Loading...
HomeMy WebLinkAbout05D1790SITE PLAN NOTES OSELECTION DISPLAY OINTERCOM STATION. i, 3) MONUMENT 5I6N �J (CONDUIT AND WIRIN6 BY ELEG, CONTRACTOR, 5I6N INSTALLATION AND HOOK-UP BY 516N CONTRACTOR). CONFIRM EXACT LOCATION WITH APPROVED 516N PLANS. O4 PAY TELEPHONE PER 5HT. E-XX. O5 TRASH ENCLOSURE:. SEE DETAIL II/A2.2 i� AERIAL LI&HT5. (SYMBOL ) 10 OCONCRETE DRIVE (STAMPED d COLORED) AND CONCRETE CURB. 5" PORTLAND CEMENT CONCRETE Al 6X6 AlAX161I.4 WWF 4" COURSE COMPACTED, 3/4" MINUS CRUSHED SAND AND GRAVEL PROVIDE CONCRETE CONTRACTION AT 20' INTERVALS. PROVIDE EXPANSION JOINTS AT 60' INTERVAL5. PREPARE 50-BASE PER SOILS REPORT. PROVIDE LOAD TRANSFER DOWEL AT ALL JOINTS. INSTALL 3/4"0 (#6XI8") SMOOTH BARS AT 12" O.G. IN UPPER 1/3 OF SLAB. INSTALL WIRE MESH AT CENTER OF SLAB. �8 6" CONCRETE CURB l44 OXX 10 4" WIDE STRIPES, WHITE NV 2 COAT5 H164AAY PAINT. iI GUARD POST 12 EX15TING CURBING, PAVING t STRUCTURES TO BE REMOVED. 13 4" CONCRETE SIDEWALK A/ CONTROL JOINTS @ 5-0"O.G., 10 I BROOM FIN15H A/HARD TRONEL FEATURE STRIPS. 14 ASPHALT PAVEMENT. (SEE 6EOTEGHNIGAL REPORT FOR EXACT REQUIREMENTS) XX" AA5HIN6TON STATE GLASS "B" ASPHALT CONCRETE PAVEMENT XX" COURSE, COMPACTED, CRUSHED GRAVEL BASE PREPARE 51.66RADE PER SOILS REPORT. STERILIZE 501L WITH WEED KILLER. 15 XX I6 PAINTED ARROWS WHITE WITH 2 GOATS HIGHWAY PAINT. V I 17 EXI5TIN0 CONCRETE 51DEAALK. REPAIR AS NECESSARY TO AGCOMODATE NEW WORK. I8 6" X 6-0" PRE-GA5T CONCRETE NHEEL5TOP PLACE A/ 6ALV. DONEL5 + ADHESIVE K 15 Ig XX 20 6A5 METER. G DIRECTIONAL 516N. CONFIRM EXACT LOCATION WITH APPROVED 516NA6E PLANS. 22 HE16HT DETECTOR (SUPPLIED d INSTALLED BY F.M.I.) 23 BARRIER FREE SYMBOL AT ENTRY DOOR. PROVIDE DECAL OF INTERNATIONAL SYMBOL OF ACCESS PER A.D.A. REQUIREMENT5. 24 PROVIDE 5GH 40 PVC 5LEE:VIN6 AT IRRI6ATION LINE CROSSINGS OF ALL PAVED AREAS (2 X PIPE SIZE). SEE IRRIGATION PLAN 50-1 FOR EXACT LOCATIONS. 25 NEA CONCRETE DRIVEWAY PER CITY OF AUBURN STANDARDS. 26 FLAG POLE. SEE X/X. PROJECT DATA PROJECT ADDRESS APPRE55 STREET AUBURN, AA5HINGTON GOVERNING CODE I1114 U.B.G. AS ADOPTED BY THE CITY OF AUBURN OCCUPANCY 64ZOUP5 A-3 (RESTAURANT) CONSTRUCTION TYPE V-N NUMBER OF 5TORIF-5 I STORY (TABLE 5-13, 4 STORIES MAX) BUILDING HEIGHT 60'-0" MAX, 20'-0" ACTUAL (TABLE 5-15, 160'-O" MAX) ALLOWABLE FLOOR AREA TABLE 5-5, ??? 50. FT. BUILDING AREA 5,200 50. FT. OCCUPANCY LOAD PER TABLE 10-A OCCUPANCY SEPARATIONS NONE REQUIRED 51TE AREA: 38,830 S.F. (0.41AC) IMPERVIOUS AREA: 21,g50 S.F. PARKIN6 REQUIRED: I PER XX S.F. = XX STALLS PROVIDED: 26 2 BARRIER -FREE 28 STALLS ARCHITECT: INTERIOR DE516N: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: FREIHEIT 4 HO ARH6ITEGT5, ING. P.S. 10140 NE 33RD PL, SUITE 202 BELLEVUE, AA gb004 GONTAGT: DAVID 5. HILLS PHONE: (20(b) 527-2100 FAX: (206) 828-6801g GROUP NEST A550GIATE5 I11105 36TH AVE WEST, 50ITE 101 LYNNNOOD, AA g803b CONTACT: PAUL HAMEL PHONE: (206) 670-5251 FAX: (20(b) 771-50g4 ROBERT FO55A7TI 401 SECOND AVE S., SUITE 503 SEATTLE, NA g8104 CONTACT: PETE PAWLAK PHONE: (206) 621-1803 FAX: (20(g) b2i-11740 BERONA/LAN6EBARTEL, INC. 200 FIRST AVE. W. #205 SEATTLE, NA g811g CONTACT: PAUL 5ON6E-MOLLER PHONE: (206) 283-8011 FAX: (20(g) 283-8035 ELECTRICAL ENGINEER: CIVIL ENGINEER: KITCHEN DE516N: LANDSCAPE ARCHITECT: GEOTEGHNICAL ENGINEER BERONA/LAN6EBARTEL, ING. 200 FIRST AVE. W. #205 SEATTLE, AA g811g CONTACT: PAUL 50NGE-MOLLER PHONE: (206) 283-8011 FAX: (20(2) 28:3-8035 KPFF 1201 THIRD AVE, SUITE g00 SEATTLE, AA 118101 CONTACT: MARK 57rEEPY PHONE: (206) 622-5522 FAX: (206) 622-8130 GINI-LITTLE CONTACT: RICHARD 515NER05E PHONE: (415 )g22-51100 FAX: (415) 122-511141 THOMAS V. RENG5TORF A55OGIATE5 1111 WESTERN AVE, SUITE 444 SEATTLE, AA g8104 CONTACT: TOM REN65TORF PHONE: (206) 682-7562 FAX: (206) 65� 4721 A.6.R.A. 11355 NE 122NO NAY, SUITE 100 KIRKLAND, WA g8034 CONTACT: JIM BRI5131EN PHONE: (20(g) 820-466g FAX: (206) 821-3114 2"15'-1" LEGAL DESCRIPTION GOVERNING AGENCIES VICINITY MAP Those portions of lot 31, Auburn 400 Corporate Park Division I, according to the plat thereof recorded in Volume 128 of Plats, pages 17 through gg, inclusive, in King County, BUILDING DEPARTMENT: CITY OF AUBURN Washington, and of "0" Street Southwest abutting thereon vacated by City of Auburn BUILDING DEPARTMENT Ordinance No. 4661, and of 15th Street Southwest abutting thereon vacated by City of Auburn Ordinance No. 4670, described as a whole as follows: AUBURN, WA (206) Beginning at the southwest corner of said portion of "0" Street. Southwest vacated by said PUBLIC WORK5 DEPARTMENT CITY OF AUBURN Ordinance No.46bq: ENGINEERING DEPARTMENT thence south Sq 25' 04" west 5.37 feet along the south line thereof; - thence north 03 55' 32" west 8.13 feet; AUBURN, WA thence north 00 34' 56" west 3.88 feet to the beginning of a curve (206) concave to the southwest having a radius of 55.00 feet; FIRE DEPARTMENT CITY OF AUBURN thence northerly, northeasterly and easterly 54.g8 feet along said FIRE DEPARTMENT curve through a central angle of g0 Co' 00"; - thence north 81 25' 04" east 115.00 feet to the beginning of a AUBURN, NIAA curve concave southerly having a radius of 252.00 feet; (206) thence easterly 8.72 feet along said curve through a central angle of 01 46' IS"; thence south 00 40' 08" east 273.57 to the northerly line of HEALTH DEPARTMENT: KING COUNTY HEALTH DEPARTMENT right-of-way for 15th Street Southwest described in deed to the JOHN McALERNEY City of Auburn recorded under King County Recording Number 11405061416: 201 SMITH TOWER thence along said northerly line the southerly line of said 5EA7TLE, NA 118104 portion vacated by Ordinance Number 4670, and the easterly line of (206) 2146-4787 right-of-way for "O" Street Southwest described in said deed recorded under Recording Number 41405061416, the following five courses: ELECTRIC COMPANY: PUGET POWER thence south 8g Ig' 52" west 101.70 feet to the beginning of a HIBBARD HONE curve concave northeasterly having a radius of 15.00 feet;, 22828 65TH AVE. 5., SUITE 102 thence westerly, northwesterly and northerly 56.8g feet alone sold KENT, NA 118032 curve through u central angle of 93 05' 07"; (206) 315-6858 thence south 841 25' 04" west 4.00 feet; thence north 03 3532" west IgO.26 feet; GAS COMPANY: NA5HIN6TON NATURAL 6A5 thence south 8g 25' 04" west 2.64 feet to the point of beginning; JOE COZINE PO BOX 11066 (ALSO KNOWN A5 LOT G, City of Auburn Lot Adjustment No. TACOMA, NA 018411 (206) 473-8381 LLA-0023-614, recorded under Recording Number g801100682). TELEPHONE COMPANY: US WEST COMMUNICATION5 NW 1/4, SEC 24, T 21N, R 4E O DAIRY 5 J5T. KENT, WA 018032 (206) 545-3056 GABLE COMPANY: TCI COMMUNICATIONS 6EOR6E MORMAN (206) 535-11026 EXT. 3061 i6 Q Z m m a J MAIN sr 18 164 U I 15TH ST SW N BOUNDARY BLVD BLD-0254-qb THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVI510N'5 REQUIREMENTS. tam APPROVED BY 04ftW!jV A DATE APPROVED Site Plan T=: I SCALE: I" = 20' 75 20ft 0 �o 0 IC-40 0 0 0 0� CU 0 CU co T17=1 U C', v F.. co co s 0 rn 0 a; a 0 F.. w w o oA a t7 E- dxd EE_13 O� PRINT DATE: g5463C5 PLOT DATE: 05/301% 1505 Mill CS 06D 1790 OF X M � ~o x z co V) F- z V) z 0 m n_ <c 0 J Q z 0 w c.> Ld r m ~ J cii 0 J W -I Q U c1) II 0 a w � M L0 m z w w 0 w; < z z m o o M � o m N w Q w Z -j Y J LEGEND ABBREVIATIONS PROPOSED EXISTING ACP ASPHALT CONCRETE PAVEMENT LOT LINE ----- -- BOT BOTTOM CB CATCH BASIN RIGHT-OF-WAY - - CL CENTERLINE STORM DRAIN PIPE 12 COMP COMPRESSIVE CONST CONSTRUCTION POWER AND CABLE PIC------- ( _-.__.m_.-.__._,._ - CSBC CRUSHED SURFACING BASE COURSE DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY E EAST, FASTING WATERMA I N 1" W _. ; ..._.m....._._._ _._,.._. EA EACH SEWERMA I N 8"SS _�,__,_:_ _._...., : EP EDGE OF PAVEMENT EX/EXIST EXISTING PROPOSED CONTOUR 80_-:. F F FINISHED FLOOR G GAS SPOT ELEVATION IE INVERT ELEVATION 001 L LENGTH/LINE CATCH BASIN ■m LF LINEAR FEET LT LEFT SANITARY MANHOLE 0 MH MAN -HOLE MIN MINIMUM CAP C -_ N NORTH, NORTHING NTS NOT TO SCALE GATE VALVE P POWER WATER METER POC POINT OF CONNECTION PVMT PAVEMENT FIRE HYDRANT )w R RADIUS RT RIGHT TRANSFORMER © i'i S SOUTH SILT FENCE X- X SD STORM DRAIN SS SANITARY SEWER POKR POLE s STA STATION OIL/WA R SEPARATOR T TELEPHONE TYP TYPICAL WATER VALVE N W WATER/WEST CENTERLINE - - - W/ WITH DETAIL NUMBER-- - ® AT 5 SHEET NUMBER 0 DIAMETER CONTAINING DETAIL WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION C-11 STD STANDARD GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE THE 1994 STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PUBLISHED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,(APWA) AS MODIFIED BY THE CITY OF AUBURN SPECIAL PROVISIONS AND THE NOTES AND SPECIFICATIONS INCLUDED IN THESE CONTRACT DOCUMENTS. 3. A COPY OF THESE APPROVED PLANS, THE STANDARD SPECIFICATIONS, THE CITY OF AUBURN SPECIAL PROVISIONS, THE TECHNICAL SPECIFICATIONS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. 4. A PRE -CONSTRUCTION MEETING WITH THE CITY, OWNER, CONTRACTOR AND SUPERMALL REPRESENTATIVE SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. EXISTING TESC MEASURES SHALL BE MAINTAINED AND ADDITIONAL MEASURES TAKEN AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION. AFTER CONSTRUCTION IS COMPLETE AND EROSION DANGER IS PAST, CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY CITY OF AUBURN OFFICIAL. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES AND REPORT ANY DISCREPANCIES AND CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION. PRIOR TO CONSTRUCTING UTILITIES WHICH WILL CONNECT TO EXISTING UTILITIES, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITY AND NOTIFY THE ENGINEER OF OF ANY DISCREPANCY. 8. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULT4NG FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY, OR THE DEVELOPER. --f-q61 IAM5 I I I I T7 l COMME NT5 5 --30- 96 NO. DATE BY I CHD . I APPR . Z of - REVISION 9. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM VERTICAL ADJUSTMENT WITH BRICK RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. 10.THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. 11.BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 12.BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, AS PER CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 13.ALL TRENCH BACKFILL SHALL CONFORM TO 1994 APWA STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, SECTION 61-2.04. 14.REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. REFER TO SECTION 02200 FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 15.CONTRACTOR TO VERIFY ALL BUILDING UTILITY LOCATIONS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. 16.ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 17.SHORING AND BRACING: PROVIDE SHORING AND BRACING TO COMPLY WITH LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. PROVIDE MATERIALS FOR SHORING AND BRACING, SUCH AS SHEET PILING, UPRIGHTS, STRINGERS AND CROSS -BRACES, IN GOOD SERVICEABLE CONDITION. MAINTAIN SHORING AND BRACING IN EXCAVATIONS REGARDLESS OF THE TIME PERIOD EXCAVATIONS WILL BE OPEN. CARRY DOWN SHORING AND BRACING AS THE EXCAVATION PROGRESSES. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY REQUIREMENTS. 18.DEWATERING: PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE TRENCH EXCAVATIONS AS TEMPORARY DRAINAGE DITCHES. I? W sq��lr� DRAWN BY DATE AE E 4-19-9 6 SCALE: HOR I Z . DESIGNED BY MRS 4-19-96 VERT . CHECKED BY JOB NO. 96128.0 RJL 4-19-96 APPROVED BY CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN CONSTRUCTION INSPECTORS, CIVIL ENGINEERING CONSULTANT AND OWNERS' REPRESENTATIVE. 2. INSTALL AND MAINTAIN THE TEMPORARY EROSION AND AND SEDIMENTATION CONTROL (TESC) MEASURES SHOWN ON C-2. 3. LOCATE ALL EXISTING UTILITIES. 4. ROUGH GRADE SITE. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING CONSTRUCTION. 5. INSTALL STORM DRAINAGE SYSTEM, PUBLIC UTILITY EXTENSIONS, FRANCHISE UTILITIES, SITE LIGHTING CONDUIT AND IRRIGATION SYSTEM PER PLANS. PROVIDE CATCH BASIN PROTECTION ON ALL NEW CATCH BASINS. 6. INSTALL CONCRETE CURBS AND PAVE SITE. 7. STABILIZE UNPAVED PORTIONS OF SITE IDENTIFIED ON LANDSCAPING PLANS. 8. CLEAN THE STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS, INCLUDING CATCH BASIN SUMPS TO THE SATISFACTION OF THE OWNER AND THE CITY OF AUBURN. 9. REMOVE TESC MEASURES ONLY WHEN SITE IS COMPLETELY STABILIZED. 11' k p f f Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 BENCHMARK REFER TO CITY OF AUBURN DATA, BASED 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 NOTE: BENCHMARK 23-Y NO LONGER EXISTS, BUT IS THE BASES FOR ALL TEMPORARY BENCHMARKS (TBM'S) ESTABLISHED ON AND NEAR THE SITE. CONTRACTOR IS TO USE THE TBM DESCRIBED AS FOLLOWS: TBM IS LOCATED ON THE BOTTOM OF THE FIRE HYDRANT, LOCATED AT THE SOUTHEAST CORNER OF THE WALMART STORE, NEAR THE ENTRY DRIVE. ELEV. = 78.68 19.CRUSHED SURFACING BASE COURSE SHALL CONFORM WITH THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE 1994 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 20.6" GRAVEL BASE SHALL CONFORM WITH THE REQUIREMENTS FOR BALLAST OF SECTION 9-03.9(1) OF THE 1994 WSDOT STANDARD SPECIFICATIONS. 21.BASE COURSE SHALL BE PLACED AND COMPACTED IN CONFORMANCE WITH SECTION 4-04.3 OF THE 1994 WSDOT STANDARD SPECIFICATIONS, EXCEPT THAT THE BASE COURSE SHALL BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D-1557. 22.ASPHALT CONCRETE SHALL BE CLASS B WITH AGGREGATE CONFORMING TO SECTION 9-03.8 AND ASPHALT AR-4000W CONFORMING TO SECTION 9-02.1(4) OF THE 1994 WSDOT STANDARD SPECIFICATIONS. ASPHALT PERCENTAGE OF THE TOTAL MIXTURE SHALL BE 5.0 TO 7.5 PERCENT. 23.TACK COAT SHALL BE EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H. THE EMULSIFIED ASPHALT MAY BE DILUTED WITH WATER AT A MAXIMUM RATIO OF 1:1. 24.ASPHALT CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN CONFORMANCE WITH SECTION 5-04.3 OF THE 1994 WSDOT STANDARD SPECIFICATIONS, EXCEPT AS IDENTIFIED HEREIN. PRIME COAT IS NOT REQUIRED AND TACK COAT IS REQUIRED AS SPECIFIED THEREIN. 25.ASPHALT CONCRETE PAVEMENT 3 INCHES OR THICKER SHALL BE PLACED IN MULTIPLE LAYERS. EACH LAYER SHALL NOT EXCEED 2 INCHES IN THICKNESS. ASPHALT CONCRETE PAVEMENT LESS THAN 3 INCHES THICK MAY BE PLACED IN ONE LAYER. 26.SITE PREPARATION SHALL BE PER GEOTECHNICAL ENGINEERING REPORT FOR THE SUPERMALL 3 MONKIES OUTPARCEL 3 DATED FEB 96'. A COPY OF THIS REPORT SHALL BE ON -SITE AT ALL TIMES DURING CONSTRUCTION. GROUP WEST ASSOCIATES INC. 19217 36TH AVE W. SUITE 201 LYNNWOOD, WA 98036 (206) 670-8251 FAX (206) 670-1175 BLD 0254-96 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS, C:DRYA rp Approved By: �,yw►-cam -eke Date Approved: 3 MONKEYS - AUBM, WA LEGEND k NOTES SHEET C-1 osD►74Jo 1-7 POP \'LI = 76.50 01 OUT PARCEL 3 CB WITH 2 C-5 EXIST ST FIRE HYDRANT v 1 1 01.! sAttt, ads 1 FILTER FABRIC 2 FENCE C-5 C)UT PARCEL 4A 1 31 �.1 - s i •_ j EROSION COWROL NOTES: 1 LIMIT CLEARING AND GRADING TO THE OUTPARCEL SITE AND THOSE AREAS NEEDED FOR THE CONSTRUCTION ENTRANCE. 2. INSTALL CATCH BASIN PROTECTION TO ALL OFFSITE CATCH BASINS AS INDICATED ON THE PLAN. 3. EXISTING SITE IMPROVEMENTS ARE SHOWN FOR REFERENCE PURPOSES ONLY. EXISTING GRADES HAVE BEEN TAKEN FROM AVAILABLE RECORDS. UNDOCUMENTED GHANGES IN GRADE MAY HAVE RESULTED FROM CONSTRUCTION EFFORTS. CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND REPORT DESCREPANCIES TO THE ENGINEER. 4. ALL EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR TO ANY LAND CLEARING OR ALTERING. 5. THE EROSION/SEDIMENTATION CONTROL FACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS. ADDITIONAL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. , F� ,,Ok NO. DATE ! BY I CHID. APPR . (p � 1 Ole C1 rY CO M M CA17s 5- 30 _ 96 REVISION 15TH STREET SW = 11. DRAWN BY DATE SCALE: 1 -=40' of rlr� AEE 4-19-96 DESIGNED BY HOR I Z . MRS 4-19-96 CHECKED BY VERT . Ap RJL 4-19-96 JOB NO. IONAI, APPROVED BY 96128.0 d� s" ca � E / tiff � F , PROTECT C _.n.. TER F I C _ k wm Ica i WATER LINE 2 , } F \ _ , lx xr._ f _ f _rv.. t . w1 00 i 0 CONSTRUCTION K4 ENTRANCE C-5 1 —F d OUT PARCEL 5 1 y� OUT PARCEL 6 '� ouT PARR LOT 1 d � 4 1m,r, 2,1 x M•1 1 $:d d .f 12"w PIf IfConsulting Enginem 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 GROUP WEST ASSOCIATES INC. 19217 36TH AVE W. SUITE 201 LYNNWOOD, WA 98036 (206) 670-8251 FAX (206) 670-1175 U WATER LINE 2 $jR z� I s� OUT PARG'IEL 7 s 1 d G ( INS) 1 inch = 40 & KO c THESE Pl.M ARE " ED* FOR Q "MCE WITH THE CITY OF AUI MNI EIS d#1 SION' S REQU I REMITS. Approved By: L �u Date Approved: 3 MONIKEYS - AUBURN, WA EROSION CONTROL PLAN i SHEET C-2 CB#2-TYPE I RIM = 74.70 IE(IN) N =71.13 IE(IN) E =71.63 IE (OUT)S =71.03 t 15TH ST SW INTERSECTION BASE POINT N = 2000.00 F : 9OM- i0 w APPR. REVISION TF (0I1T)S =RQ RR ,A .v 240M BSSIONAL Epno 8/1, IE (OUT)W =70.47 DRAM BY DATE SCALE: 1 ":20 AE E 4-19-98 DEB I GNED BY HOR I Z . MRS 4--19-98 CHEM BY VERT . RJL 4-19-98 JOB NO.: APPROVED BY 1 96128.0 RIDGE LINE STORM DRAINAGE HORIZONTAL CONTROL STRUCTURE NORTHING EASTING CB1 N 2111.92 E 2087.35 CB2 N 2235.82 E 2062.08 CB3 N 2297.46 E 2092.82 C84 N 2299.87 E 2160.47 CB5 N 2112.35 E 2154.43 CB6 N 2235.82 E 2090.62 �W. 1 1 1 1 1 1 1 i 1 1 * BASES FOR COORDINATE SYSTEM IS THE CENTERLM INTERSECTION OF '0' ST SW AND 15TH ST SW. N = 2000.00, E = 2000.00 ** DRAINAGE STRUCTURE COORDINATES REFER TO CENTERLINE OF STRUCTURE. WHERE APPLICABLE, ALIGN GRATE EDGE WITH FACE OF CURB I 1 U PARCEL 4A 1 1 15TH STREET S F = 2192.730 mmConsulting Engineers 1201 Third Avenue. Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 ti 0 GROUP WEST ASSOCIATES INC. 19217 36TH AVE W. SUITE 201 LYNNNrDOD , WA 98036 (206) 670-8251 FAX (206) 670-1175 1 �N GRAPHIC SCALE so (INS) 1 inch = 20 fL STORM DRAINAGE NOTES 1. STORM LINES SHAH BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LIB CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. ALL MANHOLES AND CATCH BASINS MALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE AND IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL M0. STFG-1. 4. STORM DRAINAGE PIPE LESS THAN 24" IN DIAMETER SHALL BE: . SMOOTH INTERIOR CORRUGATED HIGH DENSITY POLYETHYLENE (HDPE) PIPE CONFORMING TO AASHTO M294 TYPE S. PIPES SHALL BE COUPLED USING SMOOTH POLYETHYLENE WATERTIGHT SLEEVES WITH A CENTER INDENTATION TO ENSURE PROPER POSITIONING. GASKETS CONFORMING TO ASTM R477 SHALL BE PLACED AT ALL JOINTS. INSTALLATION SHALL CONFORM TO ASTM D2321. USE HANCOR TITE LINE OR EQUIVALENT APPROVED BY THE ENGINEER AND THE CITY OF AUBURN, OR . REINFORCED CONCRETE PIPE (RCP) CONFORMING TO ASTM C-76, CLASS IV, BELL & SPIGOT WITH RUBBER GASKETED JOINTS. . ALL PIPE WITH LESS THAN 2 FEET OF COVER SHALL BE CLASS IV RCP. . ALL PIPE WITH LESS THAN 1 FOOT OF COVER SHALL BE DUCTILE IRON PIPE. 5. ALL PIPE AND FITTINGS SHALL BE LEGIBLY AND PERMANENTLY MARKED WITH TYPE AND CLASS. 6. CATCH BASINS AND MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES CONFORMING TO SECTION 7-05.2 OF THE 1994 WSDOT STANDARD SPECIFICATIONS. METAL CASTINGS SHALL CONFORM Wit THE REQUIREMENTS OF SECTION 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 7. RCP SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 7-04.3 OF THE 1994 WSDOT STANDARD SPECIFICATIONS. THE PIPE SHALL BE BEDDED AND BACKFILLED IN ACCORDANCE WITH EARTHWORK NOTES. BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D-1557. SMOOTH INTERIOR HDPE PIPE SHALL BE INSTALLED PER ASTM D2321 AND AS RECOMMENDED BY THE PIPE MANUFACTURER. 8. CONCRETE STRUCTURES SHALL BE CONSTRUCTED OF CLASS 3,000 CONCRETE INSTALLED IN CONFORMANCE WITH SECTION 6-02 AND 7- 05.3 OF THE 1994 WSDOT STANDARD SPECIFICATIONS. 9. ALL CATCH BASIN GRATES SHALL HAVE "DUMP NO POLLUTANTS .. . DRAINS TO STREAM" CAST INTO THE TOP OF GRATE. 10. STORM DRAIN SYSTEM SHALL BE FLUSHED AND THOROUGHLY CLEANED PRIOR TO ACCEPTANCE. 11. ROOF DRAINS SHALL BE 6" PVC WITH A 2% MINIMUM SLOPE. 12. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTIONS. 13. INSTALL FILTER FABRIC FOR EROSION CONTROL ON ALL CB'S AS PER 3 C-5 BLD 0254-96 THESE PLANS ARE 'APPROVED' FOR COM GWM WITH THE CITY OF AUBURN ENG I NEER I NIS D I VIS t"Ni' S REQUIREMENTS. Approved By: ) , <� c1 _ Date Approved: 3 MONKEYS - AUBURN, WA GRADING, DRAINAGE AND PAVING PLAN SHEET 1790 J a m x Y x Y A x Y A 64 ci3 o x z 0 z z m o 0- 0 0 cn 0 0 <CJ z cn Uj a a ~ J to C3 F- 0 a a u 0 J a� rn Q � o i m W a a w In W Z Z o 06 CN V_ W Q= wZ Y J t 15TH ST SW INTERSECTION BASE POINT N = 2000.00 F = 2000.00 NOIDATE�BYICHDIAPPR. REVISION LEI. RA G I � BY DATE ACE 4-19-96 SCALE: 1 "=20' HOR I Z . VERT . DES I GI'�D BY MRS 4-19-96 (NECKED BY RJL 4-19-96 JOB NO. : 96128.0 APPROVED BY ti SANITARY SEWER HORIZONTAL CONTROL AND WATER SERVICE STRUCTURE NORTHING EASTING 11h" WM BOX 2330.27 2126.94 DCVA 2329.26 2111.78 POC 1'2"W 2158.53 2135.31 WNG POC 2164.03 2155.29 6' SS CO #1 POC 2159.33 2145.35 6" SS CO #2 POC 2162.13 2156.04 6" SS CO #3 2154.50 2184.36 6' SS CO #4 2279.32 2183.01 6' SS CO #5 2279.41 2116.97 GREASE TRAP 2164.03 2184.15 * BASES FOR COORDINATE SYSTEM IS THE CENTERLINE INTERSECTION OF '0' ST SW AND 15TH ST SW. N = 2000.00, E = 2000.00 ** ALL SANITARY AND WATER STRUCTURE COORDINATES REFER TO CENTERLINE OF THE STRUCTURE c 15TH STREET S Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 N89'19'52"E GROUP WEST ASSOCIATES INC. 19217 36TH AVE W. SUITE 201 LYNNWOOD, WA 98036 (206) 670-8251 FAX (206) 670-1175 E 1 �N GRAPHIC SCALE ( IN FEET ) i inch = 20 tL WATER LINE NOTES 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 2. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON XFWRIZATION OF THE CITY AND THE DEVELOPER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION WHEN EXACT LOCATIONS ARE DETERMINED AND AGREED UPON. 3. MINIMUM DISTANCE BETWEEN SEWER AND WATER LINES SHALL BE TEN FEET (10') HORIZONTALLY AND ONE FOOT (1') VERTICALLY. 4. WATER METERS, APPURTENANCES AND CONCRETE VAULTS SHALL BE IN CONFORMANCE WITH CITY OF AUBURN STANDARD DETAIL WASM-2 FOR 11h-INCH METERS. 5. PIPE AND FITTINGS SHALL BE PER SECTION 12 OF THE CITY OF AUBURN SPECIAL PROVISIONS. PIPE SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE. 6. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 7. CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 8. BACKFLOW DEVICES RE'"ED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN STANDARD DETAILS. SANITARY SEWER NOTES 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AIM SHALL NOT BE CHANGED WITHOUT CITY AND DEVELOPER APMWAL. 3. ALL MANHOLES SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1 4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 5. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35. 6. INSTALL JAY R. SMITH FLOOR DRAIN MODEL 2250 AND CONNECT TO CLEANOUT #3 USING 6' DIA. SANITARY SEWER PIPE. PROVIDE A MINIMUM 2% SLOPE AND 2' COVER OVER PIPE. OLD 0254-96 THESE PLANS ARE 'APPROVED' FOR CONFqRNME WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. C)km Approved By: ,���.6�ry _�.i& Date Approved: SPIFFY 3 MONKEYS - AUBURN, WA I C-4 UTILITY PLAN I ' OF 5' Y LL- uj o >< m 0 cL em cl- w _o D5 w CL a_ F C3 0 I a_ w r 0 J CL m LAJ o. _N Z J c rJ.• rJ ., l A 4 / n n AS 4" MIN THICK CEMENT CONCRETE SIDEWALK PER CITY STD. DETAIL STSW-1 IfEMENT CONCRETE BARRIER :FJRB PER WSDOT STD. PLAN F-1 OR CURB AND GUlTTrrj 7.2 CITYm&Fi, TiN STD DTL MR) ACP SEE SECTION C SECTION A -SIDEWALK SEE PLAN vow FOR LIMITS AND PAV'T SLOPE " t) n ° U U 0 C) fJ 0 ° o fJ 0 ° Q fJ 0 "' 1 s fJ f) 0 0 p f ° C) fJ 0 ° C) f) ° 11 0 2" MIN COMP DEPTH ACP CL B " MIN CONS' DEPTH GUSHED SURFACING BASE COURSE COMPACTED SUBGRADE SECTION C-ASPHALT PAVEMENT PAVEMENT SECTIONS DETAIL NTS GRATE PLACE FILTER FABRIC,�UNDER CATCH BASIN GRATE 1" STAPLE (OR EQUAL) TO HOLD DOWN FILTER FABRIC, 6" C-C (TYP) EXIST CATCH BASIN CATCH BASIN SILT BARRIER DETAIL F • ° n �. n a^ n: if ° • nil n I / c ' fl 0 o C) fJ 0 ° C) fJ 0 • ci fJ 0 ° C) fJ 0 0 ° i fJ 0 ° C) fJ 0 ° Ii�sil.�� 01 W, I. DEi ..1 ! I' ' my, m F, 0 «# ►Bk'ry'IOR ,FJ+F PER WSDOT1 1'F CURB AND GUTTER PER CITY OF AUBURN SM DTL NO STCG-2. s TfFOR LIMITS ACP SEE SECTION C ham' Fw-.1; W-t, i SECTION B-CURD 0 LANDSCAPING NOTE: W4ERE CURB IS TO BE INSTALLED IN EXISTING PAVEMENT AREA, SAWCUT PAVEMENT 2' FROM FACE OF CURB AND REMOVE DOM PAVEMENT. NEW ACP PATCH SHALL MATCH EXISTING PAVEMENT. SECTION / 4n' ►esuAi r Acsnr-AJ NOTE: ENTIRE ENTRANCE1. FILTER CLOTH - WILL BE PLACED OVER THE r IN A CONDITIONI PREVENTWILL TRACKINGOR FLOWING OF SEDIMENT ONTO THE ! ROAD OR ADJACENT ASPIHALT LOTS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL S! CONDITIONS DEMAND AND REPAIR AND OR CLEANOUT OF ANY MEASURES USED TO TRAP ACROSS THE ENTRANCE. FILTER FABIM AMI IDOXOR EQUAL WELDED 0 -ABRIC I,R EQUAL STEEL FENCE POSTS 0 4'0.C.(TYP.) s 0 1. FILTER FABRIC SHALL BE PURCHASEDIN CONTIN10US ROLL 2. AVOID OF FILTER FABRIC JOINTS 3. WHEN JOINTS ARE NECESSARY, SPLICE AT POST SUII)PORT WITH M94" 6 INCH OVERLAP. SECURE BOTH ENDS TO POST. 4. 1 COMPLETION OF THE PROJECT OR WHEN DIRECTED BY THE OWNER, FABRIC FENCE SHALL BE REMOVED IN ITS ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, FILTER FABRIC FENCE DETAIL NTS 1'i ; R.! 61010 1 PAVEMENT SURFACE AS PER PLAN 1'! THESE PLANS ARE "APPROVED' FOR COMMANIM WITH THE CITE' OF AMUFIN ENCHIIERM BIISIdMt's REQU I REMELTS . Approved By: Date Approved: DM BY DATE,�SCALE: GR COUP WEST ASSOCIATES INC. E AEE 4-19-96 HOR I Z. ,DESIGNED BY Camift Engk)ws t 1 3 MONKffS AUUM, WA A s • JOB NO. 1 1 . Fax •1(206) 670-1175 • P A ' Ii Revisions: 0 No. PtffEdP#,m Date B i' .— 2- 2_P"O" r d.- k':1F r Li INSTALL 6" EXTRUDED CURBING 3-ARRS EX'G TREE -ADD 1-CC 1 PTP .. ::::...• 5-Hem ° 1-CC ... 50-H H :: •. ° 6 •e • n -Hem 2-RJM 1-AC 4 7-VTSB a° .- :. �•� LasCabos Family reffx re shrub a � ° t u ra n t va 3-NDGS a, • 0-RC - _ ° a .•. 9-NDGS -Hem ro n '1 ' a ° 4 U Li Li U;• is 0-RC REMOVE EX'G TREE -ADD 1-CC :� 3-t 6G a a .� a` a� `a i . a ° • a -G 2--AC4-VTS3 7-NDGS -Hem .. 11 •. 3-PTP, CAP • ' ;" ! r ►,, r err .� ,.�''' / QTA -0 IK )c IVAN MLft Aft, - - �dF "4■i"TR g'�C'i x IF+lSi ��` ��■� ■L■.J�■, - IL �� t A -PLANT MATERIALS LIST (New Plants)__ L-1-ARRS r Botanical s me Size PLANT MATERIALS LIST(Existing Planted) Trees 00ciduous tree Ar. . Surn' 1-P O -P"O" 1-ARKS 1-ARB -F CE• ROCK WALL .. yY� • 'At t 4' T� •• - 2-PTP - - - - . 1-AC 5-VTSB 60-RC 1-ARRS 1-P"O" EX'G GRASS'�"�" :. STREET- TREES remove shru 350-HH 1-AC _ 2-PTP i LO 5-Hem Hem 1-CC CONGFtETE SIDEWALK` 1-ARRS Note: Space 3 new maples @ uniform spacing between end trees i EDGE OF PAVING OR PLANTING BED ' Shrub & Groundcover Spacing Detail STAPLE TREE PLANT 1" HIGHER THAN REMOVEw OP 1/3 OF BURLAP REINFORCED RUBBER HOSE IN NURSERY 2" SETTLED DEPTH OF OR VINYL W/16 GA. WIRE TIES SPECIFIED MULCH II 1 / DETAIL FINISHED GRADE ARB 1 Acer rubrum Bowhall Bowhall Red Maple 2"cal NOTES: S Blue Fescue 2" Max SPECIFIED WIRE STAKE(S) ARRS 10 Acer rubrum Red Sunset Red Sunset Maple 2" cal 30'oc 1. ALL PLANTS TO BE HEALTHY WELL SHAPED INSTALL 'TREE BOOT" OR CC 8 Cercis canadensis Redbud 2cal Grass clump AND IN CONFORMANCE WITH AAN STANDARDS ARBORGARD" IN LAWN AREAS. , �:� CFL 3 Cornus First Lady First Lad Flo. Dogwood 2"cal 2. CULTIVATE AND REMOVE ALL GRASSES AND WEEDS GARBAGE W PLANT TREE 1"-2" y g �� Leather lea# Vr'rrTl WEEDS,GARBAGE HIGHER THAN IN 2"SETTLED DEPTH SPECIFIED MULCH Shrubs f & FIN MATERIAL FROM PLANTING BEDS. N NURSERY REMOVE BINDING TWINE & TOP Nandina 1/3 OF BURLAP. IC 2 Ilex crenata(match exg.variety) Japanese Holly 3gal 3. PLANTING St}#L AND SUPPLEMENTAL SOIL TO BE 35% COMPOST WATERING BASIN SPECIFIED PLANTING SOIL NDGS 19 Nandina domestica Gulf Stream Gulf Stream nandina 3gal 3.5'oc Otto Luyken Laurel 65% SANDY LOAM. Y;; ;%..- ,.r. FERTILIZER TABLETS P"O" 11 Prunus Otto Luyken Otto Luyken Laurel 3gal 4 oc or per plan 4. RAISE BED SC.. LEVEL IF SETTLEMENT HAS OCCURED - k (4-2, GRAM-20-10-5) PTP 22 Phormium tenax ur ureum Bronze New Zealand Flax 2 al Rock Rose 5. FERTILIZE BEDS AFTER PLANTING WITH BALANCE SLOW RELEASE FERINDISTURBED GROUND r . lr SIDES �NDL o'TTOMP'� RJM 3 Rhododendron Jeam Marie R. Jean Marie d'Monta ue 24" . 6. APPLY 1.5-2" FINE BARK MULCH TO PLANTING BEDS ,2" MIN. FOR WOOD 6" DEEP, FIRM, NATIVE VR g Rhododendron T ASSURE PROPER WORKING ORDER. STAKES & 18" FOR REBAR SOIL MOUND 6 Viburnum rhytldophyllum Leather Leaf Viburnum 5gal 4 oc 7.OPERATE SPRINKLER SYSTEM O S Viburnum Davidi 8. PRUNE EXISTING PLANTS AS NECESSARY TO PRODUCE A H HEAVY SOILS, AUGER H"X6° DEEP 2x ROOTBALL WIDTH(OR THROUGH HARDPAN) FILL VTSB 34 Viburnum tinus Spring Bouquet Spring Bouquet Viburnum 3gal 4'oc WIITH CRUSHED ROCK. VERIFY GOOD Groundcovers 0 Viburnum tinus NEAT APPEARANCE. Q DRAINAGE PRIOR TO PLANTING. HH 880 Hedera helix hahni Hahns Ivy 411pots-18110c 9• THE INTENT OF PLANT SIZING IS TO MATCH THE Hem 62 Hemerocallis Stella d'Oro Daylily "Stella d'Oro" 1 gal Existing Boulders SIZE OF EXISTING PLANTS (PART11CULARLY HEDGE PLANTS) Tree P n " & Staking Detail O 9 RC 760 Rubus calycinoides Bramble 4"pots 18"oc AS NEARLY AS IS PRACTICAL. FERTILIZER TABLETS/SPECS SPECIFIED PLANTING SOIL .lr Designed. By: DR Drawn By: DR LTj � ado U QW U a ul p North Arrow ­WTR7--� Scale: I "=10' fl StAiI € F WASHINGTON REGISTERED LANDSCAPE ARCHITECT DALE A. ROPER CERTIFICATE NO.164 s - Lao Cabos Restaurant la escape- Pick^ for 'TKrct KCAIC js Re-st. Job No. I THESE PLANS ARE APPROVED FOR CONFORMANCE ■ Dwi�. No. WITH CITY OF AUBURN LANDSCAPE STANDARDS Date: Feb. 27, 20i Ev15Urc. [A^dSGayc rLVISIOAS wPC arPr,YC� 6Y .S I(Illyk4 � MA)t. I J Sheet: APPROVED BY APPOVAL DATE 3 - Zv - D 3Ll o !r '6