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HomeMy WebLinkAbout05D18560 N 0 N z DRAWING INDEX C-1 COVER SHEET C-2 TEMPORARY EROSION AND NDMENT CONTROL PLAN C-3 GRADING, DRAINAGE AND PAVING PLAN C-4 UTILITY PLAN C-5 DETAILS, LEGEND AND ABBREVIATIONS LANDSCAPING L-1 LANDSCAPE PLAN L-2 PLANTING AND NOTES 1-1 IRRIGATION PLAN BENCHMARK (NGVD 29 REFER TO CITY OF AUBURN DATA, BASM ON BENCHMARK 23-Y, TOP OF SOUTHEAST CORNER OF CONCRETE BASE FOR LIGHT STANDARD AT SOUTHWEST CORNER OF PARKING LOT ON THE NORTH SIDE OF 15TH STREET SOUTHWEST AND "0" STREET SOUTHWEST, ELEVATION = 75.11. TO CONVERT TO (NAVD 88), ADD 3.53 FEET TO BENCHMARK. ELEV. = 78.64 LEGAL DESCRIPTION LOT E THOSE PORTIONS OF LOTS 32 AND 33, AUBURN 400 CORPORATE PARK DIVISION I, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 128 OF PLATS, PAGES 97 THROUGH 99, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT E, CITY OF AUBURN LOT LINE ADJUSTMENT NO. 0016-93, RECORDED UNDER KING COUNTY RECORDING NO. 9312012061, THENCE NORTH 00.40'08" WEST 5.07 FEET ALONG THE NORTHERLY PROLONGATION OF THE KST LINE THEREROF TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHERLY HAVIING A RADIUS OF 318.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 0913'05" WEST); THENCE EASTERLY 54.87 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 09°53'13" TO THE NORTH LINE OF THE SOUTH 180.00 FEET OF SAID LOT 32; THENCE NORTH 89.19'52" EAST 149.00 FEET ALONG LAST SAID NORTH LINE AND THE NORTH LINE OF THE SOUTH 180.00 FEET OF SAID LOT 33 TO THE NORTHERLY PROLONGATION OF THE EAST LINE OF SAID LOT E; THENCE SOUTH 00"40'08" EAST 172.00 FEET ALONG SAID EAST LINE TO THE NORTHERLY MARGIN OF RIGHT-OF-WAY FOR 15TH STREET SOUTHWEST DESCRIBED IN DEED TO THE CITY OF AUBURN RECORDED UNDER KING COUNTY RECORDING NO. 9405061416; THENCE SOUTH 8919'52' WEST 203.60 FEET ALONG SAID NORTHERLY MARGIN TO SAID WEST LINE OF LOT E; THENCE NORTH 00.40'08' WEST 171.65 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. THE PARCEL DESCRIBED ABOVE CONTAINS 35,105 SQUARE FEET, MORE OR LESS. SITUATE IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON. LOT F THAT PORTION OF LOT 33, AUBURN 400 CORPORATE PARK DIVISION I, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 128 OF PLATS, PAGES 97 THROUGH 99, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT F, CITY OF AUBURN LOT LINE ADJUSTMENT NO. 0016-93, RECORDED UNDER KING COUNTY RECORDING NO. 9312012061, THENCE NORTH 00'40'08" WEST 5.00 FEET ALONG THE NORTHERLY PROLONGATION OF THE WEST LINE THEREOF; THENCE NORTH 8919'52" EAST 204.00 FEET TO THE NORTHERLY PROLONGATION OF THE EAST LINE OF SAID LOT F; THENCE SOUTH 00440'08" EAST 172.00 FEET ALONG LAST SAID PROLONGATION AND EAST LINE OF THE NORTHERLY MARGIN OF RIGHT OF WAY FOR 15TH STREET SOUTHWEST DESCRIBED IN DEED TO THE CITY OF AUBURN RECORDED UNDER KING COUNTY RECORDING NO. 9405061416; THENCE SOUTH 8919'52" WEST 204.00 FEET ALONG SAID NORTHERLY MARGIN TO SAID WEST LINE OF LOT F; THENCE NORTH 00'40'08" WEST 167.00 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. THE PARCEL DESCRIBED ABOVE CONTAINS 35,088 SQUARE FEET, MORE OR LESS. 1'&ITUATE IN THE CITY OF AUBURN,WASHINGTON. THOSE PORTIONS OF LOTS 33 AND 34, AUBURN 400 CORPORATE PARK DIVISION I, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 128 OF PLATS, PAGES 97 THROUGH 99, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE EAST 37.48 FEET OF THE SOUTH 175.00 FEET OF SAID LOT 33; THENCE NORTH 89'19'52" EAST 168.00 FEET ALONG THE NORTH LINE OF SAID SOUTH 175.00 FEET OF LOT 33 AND ITS EASTERLY PROLONGATION TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 30.00 FEET; THENCE EASTERLY, SOUTHEASTERLY AND SOUTHERLY 47.12 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" TO A POINT OF TANGENCY ON THE EAST LINE OF THE WEST 160.52 FEET OF LOT 34, SAID PLAT; THENCE SOUTH 00'40'08" EAST 115.00 FEET ALONG LAST SAID EAST LINE TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 30.00 FEET, THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 47.12 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90000'00" TO A POINT OF TANGENCY ON THE SOUTH LINE OF SAID LOT 34; THENCE SOUTH 8919'52" WEST 167.65 FEET ALONG SAID SOUTH LINE AND THE SOUTH LINE OF SAID LOT 34 TO SAID WEST LINE OF THE EAST 37.48 FEET OF LOT 33; THENCE NORTH 00.40'08" WEST 175.00 FEET ALONG LAST SAID WEST LINE TO THE POINT OF BEGINNING. THE PARCEL DESCRIBED ABOVE CONTAINS 34,264 SQUARE FEET, MORE OR LESS. '%NTUATE IN THE CITY OF AUBURN, NW COtOM, WHIINGTON. coy, #Zl M�[MAIEM PER CIITY COMMENTS 0 J 8 INVESTORS LLC (425) 744-0900 NW 1/4 SECTION 24, TOWNSHIP 21N, RANGE 4E, W.M. SITE ADDRESS: 1101 SUPERMALL WAY AUBURN, WA 98001 PROJECT DIRECTORY ARCHITECT CLIENT CIVIL STRUCTURAL CDA ARCHITECTS, INC. JS INVESTORS LLC c/o KPFF ENGINERING RICHARD HUDSON & ASSOCIATES 19524 BALLINGER WAY N.E. EMERALD PROPERTIES BROKERAGE & DEVELOPMENT, INC. 711 COURT "A", STE. 202 1605 - 12TH AVE., STE. 18 P.O. BOX 55429 18027 HWY 99 SUITE B-2 TACOMA, WA 98402 SEATTLE, WA 98122 SEATTLE, WA 98155 LYNNWOOD, WA 98037 PH (253) 396-0150 PH (206) 324-6160 PH (206) 368-9668 PH (425) 744-0900 FAX (253) 396-0162 FAX (206) 324-6248 FAX (206) 368-9558 FAX (425) 744-0311 CONTACT: MARK STEPPY CONTACT: RICK HUDSON CONTACT: TERRY DIR CONTACT: JOEL INGRAHAM XXX CONSTRUCTION XXX XXX (253) XXX FAX: CONTACT. DN 0 MAIN ST. DESIGNS 110 THIRD AVE. N. EDMONDS, WA 98020 PH (425) 771-4809 FAX (425) 771-5728 E-MAIL MAIN_ �:�Illt1•I "LINK.NET CONTACT: KEN I Y GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALLCONFORM 1 THE CITY OF AUBURN'S REQUIREMENTS Rr AND : IN ACCORDANCE WITH THEAPPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER,1 THE CITY. 2. ALL 1 CONFORM 1"WASHINGTONDEPARTMENT OF TRANSPORTATION (W/1 STANDARD ` FOR 'TAD BRIDGE, 1 MUNICIPAL CONSTRUCTION"111EDITION), EXCEPT MERE SUPPLEMENTED OR MODIFIED BY THE CITYS CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE is SITE DURING CONSTRUCTION. PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THESTART OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS 1 1 1 TO SCHEDULE ` SHOWN4. LOCA11ONS SHOWN FOR EXIS11NG UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAU11ONED THAT OVERHEAD U11LITY LINES MAY NOT BE ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVA11ONS AND LOCA11ONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 1 1 LOCATION 1, WASHINGTONRESPONSIBILITY FOR, UNDERGROUND FACIL111ES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19-122 REVISED CODE OF PRIOR 1 STARTING CONSTRUCTION, CONTRACTOR ,1• SHALL CALL ONE -CALL (1-800-424-5555) ,...• LOCATIONS (WATr SANITARY SEWER, STORM .O ■ TELEPHONE1' SCHEDULE5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND 1R HAULING MATERAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR CITY BELJEVES THAT THE PROPOSED HAUL ROUTE i W `. *...: STREET NETWORK, MAY BE LIMITED 1 THE APPROF"ATE OFF-PEAK HOURS 1• ALTERNATE ROUTES. 6. THE CONTRACTOR ' '1 1• : f 1 AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL1 STREET MAINTENANCE SHALL BE SUBMITTED 1 , THE CITY 1, APPROVAL. CONTRACTORS 1 LIABLETHEIR SURETY SHALL BE 1. INJURIES 1 DAMAGES 1 PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS 1R NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACiLITIES SHALL BE DONE UNDERDIREC11ON OF A WASHINGTON LICENSED LAND SURVEYOR 1•A WASHINGTON LICENSED PROFESSIONAL 8. CER11FIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO 1.1 CONSTRUCTION DOCUMENT"HANDOUT. DATE JULY 1, 2003 Al No: 102823 ZIPPER ZEMAN ASSOCIATES GEOTECHNICAL AND OWNMENTAL ENGR 18905-33RD AVE. W., STE. 117 LYNWOOD, WA 98036 PH (425) 771-3304 FAX (425) 771-3549 CONTACT. TIMOTHY ROBERTS, PROFESSIONAL ENGR CONTACT. JOHN ZIPPER - PRESIDENT SCHEDULECONSTRUCTION SE 1. 1 ATTEND PRECONSTRUCTION CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND 1ING LIMITS AS SHOWN ON PLANS. TEMPORARY3. INSTALL FILTER FABRIC FENCE AND FABRIC UNDER SHOWNGRATES AS ON PLANS. 4. INSTALL TESC FACILITIES. 5. BEGIN 1 COMPLETE DEMOLITION. 6. INSTALL NEW 1 7. GRADE SITE IN AC1.1, PLANS. r HYDROSEED ALL DISTURBED ,1 GRADED AREAS UPONCOMPLETION OF GRADINGAND IN ACCORDANCEr i TEMPORARY EROSION AND SEOWTAT10N CONTROL PLAN. • MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION INSTALLEDDANGER HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS AND FUNCTIONAL. 11 NOT CONVEYSEDIMENT-LADEN WATER INTO STORM DRAINAGE 10. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURNOFFICIAL. 41/ cy .11 cy MAIN ST a 181 a. cn z m c, 18 167 < 164 J V z v m m < U SUEERIVIALL Z ,m Q 157H ST SW a--- CITY LIMITS ® BOUNDARY BLVD PROJECT ml LOCATION I _14 I gam" m SITE AREA 1.37 AC. PARKING REQUIRED FOR BUILDING "A" EXISTING ZONING C-3 (HEAVY COMMERCIAL) BUILDING "A" 9,471 S.F. 0 1 STALL/200 S.F.=47 STALLS EXISTING USE VACANT PROPERTY PARKING PROVIDED 59 STALLS (W/2 H/C STALLS) BUILDING AREA 9,275 S.F. COMPACT REQUIRED=307.=18 PROVIDED: 18 PROPOSED USE RETAIL SPACE ACCESSIBLE STALLS REQUIRED TAX PARCEL NO. 030150-0320, 0300 (27 OF TOTAL) 2 STALLS TYPE OF CONSTRUCTION V-N ACCESSIBLE STALLS PROVIDED 2 STALLS BUILDING DEPARTMENT CITY OF AUBURN VAN -ACCESSIBLE STALLS OCCUPANCY M REQUIRED (1.8 STALLS) 2 STALLS MAXIMUM BUILDING HEIGHT 45'-0" VAN -ACCESSIBLE STALLS LANDSCAPE REQUIRED PROVIDED 2 STALLS 9,459 S.F. PARKING x 20%= 1,891 S.F. LANDSCAPING PROVIDED 1,989 S.F. H 0 =AP Consulting Engineers 711 Court "'A", Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 VICINITY MAP NTS 1_31 _L.I a L-1-1 .1-1 1 ITL, \.W Wwww" DPW Lj 1 5 TH 5T 5101 SITE PLAN 1 0 =40' 1� RECORD DRAWING CERTIFICATION PROJECT REF: BLD03-0214 GRra 03 -0036 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIM90N REQUIREMENTS. cP 01/3045 BY: DATE: TITLE/POSITION: APPROVED BY: CONFIRMED BY CITY: DATE: DAIS APPROVED: AUBURN RETAIL ' HEET *111 101010111 h Q Q GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRA1ION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE a SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: w FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE J THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN m THIRTY DAYS SHALL BE STABILIZED WITHIN THEN DAYS. w FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE < CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET a_ THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 m HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT Z WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE o STABILIZED IMMEDIATELY. 7. ALL DENUDED AREAS AND DISTURBED AREAS MUST BE STABILIZED BY THE FOLLOWING STABILIZATION METHOD. HYDROSEEDING AND C MULCHING PER THE FOLLOWING: 0 o a.) TIME OF PLANTING -DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: a N IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) b.) SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. c.) FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NONPHOSPHORUS FERTILIZER. d.) SEEDING — APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 POUNDS/ACRE: NAME PROPORTIONS PERCENT BY WEIGHT PURITY RED TOP (AGROSTIS ALBA) 10% 92 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 CHEWINGS FESQUE 40% 97 RUBRA COMMUTATA) �RESTUCA JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 (TRIFOLIUM REPENS) e.) "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED-MULCH- FER11LIZER MIXTURES, MAY ALSO BE USED. f.) MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. x W J 4 � X Q 3 2 i cti O NO. :1 411 iREVISED PER CITY COMMENTS REVISED PER NEW SITE • , 1 �® _1 1mam— DRAWN BY DESIGNED :. WGC WGC , W-'' ,i t CHECKED BY APPROVED BY! Alk k , DATE JULY 1, it JOB :� k_p Consulting Engineers 711 Court "A", Suite 202 Tacoma, Washington 9,6402 (253) 396-0150 Fax (253) 396-0162 `.1 BY. RECORD DRAWING CERTIFICATO THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: DATE: 1 �N GRAPHIC SCALE 1 inch = 30 ft. ' 1 11► THESE RM ARE APPROVED FOR CONFORMANCE CITY OF WAIM 9406M DIVISION QR1 E #PROVED W. DATE APPROft. SHEET TEMPORARY EROSION AND SEDIMENT CONTROL PLAN =14 WI- PF 11 -�06'5Ita't 4 u j '�K •. [ C-) TF SIDEWALK 0 .. �• Q SUPERMALL Y .. 1 1 11... r�•.R; /•f4T.i�� ��� �r.r.....0 .1 40 /► /-CATCH BASIN (TYPE 1 s • - .. , �� ■ EAT n - ■`. ■��rr � i TOP z� � RIDGE 1 w�. -♦ . ` � .. .� ' , `4v i C rw wi*L • i 1 1 .... ■ /�_;� 1' x . ■ I�' :� " • : ,•, • ---_ • 'LLEVELIR . 01 R=7 li mm I �! Sol.. MININi 11 1 1 11 /;1 � •+ wiEA1 ` ¢ DRNO 1 SD1: 1 1 1 TE { 1 • • • • { • • 1 •. , AS r • 1 1 • 11 R� .,y ��i 1• r rf[ r I� OL CONCRETE EXISTING STORM DRAIN 0.10 r2 ROOF DRAINS FOR 18.10 iCATCH BASIN • C-5 SIDEWALK 10 RIM 75.52 &awl• - • • • • ADJUST EXIb 1. •„` TO `I� ,. t ... .y! ; � it ,tA .• 1 1 1 1 11 ' " r" YEA _ _' ' ..��"� ,MA■ IIMaw J r, �-► ' .�G.� �1 I� ►fir.. ,_ '- man�Yi �• � \ i ~� � •�— { MMMMIRT NMA (TYPE 11) CATCH BASI "y • 1 • • CONC E • ' �■ i jj -!1W#UC-/W = 69,51 127 PVC_N__71V-��_ ;. TIE TO G TYPE II 72" M- IE=6&69 (36" E,W) IE=69.69 (24" N) -12" W 19+00 00 8, "S 0 TO MAINTAIN EXISTING BERM PER STD PLAN GERW-1 MAX. HEIGHT = 4' 20+00 ryry�'� C" ,CnJ7F \ i( CL W W V) V3 Ln X x J F-' x J 0 c" 1 3 9/24/03 JAS MRS MRS REVISED PER CITY COMMENTS 2 9 03 JAS MRS tiS REVISED PER NEW SITE PLAN 1 8 8 03 JAS MRS MRS REVISED PER CITY COMMENT LETTER 8/1 /03 N x N0. DATE BY CHID. APPR. REVISION r C) b " W — i — I,- C-5 21 +00 649G J 8"S EXIST, CURB AND GUTTER J n, D DRAWN BY DESIGNED BY WGC WGC ALL 2 N►M DAY CHECKED BY APPROVED BY BEFORE YOU DIG MRS oa,E -- 1-800-424- JULY 1, 2003 SCALE: JOB No: 102823 AS SHOWN 15T STREET SOUTH WEST rp,71.20 c3; ',.' 0.? co 22+00 P_f Consulting Engineers 711 Court "A", Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fox (253) 396-0162 m 8"s iA FE w 1 2y W2-34- 111 � 00 Ill l.•., " (3 r� � 8" S ..a 6 " G t Si „00 T. REM DRAW 011RCM PROTECT REF: MD03-0214 0,9401- o"4 mx DRAMs mM•fllMl TO x ME RA ARE JMMM FOR C NIRAcmn coMSAN1CAoll Imm CNOMM M " TIE CITY of M8X(S DM9011 EmEm BY: DATE: mmm Ff. BY n DATE: MAIE IM''va 3 AUBURN RETAIL SHM C-3 O �? � GRADING DRAINAGE AND PAVING PLAN �ssloxal ��1 � ?®- WHO 02/27/®5 6MEET 3 OF 5 [j P F'� 7 0 6 � y T�i � w r 0 M M N N O I ABBREVIATION AC. ACRE ACP ASPHALT CONCRETE PAVEMENT ATB ASPHALT TREATED BASE BOT BOTTOM CB CATCH BASIN (L CENTERLINE CL CLASS CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTIUE, CONTINUOUS CSC CRUSHED SURFACING BASE COURSE CY CUBIC YARDS DTL, DIET. DETAIL E EAST, EXSTING EA EACH ELEV ELEVATION ENT ENTRANCE EP EDGE OF PAVEMENT EX., EXIST. EXISTING FFE FINISHED FLOOR ELEVATION G GAS HZ. HORIZONTAL IE INVERT ELEVATION L LENGTH, LINE LF LINEAR FEET LT LEFT MAX. MAXIMUM MH MANHOLE MIN. MINIMUM N NORTH, NORTHING NTS NOT TO SCALE P POWER PE PO ` `HAEl POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS RT RIGHT S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SS SANITARY SEWER STA STATION T TELEPHONE TC TOP OF CURB TYP TYPICAL VERT VERTICAL W WATER, WEST W/ WITH 0 AT 4 DIAMETER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STD STANDARD TESC TEMPORARY EROSION/SEDIMENT CONTROL LEGEND EXISTING PROPOSED PROPERTY LINE WORK LIMITS CENTERLINE PHASE LINE �� �■�■� �� a EASEMENT SILT FENCE LOT LINE - - - - INTERCEPTOR SWALE"�- CHAINLINK FENCE - -- x x - x CATCH BASIN PROTEC11ON SWALE STORM DRAIN PIPE STORM MAIN PIPE TO BE ABANDONEDSTORM STORM DRAIN CATCH BASIN N STORM DRAIN MANHOLE @ DRAIN PIPE OWS ROOF DRAIN PIPE WATERMAIN =#w-- -- - - STOW DRAIN CATCH BASINRM ■ Q WATER METER RIDGE LINE - - - - - - - - - - - - -- WATER VALVE SPOT ELEVATION1 FIRE HYDRANT SURFACE FLOW r.....- SANITARY SEWER PIPE ---- •SS...- ClEANOUT • WATERMAIN SANITARY MANHOLE 0 e WATER METER CAP CLEANOUT SANITARY SEWER PIPE ELEC. CONDUIT - - - ----- Ec-- - - -- - CAP C GAS LINE ---_4' GAS------ GAS METER ROCERY TELEPHONE LINE _ T-- VERTICAL CONCRETE CURB TELEPHONE MANHOLE 0 EXTRUDED CURB FRANCHISE UTILITIES (POWER, TELEPHONE, 0 @ [Io GAS, CTV) POWER VAULT AREA LIGHTS STREET LIGHT STREET LIMIT CONTROL BOX TREE fi CONTOUR LINE - - -- -- ---- - - SPOT ELEVATION SLOPE:, w RIP -RAP ROCKERY FLOW DIRECTION - - BENCHMARI 100 2 1/2 S• s 1/2• LANDSCAPE SEE PLANS � PER PUN PAVEMENT 1/4" SCORE PER PLAN 4, LINE 6" BACK 2% LO TOP OF >"• `O - PAVEMENT COMPACTED ' i I— BOND gJRB TO ASPHALT EARTH NTH EPDXY BOTTOM OF CUT/SAWEDJ CEMENTMINIMUM 2" COMPACTED 6� � VERTICAL JOINTS AT CONCRETE DEPTH CRUSHED 10 FT MAX. SPACING SURFACING TOP COURSE CONCRETE SIDEWALK SECTION r5"1 NTS SEE STD DWG. STSW-1 FOR C-5 FURTHER INFORMATION EXTRUDED CONCRETE CURB SECTION NTS ` J H Z 2 9/5/03 JAS 1 8/8/03 1 JAS N'O. DATE BY IFS .. MRS MRS REVISED PER NEW SITE PLAN TARS MRS REVISED PER CITY COMMENT LETTER 8/1/03 CHI).APPR. I REVISION DRAW BY DESIGNED BY WGC KC MRS DATE DULY 1, 2003 JOB No: 102823 Consulting Engineers 711 Court "A", Suits 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 CRUSHED SURFACING TOP COURSE WSDOT STD. SPEC. 9-03.9 (3) I 1III1 I11_-=I I I I I III I � �I I IE I NOTE: SUIBGRADE COMPACTED TO 95% OF MAX. PAVEMENT SECTION TO BE VERIFIED DENSITY PER ASTM D-1557 IATN PROJECT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. ASPHALT PAVING SECTION NTS SPEC.ASPHAL11C CONCRETE, ASPHALT TREATED BASE PER CLASS B WSDOT SM. WSDOT SM. SPEC. 4-06 NTS J 3/e VERTICAL CEMENT CONCRETE CURB SECTI01 NTS SEE PAS 1/4" SCORE 4„ L K( 6" BACK __ ► COMPACTED 6" 6" EARTH MINIMUM 2"' COMPACTED DEPTH CRUM SURFACING TOP COURSE FORMED CONCRETE SIDEWALK SECTI01 NTS SEE STD DWG. STSW-1 FOR FURTHER INFORMATION • 4" bf _111-111VI-111-111 MINIMUM 2" COMPACTED COMPACTED DEPTH CRUSHED EARTH SURFACING TOP COURSE CONCRETE SIDE SECTION NIS 4E! ! i i '• Ili . ff,11* „ !1 LANDSCAPE PER PLAN - - ---- - — SEE PLANS *VARIES, 11 PLANS 4" *2% *2% j Mw •„y-:I�i:�'ll°.°";!�'."'#e'.s wr.a+�^�a..:..,..7/:� :si:'s>t'M.fr: i=lT:";�-.1!`b COMPACTED COMPACTED DEPTH CRUSHED EARTH SU'RFACINGO O_ !S 0 CONCRETE SIDEWALK SECTION r7"\ NTS SEE STD DWG. STSW-1 FOR C--5 FURTHER INFORMA11O N RECORD DRA iG CERTICATO PROJECT REF: BLD43-O214 69 a-00 THEE m9w MM 6 TO 1w 0 wmcmws mum -5 wMM MFMWa IM x CM W, 1011 p" Balm Mw Nawam v 1136/03 Ft. MT: ROOM MM BY: BY M. DA1E OWO.fib R S SHEET � AUBURN RETAIL SHEET C-5 DETAILS, LEGEND AND ABBREVIATIONS SHMT 5 OF 5 fHH 45E f LAND5C,4P TREES CODE REQUIRED CODE REQUIRED CODE REQUIRED LANDSCAPE LANDSCAPE CODE REQUIRED ORDINANCE REQUIRED SIZE OR QUANTITY PROPOSED LANDSCAPING NON -ISLAND ISLAND TREES SIZE ISLAND SF. ISLAND OF. TREES TREES REQUIRED PROVIDED 25% SIZE INCREASE 25% QUANTITY QUANTITY SIZE INCREASE -1 13 1-1/2" TO 2" 1300 166-1 20 2" TO 2-1/2" 25 23 2" TO 2-1/2" 5HRU55 CODE REQUIRED CODE REQUIRED CODE REQUIRED LANDSCAPE LANDx,gPE CODE REQUIRED ORDINANCE REQUIRED SIZE OR QUANTITY PROPOSED LANDSCAPING N014-ISLAND ISLAND SHRUBS SIZE ISLAND SF. ISLAND OF. SHRUBS QSHFA BS REQUIRED PROVIDED 26% QUANTITY 25'� SIZE INCREASE QUANTITY SIZE INCREASE 31-0" Oic• I GALLON 1300 AS NEEDED i8"-24" AS SHOWN AS SHOWN 18"-24" GROUNDCOVER CODE REQUIRED CODE REQUIRED CODE REQUIRED LANDSCAPE LANDSCAPE CODE REQUIRED ORDINANCE REQUIRED SIZE OR QUANTITY PROPOSED LANDSCAPING NON -ISLAND ISLAND G.C. SIZE ISLAND OF. ISLAND OF. GROUNDCOVER GROUNDCOVER REQUIRED PROVIDED 25% SIZE INCREASE 25NC QUANTITY QUANTITY SIZE EASE 3'-0" or- 3'-0" oz. 4" POTS 1300 AS NEEDED I GALLON AS NEEDED AS SHOWN 1 GALLON Plant twice ball C une diseased and oken branches gaugqe steel wire •ougql-i clear vinyl usegelow first crotch 2 wooden stakes ;curely driven into ound. Stain brown. iter basin with 2" mulch gqlazed planting pit Frace topsoil, 1/2 native soil, ter thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Sca le 1 rune diseased and ad broken branches d -Water basin with 2" mulch Compacted topsoil watdr thorou ill , fertilize as re .iiil- Planting hole min. twice size of root ball SHRUB PLANTING DETAIL No Sca le Lai LAWN , No Sca le PLANTING BED DETAIL �paoi I NOTES 1. Subgrades, including berms, to within I/loth foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 4" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, lat t edition. 6. Plant material or size or0°kind not available may be substituted only with approval of Landscape Architect or Owner and City of Aubrun planning dept. -i. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. r. Positive drainage shall be maintained. Mound planting areas minimum 12". lo. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. ll. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. Planting be 2" mulch 1/2 spacMg distance GROUND COVER SPACING DETAIL No Scale- Triangular Spacing EXISTING TREES AND 36" HIGH BERM TO REMAIN PLANT LIST BOTANICAL / COMMON Acer rubrum ' Red Sunset '/ Red Sunset Maple 2"-2-1/2" Gal. B$B Pyrus calleryana ' Capital '/ Capital Pear 2"-2-1/2" Gal. B$B 0 Rhododendron ' Scintillation ' 24" min. B$B Full $ Bushy Abelia grandiHoro ' Edward Ooucher ' / Edward Ooucher Olossy Abelia 5 gallon 24" min. Full $ Bushy ® Taxus media ' Hicksii ' / Hicks Yew 48" min. B$B O Prunus L. ' Otto Luyken ' / Otto Luyken Laurel 21 " min. Full $ Bushy m Erica x darleyensis ' Furzey ' / Furzey Heather I gallon 24" O.G. o Ilex crenata ' Oreen Island ' / Oreen Island Japanese Holly 15 " min. Full s Bushy \linca minor / Periwinkle I gallon Is 24" O.G. Arctostaphylos uva-urei / I<innikinnick I gallon 24" O.G. Sodded Lawn isting trees to remain PERMALL OF GREAT NORTHWEST ZONE 8 PLANT SCHEDULE LANID5CAFE FLAN SCALE: P = 2O' -O" PROJECT REF: FAC0012-99 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By. U61- Date Approved: O O M O M O a) rn0 a) CID V)rn (D a) cu V)rn CCCCCrn a 00a''- E a� E C U U o o o W E U E o U 'O v, '> C C C C U L ow S- 00 maim}CC °U cn v� Mtn of y O o � � r N D O -a -C U low .j J= Z w ® O Ch Cl) us Z um cc 0 LL W Z a U M M oow 5 wZ W W� z WZ~ W OJQ �-wo < Wli tn3W Q YF- w U �Q W o co � �Lo W I 0 A W LO NN w0 WQ W o W T^ Q 00 V� rn Z N� d �o J o� Sheet � f It 7 0 b N,- kx` 6 Finish grr b/ Top of nwkh I&spraayy sprinkler w/ Pkatic MPR nozzle 1/2-irw,h males NPTx .4010 Inch Barb Elbow 12" Niles or Funny Pipes PVC Scho&lo 40 Too or Ell Select badcfll remove rock.&, debris and sharp Objects Holq t shoves ales determined In Ieald. Black pipe only. spray head grado pplee 7� flex Ells 5ahedulo 40 Too or Ell lass 200 Lateral Pipe DOUBLE SWING JOINT Finished grade 1f E=11=-, Ii_1=1i Select backfiil, _ remove rods, �- debris and almorp ob jets i--1 �IIIII �lll 111 PVC Class 200 Lateral +: Pressure Vilna Valve, If required Coates Valve iC�k. Valve Master Valve, if rec ►red or urintar owout PVC Malniine "",,—Double Cbedc Valve Stub out from separate irrigation Motor MiCUMCAMINZA01us NOTE vALVE3 6, 1, S t 9 WILL BE ADDED TO EXISTIW_% MAINLINE ON RETAIL A UPON COMPLETION OF PHASE li &UFERI iALL WA f W I 21 W W 1.e IRRIGATION SCHEDULE SYM-60L.. • .� NB ,. 1600 MPR SIPEt.,1.21, _*A ► _ar 9---- . 2A i cQ RAINBIRD E5P-12MG 5ERIE5 12 STATION CONTROLLER ® POINT OF CONNECTION: 5/4" IRR16ATION METER 5/4" FEISGO 650 DOLE CHECK VALVE 5/4" G UIGK COUPLER VALVE STATION � 6P1"1 .- .••� 1-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC CLASS 200 - - - - - - IN6, PVC CLA55 200 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'C ' 130XE5 SET AT FINISHED 01kADE. o ALL WORK PER PLANS, LOCAL GODS AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BACK19LLIN6. o PLAN 15 DIA6RAMMATIG. ADJUST LINE AND HEAD LOCATIONS A5 NECESSARY TO ASSUME PROPER COVERAGE AND CONFORM WITH AZOEPTED CONSTRUCTION PRACTICES. 5TH 51 REED" 5UJ FUTl fRE FHA5E 11 I rN—Nm "Ad "WoMMAMIN SCALE: 1t, s 201 _O11 Record Orrawing Caff ton These drawings conform to the Contractor's construction records: Date Title%Position Confirmed by City: hate too R .i. ! ! 4 0 �I mom LJ� LJ� Cn • - UW LL w WZ zw 1 • WN , WiZL i •• Cq to Cq • I a. e 0 b O FH 5E 1 4 11 LAND5CAFE TREES 8+4RU155 GROUNDCOVER e.♦ i w e I Plant twice ba 11 El unee3 diseased and oieen branches gaugqe steel wire o fi clear vinyl �segelow first crotch 2 wooden stabs ccurely driven into ound . Stain brown. iter basin with 2" mulch glazed planting pit 'face topsoil, 1/2 natives soil, [ter thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale a SHRUB PLANTING DETAIL No Sca Is La: Prune diseased and broken branches -Water basin with 2" mulch wa?3a teed t soi 1 ter tey, fertilize as reeeq'd Planting holes min. twice a, ze of root ball LAWN f PLANTING BED DETAIL No scale NOTES 1. Subergradee s, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shell be scarified or rototilled if conditions resquire. 3. 4" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting bode. 5. All plant material sha11 be heal , full and conform to USA standard nursae y stock, lat ,t edition. h. Plant material or size/6r kind not available may be substituted only with approval of Landscape Architect or Owner and City of Auburn planning dept. 1. All mass plantings shrill have triangular spacing. 8. All tree pits shad be inspected to insure proper drainage. S. Positive drainage shad be maintained. Mound planting areas minimum 12 ". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain sites until final inspection and acceptance by Owner. GROUND COVER SPACING DETAIL No Scale- Triangular "cling PLANT LIST OL 15©TANICAL / CCN'il" ONI Acer ru&um 'Red Sunset ' / Red evnset Maple 2"-2-1/2" Gal. 545 Pyrus colleryano 'Capitol ' / Capital Pear 2"-2-1/2" Gal. 545 Rhododendron 'Scintillation ' 24" min. 545 Full 4 Bushq (D Abelio grondiflore ' Edward Ooucher ' / Edward <5ovcher Olossy Abelio 5 gallon 24" min. Full # Bushy Toxus media ' Hicksii ' / Hicks Yew QV min. 545 Prunus L. ' Otto Luyken ' / Otto Luyken Loure 121" min. Full 4 Bushy m Erica x dorleyensis ' Furaey ' / Furzey Heather I gallon 24" O.G. o Ilex crenate ' Oreen Island ' / Oreen Island Japanese Holly 15 " min. Full 4 Bushy Vinca minor / Periwinkle I gallon a 24" O.G. Arctostophylos uvo-ursi / Kinn kinnick I gallon a 24" O.G. Sodded Lawn xi5tinq trees to remain �- SUPERMALL OF GREAT NORTHU)E5T ZONE B PLANT SGA€EDULE EXiSTiW-s TREES AND 36" HIGH 5ER M To REMAIN PROJECT REF: FAC0012-99 This plan sheet conforms with the City of Aubum Planning Department mkw man landsape requirements. Approved .A. Date Approved LOV13DIP15 P1=''?06 ...5A_ t '� 1 �