND AT 771E CEN7ERUNE OF INTERURBAN AVENUE S - N4D83/91 NOR771 ZONE BENCHMARK PT( SEATTLE 931-901 BRASS P/N /N 2' PIPE /N CASE AT THE INTERSEC770N OF S 14477/ ST AND 59771 AVE S ELEVAROR = 17418 REFERENCES 1. HORTON DENNIS & ASSOGATES RECORD OF SURVEY, RECORDED JANUARY 5771. 1984 /N BOOK 38 OF SURVEYS, PACE 786, UNDER KING' COUNTY RECORDING NUMBER 8401059001. 2 RECORD OF SURVEY, RECORDED MARCH 9171, 1984, IN BOO( 39 OF SURVEYS PAGE 112, UNDER KING COUNTY RECORD/NG NUMBER 8403099004. 3 HILLMAN'S 55407/5 GARDEN IRACT5 RECORDED /N VOLUME 11 OR PLATS PAGE 24, UNDER KING COUNTY RECORD/NG NUMBER 19031130281147 TUKWILA, WA PROPERTY INFORMATION PARCEL NUMBER. 336590-1665, -1680, -1690 000280-007 SITE ADDRESS 14300 INTERURBAN AVE S 71/104914, WA 98168 SITE AREA: d-81,028 SF ('81.86 ACRES) OWNER/APPLICANT BRIXX DEVELOPMENT 7084 E 2300 ST COTTONWOOD, UT 84121 CONTACT BRETT McDONO/GIH PHONE: (801) 792-1540 CIVIL ENG/NEER/SURVEYOR LANDSCAPE ARCHITECT CORE DESIGN, INC 12100 NE 1957/1 ST, SU/TE 300 BOTHELL, WA 98011 CONTACT. PRESTON J. LONGONI, P.E. (ENGINEER) CONTACT: KEN W. SHIPLEY, P..L.S (SURVEYOR) PHONE (425) 885-7877 ARCHITECT D/"VELEPT DESIGN 454 N 600W SALT LAKE CITY, UT 84116 CONTACT JAROJ HALL, A.I.A. PHONE (801) 680-4485 GEOTECH IERRACON CONSTULTANTS INC 21905 6478 AVE 15 SLITS 100 MO/NTLAKE TERRACE WA 98043 CONTACT: ZACHARY KOENN, P.E. PHONE (425) 697-1131 SHEET INDEX 1 01.01 2 C1.02 3 01.03 4 C2.01 5 03.01 6 C4.01 7 04.02 8 04.21 9 C4.31 10 04.32 11 04.33 12 C5.01 13 1.2.01 14 02.31 15 03.01 16 03.02 17 03.31 COVER SHEET ALTA/NSPS LAND /770E SURVEY 5/7E PLAN EROSION CONTROL PLAN ROAD & GRAD/NG PLAN STORM DRAINAGE PLAN OFFSITE STORM DRAINAGE PLAN & PROFILE ROAD & STORM DRAINAGE PROFILES SIOPOD 1 AND 2 DETA/LS WATER QUAL/TY VAULT DETAILS WATER QUALITY VAULT DETAILS SEWER & WATER PLAN LANDSCAPE PLAN LANDSCAPE DETA/LS & NOTES IRR/GA1701 PLAN /RR/GA170N SCHEDULES & NOTES IRRIGA770N DETA/LS VICINITY MAP i' = tsoc UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/G/ 1-800-424-5555 (811) 5 SEE STAMP DATE 57 ❑ DESIGNED PRESTON ✓. LONDON,, P.E. MARY MOORE z 3 a 57 APPROVED PRESTON 1 wax P.E. GARY SHARNBROCH, P.E. PROJECT MANAGER SHEET C1,01 1 OF 17 PROJECT NUMBER 19173 N 21 22 BENCHMARK 1/29/2021 1a 17 AY 2 120191191721ENGINEERING FINAL SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E., W.M. TABLEA OPT/ONS 2. ADDRESSES OF THE SURVEYED PROPERTY ARE SHOWN HEREON. 3. FLOOD ZONE DESIGNATION = X (AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOOD PLAIN) AND AE (SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD), ACCORDING TO FLOOD INSURANCE RATE MAP, ("FIRM") NO. 5303300957 COMMUNITY NO. 530091,01I168LA) PANEL N0. 957, SUFFIX F, EFFECTIVE MAY 16 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). SURVEYED PROPERTY LIES ABOVE BASE FLOOD ELEVATION WTIHIN ZONE AE. 4. PROPERTY AREA: 86430 t SQUARE FEET (1.8464 + ACRES) 5. VERTICAL RELIEF 15 SHOWN HEREON. SOURCE INFORMATION IS FROM A GROUND SURVEY. THE CONTOUR INTERVAL, VERTICAL DATUM AND ORIGINARNG BENCHMARK ARE SHOWN HEREON. 6(4 ZONING INFORMATION 15 PER CITY OF TUKWILA COMPREHENSIVE PLAN AND ZONING MAP, DATED DECEMBER. 2015. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION, ZONING CLASSIFICATION: COMMERCIAL LIGHT INDUSTRIAL CURRENT MINIMUM BUILDING SETBACKS: 25 FEET FRONT; 5 FEET REAR; 5 FEET SIDE, MINIMUM PER THE T1KWILA MUNICIPAL CODE 18.30. MAX. BUILDING HEIGHT = 4 STORIES OR 45 FEET. PARKING REQUIREMENTS; WAREHOUSE- 1 PER 2,000 SOFT USABLE FLOOR AREA OFFICE- 3 PER 1,000 SOFT USABLE FLOOR AREA RETAIL- 2.5 PER 1,000 SOF USABLE FLOOR AREA MANUFACTURING- 1 PER 1600 SOFT USABLE FLOOR AREA 8. SUBSTANTIAL FEATURES AS OBSERVED IN THE FIELD ARE SHOWN HEREON. 11. THE LOCATION OF THE UTILITIES UPON OR SERVING THE SURVEYED PROPERTY ARE SHOWN HEREON. 13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE SHOWN HEREON. 14 THE 01 STANCE TO THE NEAREST INTERSECTING STREET I5 SHOWN HEREON. 19. NO OFFSITE EASEMENTS OR SERVITUDES WERE DISCLOSED IN ANY DOCUMENTS. PROVIDED TO THE SURVEYOR. �6. LEGEND Gni O Ea • A 8 ocalfl 0 OECD FOUND MONUMENT (AS NOTED) FOUND SURVEY MARKER (A5 NOTED) SEWER MANHOLE CATCH BASIN (TYPE 2) CATCH BASIN (TYPE 1) WATER METER WATER VALVE FIRE HYDRANT POWER METER U3LITY POLE LIGHT POLE GUY ANCHOR STRAIN POLE POWER JUNCTION BOX GAS VALVE BOLLARD MAILBOX SIGN (AS NOTED) DECIDUOUS TREE EVERGREEN TREE CEDAR DECIDUOUS OVERHEAD POWER UNE SEWER PIPE SQ STORM PIPE -XX- FENCE UNE FR GAS PIPE WATER PIPE FACE OF VERTICAL CURB PROPERTY LINE COMMUNICATIONS PAINT CB 834E I� RIM 62=22.49 T'01(11)1E=2029- SSMH :243 RIM EL=22.64 12"9(6)IE=10.39 12'0 (S11)I11 10.18 ' 1(68)10=10.08 VAULT (UNKNOWN TYPE) STOP" CB 239 TYPE II 12 RIM EL=22.16. 8E1(A)IE=20.06- -B"CCNC(N)IE=20.06 9y LL#Nx`�' NO PARKING` TYP I RIM EL=20.17 6'PVC(N)IE=18.02 8"0080)5)!1=17.67 12'14(016=17.27 r SURVEYORS NOTES 1. THIS "ALTA/NSPS LAND TIRE SURVEY' HAS BEEN PERFORMED IN ACCORDANCE WIN THE "MINIMUM STANDARD DETAIL REQUIREMENTS" AS ADOPTED BY THE AMERICAN LAND 11LE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS. IN 2016. ALL 0TLE INFORMATION SHOWN ON 1F15 MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN FIE INSURANCE COMPANY COMMITMENT Na NCS-958539-WA1, DATED JULY 1, 2019. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY 1111.E ISSUES AFFECTING. THE SURVEYED PROPERTY OTHER 111AN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN BRE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS REUED WHOLLY ON 8RST AMERICAN TELE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. OUAUFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 3. THIS PROPERTY HAS LEGAL ACCESS TO INTERURBAN AVENUE SOUTH, SOUTH 143RD STREET, AND SOUTH 143RD PLACE SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE MIRED BY IMPROVEMENTS, OR LACK THEREOF. AS SHOWN ON THE SURVEY. 4. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED (UNLESS SHOWN OTHERWISE.) 5: NO 024601N69 OR P0RT0NS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING SETBACK LINES UNLESS. SPECIFICALLY SHOWN ON THE SURVEY ORAWNG. 6 BUILDINGS ARE OF WOOD -FRAME CONS'RUCTON, W11H CONCRETE FOUNDATIONS. (UNLESS SHOWN OTHERWISE.) HEIGHTS OF BUILDINGS ARE MEASURED TO RIDGELIKE EXCLUDING CHIMNEY HEIGHTS. 8. CORE DESIGN. INC. DID NOT LOCATE 111E EXTENTS OF ANY UNDERGROUND FOUNDA0ONS OR SLABS FOR IMS SURVEY 9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS 511E. ONLY THOSE MUTE WITH EVIDENCE OF THEIR INSTALLATION V45IBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTUTY LOCATONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE URA TY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DEIGN, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 10. CORE DESIGN, INC. SURVEY CREWS DETECTED N0 OBSERVABLE EVIDENCE OF ANY CEMETERIES, RUBBISH FILL5, SLOUGHS, SPRINGS, FILLED-IN WELLS, CISTERNS, OR SEEP HOLES ON THE PROPERTY. 11. THERE ARE NO RAILROAD TRACKS ON 111E SITE OR ON PARCELS CONTIGUOUS TO THE SITE. 12. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING 014 OCTOBER 29, 2019. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR TH15 PROJECT IN OCTOBER OF 2019. 13. ALL DISTANCES ARE IN FEET. 14. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING M092464TATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET 0R EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' GUIDELINES. 15. 11115 SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THOSE PARTES LISTED IN THE SURVEYOR'S CERTIFICATE. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECER9FICATION BY CORE DESIGN, INC. AND/0R THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. ROW E5 PER REC. N0. 6557639 (WIDTH VARIES) HELD LOT CORNER TO ESTAB0SH NO PUBLIC DRAINAGE EASEMENT OF RECORD 0040 TOP RIM EL= 23.42 18"DI(SW)IE=2028 12"01(NE)16=2O28.- '14 2"01(NE)I6=20.28'' GB ::162 TYPE I RIM EL=2454 12'D1(SE)IE=2002 18FI(NE)I6=19.69 CB :163 TYPE I RIM EL=24.89 21I(1461)16=21.07 • "DI(SE)1E=21.07 FOUND LEAD AND TACK IN 2 1/4" IRON PIPE. IN CASE (HELD FOR ROTATION) SCALE: 1" = 30' D 15 30 60 SS 81 \ \008 LINE A5 UNE PER REF. 1 8(9- STATION 914+30.29 PER REF. 1 .. '�\ 3 \ i P \ CB 8164 TTEE\ 1 RIM EL=24.77 \\\ \ ! 17D1(NW)I11=21.31 \\Ss 12"01)5E)IE=21 31 \ \\\ \\ S PARCEL E 4 qP 6 MESON sr 14300 M1ERURBAR AVE B 'R1k0007&1-0007 \'\ ` ROAD IMPROVEMENTS ENCROACH ON PROPERTY S 143RD STREET (P-D'H WAY) SON ;8223 TYPE II 414 EL=21.94 12"CMP(N)IE=17.17 6"CONC(5)IE=13.74 10' WATER EASEMENT PER 8E0. 60. 2005021000473. 6 6 - CB ::165 TYPE I RM 10=25.33 12"0I(NW)16=2161 CITY OF SEATTLE 93V-901 BRASS PIN IN 2" PIPE IN CASE AT THE INTERSECTION OF S 144TH ST AND 59191 AVE S ELEVATION = 17418 DATUM 449000 -PER CITY OF SEATTLE CONTROL 0'3 oe RIM EL=23.69 12"DI(SE)IE=10.68 12"DI(NW)I11=1058 VACATED MAULS AVENUE SI „Az- I PER REC 00. 20051212000780 \B FOUND LEAD AND TACK IN 2 1/4" IRON PIPE. IN CASE. (HELD FOR POSITRON) 4\ \ , \ X\ CONVEYED TO THE \\ CITY OF TUKWILA \\ PER REC. N0. \ \ 20050210001490\0.5 "M R.1060.00 \ .. 1-2 ar\ 384. "NO PARKING" 6 , ACCESS----' 1 CB 8342 TYPE I \ RIM EL=19.42 12'6)8)IE= 18.19 CTR OF 30' I CTR OF 26' .9.90„..,WIDE GALE I _WIDE GATE \ ,„..„I - 1 1� 5m1 99, 19 SEWER EASEMENT PER REC. N0. 20050210001488 6=110'41" L=20.56 60 s ate \ itW . ROW 44 PER REC. N0. 6557639 (MOTH VARIES) 96 T," RIM EL=26.40 12"01)58)16'23 \ON 910+73.45 P10ERREF. 1 FOUND 1 3/4" BRASS DISK W/ PUNCH IN \/CONCRETE MONUMENT DOWN 0.7 FEET IN `$ CASE. (HELD ROW 4.66 N OF MON PER REF. 2) ROADIMPR09EMENTS 111CROACH ON PROPERTY SSMH RIM 10=23.47 4 01(6)16=15.44 0'E1(14)1E=11.12 9. 8"DI(E)IE=11.11 12"l(611)10=11.10 / 12"01(84)16=11.00 2. --- FOUND FOUND 1 3/4" BRASS DISK W/ PUNCH IN "CONCRETE MONUMENT. DOWN 0.75 FEET IN CASE. SSMH 8356 0.9 RIM EL=19.97 60)4)16=12:48 12"01(6)16=12.32 12"01)W(11=12.22 8 SHED FENCE CORNER IS 5.1' 5 & 2.6' W OF PROPERTY CORNER 10 336 ALUMINUM S1DE0YY MOBILE STORAGE CONTAIN[R FENCE CORNER IS 0.7 W OFR WAREH50' E OUSE OF SAVE/ 15PL IME6506 0L I80315} 59p,1T0p I 3644'. 1 -STORY WOOD FRAME HOUSE FOUND REAR W/ YELLOW CAP HD CRONES 0 29537"7" HELD FOR POINT ON LINE BETWEEN PLAT OTS 7 AND 8 69 (PUL R GH aHP vL CWAY) LEGAL DESCRIPTION PARCEL A: LOTS 1, 2 AND 3 AND THE WEST 30 FEET OF LOT 4, ALL IN BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24. IN KING COUNTY, WASHINGTON. PARCEL 4: THE EAST 10 FEET OF LOT 4 AND ALL OF LOT 5, BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THERE06 RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 119 FEET THEREOF. PARCEL 2: THE NORTH 119 FEET OF LOT 5 AND THE NORM 119 FEET OF THE EAST 10 FEET OF LOT 4, BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, VOL 11, PGS. 24, IN KING COUNTY, WASHINGTON. PARCEL 0: LOTS 6 AND 7, BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO 111E PLAT THEREOF RECORDED IN V02081111 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. PARCEL 6: THAT PORTION OF THE PUGET SOUND ELECTRIC RAILROAD RIGHT-OF-WAY IN THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BOUNDED ON ME NORTHEAST BY MAULS AVENUE, ON THE SOUTHWEST BY SR 181, ON THE SOUTHEAST BY RIGHT-OF-WAY NUMBER 4 AND ON THE NORTHWEST BY RIGHT -CF -WAY NUMBER 5, BOTH RIGHTS-OF-WAY AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639; EXCEPT THE WESTERLY 2100 FEET CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NUMBER 200502 10001490; TOGETHER VAN THAT POR0ON OF VACATED 8411LE AVENUE LYING BETWEEN THE FOLLOWING DESCRIBED UNES, AS CONVEYED BY REVISED QUIT CLAIM DEED RECORDED UNDER RECORDING NUMBER 20051212000789 A UNE BEGINNING FROM THE MOST NORTHWESTERLY CORNER OF LOT 1, BLOCK 17, HILLMAN'S SEATTE GARDEN TRACTS; THENCE SOUTH 48'18'29" WEST, ON A RADIAL UNE TO SAID RIGHT OF WAY, 20.00. FEET TO THE SOUTHEAST CORNER OF RIGHT-OF-WAY NUMBER 5, AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639; AND A LINE BEGINNING AT THE NORTHEAST CORNER OF RIGHT -0 801 NUMBER 4, AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639; THENCE BEARING NORTH 54' 13'12" EAST, 20.00 FEET, TO INTERSECT THE EAST RIGHT OF WAY OF MAULS AVENUE SOUTH. BASIS OF BEARINGS N3828'STW BETWEEN TWO MONUMENTS FOUND AT THE CENTERLINE OF INTERURBAN AVENUE 5. - NAD83/91 NORTH ZONE REFERENCES 1. NORTON DENNIS & ASSOCIATES RECORD OF SURVEY, RECORDED JANUARY 5T1, 1984 IN BOOK 38 OF SURVEYS, PAGE 186, UNDER KING COUNTY RECORDING NUMBER 8401059003. 2. RECORD OF SURVEY, RECORDED MARCH 901, 1984, IN BOOK 39 OF SURVEYS, PAGE 112, UNDER KING COUNTY RECORDING NUMBER 8403099004. E 3. HIL0MAN'5EATTE GARDEN TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, UNDER KING COUNTY RECORDING NUMBER \\� 19031130S281147. SCHEDULER ITEMS I 16. THIS SITE I5 SUBJECT TO ANY FUTURE RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF SAID PREMISES LYING WITHIN A RAILROAD RIGHT-OF-WAY PURSUANT TO TILE 43, UNITED STATES CODE, BECTON 912 (RAILROAD RIGHT OF WAY ABANDONMENT ACT). (NOTED HERE) 18 NIS 51TE IS SUBJECT TO AN EASEMENT FOR LIGHT AND POWER DISTRIBUTION DISTRIBUTION SYSTEM FOR THE DISTRIBUTION AND SALE OF ELECTRIC POWER A5 DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 1685693 (UNABLE TO PLOT, INSUFFICIENT LEGAL) 19. THIS SITE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD A5 DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 6557639. (SHOWN AS ROW 44 & 5 HEREON) 20. THIS SITE I5 SUBJECT TO AN ELECTRIC TRANSMISSION AND OR 010001BUTON LINE EASEMENT INCLUDING INE TERMS AND PROVISION CONTAINED THEREIN AS DISCLOSED BY INSTRUMENT RECORDED. UNDER KING COUNTY RECORDING NUMBER 9012211358. (UNABLE TO PLOT. AS 009740CTED) 21. THE SITE IS SUBJECT TO A WATERLINE ANO TEMPORARY CONSTRUCTION EASEMENT INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20050210001473. (5H0WN HEREON) 22. THIS SITE IS SUBJECT TO A SEVER PIPELINE EASEMENT INCLUDING THE TERMS AND PROVISIONS CONTAINED. THEREIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20050210001488. (SHOWN HEREON) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 1-800-424-5555 (811) PROJECT NUMBER 19173 23 24 /29/2021 10:18 AM d ,1-1201.91917.3001NECRINORNALSHECTS19173 Cl. SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. R=28' (TM) 30+0000, DRIVE B =- 1+6454, 1+84.54 S 143RD ST DECORABVE FENCE 20100004 DRIVE A = 416879, 143RD ST 9 8' TALL SNE 1 OBSCURING &AGK CHAIN LINK FENCE IS SLA 6' TALL BLACK CHAIN LINK FE7VCE S 143RD PLACE PIOR/GHT-OFWAY) 00, ,DRIVE 8 9, S\143R0 '\ \�` S 133RD Si 5134/ ST 143RD S 143R0 PL TH ST 0. cD VICINITY MAP f = 1,500' 1 SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU Doo., 1-800-424-5555 (811) SEE STAMP DATE DESIGNED PRESTON ✓. CONCONT, MARY MOORE z 3 K 50 mL aQ 2 aH CC H CO U � w 0_ e a et SHEET C1. 03 3 OF 17 PROJECT NUMBER 19173 N 25 26 20 1,9 i191 730croEERNO INAC SHEETS 9 7/20/2027 70 78 SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. STORM DRAIN INLET PROTECTION Or) 1 a-�143RpgNEET :vTT(PUBRlRiT-OFWAYJ g ( -w s= -eH/ 222 se�ee, Title d WATER EASEMENT PEit \ __ -22- - 222 , �. ��s� r. N0. 2005021000473, - \ \ \ - - - - - x 11* 0 21 Cc4Y9 UCTI0V - ica-2,4- - \ \NOTE. NS/EARLY GEAR AND ENTRANCE (TVP) \ \ GRADE PERMIT DOES NOT AR - INVOLVE GRADEERMITUNDERGROUND S NTY' (� \ 1 six WORK. FUTURE UIIL/RES SHOW 1 A _ - _ FOR REFERENCE GVLY. 1 /�` 0 KNU00DI j IN1ERURBAN 14300 URBAN AYE/S IN1ER280-00071 I REMOVE EXISRNC ON- (S/TE BUILDINGS AND HARDSCAPE (n1,) PARDO_ E `1 KNU0SON \ 14300 IN0'_RURBAN A0 62\ \ , 1P00000210-0007 PARCEL C G K N DSEN 6341 S 14388 ST 11,1:336560-1665 640 50\ �580M oHp —_ / PROTECT INFILTRATION SITE ! I FROM SEDIMENTARON AND I---_ COMPACTION TNROUGIOUT ` CONSTRUCTION PARCEL B 10 SEWS[ EASEMENT G KNUDSO1 PER RE..NO - -6630 S 16543iB PL 200050210001008 --I' TPk3360-t6�a�. I \ CLEARING UMI7S (n1,) RD 1,l 62Na3�6590'1 j \ SYLT FENCE 1 \ \ II I N I I M. E5�143 \ i I l00 / F/N/9/ (RADE CONTOUR (T)P) E ° 1 25•� I (POBC, R GHT-RD O CE w J WAY EXISTING GROUND CONTOUR (TTP) SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) SEE STAMP DATE 43 ❑ DESIGNED PRESTON J. LONCONT, MARY MOORE SHEET SHEET C201 4 OF 17 PROJECT NUMBER 19173 N 27 28 N /29/202 10-19 AM J X 2019i19173061iVEERINCVINACiSHECT5119 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. 21- VERTICAL CURB AND GUTTER M11HIN FRONTAGE (TVP) PROPOSED RETAINING WALL SEE SECTION (TVP) A -A, BELOW EXTRUDED CONCRETE CURB ON-S/1E Mf1ERE SHOW (TVP.) \ \ \ \ 0 34 TOP: 235 T05 225 TOP. 22 TOP 2 4,20144411.111-� � ` \ TOE 206 �, �_ �h TOIr21 all! MIR al 11141111 movi!iiiiiii;OE 20 3 .: 111116111111Z ..Via PROPOSED CONCRETE MP) PROPOSED ASPHALT (TVP) VI 9P -22- - \ I \ \ \ FINISH GRADE I \ _ CONTOUR (TVP) _ I DOSING GROUND / yCONTOUR (TVP) PROPOSED 8.0.8 40' EX/SDNC ASPHALT PAVEMEN 20' 067' ROW D£OCAn0N 6' NEW ASPHALT PAVEMENT 1MONH VARIES 0-52' 4E7/CAL CY/R8 AND GUTTER SECT/ONO A — S 143RD ST 4" THICK CEMENT CONCRETE 50EWAL8 (6' WICK AT DRIVEWAY) NO SCALE SEE S£C7108 \ \ e -e, 80OW 2.7 MAX 13,08.08. OPO/CA11O6 6' f PROPOSED R.O.W. 30' 4" THICK CEMENT CONCRETE SOMALI(' (6' TN/CK AT DR/18WAY) ^' (VARIES) 871CAL 01/88 AND 02/T7ER NEW ASPHALT PAVEMENT NON VAR/ES 0-32' EX/SRNG ASPHALT PAVEMENT SECTION B -B — S 143RD PL N0 SCALE SCALE: 1" = 30' 0 15 30 60 SURFACE LEGEND - -20- - EX/S71NG GROUND CONTOUR MAW -21 EX757180 GROUND CONTOUR M/NR 20 I7NLSN GRADE CONTOUR MAR 21 FIN/SH GRADE CONTOUR M/NR EARTHWORK QUANTITIES CUT 1,000 CY F7LL 1,000 CY UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG' 1-800-424-5555 (811) 6 w s* SEE STAMP DATE DESIGNED PRESTON ✓. LONGON/, P.E. MARYAIOORE 0 8 0 0 ce CL SHEET GARY SHARNBRO/CH, PROJECT MANAGER C3,O1 5 OF 17 PROJECT NUMBER 19173 29 30 1/29/202110-19 AM 2 X 2019i19173001±17 -0000057-k17511917.7 C4 SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. Rkd EL=2339 off IE=2039— MH 243' RIM EL 2269 17b1(E9E=1039 12"ogsEE=1n ..'m(NwllE=7006 \ VAULT (71464090 TYPE) C88238 TYPE RIM EL, -20.17_ 32 232 ,x 6171/604)12.18.02 -4216 11L622.16 8"CONC(S)I0=17. 67 217-9— 8'010016-2006_ = 12b1(E)IE=17.27 a 1-" cn0Pa E0.00 — _ _ -so 57LF 12"PVC80.0102 C STA. 30+31, 000RT TYPE 1, R/M 22.70 12" IE 0571750 (5) CONNECT TO EX 15 CB 13 STA. 4+43, 19.25' RT 7IYPE 1, IM 20.90 2' IE IN /832 (E) 12" IE /N 7832 (S) 12" /E OUT 1832 (W) "NO PARKING" STA. 20+34, 092' LT TYPE 1, 9/M 21.00 112" IE OUT 1700 (5) 74LF 12' Dl 8 0.0051 CB 14 STA. 5+14 19.25' RT 0PE 1, RIM 21.28 12' IE OUT 1870 (W) "STOP RIM EL=19.97 8111 N)IE=12.48 -142"01(E)IE=12.32 12"0"611104E-7,42 22 �1 TP \ J\ 19 R( 1 L 2, \ O WOV \12DI(62)1L=.28 \\ \ VAULT ▪ mwx20Z 4.5' WYJ STORAGE DEPTH 1' SEDIMENT STORAGE 1' FREEBOARD 65' TOTAL DEM NOTE VAULT UD SHALL BE DESIGNED TO SUPPORT OU1R/GOER LOAD/NG CB 18 STA. 31+04, 041'RT TYPE 2-48; R/M 2381 1?' /E /N 1800 (3E) 12' IE OUT 1800 (N) 11LF 6' PVC 8 01209armour - R/M 2352 6" /E19.00 STA 31+48, 000' TYPE 1, R/M 2325 12" IE OUT 19.25 (NW) CB 12 STA. 3+81, 1925' RT - - -TYPE 1, R/M 2058 12' IE /N 18.00 (E) - 12' /E OUT 1600 (W) - 8 00062 - 41,6 8/OPOD - 12" IE 1845 12" IE 1545 3OLF 12' PVC 8 00050 12'/E 1960_.:' CB 11 617645603 E 128847783 I TYPE 1, SOLID LOCKINGLID RIM 24.93 \ 5' lE/N2083(NE) 8'_/E OUT 2083 (SW) 6' /L" OUT 21.00 (SE) 8" CLEANOUT RIM 2519 8" 1E 21.00 13LF 8" PVC 8 00131 89LF 6' PVC 8, 8 00000 CB 10 M176451.88 E.1288472.20 TYPE 1, SOLID LOOKING LID RIM 2509 8' IE IN 20.83 (NE) 6' IE OUT 21.00 (SE) C: 8 N.176384.39 E128853064 TYPE 1, SOLD LOCK/NG LID R/M 2503 8" IE IN 2083 (SW) 6' /E /N 21.00 (NW) B" IE OUT 2087 (SE) CB7-- STA. 22+09, 0.00' TYPE 1, R/M 2385 12" /E OUT 1580 (S) 4 STA. 11+11, 1505' LT TYPE 1, RIM 2356 8' IL- IN 1523 (NW) 12' /E /N 1890 (E) 12' /E OUT 1890 (SW) 77102 12" PVC 8 00065 (2) 85LF LIMITED /N9TL1RA110N TRENCHES CONNECT MINIMUM 8,100 SE OF ROOF AREA CB 9 N16A E:128852501 TYPE 1, SOLID LOCKING I/O RIM 2520 6' IN 21.00 (NW) 8' IE OUT 2083 (NE) I ( 581F I)" PVC II ®00069 6" CYEANOUT\( R/M 2474 6' IE 21.00 NV 6236 tpN. 401E 12' PVVC_ 20-0125 a\ �ENGS(ftOMPL \ 640''-cF3 s-'90-- 1 �� WO VAULT 10'Wx 202 475' 00 STORAGE DEPTH 1' S£Og1ENT STORAGE 1' fREEBOARD 6.75' TOTAL DEPTH NOTE. VAULT LID SHALL BE DESIGNED TO SUPPORT OUTRIGGER LOAD/NG 0 PL 100 j 1 -STORY 0000 FRAME HOUSE 15LF 6' PVC 0 0..0333 RIM 66 X26 40 12- _2N)10=.3. 641F 72" P 5 0.0062 ) I \ \ i CB 6 STA. 12+37, 14.7" LT TYPE 1, R/M 24.85 J� 6"lE/N2050(N) 2000 (5) 43RD p W )') UT.. RIGHT-OF-WAY) ---- ° ate__ CB 3 STA 10155 2598' RT TYPE 1, SOLID LOCIONG LID R/M 2500 12' IE IN 18.50 (NE) 12' /E OUT 1850 (SE) SEE SHEET C4.02 CB 5 �I�x STA. 22+67 aoo' TYPE 1, RIM 24.31 11" IE IN 19.40 (E) 12. IE IN 1540(5) 12' IE 01/T 15.40 (W) SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGS 1-800-424-5555 (811) SEE STAMP DATE 10 ❑ DESIGNED PRESTON J. LONCONT, MARY MOORE SHEET C4.01 6 OF 17 PROJECT NUMBER 19173 N 31 32 1/29/202110:19 AM .1:201,9i191730GINEERIN6AFINACiSHECT511917.3 04 02050 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. SEE SHEET C4.01 CB 4 STA. 11411, 1505. LT TYPE 1, RIM 23.56 8' /E /N 19.23 (NW) 12"/E IN 1890(5) 12' IE OUT 1890 (SW) 64LF 12" PVC O 50062 CB 3 5-17630206 61288536.19 TYPE 1 SOLID LOCKING UD RIM 25.00 12" /E /N 1850 (NE) 16 12" /E OUT 1850 (SE/ SEE SHEET C4.01 CB 2 8.17619340 6128860010 TYPE 1, SOLID LOCKING UD RIM 25.36 12.1E /N 17.75 (NW) 11' /E 01/T 1775 (SE) - ._4.� / o ��gq ,-' _ a p ��Im& �s�� �� ��/ , --- _ ��CONNECT 10 IV EX CB :' fd54LF 12' Pl2' O 00057 I. k - NNISN GRADE CONTOUR (DP) INTERURBAN AVENUE S (PUBLIC RIGHT-OF-WAY) 30 20 10 CB 1 /617603725 E1288676.45 TYPE 1, SIX/0 LOCK/NG UD RIM 2543 12' /E /N 16.80 (NW) 12' /E OUT 16.80 (5) 0+50 1+00 1+50 2+00 2+50 3+00 3+50 30 20 10 4+00 4+27 SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG' 1-800-424-5555 (811) W LL LL CL 144 J O y 717(I) 01.14� of SEE STAMP DATE 0 DESIGNED PRESTON ✓. CONDOM, P.E. MARY MOORE z 4' K 0 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C4.02 7 OF 17 PROJECT NUMBER 19173 N 33 EXISTING GROUND 64/F 12" PVC O 00062 - j 126CF 12 PVL' 0 00060 O J 1 la /74LF 12" PIC 0 00055 54LF 12" 0 50057 2 TYPE 1, RIM 23.56 8' /E 192 12' lE 16 17 IE 16' T".-)yS4� NL,\ cssi m,NC OFF, //OR 16) N 12' 1£ 17.75 rvi 12 IE 17.75 �� O• o CB 1 TYPE 1, SOLID LA RIM 2543 12' lE 16.80 (N IE 18.80 (E) m m9i. N .9i '1N ,g P:,h Yuki N �� N NN _I. NN 0+50 1+00 1+50 2+00 2+50 3+00 3+50 30 20 10 4+00 4+27 SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG' 1-800-424-5555 (811) W LL LL CL 144 J O y 717(I) 01.14� of SEE STAMP DATE 0 DESIGNED PRESTON ✓. CONDOM, P.E. MARY MOORE z 4' K 0 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C4.02 7 OF 17 PROJECT NUMBER 19173 N 33 34 7/20/2027 70 20 AM J 2079 79773 ENG/NEER/N6IF7NAL iSHEETS t 79173 04.27..0WG SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. 30 20 10 20+50 21+00 30 20 10 21+50 22+00 22+50 30 30 20 .10 23+00 20 10 — _ ------- 21LF 12" 0 00062 PVC i EXIST/NG GROUND I- 0 ROAD f (TYP) - PROPOSED GRADE 0 ROAD c (IYP) — — — — — — — -- EX/SONG GROUND ` 0 ROAD c(TYP) 51� PVC 0 00147 CI� R90 - 1832(E) -1a32(W) -1832 (S) 15 14, ------ i 4 !I TYPE 1, RIM 20.73 1Y/E1870(W) Wh IN m.,.h 5&F 12P" YC 0 0.0069 y g 2 a8 Wh ¢I 12" /E 19.40 (W) 12"1E19.40(N) oro CB 6 TYPE 1, RIM 2`4 85nn 7W' _ 3 aaa W W W 3 12" PVC 90125 PVC EX/SONG ELTr 0 ROAD f(05')1 PROPOSED ELEV. / 0 ROAD f MP) DR/VEA 1/0R10 SCALE' VERT. SCALE, 1 "=30' r=5" 11 h `/ IIN h h h ry h HOU/Z. SCALE1 20+50 21+00 30 20 10 21+50 22+00 22+50 30 30 20 .10 23+00 20 10 30+50 31+00 31+50 30 30 20 10 32+00 20 10 — — — — — _ ------- 17LF 12" `0 00088 EX/SONG GROUND O ROAD f (T!P) — _ PVC PROPOSED GRADE ®ROAD O (DP) — — \ —, — EX/SONG GROUND ` 0 ROAD c(TYP) 51� PVC 0 00147 CI� PE 2-48; M2581 /E 11100 (SE) IE 11100 (N) o^; D] � 1' R/M 23.25 17'1E 1925 (NW) ------ i 4 !I TYPE 1, RIM 20.73 1Y/E1870(W) Wh Cp ^nom 12" /E 19.40 (W) 12"1E19.40(N) oro CB 6 TYPE 1, RIM 2`4 85nn 7W' V E w w 7715 11" 0 0.0065 2 `�' ",222 N`�WWgc PVC EXsnroc ELEu. 0 ROAD £ (n9) PROPOSED ELES 0 ROAD f (TYP) PL 1"..-30' 1"=5' 11 EXlsnED!NED!DRIVE N B 0 ROAD f (T)P)1 HOU/Z. SCALE1 "=30" 7® 12' 01 8cseses W W W \ VEPE SCALE 1"=5' N N N ' Na N 30+50 31+00 31+50 30 30 20 10 32+00 20 10 — — — — — _ ------- `0 EX/SONG GROUND ROAD f (IYP) — \ —, — EX/SONG GROUND ` 0 ROAD c(TYP) ------ i 4 !I TYPE 1, RIM 20.73 1Y/E1870(W) 12" /E 19.40 (W) 12"1E19.40(N) oro CB 6 TYPE 1, RIM 2`4 85nn 7W' h w. ?2. 7715 11" 0 0.0065 2 `�' ",222 N`�WWgc PVC EXsnroc ELEu. 0 ROAD £ (n9) S 143RD HORIZ SCALE.' VERT. SCALE PL 1"..-30' 1"=5' 11 1 h N h 62LF 12' Dl 0 0.0052 10+50 11+00 11+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 30 20 10 6+00 12+00 12+50 30 20 10 13+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGS 1-800-424-5555 (811) W Oc cc V vJ h SEE STAMP DATE 0 0 DESIGNED PRESTON ✓. CO✓OON,, P.E. MARY MOORE z a 0 0 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C4.21 5 8 OF 17 PROJECT NUMBER 19173 N 35 — _ ------- 57/012'PVC' ---—�i \ —, — EX/SONG GROUND ` 0 ROAD c(TYP) ------ i 4 !I TYPE 1, RIM 20.73 1Y/E1870(W) 16g:, 797 1775 (E) 17.75 (5) 11 62LF 12' Dl 0 0.0052 7® 12' 01 8cseses W W W CN - �v� '' J 157[0 0 If 0/ 0.0053 EX/SONG 0 ROAD HW, ELEV. f (TIP)1 W. X TYPE 2-48; MANHOL RIM 22.82 12" IE 1717 (E) 12" /E 1717 W 6-1E 1767 (S) NN 2a w RD ST 50. 1 "-30' LE 1=5" 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 30 20 10 6+00 12+00 12+50 30 20 10 13+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGS 1-800-424-5555 (811) W Oc cc V vJ h SEE STAMP DATE 0 0 DESIGNED PRESTON ✓. CO✓OON,, P.E. MARY MOORE z a 0 0 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C4.21 5 8 OF 17 PROJECT NUMBER 19173 N 35 36 12019 is 7J LN/NEERNC FNAL SVEETSI s 7.3 C4-3.011' SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. 8,d" 7•d" 6" TYPICAL 41d" MEDIA AREA WALL THICKNESS WALL THICKNESS UNIT ID: WEST BPU-461B WADOEGULD OUTLET, 01800' OPENING FOR 012.00"PVC. 0, 77,85'1 04.00" PVC OUTLET ORIFICE CAP INTO OUTLET CHAMBER. D p�� DIVIDER WALL NOTES: 1. DESIGN LOADISGA a PASHTO 11.10-41.1 IMPACT EWFORC ARIT SIN THIS =E -s LELow NOTES: I. SLABSHOWN IN MS n1ER TABLE =s BELOW VIEW OR NOT Treatment Flow Capacity 25.6 gpm / 0.057 cfs Int! b BYPASS WEIR, EL' 2112' covERS SHOWN IN PHANTOM. ,Esr 40 ESSCRE COVERS SHOWN IN PHANTOM. m4.9o•sLo TEowc E. IATEPAL LIVE TOAD SIAGSIABOE 4BePEE EBuxonnaxs SRA% E =40 UNDERDRAIN. SLOTTL. HE Eoa LS Treatment Flow Capacity 25.6 gpm / 0.057 cf$ td" BYPASS WEIR, EL: 20.57 �� �1�A IIP. amu',', uEu uvELwnsOR xwO wasp 04.00' SLOTTED PVC ( sorowe[iowoanneLN 113.1 „Flg ort UNDERDRAIN. m�mwnoxs. 5,0" a•d'2 GRAIN GOWN DEVICE,M1011111 SK -0%2. WW � ,I. ,.• 2,,2,2222222,22,022,222,222222,22 sum Ps NNAUA SMALL BE xT.aEaN+AMA xaTsd+ GRADE SO. GE�°Ak Mk nr. B. CEKBASTAm A+sPECIFI INLET, 016.001 OPENING FOR 0120P PVC, IE: 1890 78,85' IF! , ENERGESFOR E. eln ENERGY DISSIPATION nsnn cs ♦ J xt 'INLET WINDOW, EL: 25577. TIASS.IU TAE PLAN VIEW ECU 14.11.5.E.11 LOAD. FAL PASOATE AB I GOES P 1%036.00" BOLTED 6ITED ACCESS COVER, AFrAA PIPES APE 11.19TH.O.ALINANINIA 2%018.00TRAFFIC RATED CAST IRON COVER, WITH H00%036'x0" GRADE RING. SPACES... SEABEES VAL11.1411111.1U14 OF WITH 20 018"x6' GRADE RINGS. FIELD POURED CONCRETE COLLAR REQUIRED, 30001531 CONCRETE FOP RAI THICESEB5 OF FIELD POURED CONCRETE COLLAR REQUIRED. BY OTHERS.PRECAST PIPES ARE TOSE RUSS 5 W4, LLE OF THE CONCRETE BY OTHERS. FM/JUST TO GRADE srauc,vaE. RIM: 2375 .1111AE 14151.12 RIM:1375 �--6. Tr�.r..� RIM: 23.75 solo ELBVNnoxsm hdiiimi --� oPFNiNos. MEM6DIVIDER WALL GRAIN DOWN DEVICE, + t• MART) SKID JOINT 11"SLAB + ILE. LEVESPEL PER DIVIDER WALL BYPASS WEIR, EL 27.12, �� 5.85 DIVIDER WALL BYPASS WEIR, EL' 2057' III������III 4,8$' SK -0962. 4k18'INLETWINDOW, BYPASS WEIR ESS WEIR' ; + G+ssnx0 EXTERNAL PIM. Br + wPcxwucMn B. CMuvsaowrtN ..ASN AKA'A ...ANN SOCKS 3.15/.141.700 LES. 4NIN INLET EL.2052' INLET, 018.00"OPENING FDBm1z.Bg•Pvc, NEARSIDE. Nil Ipi 4,08. INLET wlrvmow, EL:2597 INLET, 016.00" OPENING FOR OLIN•PVC• nFaRsmE. �, zoo^ end^ 8.35 -PRELIMINARY- NOT FOR CONSTRUCTION EL: 2L12 MULCH EL: 20.57 R MULCH • rJ2.001 2.6]'INN 18.00'SbrtnMix'N MEDIA P OWImtleInfraswcture- a ElI 12.B00'7 • ' _•_.•: ..' 100SIOrtnMi^ MEDIA -0" em Infrastructure" sxtActN IE: • E. 18.95 INLET.016.00'OPENING EL: ' �', llEil' - 600' DRAIN ROCK lil AIM&=�iEI FOR 012.00' PVC. 1545 7NI11141 M471IIIWWl:+: E001 DRAIN ROCK er mY eT A E 1790 ABM&EL OET001.60"OENG 04.00' PVC OUTLET ORIFICE CAP INTO OUTLET CHAMBER. m e rglIJ,YWZA-KING COUNTY, Wq M3 SECTION D -D SECTION A -A 1740 OUTLET, 016.001 OPENING DRAIN GOWN DEVICE, 0a001 SLOTTED NA eNtl Vault w'ISystemler UMg MN Internal FOR 012.01% PVC. SK-0%2.PVC UNDERDRAIN OUTLET, 01500" OPENING COBBLES FOR ENERGY FOR 01200" PVC FARSIDE. nh+m Core Design Inc. CAP DISSIPATION 04.00' PVC OUTLET T CHAMBER. INTO OUTLET CHAMBER. BRX ]UMWIU•NI//CCLY/NII; WA @REV) DESCRIPTION DAT191E BPB) SECTION D -D SECTION A -A 7773>2±7,,,CBx.aa 0 CHANGED RIM ELEVATION, INLET IE B OUTLET IE 5110)20 Nuam t REV) DESCRIPTION BY DATE 10F1 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/5/ 1-800-424-5555 (871) SEE STAMP DATE ❑ DESIGNED PRESTON ✓. CONCONT, MARY MOORE Z 5' SHEET C4.31 9 OF 17 PROJECT NUMBER 19173 N 37 6" TYPICAL 41-011 MEDIA AREA WALL THICKNESS UNIT ID: EAST BPU-461B WADOE GULD OUTLET, 016.00" OPENING FOR 01200"PVC. /545 04.00' PVC OUTLET ORIFICE CAP INTO OUTLET CHAMBER. D lillaa l DIVIDER WALL NOTES: I. SLABSHOWN IN MS n1ER TABLE =s BELOW VIEW OR NOT Treatment Flow Capacity 25.6 gpm / 0.057 cfs b BYPASS WEIR, EL' 2112' A�II'� �L ESSCRE COVERS SHOWN IN PHANTOM. m4.9o•sLo TEowc E. IATEPAL LIVE TOAD SIAGSIABOE 4BePEE EBuxonnaxs SRA% E =40 UNDERDRAIN. SLOTTL. HE Eoa LS s•-0" a•-0" DRAIN DOWN DEVICE, T2• SK -0%2. A WW � ,mel MPIJ'II T \' I BR.LLBBs Pg,xmBN. eTRENeTN r.ragroTt xT.REBw,rs ""OR H BMz T,0 GE�°Ak Mk nr. B. CEKBASTAm A+sPECIFI INLET, 016.00' OPENING FOR 012.00" PVC, IE: 7945' 1 COBBLES FOR s_ ENERGY DISSIPATION •�i 4'x14 INLET WINDOW, I. nsrN cels EL: 11%INL zx F- 62' +. ;145ETE1A.TBEE,LEEE,OCE0 TO "TA D PLAN VIEW 1r= rT°11=1.7t7C'RE B. OVERSIZED BOLES SO AGG401.1.110ASE .3MM 10036.00' BOLTED 6 GASKETED ACCESS COVER, 2%018 00" TRAFFIC RATED CAST IRON COVER, WITH 1%OM.x6" GRADE RING. WITH 21, 018k8' GRADE RINGS. FIELD POURED CONCRETE COLLAR REQUIRED, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS.5 y4, NPIPES TOSE rE BY OTHERS. ADJUSTTOGRAOE amucruaE_ RIM: 2385' RIM.2385' RIM. 2385 N+o F1EVnnOMCOF -L' °PENN... DIVIDER WALL GRAIN DOWN DEVICE, WCE,Lilinlaillini 1 tt'SLABCONTRACTOR. MART)SKID JOINT RESPONSIBLE LO ELPEa PaaEcr aa. 540, DIVIDER WALL BYPASS WEIR, EL 27.12, �� 4.40' BK -0962. 4'x18'INLET WINDOW. EL 2092 BYPASS WEIR 1111 ki* �` E� NnOMR. + OLEsnxo[xrEOxu Pwrwer xruxw + BMelcxwTlorn B+sEcBwOEowrtx aocxa4.c...... LBs. ' gill 4NIN INLET EL.2052' INLET, 018.00"OPENING FDBm1z.Bg•Pvc, NEARSIDE. t. �•� zoo" 610" 5.'/ - PRELIMINARY - NOT FOR CONSTRUCTION - EL: 2L12 MULCH R • rJ2.001 2.6]'INN 18.00'SbrtnMix'N MEDIA P OWImtleInfraswcture- a IE. 7945 IE: • S INLET.016.00'OPENING EL: ' �', llEil' - 600' DRAIN ROCK 1845 - AIM&=�iEI FOR 012.00' PVC. 1545 ATp '03110 EL.ill! 77.87 OUTLET, 018.00'OPENING DRAIN DOWN DEVICE, 04.00. SLOTTED 14 BiOPM^'B114441 System Mer,. Vault with Internal Bypass A FOR 012.00'P00. BK -0%2. OUTLET, 016.00" OPENING PVC UNDERDRAIN FOR 012.00' PVC, FARSIOE. COBBLES FOR ENERGY 04,4 Care Design Inc. 04.00' PVC OUTLET ORIFICE CAP INTO OUTLET CHAMBER. m e rglIJ,YWZA-KING COUNTY, Wq M3 SECTION D -D SECTION A -A SEL)" CHANGED RIM ELEVATION. INLET IE 6OUTLET IE 51201 @REV) DESCRIPTION DAT191E BPB) 0 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/5/ 1-800-424-5555 (871) SEE STAMP DATE ❑ DESIGNED PRESTON ✓. CONCONT, MARY MOORE Z 5' SHEET C4.31 9 OF 17 PROJECT NUMBER 19173 N 37 38 1/29/2027 7220 AM ✓ 1 2019 1 7 9 7 73 OG2NEERRNC�FFNAL SNEETS t 19173 C4.31.0116' SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. 30 WEST WATER QUALITY VAULT INTER/OR PLAN VIEW WO DESIGN WS ELEV. 1900 20 10 FINISHED GRADE (TYP) TOP LID ELEV. 21.98 BOTTOM LID ELEV. 20.98 30 20.0' 6.5' TOP OF SEDIMENT STORAGE ELEV. 15.48- 20 80770111 OF VAULT ELEV. 14.48 WEST VAULT SECT/ON A A WEST WATER QUALITY VAULT DETAIL A -A 1.4 SCALE 10 0+35 1:4 SCALE 30 WO DESIGN W5 20 10 FINISHED GRADE (TYP.) ELEV. 19.00 TOP LID ELEV. 21.98 BOTTOM LID ELEV. 20.98 10.0' INLET PIPES SUBMERGED 1' MIN (TYP.) .5 0' f TOP OF SEDIMENT STORAGE ELEV. 15.48 BOTTOM OF VAULT ELEV. 14.48 WEST VAULT SECT/ON B -B WEST WATER QUAL/TY VAULT DETAIL B -B 1:4 SCALE 30 20 10 0+30 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/G/ 1-800-424-5555 (811) LLI 07 O Q SEE STAMP DATE 0 DESIGNED PRESTON J. CONCONT, MARY MOORE 0 SHEET SHEET C4.32 OF 10 17 PROJECT NUMBER 19173 N 39 40 1/29/2027 7220 AM ✓ 1 2019 1 7 9 7 73 OG2NEERRNC�FFNAL SNEETS t 19173 C4.31.0116' SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. 20 10 I EAST WATER QUAL/TY VAULT INTER/OR PLAN VIEW 1:4 SCALE I7NISHED GRADE (TYP) WO DESIGN WS ELEV. 19.40 TOP LID ELEV. 2214 BOTTOM 1/0 ELEV. 21.14 20 TOP OF SEDIMENT STORAGE ELEV 15.39 BOTTOM OF VAULT ELEV. 14.39 EAST VAULT SECT/ON A A 30 30 20 20 10 10 FINISHED GRADE (TYR) `TOP UD ELEV. 2214 WO DESIGN WS ELEV. 19.40 � - BOTTOM LID ELEV 21.14 8.78 TOP OF SEDIMENT STORAGE ELEV. 1539 BOTTOM OF VAULT ELEV. 14.39 EAST VAULT SECT/ON B -B 30 20 10 0+44 0+36 EAST WATER QUAL/TY VAULT DETAIL A -A EAST WATER QUALITY VAULT DETAIL B -B 1.4 SCALE 1:4 SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU OIG! 1-800-424-5555 (811) h CCO Q SEE STAMP DATE 0 DESIGNED PRESTON J. CONCONT, MARY MOORE 3 0 SHEET C433 11 OF 17 PROJECT NUMBER 19173 N 41 42 7/20/2027 70:20 AM 2 2079 79773 0G/NEERINGIF7NAL iSHEETS 79173 C5 07.0WG SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. VB 48244 TYPE f — RIM EL=22.49- O4 _ 8.'21(E)IE=20.29 SSMH 68243' RIM 04=22.64 12 E)IE=10.38 12 01(81(S5)15=10.18 2(88)IE-10.08 VAULT (UNKNOWN TYPE) TYP 1 RIM EL=22.16 -'1� 8'OI(61 0 20.06' 2-8 GO2 8)IE-20.06 - M H "NO PARKING ss HYDRANT C6 8238 TYPE 1 RIM EL=20.17 6'820)9(10=18.02 81.CONC(S)I3=1767 12'01(09E017.27 CB 48162 TYPE I 264 EL=24.54 12'01(SE)IE=20.02 18601(90)IE=19. 69 1-1/2' WATER METER W/ 2' FEBCO 825YA RPBA 10 WATER EA EM (OR EOL/AL) IN HOT BOX (CONTRACTOR 70 PROVIDE SHOP DRANK FOR CITY APPROVAL) 6" CLEANOUT -- _ - - R/M 24.48 6'151600 -- _. __■ 13LF 6' 0/ ®0.4054 "NO PARKING" MH 48356 RIM EL=19.97 66'01(4)16=12.46 12"OI(E)IE=12.32 CHb----.1_"01(14LE- 11.22 h -- Hp —22- _ ftIM EL=24.89 12"2109901E=21 .07 '01)50 1E=21 07 101 SEWER EASEMENT PER REC. NO 20940210001288 11861.92 7.6.7' RT '\_\ \ 1-8"x8' TAPPING TEE (FL) (/FRIFY MA/N 5120) \ \ \ I-6' GATE VAL VE (FZxMJ) o {y/ CWVC BLOCK/NG \ ...- \ 6238 '7712 9\ SHED I 6,9g o,5 12 \ X406 0 M $1250 MOBILLE STORAGE CONTAINER \ \ jape 9001"10 I V\ 11 1 1 -STORY PROPOSED 8'DCVA M000 FRAME PER CITY S70 011 XX HOOSE EX FIRE 1 HYDRANT \ 0 IM EL b'UI(N)IE II '� K3 \, \ 8'01(5)15 11 \ ( \ V 12'01(090/E=11.00 (PUBLI 43RD PLACE C GHT-pF -AY) SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) SEE STAMP DATE 12 ❑ DESIGNED PRESTON J. LONCONT, MARY MOORE z 3 80 E` LLI ti W2 • SHEET C5 01 12 OF 17 PROJECT NUMBER 19173 N 43 44 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E., W.M. S 143RD STREET (PUBLIC RIGHT -OF --WAY) START DECORATIVE BLAC DECORATIVE BLACK METAL MAN GATE 3 ROOT BARRIER (TYP.); SEE SHEET 1.2.31 FOR DETAILS - 2 HT RETAINING WALL; SEE CIVIL FOR DETAILS END DECORATIVE BLACK METAL FENCE, START 8' HT BLACK POWDER -COATED CHAIN LINK FENCE,:_ -- WITH SLATS SECOND FRONT YARD; TYPE I LANDSCAPE PARKING LOT LANDSCAPING STALLS IN WESTERN LOT:6 STALLS IN EASTERN LOT: 20 REQUIRED PARKING LOT LANDSCAPE: 290 SF (PER 18.52.030.TABLE A) PROVIDED PARKING LOT LANDSCAPE: 625 SF PARKING LOT LANDSCAPE AREA: 491 SF REQUIRED PARKING LOT TREES: 5 LARGE TREES (PER 18.52.030.E.2.C.) PROVIDED PARKING LOT TREES: 5 LARGE TREE (PER CITY APPROVED TREE UST) PERIMETER LANDSCAPING TYPE I LANDSCAPE: 900 LF (EXCLUDING DRIVEWAYS AND UTILITY EASEMENT) (ALONG S 143RD STREET, INTERURBAN AVENUE 5. AND 514366 PLACE) TYPE II LANDSCAPE: 225 LF (ALONG EASTERN PROPERTY LINE) REQUIRED NUMBER OF PERIMETER SHRUBS: 185 (1 PER 7 LF WITHIN TYPE I LANDSCAPE, 1 PER 4 LF WITHIN TYPE!! LANDSCAPE) PROVIDED NUMBER OF PERIMETER SHRUBS: 523 PLANT SCHEDULE 6 TYP. SIDE YARD TYPE II LA Aei FRONT YARD; TYPE I LANDSCAPE.. TREE (TYP.); SEE SHEET (.2.31 FOR DETAILS PARKING LOT LANDSCAPE ISLAND REQUIRES STRUCTURAL SOILS (TYR); 'rt SEE SHEET L231 FOR DETAILS GROUND COVER (TYP.); SEE SHEET L2.31 FOR DETAILS END 8' HT BLACK POWDER -COATED CHAIN LINK FENCE WITH SLATS, START 6' HT BLACK POWDER -COATED CHAIN LINK FENCE PROPOSED INTERURBAN AVE STREET TREE (TO MATCH EXISTING TREES WITHIN PLANTER (TYP.) LAWN (TYP.) EXISTING STREET TREE WITHIN PLANTER (ESTIMATED LOCATION)(TYP.) SHRUB ITYP.); SEE SHEET L2.31 FOR DETAILS j6. awy ADJUSTED SECTION OF TYPE I LANDSCAPE �J- INFILTRATION TRENCH (TYP.); SEE CIVIL FOR DETAILS 2.5'WIOEMULCH MAINTENANCE PATH (TVP.) DECORATIVE BLACK METAL. FENCE 12.5' J SCALE. 1" = 20' 10 20 BOTANICAL NAME A A LIM ARRERGa, AGEE COMMON NAME APOLLO SUGAR MAPLE GINKGO B.. PRINCE. SANT. PR.,. SANTRY GI.. 9 MAGNOLIA ...SO. MIAL VICTORIA PINGS STROBLIS.FASTIGIATAL . BOTANICAL NAME ▪ PA MELIAGRANDIFLORA LAILLOSOOPE KALEIDOSCOPE GLOSSA A.. MARE SOM.. MAGNOLIA MARE SOUTTIERN MAGNOLIA PYRAMID. WHITE PINE RAO CASCADE MOUNTAIN A. COMMON NAME • GOPNUS SARI°. xass., [} vs MAPONIA PAEANS • ANNICA LPFORNICA DOMES,. MPACTA NSO CRAWSWiAVPaERASUS Orto LUMEN • Se SmPAEA MPONICA TAN ,M • as n ANNUM DAVID11 sMAProO [RAMP!. MANONIA AMETALOGRAAN ARBORVITAE DAVICAMONAM BOTANICAL NAME COMMON NAME GALLAMAGNO.S.C.FLORA rEATICAR RAMP GRASS • AMR. SLAB. coves Qiy BOTANICAL NOMA swnN sws BOTANICAL PASO. AacronAPNTCDSUVAuvs TATRA. CMP END 6' HT BLACK POWDER -COATED CHAIN LINK FENCE SECOND FRONT YARD; TYPE I LANDSCAPE (PUB 143RD PLA L/C RIGHT -0f COMMON NAMA IMERALO CARPET WRUNG, P58 SE GALILIXERIA SILIALLON AA. Ma BOTANICAL NAME AGA.. LAWN COMMON NAME G. CAL MIN A. CAL MIN [AT MIN p GAL M NT MIN SPACING COMMENT, AS SHOWN STREET TREE CAJAL. AS GROWN MLR. TRA A CAMI AS SILIMAIN WALL ARAN.. WELL BRANCHED SPACING SPACING commEnrs EMT G ANIS. PALL &BUS. RILL G MAINTAIN.. FIT ARIA N ANS. CALL NBA.. COMMENTS MAL BBB.' SPACING COW.. SPACING COMMENTS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) 11 3 CARY SHARNBROICH, PROJECT MANAGER PROJECT NUMBER 19173 45 46 SW1/4, SE1/4, SEC. 14, TWP. 23 N. RGE. 4 E. W.M. M1 1 i X ROOTBALL DIA. 2 X ROOTBALL DIA. GROUNDCOVER 2' LAVER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL DETAIL: PLANTING GROUNDCOVER NOT TO SCALE 1;X ROOTBALL DIA. 2 X ROOTBALL DIA. DETAIL: PLANTING SHRUB PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE REMOVE ALL BURLAP FROM ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL NOT TO SCALE INSTALL ROOT BARRIER ON ONE OR BOTH SIDES AS NECESSARY RANTER STRIP NOTE: 1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL PRODUCT A MINIMUM OF 7S BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TO HARDSCAPE & UTILITIES. 3. ALL TREES LOCATED WITHIN 8' OF HARDSCAPES AND WITHIN 5' OF UTILITIES TO RECEIVE ROOT BARRIER. 4. NO BARRIER SHALL BE INSTALLED BETWEEN A TREE AND ANY ADJACENT STRUCTURAL SOIL AREA. DETAIL: ROOT BARRIER In. el. **"\-s y a op _ w 4 p*** ***0 4 -no no no no no EQUAL PLANT SPACING PER PLANT TYPE; SEE SCHEDULE EQUAL EQUAL NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18' SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'):42' LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING GROUNDCOVER SPACING NOT TO SCALE STAKING NOTES: RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120° SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) 1; X ROOTBALL DIMENSION STAKES SHALL EXTEND A MIN. OF 12' 1' INTO UNDISTURBED SOIL 3 x ROOTBALL DIA. DETAIL: PLANTING TREE PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL W ITH SOIL MIN. 2" MULCH; 00 NOT PLACE IN CONTACT WITH TRUNK MIN. 4' DIAMETER TREE RING FOR TREES PLANTED WITHIN LAWN 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE REMOVE ALL BURLAP FROM ROOTBALL TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATEDIUNDISTRUBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING NOT TO SCALE -11-114-11-11-1 = BARE. ROOT TREPMMICAL PARKING LOT ISLAND a:4r. me three «moments of me muelve eN Tow moisture at non. sneule be lox (AAS TO T -ss opt.. mauve). S/enyal/ na(Vixeea MtImLe42 hs91v(P4 sa*m:11,44eyj5-enttqwgmNroe eluy S2OA* ot. y np ryaNAwa away on top m"" g:. o blmM, DETAIL: STRUCTURAL SOILS LANDSCAPE NOTES 1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE. 4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO SITE GENERAL CONTRACTOR AND ALL OTHER TRADES AS REQUIRED. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY QUANTITY AND UAUTY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE THE HE Q SUBSTITUTIONS CONTRACTORNLHALLADE UTNE THE APPROVAL VALEWER'S REPRESYNTOPROVIDETHECAMEL AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1. 7.1 THE LANDSCAPE CONTRACTOR SHALL DELIVER MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE 15 RECEIVED. 8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET. THESE INCLUDE 9' BELOW FINISHED GRADE FOR PLANTING BEDS AND 5" BELOW FINISHED GRADE IN LAWN AREAS. 11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING PLANTING BEDS AND LAWN AREAS TO FINISHED GRADE USING APPROVED TOPSOIL TOPSOIL DEPTH SHALL BEA MINIMUM OF 6' IN PLANTING BEDS AND 4" IN LAWN AREAS. TOPSOIL SHALL BE PACIFIC TOPSOIL THREE-WAY MIX OR SIMILAR AND SHALL HAVE A PH RANGE OF 5.0 TO 6.5. TOPSOIL SHALL BE ROTO0LLED A MINIMUM OF 6' INTO EXISTING SOIL LAYER. 13.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 14.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED GRADES BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR LAWN INSTALLATION. GRADES SHALL BE SET 3' BELOW ADJACENT HAROSCAPE SURFACES FOR PLANTING BEDS AND 1' BELOW FOR LAWN AREAS. 15.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2' DEEP LAYER OF MULCH IN ALL PLANTING BEDS. 16.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 17.) FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DEUVERED. FERTIUZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND SOIL TESTING LAB'S RECOMMENDATIONS. 18.) WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'S WORK OR MORE FREQUENTLY A5 REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT INA NEAT AND CLEAN CONDITION UPON COMPLETION 08108. 19.) IFA DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 20.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL 21. SOILS LOCATED IN PLANTING AREAS THAT HAVE BEEN COMPACTED TOA DENSITY GREATER THAN THAT PENETRABLE WITH A HAND SHOVEL APPROX.. 85% SHALL BE LOOSENED TO INCREASE AERATION FORA MINIMUM DEPTH OF 182800 D FOR THE OILIAMENDOENTSECOMPACTED SOILS UTFORLANDSCAPEAMENDMENTS NTIMPORTED TOPSOIL SHALL T PLANTING. INTO LOOSENED SUB GRADE TO A MINIMUM DEPTH OF 6". VERIFICATION OF THE NEED FOR ADDITIONAL SOIL AMENDMENTS WILL BE MADE AT THIS TIME. RECOMMENDED AMENDMENTS SHALL BE APPLIED PRIOR TO PLANTING. 22.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ONSITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFFSITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 24.) OWNER SHALL APPROVE PLANT MATERIAL& PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED.IN, KEPT MOIST AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 25.) TREE PITS SHALL BEA MINIMUM OF THREE TIMES (38) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS. 26.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE. SIZE AND STRUCTURE. 27.) STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES: A) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN. 28.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. 29.) ALL TREE STAKES TO BE REMOVED AFTER A PERIOD OF TWO YEARS. 30.) ALL SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH EROSION CONTROL FABRIC INSTALLED PER MANUFACTURER'S SPECIFICATIONS OR OTHER APPROVED EROSION CONTROL METHOD. 31.) THE LANDSCAPE CONTRACTOR TO FOLLOW TMC 18.52.080 FOR PLANT MATERIAL SELECTION. 32.) THE LANDSCAPE CONTRACTOR TO FOLLOW TMC 18.52.090 FOR SOIL PREPARATION, PLANTING ANO IRRIGA00N PRACTICE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 7-800-424-5555 (817) SEE STAMP DATE F Q ❑ DESIGNED WANQIN SU JOSHUA P. BEARD APPROVED JOSHUA P. BEARD CARY SHARNBROICH, PE PROJECT MANAGER SHEET L2 31 14 OF 17 PROJECT NUMBER 19173 47 48 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E., W.M. PIPE SLEEVE (TYP.); SEE SHEET L3.31 -FORDETAI_L_ MAINLINE PIPE (TYP.);-------------- SEE SHEET L3.31 FOR DETAIL SEE SHEET L3.31 FOR DETAIL-10.--�-,,,,� 5143RD STREET (PUBLIC RIGHT-OF-WAY) 1116==-1Cf .. NOTES 1. IRRIGATION DESIGN IS SCHEMATIC: - ALL IRRIGATION WORK TO BE PERFORMED WITHIN PLANTING BEDS EXCEPT FOR SLEEVING. 2. NUMBER OF SLEEVES TO BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION. 3. SHARE TRENCHES WHEREVER POSSIBLE BETWEEN LATERAL AND MAINLINES. , TURF ROTARY (TYP.); SEE SHEET L3.31 FOR DETAIL 111 rit 1111111 I TI,II III111 It REMOTE CONTROL VALVE (TYP.); SEE SHEET L3.31 FOR DETAIL 14. NO 0050210001474 DRIPLINE (TYP.); SEE SHEET L3.31 FOR DETAIL LATERAL PIPE (TYP.; SEE SHEET L3.31 FOR DETAIL) SCALE: 1" = 20' 10 20 40 MMOMMMMM 8.9 441 Ilj RAIN SENSOR; SEE SHEET L3.31 FOR DETAIL CONTROLLER; SEE SHEET L3.31 FOR DETAIL 41 S 143RD PLACE (PUBLIC RIGHT -OF -WA Y) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU OIG, 7-800-424-5555 (817 OF WA8p , 3 07 0- .0 W 0_ 0. W CARY SHARNBROICH, PROJECT MANAGER PROJECT NUMBER 19173 49 50 SW1/4, SE1/4, SEC. 14, TWP. 23 N. RGE. 4 E. W.M. IRRIGATION SCHEDULE SYMBOL 1000 2000 800A 800E • ELL SYMBOL SYMBOL 113 FS MANUFACTURER/MODEL/DESCRIPTION HUNTER MP1000 PROS-04-PRS40C0-F TURF ROTATOR. 4" POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M -MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, 0=OLIVE 360 ARC. HUNTER MP2000 PROS-04-PRS40-CV-F TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K -BLACK ADJ ARC 90-210, G -GREEN AD) ARC 210-270, R -RED 360 ARC. HUNTER MP800SR PROS-04-PRS40CV-F TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 P5), MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360 -LIME GREEN AND GRAY (ARC 360) HUNTER MP815 PROS-04-PRS40CV-F TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BOGY. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, 0=OLIVE AND GRAY 360 ARC. MANUFACTURER/MODEL/DESCRIPTION QTV PSI DETAIL 1 40 13 40 38 40 46 40 Qry AREA TO RECEIVE DRIPLINE RAIN SI RD XFS-CV-04-18 7,218 L.F. XFS-CV SUBSURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 4.3 P5) CHECK VALVE 0.4 GPH EMITTERS AT 12" 0.C. DRIPLINE LATERALS SPACED AT 18" APART. WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. GREAT FOR ELEVATION CHANGE SPECIFY XF INSERT FITTINGS. MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD PEB 1', PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. HUNTER HQ33DLRC QUICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL WITH 3/4" NPT INLET. 2 -PIECE BODY. QTY 3 FEBCO 825YA 2" 1 REDUCED PRESSURE BACKFLOW PREVENTER HUNTER 120-160061 1 16 STATION OUTDOOR MODULAR CONTROLLER. WRH ONE ICM -800 MODULE COMMERCIAL USE. METAL CABINET. HUNTER MINICUK RAIN SENSOR, MOUNT AS NOTED RAIN BIRD FS -150 -ti 2 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXDC ENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE GPM TO 80.0 GPM. SENSORS SHOULD BE SIZED FLOW THAN FOR RATHER THANN PIPE SIZE. WATER METER 1-1/2° IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21.NP IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE ESLVEV P60 CLASS 200 SDR 21 V Ilk w- Valve Flow Valve Size VALVE SCHEDULE 1,617 LF. 716.3 L.F. 134.5 LF. DETAIL DETAIL NUMBER MODEL SIZE TYPE GPM WIRE P51 P51 0 POC PRECIP 1 RNN BIRD PEB 1' DRIPLINE 23.9 46.49 53 0.64 )n/h 2 RAIN BIRD PEB 1' TURF ROTARY 15.2 45.71 52.25 133 in/h 3 RA15131RD PEB 1' DRIPUNE 211 45.60 52.13 0.961n/5 4 RAIN BIRD PEB 1' TURF ROTARY 14.1 37.71 44.30 159 in/h 5 RAIN BIRD PEB 1' TURF ROTARY 34.5 46.85 53.43 1.08 in/h 6 RA15 BIRD PEB 1' TURF ROTARY 8.9 44.16 50.73 0.97 in/h 7 RAIN BIRD PEB 1' DRIPLINE 19.1 36.70 43.25 0.89 in/h 8 RAIN BIRD PEB 1' DRIPUNE 14.4 44.28 50.86 0.96In/h IRRIGATION NOTES PART 3 EXECUTION PART1 GENERAL 3.1 PRE -CONSTRUCTION A. PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE WITH OWNERS PROJECT MANAGER/SUPERINTENDENT. 1.1 SCOPE OF WORK A FURNISH AND INSTALL A COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF ALL AREAS SHOWN ON THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECTED DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS. PHASING AND OTHER ISSUES. IRRIGATION PLAN. 12 WORK INCLUDED 3.2 VERIFICATION A. FURNISH ALL LABOR,MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK. A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL RECORD DRAWINGS SHALL BE COMPILED BY IRRIGATION CONTRACTOR. DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS B. IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING,DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL WORK TO BEGIN. BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIME OF INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR B. REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR -PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING EXISTING FIXED OBSTRUCTIONS OF EQUIPMENT. AND RESULTING IN REPLACING, AND/OR RELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE. C. ANY IRRIGATION RE -DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO C. AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED (ON MYLAR 06 IN AN ELECTRONIC FORMAT(AUTOCAD 20000R LATER)) AND INCLUDE ALL WRITING OF PRESSURE AVAILABLE FOR APPROVAL TO PROCEED. NECESSARY INFORMATION FORA COMPLETE DESIGN REVIEW. D. CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT 1.3 RELATED WORK MATERIAL LOCATIONS AND ANY EXISTING TREES. MINOR FIELD ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL TO AVOID EQUIPMENT. A. ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB -GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. 3.3 PREPARATION B. GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STUB -OUT AT DISCHARGE SIDE OF A. LAY OUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES. WATER METER TO CORRESPOND TO IRRIGATION SYSTEM MAINLINE PIPE SIZE. 3.4 INSTALLATION C. GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER; AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR A. TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR WALLS. SHARP ROCK. THE TRENCH DEPTH SHALL BE DEEP ENOUGH TO ALLOW 18 INCHES OF COVER OVER MAIN LINE AND 12 INCHES OF COVER OVER LATERALS D. GENERAL5V CNGES AND/ OROR A JUSTMSUPPLE TSLL SLEEVESLOCATIONS OR IRRIGATION SYSTEMSNCE INSTALLED, SHALL) EDOO5 ATR T LINE EXPEIZE NSE OF THE OR AS PER APPLICABLE MUNICIPAL CODES AND 4' -8" INCHES COVER OVER DRIPLINE. PIPE SLEEVES SHALL BE ATA MINIMUM DEPTH OF 18 INCHES E. ANY CHANGES AND/OR ADJUSTMENTS TO LOCATIONS OF SLEEVES, ONCE INSTALLED,SHALL BE DONE AT THE EXPENSE OFTHE GENERAL CONTRACTOR. 1.4 RESPONSIBILITY AND A MAXIMUM DEPTH OF 24 INCHES. MAINTAIN A MINIMUM CLEARANCE OF THREE (3} INCHES BETWEEN IRRIGATION UNES IF IN A COMMON TRENCH. A THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-800-424-5555) BEFORE WORK COMMENCES. THE IRRIGATION CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE FOLLOWING CODES AND STANDARDS: 1. THE LOCALJURISOICTIONAL ORDINANCES AND BUILDING CODES: 2. NATIONAL ELECTRICAL CODE; 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM); 4. NATIONAL SANITATION FOUNDATION, (NSF); 5. EXCAVATING, BACKFILLING, AND COMPACTING OPERATIONS; 6. PROTECT EXISTING TREES,PLANTS,LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK. 7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALUNG BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED INSPECTION BY 24 HOURS. B. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENTAND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY THEM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL DAMAGES AT THEIR EXPENSE AND INA MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER. 1.5 QUALIFICATION OF INSTALLER A CONTRACTOR MUST BEA LICENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER. 1.6 VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING 7111 WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN. 1.7 PIPE SLEEVES A PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF PIPE SLEEV1NG WITH THE GENERAL CONTRACTOR. 1.8 SYSTEM FAMILIARIZATION A. UPON ACCEPTANCE OF SYSTEM BY OWNER. THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATE, DRAIN AND ACTIVATE SYSTEM, AND SHALL SPEND SUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION. MAINTENANCE, AND WINTERIZING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION CONTRACTOR SHALL LABEL CIRCUITS CLEARLY ON CONTROLLER. 1.9 °AS BUILT" RECORD DRAWINGS A A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE. 1.10 SUBMITTALS A P600000 5606: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION INSTRUCTIONS. 1.11 WARRANTY AND REPLACEMENT A MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 1005 COMPLETION. THIS WARRANTY EXCLUDES WORK DONE ON SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM OR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL EXTEND BEYOND 1 YEAR IF APPLICABLE. 8. REPAIRS, ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD SHALL BE AT CONTRACTOR'S EXPENSE. PART2. MATERIALS 2.1 MATERIAL A. ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS 0R DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS OF THE SYSTEM. 1. NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE. 2. NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL. 2.2 GALVANIZED PIPE A SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 120.65. FIRINGS SHALL BE MALLEABLE GALVANIZED. 2.3 PLASTIC PIPE A SHALL BE SCHEDULE 40 PVC AND CLASS 200 PVC., MINIMUM PIPE SIZE TO BE B. PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CLASS OF PIPE, NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR EXTRUSION MARKS. C. PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAY BE P61811LED OR WITH INDIVIDUAL SOLVENT -WELD COUPLINGS. D. FITTINGS SHALL BE SCHEDULE 40 WEIGHT. FULL SIZE. FITTINGS, CEMENT. AND THINNER SHALL BEA BRAKES) RECOMMENDED BY MANUFACTURER OF PIPE E. PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL 200 PSI MINIMUM PRESSURE RATING WITH 906 21 WALLS WHICH CONFORM TO ASTM D 2241. 2.4 DRIPLINE SYSTEM A. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPUNE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE. 1. D61PL1NE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2. SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPUNE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER. AND AT EACH FITTING. 3. LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4. AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM REUEF VALVES ONLY WHERE INDICATED ON DRAWINGS. 5. DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . T111 FILTER SHALL BE AS SPECIFIED ON PLAN SET OR APPROVED SUBSTITUTE. 2.5 HEAD SYSTEM A MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS: 1. POPOP SPRAY: FIXED PATTERN, WITH SCREW.TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2. POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRC11 AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2.6 REMOTE CONTROL VALVES A MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN. 2.7 AUTOMATIC CONTROLLER 3.5 A GENERAL: FURNISH LOW 00100,61 SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS SEE SCHEDULE ON PLAN. 3.6 B. CONTROL ENCLOSURE- EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL SEE SCHEDULE ON PLAN. C. CONTROLLER WIRING ABOVE GROUND SHALL BE INSTALLED INA CONDUIT. 2.8 CONTROL WIRE A. 014-1 OF DIRECT BURIAL WIRE. WHITE SHALL BE COMMON, RED THE VALVE IMPULSE, WITH A THIRD COLOR AS A SPARE WIRE TO RUN FROM 3.7 CONTROLLER TO THE END VALVE ON EACH LEG OF THE MAINLINE. IDENTIFY EACH SPARE AT THE CONTROLLER. IDENTIFY WIRE COLOR ON THE AS-BUILTS. 3. WIRE MUST BE INSULATED SINGLE STRAND COPPER DESIGNED FOR TWO (2) TO FIFTY(50) VOLTS AND UL APPROVED AS TYPE U.F. C. MULTI -STRAND CABLE MAY USED WITH PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 2.9 BACKFLOW PREVENTION DEVICES A DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER METER. DOUBLE CHECK VALVES SHALL BE OF HEAVY 3.3 DUTY CONSTRUCTION WITH ALL BRONZE BODIES. CHECK VALVES AND TEST COCKS. DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS PRESSURE PERMITTING THE FREE FLOW OF WATER AT ALL TIMES. SEE DETAILS. B. DOUBLE CHECK VALVES SHALL BE FURNISHED WITH APPROVED CHECK VALVES, INLET AND DISCHARGE SHUT-OFF VALVES AND FIELD TESTING COCKS. 3.9 UNLESS OTHERWISE SPECIFIED, DOUBLE CHECK VALVES SHALL HAVE A SERVICE RATING OF 300 PSI FOR NON -SHOCK COLD WATER. D. DOUBLE CHECK VALVE ASSEMBLY PER IRRIGATION SCHEDULE OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH. 2.10 PRESSURE REGULATING VALVE A SHALL BE PER IRRIGATION SCHEDULE OR APPROVED EQUAL 3.1 B. USE PRESSURE 6130100156 VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE. 2.12 QUICK COUPLING VALVES A QUICK COUPUNG VALVES 011611 BE A5 SPECIFIED ON PLAN SET, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL E1LS AS QUICK 31 COUPLING VALVES 2.13 VALVE BOXES A. ALL VALVES TO BE ENCLOSED IN A VALVE BOX. REMOTE CONTROL VALVES TO BE INSTALLED IN AN ARMOR ACCESS AS SPECIFIED ON DETAILS, OR EQUAL 2.14 MAINLINE PVC PIPE SHALL BE SCHEDULE 40, BURIED ATA MINIMUM 1B' DEPTH TO TOP OF PIPE. LATERAL PVC PIPE SHALL BE CLASS 200 AND BE BURIED AT A MINIMUM 12" DEPTH TO TOP OF PIPE. UNLESS STATED, MINIMUM PIPE SIZE IS 3/4". 2.15 SLEEVING SHALL BE FOUR/SIX INCH DIAMETER (476') SCH. 40 PVC. EMEND SLEEVE 6' PAST THE EDGE OF CONCRETE FLATWORK/WALLS. B. DRIPLINE: 6. INSTALL ALL DRIPLINEAS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. 7. SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2,4' FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE. 8. ALL DRIPLINE HEADERS TO BE 3/4' DIA. UNLESS OTHERWISE CALLED OUT ON PLANS. 9. SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE 10. CLAMP DRIPUNE FITTINGS WITH OETIKER CLAMPS. OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS. it WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW: 11.A. ONE STAPLE EVERY THREE (3') FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS). 12. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL (5 NECESSARY FOR COMPLETION OF INSTALLATION. 13. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS. 14. TEST IN ACCORDANCE WITH STANDARD PRACTICES. 15. FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPUNE IRRIGATION AREA. C. SPRINKLER HEADS: 1. INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION. 2. AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO 8E FLUSH WITH FINISHED GRADES. D. DOUBLE CHECK VALVE ASSEMBLY: 1. BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE MINOR ADJUSTMENTS OF LOCATION MAY BE REQUIRED FOR TECHNICAL PURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. 2. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE. 3. INSTALL PER DETAIL. E. REMOTE CONTROL VALVES: 1 BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED. 2. ENCLOSE VALVE IN VALVE 80X. 3. INSTALL PER DETAIL. F. QUICK COUPLING VALVES: 1. ENCLOSE IN VALVE BOX. 2. PROVIDE ONE CUBIC FOOT OF 3/4° MINUS WASHED GRAVEL SUMP UNDER EACH VALVE 3. INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN. G. CONTROL WIRE: 1. CONTROL WIRE SHALL BE TAPED TOGETHER AT 10 -FOOT INTERVALS. 2. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE 3. PROVIDE A 24 INCH LOOP OF CONTROL WIRE IN EACH VALVE BOX. 4. ALL SPLICES MUST BE MADE WATERTIGHT DRI -SPLICE DS.400, OR APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES. 5. SPLICES WILL BE PERMITTED ONLY AT THE VALVES AND NEVER BETWEEN VALVES OR VALVE AND CONTROLLER. THERE MUST BE A SEPARATE LEAD OR "HOT" WIRE TO EACH AUTOMATIC VALVE ONE (1) COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS AN EXTRA WIRE H. AUTOMATIC CONTROLLERS: 1. ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT. 2. LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS. 3. MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR. 4. PROVIDE A CONTROLLER CHART SHOWING 011 AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE CONTROLLER DOOR. CHART SHALL BEA REDUCTION OF THE "AS -BUILT" DRAWINGS. 5. SUPPLY OWNER WITH TWO CONTROLLER KEYS. L PIPE FITTINGS: 1. THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING,LOADING. UNLOADING AND STORING TO AVOID DAMAGE DELIVER PLASTIC PIPING IN BUNDLES. PACKAGED TO PROVIDE ADEQUATE PROTECTION OF PIPE ENDS, EITHER THREADED OR PLAIN.THE PIPE SHALL BE TRANSPORTED IN A VEHICLE WRH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT, SO AS NOT TO BE SUBJECT TO UNDUE BENDING OR CONCENTRATED EXTERNAL 1000 AT ANY POINT. FITTINGS SHALL BE STORED UNDER COVER. 2. PVC CEMENT SHALL 8E IPS WELD -05. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP MME BEFORE MOVING OR HANDUNG. PIPE SHALL BE CENTER LOADED TO PREVENT SLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL A PERIOD RECOMMENDED BY MANUFACTURER. 3. BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE. 4. BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER. 5. NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTER. 6. 361000ARE MUST BETAKEN TO INSURE THAT THE INSIDE OF THE PIPE I5 ABSOLUTELY CLEAN. ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED AND NOT LEFT OPEN. J. PIPE SLEEVES: 1. WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES, SIZE TO BE TWO TIMES PIPE DIAMETER, MINIMUM TWO INCH SLEEVE SHALL BE PROVIDED FOR WIRE SET SLEEVES AT 24' BELOW GRADE COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. K. MANUAL DRAINS: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN 09 IRRIGATION PLAN. 2. INSTALL BY TEEING DOWN TO 3/4-15111 DRAIN VALVE PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER. 3. MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH FINISH GRADE. L PRESSURE REGULATOR: 1. SET MAX. OPERATING PRESSURE AT 35 P51. M. PIPE INSULATION PER PLAN: 1. APPLY POLYETHYLENE PIPE WRAP INSULATION TO ALL EXPOSED PIPE. SYSTEM FLUSHING A ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS. PERFORMANCE TESTS/SUBSTANTIAL COMPLETION A. UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S REPRESENTATIVE. B. AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. DISPOSAL OF WASTE MATERIAL 0. STOCKPILE, HAUL FROM SITE. AND LEGALLY DISPOSE OF WASTE MATERIALS. INCLUDING UNSUITABLE EXCAVATED MATERIALS. ROCK, TRASH. AND DEBRIS. DEBRIS MUST BE REMOVED AT THE END OF WORK TIME EACH DAV. B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN, AND FREE OE DEBRIS AND SOIL PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS. SURFACE RESTORATION A. PROTECT EXISTING LANDSCAPING: REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS TO MATCH EXISTING. CLEAN-UP A. CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING. CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, 0R ANY PART OF PROJECT, ON COMPLETION OF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN. 0 FINAL COMPLETION A UPON COMPLETION AND APPROVAL OF ALL TESTS. B. PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OFJ08 AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY PERIOD. 1 WARRANTY A. SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR, WHICH IS DUE TO INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY, TO THE SATISFACTION OF THE AUTHORIZED OWNER'S REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE. B. SYSTEM PROTECTION: AS PART OF WARRANTY UNDER THIS CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO ONSET OF FREEZING SEASON AS PER LOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON; EACH EVENT THE SYSTEM IS COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE, CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING. END OF SECTION UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) ngton 98011 425.885.7877 SEE STAMP GATE 07 ❑ DESIGNED WANQIN SU JOSHUA P. BEARD APPROVED JOSHUA P. BEARD CARY SHARNBROICH, P.E PROJECT MANAGER SHEET L3.02 16 OF 17 PROJECT NUMBER 19173 51 52 SW1/4, SE1/4, SEC. 14, TWP. 23 N. RGE. 4 E. W.M. FROM SOURCE IRRIGA0ON WATER METER GALVANIZED PIPE TO POINT OF CONNECTION AND WATER METER 2 BRASS BALL VALVE VALVE BOX PRESSURE REDUCING VALVE APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) VALVE 80X (CARSON JUMBO BOX) BRASS QUICK COUPLER VALVE FLOW SENSOR PVC PIPE (SCHEDULE 60) MASTER CONTROL VALVE VC IRRIGATION MAIN (SCHEDULE 40) SPRINKLER CONTRO REML VALVE LAYOUT: POINT OF CONNECTION NOT TO SCALE CONCRETE E OR MASONRY PAVED SURFACE SOOTH COMPACTED BACKFILL FROM NATIVE SOIL rMowG CRUSHED ROCK PVC SLEEVE EVES REQUIRED UNDER ALL PAVED AREAS. 2, DUCT TAPE ENDS OF SLEEVE PIP 3 SURVEYOR TO LOCATE ALL HARD URFACES PRIOR TO SLEEVE PIPE INSTALIATON, DETAIL: SLEEVE TRENCHING NOT TO SCALE QI EAVE I0 HUNTER WRFCLIK WIRELESS RAIN/FREEZE SENSOR 03 PLASTIC DE DOWN STRAP 0 MOUNTING 303000T DETAIL: RAIN SENSOR (ROOF MOUNT) NOT TO SCALE PLASTIC VALVE BOX CARSON 0910 OR EQUAL ATE ING VALVE FEBCO PRI, INSTALPRESSURE LVALVE SIDEWAYS WATER SERVICE FROM IRRIGATION METER GALVANIZED UNION ( GALVANIZED UNION ■■ lui almobilmi.mooa. .1:1, a -oat ■ �IMAIN UNE L. TO SYSTEM. RSV ED GRAVEL UN DER ENTRE ASSEMBLY 6' DEPTH, BLOCK UNIT PS REQUIRED. DOUBLEAPPROVED (SEE IRRIGATONSCHEDULVALVE E) CARSON BOX OR 2• DIAMETER P.V.C. WITH LOCKING CAP. GALVANIZED UNION GALVANIZED UNION TEST COCKS TO FACE SIDEWAYS ALLOW B' MIN, CLEARANCE BETWEEN THEM AND THE SIDE OF Bot NOTES: QUICK COUPLING VALVE (SEEIRRIGATION TN SCHEDULE) 1_ ENCLOSURE 2" & SMALLER DEKA. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX MUST HAVE REMOVEABLE COVER. BO.S TO BE LOCATED IN LK AND AREAS WITH VEHICULAR TRAFFIC SHALL BE META EQUAL TO OLYMPIC FOUNDRY SM. BOXES, IN OTHER O0 PLUMTRAFFIC AREAS TO BE CARSON INDUS 00100 530-16 BCFXL METER BOX WITH 1230 COVER. 2. PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALE FITTINGS ARE PROHIBITED IN CONJUNCTION WITH E FITTINGS. 3. AL INSTALLATIONS 5 T. T MEELLIC T STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH APPROVED INSTALLATION LIS 4. TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER: ASSEMBLY TO BE MAINTAINED BY OWNER. 5. USE PIPE DOPE ON ALL GALV. FITTINGS DETAIL: PRV/DOUBLE CHECK VALVE ASSEMBLY COMPACTED CLEAN BACKFILL VC LITERAL PIPE VC MAINLINE FIELD CONTROL WIRES, 00 0T TAPE BUNDLED WIRES TO MAINLINE COMPACTED CLEAN BACK -FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE NOT TO SCALE ROOT BARRIER CONCRETE SIDEWALK 1 IN SIDEWALK PLANTING STRIPS PLACE MAINLINE AT 24" DEPTH AND 12. N FROMSTRIPS SIDEWALK. 2. IN SIDEWALK PLANTING LITERALS AT 12 DEPTH AND 16 IN FROM SIDEWAL, BACK OF SIDEWALK — STUB TO PLANTER (TOP) PVC LATERAL BACK OF SIDEWALK FOR PHASE I ONLY DETAIL: MAINLINE AND LATERAL TRENCHING NOT TO SCALE CONTROLLER:- HUNTER I -CORE M4) IN METAL CABINET CONCRETE PAD: • WINCH MINIMUM THICKNESS FINCH GRADE 3.INCH VC SCH 40 CONDUIT, FITTINGS AND -SWEEP ELL CINCH VC SCH 40 CONDUIT, FITTINGS - AND SWEEP ELL TO POWER SUPPLY WIRES TO REMOTE CONTROL VALVES DETAIL: CONTROLLER WITH PEDESTAL NOT TO SCALE NW UO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BESET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH OCV KEY AND .SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. FLUSH W/ FINISH GRADE CARSON 10" ROUND VAULT WITH LOCKING UD 3/4" QUICK COUPLER VALVE SS HOSE CLAMP (2) SCH BO PJC NIPPLE SCH. 40 PVC ST ELL & 90 DEG. ELL SCH 80 PVC NIPPLE, 1004L00010 SCH 40 PJC ST. ELL STEEL T FENCE POST, 38' LENGTH SCH 40 PVC MAIN LINE DETAIL: QUICK COUPLER VALVE NOT TO SCALE HEAD TO HEAD SPACING MAYBE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE. 12' RADIUS HEADS SHALL NOT BE SPACED FURRIER THAN 12 ALL DIRECTIONS. 40. II� ..% (nl A � E�!IfHE TURF, 11111/11, ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS FROM EDGE OF BED. 1. USE. L3 IN TURF AREAS 121 POP -UPS IN SHRUB OR cRourvo. COVER AREAS. HEAD TO HEAD LAYOUT NOTE IIE PLAN VIEW DETAIL: HEAD LAYOUT REMOTE CONTROL VALVE WITH FILTER AND PRV NOT TO SCALE LINE FLUSHING VALVE AREA PERIMETER LATERAL TUBING START CONNECTION ADAPTER EXHAUST HEADER TEE SUPPLY HEADER DETAIL - DRIP LINE LAYOUT NOT TO SCALE VALVE NOTES: 1. NI NOT ALLOW ULT TO REST ON PIPE. 2. ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL 3. ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. 5. TAPE PE OSLY.RI USE NO PIPE DOPE . TEFDRAIN BENEATH VAULT. ' il PV■ILII` W C UNIONS, TYP. USE3" LENGTH NIPPLES BOTH SIDES OF UNION. AUTOMATIC OL VALVE RAINBIRD PESB PLASTIC ISOLATION BALL VALVE SAME SEE AS CONTROL VALVE VAULT FLUSH W/ FINISH GRADE USE CARSON STANDARD VALVE BOX FOR 1' VALVES, CARSON JUMBO VALVE BOX FOR 1-1/2' VALVES,AND SUPER JUMBO VALVE BOX FOR 2' VALVES. VAULT O EXTEND MIN. 6' BELOW VALVE. USE EXTENSIONS AS NECESSARY. SCHEDULE 40 PVC PIE rvP LENGTH AS REQUIRED SCHEDULE. VC 90 WLOCK & PVC CLASS 200 DETAIL: ZONE CONTROL VALVE NOT TO SCALE BUBBLER OR SPRAY NOZZLE FLUSH WITH FINISH GRADE NOZZLE & BODY PER SPECIFICATIONS USE 8070M INLET ONLY SCH 40 VC STREET ELL AND SWING PIPE 90 OLMAXE LENGTH SCH 40 VC STREET ELL AND SWING PIPE 90 SCH 40 VC FITTINGS, TOP. LATERAL 00P,) SIZE AS INDICATED ON PUN SPRAY HEAD SECTION VIEW NOTES: 1. USE. POPUPS IN TURF AREAS AND 6" PORUPS IN SHRUB OR GROUND COVER AREAS, .SHOWN IN IRRIGATION SCHEDULE. 2. USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL: POP-UP SPRAY ROTARY NOT TO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 1-800-424-5555 (811) ngton 98011 425.885.7877 LLI QV � O LLA V CC SEE STAMP GATE DESIGNED WANQIN SU JOSHUA P. BEARD APPROVED JOSHUA P. BEARD CARY SHARNBROICH, P.E PROJECT MANAGER SHEET L3.31 17 OF 17 PROJECT NUMBER 19173 53 54 PROPOSED LEVEL 1 PLAN 1" = 20,-0" ENTRANCE KEYPAD 28' WIDE SLIDING GATE PROVIDE CLICK 2 ENTER FOR EMERGENCY VEHICLE ACCESS 0' 10' 20' A.200 4 W 40' 1)1 6' DECORATIVE FENCE '6 JZ JZ JL 1 rzr sr v 0 7 STAIR Aly MIL 1 ram Num ®I! gtt'Ltte' r>��y fifififi \ ELEV EQUIP. ELEV I STAIR AI- ,lr al„ r ,r rlr -1C 1 3 6' DECORATIVE FENCE 28' WIDE SLIDING GATE PROVIDE CLICK 2 ENTER FOR EMERGENCY VEHICLE ACCESS ENTRANCE KEYPAD 8' SITE OBSCURING CHAIN LINK FENCE 6' CHAIN LINK FENCE BEHIND BUILDING L e •e•••G s • ••••••ee• ••• s s `, •• ••e• e•• •••• • •• s • 000 00 VI •e ,Ia••••e LL s • e a ••s• •i- di'velapt 454 N 600 W, SLC, UT 84118 rehowdy@diyelept.com p: 801-680-4485 w:ww w. d l vele pt.com No. Date Description BRIXX 14300 Interurban Ave. S. Tukwila, WA 89168 19-15 JDH DESIGN REVIEW DO MONTH YYYY LEVEL 1 PLAN 55 .001 a DIVE., LLC 02020 56 MAIN BLDG - EAST ELEVATION. kJ 1/16" = 1'-0" 0' 8 16' 32' O MAIN BLDG - NORTH ELEVATION. 1/16" = 1'-0" 0' 8 16' 32' 8 L721'-EVEL 4"3 Ic L110' • 8"EVEL 2 LEVEL 1 -GNDFL 100'-0" LV4LS 27'" LEVEL2 110'-8" ® MAIN BLDG SOUTH ELEVATION. 1/16" = 1'-0" 0' 8' 32' r MAIN BLDG - WEST ELEVATION. 1/16" = 1'-0" o-1 8' 16' 32' (140i . STORAGE LEVEL11S 121'-4" LEV0EL2 -8" LEVEL 1 - 100'-0" LEVEL3 121' - 4" LEVEL8" 2 110'- 11> LEVEL 1 -GND FL 100'-0" KEYNOTES 1 METAL PANEL, VERTICAL ORIENTATION - WINTER WHITE 2 METAL PANEL, VERTICAL ORIENTATION - ASH GRAY 3 METAL PANEL, VERTICAL ORIENTATION - ALMOND 4 FLUTED METAL PANEL, HORIZONTAL ORIENTATION - BURNISHED SLATE 5 FLUTED METAL PANEL, HORIZONTAL ORIENTATION - MEDIUM BRONZE 8 FIBER CEMENT BOARD -PAINTED OR FINISHED WITH WOOD LIKE COLOR 7 OVERHEAD COILING DOOR - ACCENT COLOR 8 ALUMINUM STOREFRONT GLAZING SYSTEM - DARK BRONZE OR BLACK FRAME 9 ILLUMINATED CHANNEL LETTER BUILDING SIGNAGE. FINALIZED SIGNAGE DESIGN TO BE SUBMITTED AT A LATER DATE 10 STANDING SEAM METAL ROOF 11 LINE OF ROOF BEYOND PARAPET 12 PARAPET TO SCREEN MECHANICAL DEVICES 13 BUILDING MOUNTED SITE LIGHTING 14 HOLLOW METAL DOOR & FRAME 18 TRASH ENCLOSURE O ACCESSORY BLDG - EAST ELEVATION. 1/16" = 1'-0" 0' 8' 10 0'— r—(.114-0.1 LEVELI-GND1oa-o"FL O ACCESSORY BLDG - WEST ELEVATION. 1/16" = 1,-0" 0' 8' 16' 32' LEVEL 1 - GND FL 100'-0• O ACCESSORY BLDG - NORTH ELEVATION. 1/16" = 1'-0" 0' 8' 16' LEVELI -GNDFL 100'-0" '00s0Aiis : • • 000 s*s 0 10 00 Sli 00 0 1000 10 ss sO0a,00 000 LL • s0 � s �sss cIi'ielapt 454 N 600 W, SLC, UT 84116 w howdy@d i v ele p t.com p:801-680-4485 w.www.divelept.com No. Date Description BRIXX 14300 Interurban Ave. S. Tukwila, WA 89168 19-15 JDH DESIGN REVIEW DD MONTH YYYY 1/16" " 1'-0" ELEVATIONS a 57 A.200 or n.op, DESIGN 1.1-C©2020 58 METAL PANEL - RIBBED 440 .t- 311,3. Exioncr - I ram iltr OVERHEAD DOORS 3, r_ .4 MEDIUM BRONZE* BURNISHED SLATE * WINTER WHITE FENCING: ASH GRAY * ALMOND* 6' TALL DECORATIVE SECURITY FENCING STOREFRONT SYSTEM FIBER CEMENT BOARD - PAINTED OR FINISHED WITH WOOD LIKE COLOR COLOR: DARK BRONZE OR BLACK 8' TALL SITE OBSCURING VINYL COATED CHAIN LINK FENCING 6' TALL VINYL COATED CHAIN LINK FENCING L 3 s 3 • :n%G •' 330, Sli 00 • 's1'� • 3000 30 es •s0 ••'•' LL ' •' s•••r- d a Pt 454 N 600 W, SLC, UT 84116 e:howdy@divelept.com p: 801 -680-4485 w.www.divelept.com No. Date Description BRIXX 14300 Interurban Ave. S. Tukwila, WA 89168 19-15 JDH DESIGN REVIEW DD MONTH YYYY MATERIAL BOARD 59 A.500 DIVE., LLC 60 ABBREVIATIONS INDEX ELECTRICAL SYMBOLS SYMBOL DC EXPLANATION SYMBOL EXPLANATION SYMBOL EXPLANATION Q PHASE BRANCH CIRCUIT CONCEALED IN CEILING OR WALL F1 FIXTURE TYPE SYMBOL ®m TAMPER AND FLOW PHOTOVOLTAIC 1+ - — — - BRANCH CIRCUIT CONCEALED IN GROUND OR FLOOR 1 1 LIMIER FIXTURE (TYPICAL) I FACP 1 FIRE ALARM CONTROL PANEL 2P TWO -POLE A-1,3 BRANCH CIRCUIT HOMERUNS TO PANEL ® EMERGENCY LIGHTING UNIT I RFAA 1 REMOTE FIRE ALARM ANNUNCIATOR PANEL 34 ® ROOM NUMBER ¢ SURFACE OR PENDANT MOUNTED FIXTURE I NAC I FIRE ALARM NAC PANEL RECEPTACLE 0 MECHANICAL EQUIPMENT SYMBOL ® RECESSED FIXTURE 1 VOICEI FIRE ALARM VOICE PANEL REF 0 KEYED NOTE REFERENCE -0 WALL MOUNTED FIXTURE ILP -R DOOR HOLDER (511 REQ FEEDER TAG (SEE FEEDER SCHEDULE) = WALL PACK I= FIRE/SMOKE DAMPER MCC MOTOR CONTROL CENTER LIGHTING AND POWER PANELBOARD RATED LOAD AMPS STRIP FIXTURE 0 FIRE ALARM PULL STATION ELECTRICAL METALLIC TUBING 'fl wsm sro DISCONNECT SWITCH ,S7__Q TRACK LIGHTING ® FIRE ALARM STROBE NDN-wsEO MH DISCONNECT SWITCH WITH MOTOR STARTER 'I. BUGERE EGRESS EMERGENCY LIGHTING UNIT i1 FIRE ALARM HORN/STROBE EWC ® MOTOR STARTER MICROPHONE WALL MOUNTED EXIT LIGHT (SINGLE FACE) EIGILF FIRE ALARM HORN/STROBE (LF = LOW FREQUENCY) VF EWH VARIABLE FREQUENCY DRIVE - WALL MOUNTED EXIT LIGHT (DOUBLE FACE) IgIsi) FIRE ALARM HORN/STROBE WITH PROTECTIVE COVER AL C CONDUIT STUB C. CEILING MOUNTED EXIT LIGHT Ell FIRE ALARM SPEAKER/STROBE SPEAKER J JUNCTION BOX ® CEILING MOUNTED EXIT LIGHT (DOUBLE FACE) ALF FIRE ALARM SPEAKER/STROBE (LF = LOW FREQUENCY) SS EELECTRIC VEHICLE CHARGING STATION ®) EXIT LIGHT WITH PROTECTIVE COVER I1 FIRE ALARM SPEAKER A-30 VIP -"--MOOIRER $ SINGLE POLE SWITCH (SUBSCRIPT AS INDICATED BELOW) 04LF FIRE ALARM SPEAKER (LF = LOW FREQUENCY) --EQUIPMENT 000 E ASSIGNMENT MTR MOTOR SWBD SWITCHBOARD ATS TWO POLE SWITCH Di FIRE ALARM HORN MW MICROWAVE SWGR SWITCHGEAR AUX 3 -WAY SWITCH FLA WP WEATHERPROOF COVER & LISTED WEATHER RESISTANT DEVICE NEW TTB 4 -WAY SWITCH ALF FIRE ALARM HORN (LF =LOW FREQUENCY) FT GFCI PROTECTED BY FAULT CIRCUIT INTERRUPTER NOT APPLICABLE 0 DIMMER SWITCH BC +44 MOUNTING HEIGHT ABOVE FLOOR OR GRADE GIVEN IN INCHES. FREEZER NC KEYED SWITCH ® FIRE ALARM STROBE CEILING MOUNTED BFG REF REFRIGERATOR FUSED SWITCH NEC TIMER SWITCH TYP DW DISHWASHER CONDUIT N MANUAL STARTER WITH THERMAL OVERLOAD01 NEMA FIRE ALARM HORN/STROBE CEILING MOUNTED US DISP DISPOSAL CABINET r PADDLE FAN SPEED CONTROL. (CANARM "CN" SERIES) NEC WASH WASHING MACHINE UNLESS NOTED OTHERWISE 1 OCCUPANCY SENSOR SWITCH 011E FIRE ALARM HORFREQN/STROBE CEILING MOUNTED (LF = LOW UENCY) NFPA EWC ELECTRIC WATER COOLER UNINTERRUPTIBLE POWER SUPPLY w LOW VOLTAGE CONTROL SWITCH GFP USB HUBBELL USB15AC5W OR EQUAL DUPLEX PLUS USB CHARGER NON FUSED SWITCH Lw/0 LOW VOLTAGE CONTROL SWITCH WITH DIMMER CFCI FIRE ALARM HORN CEILING MOUNTED GRC TR TAMPER RESISTANT NOT IN CONTRACT 00/0 OCCUPANCY SENSOR CONTROL SWITCH WITH DIMMER CKT CIRCUIT DUPLEX RECEPTACLE OUTLET GROUND 0c/% DUAL RELAY OCCUPANCY SENSOR CONTROL SWITCH CHILF FIRE ALARM HORN CEILING MOUNTED (LF = LOW FREQUENCY) CLG CEIUNG HP HORSE POWER & QUAD RECEPTACLE OUTLET $$ DOUBLE GANG SWITCH 20 SMOKE DETECTOR (SUBSCRIPT AS INDICATED BELOW) HZ HERTZ SPLIT WIRED DUPLEX RECEPTACLE OUTLET 0.0 $(5.' CI LOW VOLTAGE MULTI BUTTON CONTROL SWITCH (LETTER INDICATES CONTROL OF CORRESPONDING FIXTURES) WITH 8 SMOKE ALARM BATTERY -BACKED IG c SMOKE/CARBON MONOXIDE ALARM COMBO BATTERY—BACKED e.(LETTER WASH 220V RECEPTACLE OUTLET $a6 CONTROLLING SWITCH INDICATES CONTROL OF CORRESPONDING FIXTURES) IMC INTERMEDIATE METALLIC CONDUIT DUCT SMOKE DETECTOR OWNER FURNISHED OWNER INSTALLED WH SMOKE DETECTOR WITH ADDRESSABLE RELAY 6} CURRENT TRANSFORMER ISOLATED GROUND RECEPTACLE a OCCUPANCY SENSOR (CEILING MOUNTED) OUTSIDE SCREW AND YOKE SMOKE DETECTOR WITH SOUNDER BASE CU COPPER J -BOX ®El PB RECEPTACLE BOOR DEVICE DT DUAL TECHNOLOGY OCCUPANCY SENSOR (CEIUNG MOUNTED) C/W HEAT DETECTOR R PASSIVE INFRARED OCCUPANCY SENSOR (CEILING MOUNTED) op (ti CEILING MOUNTED DEVICE Bo ROOM CONTROLLER 0 GAS DETECTOR KILOVOLT AMPERES ® SPECIAL RECEPTACLE © DAYLIGHT SENSOR Ica CARBON MONOXIDE DETECTOR 00/0oz CARBON MONOXIDE/NITROGEN DIOXIDE SENSOR (GARAGE) PNL Y MOTOR OUTLET © PHOTOCELL © ADA TWO-WAY COMMUNICATIONS SYSTEM ❑© EXHAUST FAN QV VOLUME CONTROL KP ACCESS CONTROL KEY PAD THERMOSTAT OUTLET °. WALL SPEAKER CR ACCESS CONTROL CARD READER ❑S REMOTE SENSOR OUTLET 0 CEILING SPEAKER Sos ACCESS CONTROL DOOR STRIKE T TELEPHONE OUTLET 04 SURVEILLANCE CAMERA ML ACCESS CONTROL MAG LOCK V(#) COMPUTER DATA OUTLET (j)) INDICATES JACK QUANTITIES I DVR I SURVEILLANCE DIGITAL VIDEO RECORDER El ACCESS CONTROL DOOR SENSOR 7 NETWORK AND VOICE OUTLET 'NURSE' NURSE CALL ANNUNCIATOR PANEL o ACCESS CONTROL REQUEST TO EXIT ® WIRELESS ACCESS POINT CEILING MOUNTED I-0 NURSE CALL EMERGENCY CALL DEVICE 0' PUSHBUTTON TV TELEVISION OUTLET g NURSE CALL EMERGENCY CALL LIGHT -0 BELL NOTE ALL MOORS MAT HOT BE USED. ABBREVIATIONS INDEX # NUMBER DC DIRECT CURRENT KW KILOWATT PT POTENTIAL TRANSFORMER Q PHASE DISP DISPOSAL LRA LOCKED ROTOR AMPS PV PHOTOVOLTAIC 1+ SINGLE PHASE DRY DRYER LTG LIGHTING PVC POLYVINYL CHLORIDE 2P TWO -POLE DW DISHWASHER MAN MASTER ANTENNA TELEVISION (R) RELOCATE 34 THREE PHASE DWG DRAWING MAX MAXIMUM RECP RECEPTACLE 4P FOUR -POLE EC EMPTY CONDUIT MB MAIN BUS REF REFRIGERATOR AC ALTERNATING CURRENT EM EMERGENCY MCB MAIN CIRCUIT BREAKER REQ REQUIRED AFF ABOVE FINISHED FLOOR EMG EMERGENCY GENERATOR MCC MOTOR CONTROL CENTER RLA RATED LOAD AMPS AFG ABOVE FINISHED GRADE EMT ELECTRICAL METALLIC TUBING MCM 1000 CIRCULAR MILLS RMS ROOT MEAN SQUARE AFP ARC FAULT PROTECTOR EPO EMERGENCY POWER OFF MH MANHOLE SE SERVICE ENTRANCE AHJ AUTHORITY HAVING JURISDICTION EWC ELECTRIC WATER COOLER MIC MICROPHONE SPD SURGE PROTECTION DEVICE AIC AMP INTERRUPTING CURRENT (SYMMETRICAL) EWH ELECTRIC WATER HEATER MIN MINIMUM SPEC SPECIFICATION AL ALUMINUM E EXISTING MLO MAIN LUGS ONLY SPK SPEAKER AM AMPS METER F FUTURE MNF MANUFACTURER SS SELECTOR SWITCH AMP AMPERE FA FIRE ALARM MTG MOUNTING SW SWITCH ANN ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL MTR MOTOR SWBD SWITCHBOARD ATS AUTOMATIC TRANSFER SWITCH FC FOOT CANDLE MW MICROWAVE SWGR SWITCHGEAR AUX AUXILIARY FLA FULL LOAD AMPS (N) NEW TTB TELEPHONE TERMINAL BOARD AWG AMERICAN WIRE GAUGE FT FOOT N/A NOT APPLICABLE TBC TELEPHONE TERMINAL CABINET BC BARE COPPER FRZ FREEZER NC NORMALLY CLOSED TV TELEVISION BFG BELOW FINISH GRADE FS FUSED SWITCH NEC NATIONAL ELECTRICAL CODE TYP TYPICAL C CONDUIT GFAF DUAL FUNCTION GFCI/AFCI CIRCUIT BREAKER NEMA NATIONAL MANUFACTURING ASSOCIATION US UNDERGROUND CAB CABINET GFCI GROUND FAULT CIRCUIT INTERRUPTER NEC NATIONAL FIRE CODE UNO UNLESS NOTED OTHERWISE CATS COMMUNITY ANTENNA TELEVISION GFEP GROUND -FAULT EQUIPMENT PROTECTION NFPA NATIONAL FIRE PROTECTION ASSOCIATION UPS UNINTERRUPTIBLE POWER SUPPLY CAN CABLE TELEVISION GFP GROUND FAULT PROTECTOR NFS NON FUSED SWITCH V VOLT (KV -KILOVOLT) CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED GRC GALVANIZED RIGID CONDUIT NIC NOT IN CONTRACT VA/R VOLT-AMPS/REACTIVE CKT CIRCUIT GRD GROUND NL NIGHT LIGHT VM VOLT METER CLG CEIUNG HP HORSE POWER NO NORMALLY OPEN W WATTS CNTR CONTRACTOR HZ HERTZ NTS NOT TO SCALE W/ WITH CO CONVENIENCE OUTLET IG ISOLATED GROUND OFCI OWNER FURNISHED CONTRACTOR INSTALLED WASH WASHER CRT COMPUTER TERMINAL IMC INTERMEDIATE METALLIC CONDUIT OF01 OWNER FURNISHED OWNER INSTALLED WH WATTHOUR CT CURRENT TRANSFORMER IN INCH 00&0 OUTSIDE SCREW AND YOKE W/0 WITHOUT CU COPPER J -BOX JUNCTION BOX PB PUSH BUTTON WP WEATHER PROOF C/W CONDUIT WITH KV KILOVOLT PF POWER FACTOR XFMR TRANSFORMER (D) DEMOLISH/DELETE KVA KILOVOLT AMPERES PFR PHASE FAILURE RELAY XFMR-SW TRANSFORMER SWITCH DB DECIBEL KVAR KILOVARS PNL PANEL HP EXPLOSION PROOF NOTE THIS IS A TY%CAL ABBRENATON UST. NOT ALL ABONs MaY BE OSED ON THIS PBNECi DESIGN CONTACTS ELECTRICAL ENGINEER. RYAN BEAGLES ELECTRICAL TEAM LEAD: MANUEL MASBERNAT ELECTRICAL DESIGNER CHASE CHRISTENSEN. SHEETINDEX SHEET NUMBER SHEET TITLE E0.0 ELECTRICAL COVERSHEET E1.1 SITE PHOTOMETRIC PLAN E6.1 FIXTURE CUTSHEETS cV ROYAL ENGINEERING ELECTRICAL 1837 S. EAST BAY BLVD. PHONE 801.375.2228 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 COPYRIGHT®IJ0Ba J201931DATEPLOTTED: 0711412020 to..Nei EoAo..,AE.a�.N • ••• ••• • ••••••••• r ••• • •`,, • • •••• ••• • •••••••• - •••••• • •••00 •• •••••••••• LL • • • ••••• •i- dirvelapt 454 N 600 W, SLC, UT 84116 e: how d y@ dl vele pt.eom p: 801 -680-4485 00:000000. dl v el e p t.eom J X ce m No. Date Description BRIXX PROJECT A001.8. 14300 Interurban Ave S. Tukwila, WA 89168 19-15 JDH PERMIT SET 09 JULY 2020 ELECTRICAL COVERSHEET 61 E0.0 DI VELEM" DESIGN LLC 00IR 62 LIGHTING SCHEDULE FIXTURE NUMBER FIXTURE MANUFACTURER FIXTURE CATALOG# LAMPS FIXTURE DESCRIPTION REMARKS TYPE QTY. VOLTS WATTS MOUNTING Fi PHILIPPSEOOU�ALAPPROVED PWS-48L-300-NW-02-3-UNV-C050-IMRI3 LED - UNV 47 SURFACE) LED SURFACE WALL FIXTURE COMFORT OPTICS SITE LIGHTING FIXTURE SCHEDULE FIXT FIXTUREPS • POLE REMARKS 8 MANUFACTURER CATALOG# VOLTS APO. WATTS MOUNTING TYPE OTYIBIXT. MANUFACTURER HEIGHT CATALOG SF, PHILIPPS (0R APPROVED EQUAL) P26-0BL-700-NW-G2-3-UNV-C550.1MRI3 120 1 100 POLE LED - LITHONIA GARCCO MCGRAW SPAULDING LTG CMT UNITED LSI 20'-0' SSS 204C SSS -20-4-11 SSS4A20-SFXXX SSS-20-00-1"-111 ZA20-4A-HS-PC-BC RPSQ-20-4-11 4SOBX-S110-20-X-48C /- \ / /\N \ \ \ \ \ \\\\ Ni '3.3 '1.5 '3.1 +5.'1_ '4.6 .3 1.1 6 '0.4 '0.2 5 5 2 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 '0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0,0 1.7 1.6 2.3 .3 .3 5 '1.4 rF- .7 III 111 III 32 3.7 -4. \ 5.7 A GA \ \ \ '1.r 2/3.7\ +4.5 \ \ \ \ '1.5 2:4 '2.8,, '2.4 '1,7 \ \ \ \2 \ \'1.5 2.0 '2.11 '1.9 '8.8 \ \'1.5 '1.5, '2b '2.8.� \ \ g \ \ \ '1.5 '2X1 '3.O\ '4.{912 Ah '1.6 '257� '3.. '5.3 '5:0 \ \ \ \ \ +1.6 '1 '3.5). 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' 5.7 '3,9 '2.4 'Oq' '3.4 '3.1 '2.4 '0.2 '2.5 '2.6 '2.3 '0.0 ' 2.9 '2.8 '2.4 +0.0 '4.8 '3.6 '2.4 '0.� F7 .4 '4.0 '2.2 +0.5( '5.7 '3.7 '2.1 'O.0 MI'3.4 '2.6 '1.8 'O.0 '3.9 19 rL=II ' 4.6 �1 '5.2 2.7 +�'t>_FG _ J 0.8 '1.5 '3.3 0.6F1'5 - +12'AFG X 2.3 '2.5 '3.1 4.6 '4.8 '3.6 '2.1 '1.4 '2.1 '2.2 '2.5 '3.0 '4.1 '4.9 '4.3 '2.7 '2,0 '22 '25 28 28 '24 '1R 14 '17 '19 '21 '23 +25 '2R '25 '2D,, SITE PHOTOMETRIC PLAN SCALE: 1- _ cV ROYAL ENGINEERING ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 DATE PLOTTED: 0711412020 • •••••• 1 •••••••••• r ••• • s `, • •••• ••• • ••••••• •••••• • •••,f' •• •••••••••• LL • • • ••••• •i- di'✓elapt 454 N 600 W, SLC, UT 84116 e: how d y@ dlve lept.eom R801-680-4485 w: w w w. d lv ele p t. eom J X ce m No. Date Description BRIXX molenuaay. 14300 Interurban Ave S. Tukwila, WA 89168 19-15 JDH PERMIT SET 09 JULY 2020 SITE PHOTOMETRIC PLAN 63 E1.1 DIVELEPTDESIGN LLG�,a 64 1Vpe2 types 70042044027 SW Npaev 2-270 dued702N 1Ypel 3014-90 D enlw 2-90 Potalletliell90. 3-270 012074170 Amt 00000441270' 4 744 HC mouoncoard A Blf 9Mti&44.41 4.0 4270 4000009020 9141 440)144)000 I G GARDCO by (signify Site & Area PureForm P26 medium area light Gardco PureForm LED area medium P26 features a sleek. low profile design and optimal performance. PureForm area medium is designed to achieve maximum pole spacing, with lumen output up to 28.900 lumens. Multiple distribution and shielding options are available to achieve maximum control. A full range of control options provides additional energy savings. Ordering guide - a - u9 61 Os 14.60 BO 801. 400 400 A SOD 600mA 600 600. BOO 800 A 700 700 A BOO 800. 900 900 A MCA* rnan maNGenerationi 4r4 -1I3 wormwilownixx. 1M Gmer0lm3 590nm1 _ example: 14213 -1341,1300,4W -02,14-3-120-141S-1401, 00 0 OV mming 3YM Security1.1.0 Wkle5.5810001,'" IRE 0130 Median 3096 DIMMIng ANUS. "°•°- • 417 1470143387 PCB 11295 Twist 0Y0.ecep1atle5Rnn .01197 o[9Reo400 n^ .. RAP[ TO .Rn4Rrd • X92Wane Fl m0.m40' ..3270 Datible42041.240.480,14.0° w1o08. aewA(5°a Polellounl PM* FPI 4003030341020' FPI WM)' m ranadianomble 1206.2<0. aew40° Pm0aon11044s44444e SIR ivvvvo2okk • 102Mtlu 0x01M.0 RBA Poet Ple Ada.pw, atsnor 3-3 Im+0111weFgslM5Hd1" “444441421.1e4 PAL702.4I CC Custommlat lcpab ped Iacloryouow 1. Extended lead Omexaoply..Conlmtfacto brdela14 p4o9k O optic, 3. LimIled 144 maximum 44 4StlegreesalmIng 4441304rmeam2A mAco..,� to1a441to l� �:u )pnR9y7 vaea:;aoo oW am 5. Not available with motIonsensm. 12 Notarallablewith min442n4 0CPAAL)i.,w a,aa .M44. 7.eatY4nto,)an�b 13. Not aM,p:d. 1,120.M4 6.Rmaaal2a. P26_ 11reFor,n erea_medwm 03420 page ars 000 0 UL OS GARDCO by Dignify F Wall Mount PureForm LED wall sconce Gardco PureForm LED wall sconce PWS with precision optics offers a sleek. low profile design that will complement a range of architectural styles. PureForm wall sconce provides up to 21,800 lumens to accommodate multiple mounting heights, and is available with Type 2. 3. 4. as well as our back light control optics. A full range of control options is available for additional energy savings. Optional emergency battery backup option is available for path -of -egress and is integral to the luminaire. IOW Proloot Ordering guide 44 ample: PA. -O. -Soo -ow -c2.2.050-4363 MPG) conga) ton. load tl as appry contact rectory for a. Aveneeeomr.mor 4. Not lablo wit other Ormmino control options. 6. Not. table wit motton tensor. PLYS._PureFom,...wall_seance 11/19 P00010, 6 1.10 Wog. wireless modui,,,, �0ew• 504x44 MOO .7,17;3096Ormmin0 7. Not available In B. 14ust 7or e.wecry 3tvoltage. per circuit (BC,. 10 Not available 4,4414 OCC.S.V, end CO/C14/CE/00... 11. Nat walla le In NO or 900mA. 111 14. lAust opacity a moton sensor Ions. options Leflum Gray RAL Spool, Num c V� 0s c7 ROYAL ENGINEERING ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 COPYRIGHT°IJ000 J20193IDATE PLOTTED, 0711412020 �..a gal 0011.��0f.33))o p41a)) �asa70 3)g 104,13°);0 • ••• ••• • •••••••S r ••• • •`,, • • •••• ••• • •••••••• - ••••••••••00 •• •••••••••• LL • •• • ••••• r dirvelapt 454 N 600 W, SLC, UT 84116 ei how d y@ dlvelep t.eom p.801-680-4485 w.www.dly ele pt. eom J X ce m No. Date Description cvw BRIXX monenuarae.: 14300 Interurban Ave S. Tukwila, WA 89168 19-15 JDH PERMIT SET 09 JULY 2020 FIXTURE CUTSHEETS 65 E6.1 00ELEPTDES I00200O0 6