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HomeMy WebLinkAbout05D18481' 1 COVER SHEET TEMPORARY ER0" AM SEDIMENT CONTROL PLAN .,D DRAINAGE , LANDSCAPING LANDSCAPE PLAN IRRIGA11ON PLAN BENCHMARK (NAVD 29 0111 .,V0 R.01 REFER TO CITY OF DATA, t• OF tCORNER O CORCRETE BASE FOR LIGHT STANDARD AT SOUTHWEST CORNER OF PARKING LOT ON THE NORTH SIDE OF 15TH STREET SOUTHWEST r "0" STREET SOUTHWEST,ELEVATION CONVERTTO D:: ADD 3.53 FEET TO BENCHMARK, ELEVATION LEGAL DESCRIPTION LOT G OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER 9412130489 KING COUNTY, GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL w FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORK SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2002), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. m 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE V PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT N " OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S o RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND U1ILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICA11ON, LOCATION MARKING AND o _< RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER Q LLJ = 19.122 REVISED CODE OF WASHINGTON (RCW). 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). w ° 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND, ALE FOR HAULING MATERIAL TO THE o SITE SHALL BE SUBMITTED TO VE CITY FOR APPROVAL. F 1W CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO THE APPROPRIATE 0 o OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUNT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL a Q BE SUBMITTED TO THE CITY FOR APPROVAL. =TRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SLMRED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEM FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE RED FM TO PROJECT ACCEPTANCE. REFER TO THE CITY'S" RECORD CONSTRUCTION DOCUMENT" HANDOUT. 0 0 v CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 0 M w 2. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLANS. Q Cn Q 3. INSTALL TEMPORARY FILTER FABRIC FENCE AND FABRIC UNDER CATCH BASIN GRATES AS SHOWN ON PLANS. z� 4. INSTALL TESC FACILITIES. = W Of 5. BEGIN AND COMPLETE DEMOLITION. �m J 6. INSTALL NEW STORM DRAIN LINES. Uj 7. GRADE SITE IN ACCORDANCE WITH THE PLANS. J 8. HYDROSEED ALL DISTURBED AND GRADED AREAS UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. a 9. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DANGER HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO N STORM DRAINAGE SYSTEM. 0 10. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURN x X OFFICIAL. EARTHWORK QUANTITIES: CUT: 130 CY d _J Q � _ W :2-: w X Crf z z tJ � m om QCl- N 2 01/07/05 ABA J � 1 12/10/04 JAS � N o o � N0. DATE BY RETAIL PHASE OCO SM7 LLC (425) 744-0900 NW 1/4 SECTION 24, TOWNSHIP 21N, RANGE 4E, W.M. SITE ADDRESS.- 1102 SUPERMALL WAY SW, AUBURN, WA 98001 PROJECT DIRECTORY ARCHITECT CLIENT CIVIL STRUCTURAL THOMAS THOMPSON, AIA OCO PROPERTIES, LLC c/o KPFF CONSULTING ENGINEERS RICHARD HUDSON & ASSOCIATES 29619 15TH AVE NE EMERALD PROPERTIES BROKERAGE & DEVELOPMENT, INC. 711 COURT "A", STE. 202 1605 - 12TH AVE., STE. 18 STANWOOD, WA 98229 18023 HWY 99 SUITE I TACOMA, WA 98402 SEATTLE, WA 98122 PH (360) 629-3985 LYNNWOOD, WA 98037 PH (253) 396-0150 PH (206) 324-6160 FAX (360) 629-5435 PH (425) 744-0900 FAX (253) 396-0162 FAX (206) 324-6248 CONTACT. THOMAS THOMPSON FAX (425) 744-0311 CONTACT: MARK STEEPY CONTACT. RICK HUDSON CONTACT: JOEL INGRAHAM CONTACT: JOHN SCHARF CONTRACTOR LANDSCAPE SOIL CONSULTANT XXX CONSTRUCTION MAIN ST. DESIGNS ZIPPER ZEMAN ASSOCIATES XXX 611 MAIN STREET, SUITE F GEOTECHNICAL AND ENVIRONMENTAL ENGR XXX EDMONDS, WA 98020 18905-33RD AVE. W., STE. 117 (253) XXX PH (425) 771-4809 LYNWOOD, WA 98036 FAX: FAX (425) 771-5728 PH (425) 771-3304 CONTACT: E-MAIL: MAIN-STREETCEARTHUNK.NET FAX (425) 771-3549 CONTACT: KEN LONEY CONTACT. TIMOTHY ROBERTS, PROFESSIONAL ENGR CONTACT: JOHN ZIPPER - PRESIDENT DRAWN BY DESIGNED JAS/ABA JAS CHECKED BY APPROVED MRS MRS DATE 9-14-2004 t SCALE: AS SHOWN 15TH STREET SOUTH WEST ITE P 1 # =40# Consulting Engineers 711 Court A, Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 MAIN ST Of Q_ 181 a cn z 18 167 164 J v m SUPERMALL I� �m LID 15TH ST SW V) CITY LIMITS ® BOUNDARY BLVD ElfZ PROJECT M1 LOCATION VICINITY MAP NT5 SITE AREA 0.75 AC. EXISTING ZONING C-3 (HEAVY COMMERCIAL) EXISTING USE VACANT PROPERTY BUILDING AREA 6,898 SF PROPOSED USE RETAIL SPACE TAX PARCEL NO. 030150-0320, 0300 TYPE OF CONSTRUCTION V-N BUILDING DEPARTMENT CITY OF AUBURN OCCUPANCY MAXIMUM BUILDING HEIGHT 45'-0" LANDSCAPE REQUIRED PER LANDSCAPE PLAN PARKING REQUIRED 6,898 SF 0 1 STALL/250 SF = 28 STALLS PARKING PROVIDED 34 STALLS COMPACT STALLS LIMIT: 30% COMPACT STALLS PROVIDED 10/34 = 29.47. ACCESSIBLE STALLS REQUIRED 2 STALLS ACCESSIBLE STALLS PROVIDED 2 STALLS (INCLUDES 1 REQUIRED VAN ACCESSIBLE STALL) RECORD 1. THESE DRAINGS CONFORM CONTRACTOR'S 1 1RECORDS. . DATE. CONFIRMED BY M DATE. WASHINGTONAUBURN RETAIL MUSE III COVER SHEET PROJECT REF. BLD04-0447 THESE PLANS ARE APPROVED FOR CWINMCE 91H THE CITY OF ENGINERING DfM REQUIEMBM • ... 1 R C-1 GRADING AND EROSION CONTROL NOTES N 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 ADDI11ONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION 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 SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. 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 THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 7. ALL DENUDED AREAS AND DISTURBED AREAS MUST BE STABILIZED BY THE FOLLOWING STABILIZATION METHOD. HYDROSEEDING AND MULCHING PER THE FOLLOWING: a.) TIME OF PLANTING -DURING THE 11ME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: 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 PERCENT BY WEIGHT PURITY GERMINATION RED TOP (AGROSTIS ALBA) ANNUAL RYE (LOLIUM MULTIFLORUM) CHEWINGS FESQUE (RESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER W (TRIFOLIUM REPENS) 10% 92 90 40% 98 90 40% 97 80 107 96 90 _J Uj e.) "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED —MULCH — FERTILIZER MIXTURES, MAY ALSO BE USED. CV 00 f.) MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE N MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT CL OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPUCA11ON RATES - SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. I Q x a I x J J �aN W W Q ZZ� W omo QCL I X 2 01 /07/05 1 12/10/04 m 00 o N � N0. DATE x ABA AIRS MRS REVISED PER CITY COMMENT LETTER DATED 01/04/05 JAS MRS MRS REVISED PER CITY REVIEW COMMENTS BY CHD. APPR. REVISION C1s SUPERMALL Off; O O O O EXISTING STORM DRAIN O SYSTEM (TYP) 0 LEGEND DESCRIPTION CONSTRUCTION ENTRANCE CLEARING LIMITS CATCH BASIN INLET PROTECTION FILTER FABRIC FENCE DRAWN BY DESIGNED BY JA$ SAS CALL 48 HOURS CHECKED BY APPROVED BY BEFORE YOU DIG MRS DAB MRS 1.800-424-5555 9-14-2004 SCALE: J 0 B No.: 102823 AS SHOWN i I s AY SW ,n A T!q 1 M ♦ fN\1 C1f1ATt�/�T n�� j!Affff Consulting Engineers 711 Court A, Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 1 15TH STREET SOUTH WEST P. S 1Of E'W 02/27/06 1 cnTM " MhcnoN (ate-§TE css aWY) PER STD DWG EROSION-04 EXISTING CURB AND mob, �GUTTER TO REMAIN N 5013,91 GRAPHIC SCALE 2 11mil� RECORD DRAWN CERTIACATION PROJECT IEF: OA04-0447 THESE DRAWINGS CONFORM TO THE TFIME FIMIS ARE APP•IIED FOR CONTRACTOR'S CONSTRUCTION RECORDS, CAE 111H X CITY OF ANAV5 ENGA� NM91AN I IREI►IEIiR C a BY: DATE- TITLE/POSITION: APPROVED BY: CONFINED BY CITY- DATE DATE AP'MM — po AUBURN RETAIL - PHASE III SHEET AUBURN, WASHINGTON TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C-2 SHEET 2 OF 6 GRAPHIC SCALE M LQ N-) rl) 2 R. V) LLJ 00 C14 O V) CD a. ck:: Ir. (10 --j Q C-4 Uj >< __j () 2 C14 Cn co Cn -5 O af >< *MOE ill (1) MATCH EXISTING GRADE. (2) MATCH E)OSTING CURB. EXISTING TREE TO BE REPLACED. (SEE LANDSCAPE PLAN). (3) PAVEMENT TO BE FLUSH WITH SIDEWALK GRADE. (5) EXISTING SIGN TO REMAIN. CONTRACTOR TO PROTECT AS REQUIRED. (3) EXISTING SIGN TO BE RELOCATED. 0 RAMP DOWN TO PAVEMENT GRADE. &33% MAXIMUM. 0 EXISTING VERTICAL CURB TO REMAIN. 01/07/0 12/10P DATE 7 DRAYM BY -�� JAS/MA JAS CHECKED BY APPROWD MRS MRS DATE 111111111M rill''!1111 9-14-2004 REVISM PER CITY REVIEW COMMENTS ITO qL # fill, w S C A L E: 1*2V &I Consulting Engineers 711 Court A, Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 �l i 11. "I L L 4�1 �l M PHASES 1 & 2 87.64'-- 0- '6.97 .87, 36- CONC (W) .99, 36" CONC (E) 2As A7 JE = 7H2, 36" CONC K CONNECT NEW 120 PVC DMAD VjffWVfVlT AS IFF' No* IE = 71.48, 36" CONC (W) IE = 73.48, 1 f SD (NW) NEW E ViN j C11,10m] 'A -lik M& flAm ll" jag k olal F, RIM = (ADJUST TO NEW GRADE, 77.M) IE = 72.00, 12" PVC (N) IE = 72.25, 12" PVC (S) 6"G IE = 71.22, 36" CONC (E) RAINAGE P STORM DRAIN 6' G kta-1 FM 1). CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF UTILITY CONNECTIONS PRIOR TO CONSTRUCTION AND NOIFY ENGINEER OF ANY DISCREPANCIES. pROJECT REF.- BLD04-0447 NM RM ARE MWM FOR CONFORMMCE 11H THE CITY OF AUMM ENGINOERNG DIM REWIROBTS. cP nap AUBUR N RETAIL - PHASE III AUBURN, WASHINGTON GRADING, DRAINAGE AND PAVING PLAN Mw SHEET 3 OF 5 G 3 w O J � U w J m Q i— of U W z w w J <i U to II t- 0 m a w Q� om Q W � Z .Q S ~ � W Q � a. z W ck� _I = Iz- m GRAPHIC SCALE 1 inch = 20 ft. HORZ INSTALL 1-1/2" WATER METER SETR r .:.,� ..,.�,,..;..,, _ „ y,.,, AND BOX PER S, ._ ..... .,_�, t .STD PLN WATER 14 TYP ..CON EXISTING 2GA V ANIZT � J s } r; IRON WATEN SERVICE LINE z w 5� SUPERMALL WAY PER CITY STD PLN WATER-06 SEf�DSCAPE NOES' ' HIVU IVUMtitICJ WI IN urrntrc J PIS TO CONSTRUCTION (TYP) I 1. CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF . PHAcsS PHASE_. _...m _. _..,...« .,.« ... L..«...- x. U11UTY CONNECTIONS PRIOR TO CONSTRUCTION AND NOTIFY„ ' EXISTING GAS I I EX. FIRE HYDRANT ENGINEER OF ANY DISCREPANCIES. I CONNECTION TO REMAIN. ADJUST o ` _ ___ ___._... a« _w _ _..__v _._....� .__ _.___ TO NEW GRADE AS REQUIRED. 2. SEE SHEET C-6 FOR UTILITY NOTES. �,�..or�Mix a I. ,MOSS CONNECTION NOTES: BACKFLOW PREVEN11ON ASSEMBLIES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. INSTALLATION OF BACKFLOW PREVEN11ON ASSEMBLIES SHALL COMPLY WITH THE CITY'S TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES.N 2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. Q w J '4 M W ri N N O d I I cv o V) x _ rr a - I J N I J Q B � Z ZZ� Imo I N 2 01 /07/05 N 1 12/10/04 00 NO. DATE \'j?> 1A v�, 1 DRAW BY DESIGNED BY JAS JAS CHECKED BY APPROVED B) MRS MRS ABA MRS MRS REVISED PER CITY COMMENT LETTER DATED 01/04/05 DATE JAS MRS MRS REVISED PER CITY RENEW COMMENTS 9-14-2004 BY CHID. APPR. REVISION J 0 B No.: 102823 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SCALE: AS SHOWN J!IM Consulting Engineers 711 Court A, Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 R S ry y. STREET SOUTH WES I ,: f �6 `- NEW SIGN M (BY OWNER) N t t, RECORD DRAWING CERTIFICATION PROJECT REF: BLD04-0447 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. BY DATE- TITLE/POSITION: APPROVED BY - CONFIRMED BY CITY: DATE DATE APPROVEEk AUBURN RETAIL -PHASE III AUBURN, WASHINGTON UTILITY PLAN SHEET Mw SHEET 4 OF 5 I 0SD to GOP gg GEND F" all .m] .. F, , , �) W 0 W � J U W Z W W Cn 1-1 Q 0 >_ m oUj n co Q� M W n �o W N Q � O LL1 N o O J a'5 0 J Uj W 0 Ln v IM N N O ■ ASPHALT CONCRETE, CL CRUSHED SURFACING TOP COURSE B WSDOT STD. SPEC. WSDOT STD. SPEC. 9-03.9 (3) 9-02 ���i �a:t�,�f.�� �11 i ii •`a�� ����I� i'".- �y"y�����t��1��a �I ��• ���� Ir �: t� ,f:1';. �• � �t , f=1'11/1� ♦• /a.�=i���r'.I�f1�1�t�' afi ,�� •t1��s�tra. f�1�'�� �• �a.tr���'I�,t1� �. Ia: r��f�1�t�'���I� ���rt �'��j�~�i �1� ti��!•'�A'- ' .:'�� � • Ian►r� f�1�t�• ♦ • I�.t����1�t1�1�t• �• 1� � � Ia,tr' f•1 �t _• L.t��af••r,.�1�,����sltr�tf�l�al���.rr�.!�1���t��I_.►.i.Ia� ��..r_� •_� NTS ,s 5 1 /2" PAVEMENT u_.L VERTICAL CEMENT CONCRETE CURB SECTION NTS 2 1 /2" 1 5" 2 1 /2" io LO TOP OF PAVEMENT st BOND CURB TO ASPHALT WITH EPDXY BOTTOM OF CUT/SAWED CEMENT VERTICAL JOINTS AT CONCRETE 10 FT MAX. SPACING EXTRUDED CONCRETE CURB SECTION W Q � Z� m� o� Q 2 01/07/05 ABA 1 12/10/04 JAS (nL'i P-o Q] 00 N ow (%j x N0. DATE BY NTS 3 C-5 C-5 MRS MRS REVISED PER CITY COMMENT LETTER DATED 01 /04/05 MRS MRS REVISED PER CITY REVIEW COMMENTS CHID. APPR. REVISION FACE OF BLDG �i R e- SEE PLANS 1 /4" SCORE LINE 6" BACK 2% D D co � t0 `—COMPACTED EARTH 66' MIN. 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE FORMED CONCRETE SIDEWALK SECTION NTS SEE STD DWG. STSW-1 FOR FURTHER INFORMATION COMPACTED EARTH 2 C-5 MIN. 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CONCRETE SIDEWALK SECTION 3/8" NTS SEE STD DWG. STSW-1 FOR FURTHER INFORMATION 9" 2R L 2" ' 3/8" PEDESTRIANS CROSS ONLY AT SiGNAL P-5 ,g PEDESTRIAN SIGN DETAIL SCALE: 6" = 1'—O" DRAWN BY DESIGNED BY JAS SAS CALL 48 HOURS CHECKED BY APPROVED BY BEFORE YOU DIG "�s MRS 11-800-424-5555 DATE 9-14-2004 SCALE: J 0 B No.: 102823 AS SHOWN 4 C-5 II �00 R � ao ro J• Consulting Engineers 711 Court A, Suite 202 Tacoma, Washington 98402 (253) 396-0150 Fax (253) 396-0162 II r 0 EXISTING PROPERTY LINE CENTERLINE EASEMENT LOT LINE CHAINLINK FENCE SWALE STORM DRAIN PIPE STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE WATERMAIN WATER METER WATER VALVE FIRE HYDRANT SANITARY SEWER PIPE SANITARY MANHOLE CAP CLEANOUT ELEC. CONDUIT GAS LINE GAS METER TELEPHONE LINE TELEPHONE MANHOLE FRANCHISE UTIUTIES (POWER, TELEPHONE, GAS, CTV) POWER VAULT AREA LIGHTS STREET LIGHT STREET LIGHT CONTROL BOX TREE CONTOUR LINE SPOT ELEVATION SLOPE RIP —RAP FLOW DIRECTION BENCHMARK NOTE: USE SAME SPECIFICATIONS AS MUTCD R10-2A P. S PROPOSED WORK LIMITS at on wo No PHASE LINE �■ SILT FENCE X SF CATCH BASIN PROTECTION TO BE REMOVED STORM DRAIN PIPE St3- ROOF DRAIN PIPE — — STORM DRAIN CATCH BASIN FEM SANITARY SEWER PIPE SSr-- CLEANOUT • WATERMAIN — VI�-- WATER METER IRRIGATION METER NATURAL GAS LINE G GAS METER UNDERGROUND POWERLINE E CAP C TRANSFORMER RIDGE LINE ---R---R---R— SURFACE FLOW —� SPOT ELEVATION1 VERTICAL CONCRETE CURB ■ ■ EXTRUDED CURB X DETAIL/SECTION REFERENCE NUMBER/LETTER SHEET FROM WHERE DETAIL APPEARS/ IS TAKEN 0 AT CENTER LINE 0, DIA DIAMETER R PROPERTY LINE AC. ACRE, ASPHALT CONCRETE ADA AMERICAN DISABILITIES ACT APPROX APPROXIMATE AVE AVENUE BLDG. BUILDING BLVD BOULEVARD CB CATCH BASIN CBS CATCH BASIN STRUCTURE CONC. CONCRETE CONT. CONTINUE, CONTINUATION CTV CABLE TELEVISION CY CUBIC YARDS DCVA DOUBLE CHECK VALVE ASSEMBLY DWG DRAWING E EAST, EASTING, ELECTRICAL EL ELEVATION ENGR ENGINEER ESC EROSION/SEDIMENTATION CONTROL EX EXISTING FF FINISHED FLOOR ELEVATION G GAS HDPE HIGH DENSITY POLYETHYLENE PIPE IE INVERT ELEVATION IRR. IRRIGATION LBS POUNDS LF LINEAR FEET MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM N NORTH, NORTHING NE NORTHEAST NTS NOT TO SCALE P.S.I. POUNDS PER SQUARE INCH PE POLYETHYLENE PLN PLAN POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE R RADIUS RCW REVISED CODE OF WASHINGTON REF REFERENCE S SOUTH SD STORM DRAIN SE SOUTHEAST SF SQUARE FEET, SILT FENCE SPEC SPECIFICATION SS SANITARY SEWER ST STREET STD STANDARD SW SOUTHWEST TEL TELEPHONE TESL TEMPORARY EROSION/SEDIMENT CONTROL TYP TYPICAL W WATER, WEST W/ WITH WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORD DRAWING CEURCA110N PROJECT REF: BLD04-0447 THESE DRAWINGS CONFORM TO THE TIC PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CWWNKE NTH THE CITY OF AUBURN'S 8 � DIVISION READ NM C P i -11- os BY DATE TITLE/POSITION: APPROVED B4f� Y: CONFIRMED BY CITY' DATE DATE APPI�OY� AUBURN RETAIL - PHASE III SHEET AUBURN, WASHINGTON DETAILS, LEGEND AND ABBREVIATIONS C-5 I SHEET 5 OF 5 I OSDIO" qp-yw Prune diseased and broken branches 16 gauge steel wire throuclFT clear vinyl hose -below first crotch Plantinq it min. 2x2 wooden stakes twice sizes of root securely driven into ball ground. stain brown. Water basin with 2" mulch Un lazed planting pit Sur ace I I- - ,. - 1/2 topsoil, 1/2 native soil, water thorou hl , fertilize IT Root barrier for all trees within 5' of pavement and sidewalks. DECIDUOUS TREE PLANTING DETAIL No Sca Is Lai LAWN / PLANTING BED DETAIL No Sca I e reotl bed Prune diseased and Plant*: . broken branches 'a Planting bed wit Water basin with 2" mulch 3 2" mulch Equal. Compacted to soil water thorougHly, _ - _ fertilize as req'd Planting hole min. _ _ twice size of root ball 1/2 spacing I 1 SHRUB PLANTING DETAIL No sca Is NOTES 1. Subgrades, including berms, to within 1/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, latest edition. ro. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. 1. All mass plantings shall have triangular spacing. 0. All tree pits shall be inspected to insure proper drainage. e. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. a" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. PLANT LIST 50TANiCAL / COMMON GROUND COVER SPACING DETAIL No Scale- Triangular spacing - - Acer rubrum ' Red Sunset ' / Zed Sunset Maple 2"-2-1/2" Cal. B$B Pyrus calleryano ' Capital / Capital Pear 2"-2-1/2" Cal. B$B Pinus nigra / Austrian Black Pine 6' min. B$B 0 Rhododendron ' Scintillation ' 24" min. BBB Full $ Bushy 0 Abelia grandiflora ' Edward Ooucher ' / Edward Ooucher Glossy Abelia 5 gallon 24" min. Full $ Bushy ® Taxus media ' Hicksii ' / Hicks Yew 45" min. B$ B O Prunus L. ' Otto Luyken ' / Otto Luyken Laurel 21" min. Full $ Bushy m Erica x darleyensie ' Furzey / Furzey Heather I gallon 24" O.G. o Ilex crenato ' Oreen Island ' / Oreen Island Japanese Holly 15 " min. Full $ Bushy F7 Vinca minor / Periwinkle I gallon @ 24'' O.G. Arctosta h los uVa-ursi / Kinnikinnick I gallon 24" O.G. i f=�44S f f L,4NIDSC,4i=E TREES CODE REQUIRED CODE REQUIRED CODE REQUIRED LANDSCAPE LANDSCAPE CODE REQUIRED ORDINANCE REQUIRED PROPOSED LANDSCAPING NON -ISLAND ISLAND TREES SiZE ISLAND SF. ISLAND SP. TREES SiZE OR QUANTITY TREES REQUIRED PROVIDED 25% SIZE INCREASE 259 QUANTITY QUANTITY SIZE INCREASE g S 1-1/2" TO 2" (Iaoo 832 16 2" TO 2-1/2" 20 18 2" TO 2-i/2" 5+4RUB5 CODE REQUIRED CODE REQUIRED CODE REQUIRED LANDSCAPE LANDSCAPE CODE REQUIRED ORDINANCE REQUIRED PROPOSED LANDSCAPING NON -ISLAND ISLAND sHRUBs SIZE BLAND sF. ISLAND sF. SHRUBS SIZE OR QUANTITY SHRUE1S REQUIRED PROVIDED QUANTITY 25% SIZE INCREASE QUANTITY SIZE INCREASE INC 3' O.C. I 3' O.G. i GALLON 800 032 AS NEEDED 18"-24" AS NEEDED AS SHOWN 18"-24" r-:;ROUNUCOVER CODE REQUIRED CODE REQUIRED CODE REQUIRED LANDSCAPE LANDSCAPE CODE REQUIRED ORDINANCE REQUIRED PROPOSED LANDSCAPING NON -ISLAND ISLAND G-C. SIZE ISLAND SF. ISLAND SF. GROUNDCOVER SIZE OR QUANTITY GROUNDCOVER REQUIRED PROVIDED 25% SIZE INCREASE 25% QUANTITY QUANTITY SIZE INCREASE 3' O.G. 3' O.G. 4" POTS 800 832 AS NEEDED I GALLON AS NEEDED As SHOWN i GALLON ADJUST EXISTING PLANTINGS AS NECESSARY REMOVE EXISTING PLANTINGS AS NECESSARY FOR NEW SIDEWALK p y 18 50 ii LANDSCAPE MAINTENANCE REQUIREMENTS A. Existing trees to remain 1 ® Existing trees to be relocated A. Landscaping, including trees, shrubs, groundcover, or grass, planted as a recjuirerr^ent pursuant to this title, ACC Title l(o or ACC Title 17 shall be maintained in a healthy, living condition. Pruning of trees and shrubs shall be for the purpose of maintaining the tree or shrub in a healthy growing condition, and shall not adversely affect the healthy living condition of the plant or excessively damage the natural growing process. SEWER AND WATER L INES, C WI I A� SLI I JI TREES PLANTED NO CLOSER SU 'ER1-lAL_L- THAN EXiSTiW-% SEWER L INE 1 EXISTING TREES AND 36" BERM TO REMAIN PROJECT REF.- BLO04-0447 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By Date Appro NEW PYLON SIGN. (NOT INCLUDED THIS PERMIT) RELOCATED EXISTING TREES AND SHRUBS RELOCATED EXISTING TREES EXISTING SHRUBS TO 5E REMOVED REMOVE ALL EXISTING LAWN IN THESE AREAS OFF STREET LOADING SPACE, NEW MONUMENT SIGN. (NOT INCLUDED THIS PERMIT) LANE:)ec'4PE f=LAN SCALE: I'=20'-O'' to p m C N p t 0 r N 0 a) CY �V)C �vv C NUU 0 .EE 0 EEv a L 00 U U +- a� _ 0 N 0 -n D "v - v 'v 0 U O 00 011 - Q V) 0U U— L QO ::)U �V)0 O Q O r- � U M ?� Ci o ODW � z W Z W ?� W wOQ Q=v) aqT ZU YLL- Z w U �Q w W ow CO C\2 Cie W U Z Z-N A W z` W 1 W Q V1 Q "`'M Sheet osa/8rt8 Ish grade/ Top of mulch o-Up sprayy sprinkler plastic MPR nozzle -Inch male NPTx .4010 Inch ^b Elbow Nipple or Funny Pipe G Schedule 40 Tee or Ell -Inch male NPT x AcIO Inch ^b Elbow r- v G "01.0ro I Pipe POP—UP SPRAY SPRINKLER No 5ca Is Select backfil remove rocks, debris and sharp objects I . 5 PVC Class 201 0 - sleevinq twice S size of bipe Lateral or Mainline SLEEVING DETAIL No 5ca Is Crate Valve Quick Coupler Valve —� for winter b owout— irrigation meter. POINT OF CONNECTION No 5ca Is IRRIGATION SCHEDULE Height above grade determined in field. Black pipe only. b spray head In grade 4ipple 100 Morlex Elie Schedule 40 Tee or Ell Glass 200 Lateral Pipe DOUBLE SWING JOINT No 5ca Is Finished grade Select backfiil; remove rocks, debris and sharp objects PVC Class 200 Lateral PVC Class 200 o ' — % Mainline Valve Wires TRENCHING DETAIL No 5ca Is Pressure Reducinc-j. Valve, if recuired —Master Valve, if required Double Check Valve PVC Mainline SYMBOL DESCRIPTION RADIUS GPM PSI F 50 0-6 H -0 Q 0 RAINBIRD 1500 MPR 15' SERIES 4" LAWN POP-UP, 6" C.G. 15, 1.85H 30 Q -6 Ua RAINBIRD 1500 MPR 12' SERIES 4" LAWN POP-UP, b" C.G. 12, 1.30H 30 m RAINBIRD I800 MPR 10' SERIES 4" LAWN POP-UP, 6" G.G. 10' 0.79H 30 RAINBIRD 1800 MPR 8' 5ERIES 4" LAWN POP-UP, 6" O.G. 8' 0.52H 30 • RAINBIRD 150OA-F FULL -CIRCLE BUBBLER 4" POP-UP 1.70 30 ❑ RAINBIRD 1,500 MPR SIDE STRIP 4" LAWN POP-UP, 6" O.G. a'Xlb' 1.73 30 ❑ RAINBIRD 1500 MPR 51DE STRIP 4" LAWN POP-UP, b" G.G. 41X30' 1.21 30 0 RAINBIR.D 1600 MPR END STRIP 4" LAWN POP-UP, b" O.G. 4'XI5' 0.61 30 RAINBIRD PEB SERIES PLASTIC VALVES © RAINBIRD E5P-8MG SERIES e, STATION CONTROLLER ® POINT OF CONNECTION: 3/4" IRRIOATION METER 5/4" FEBGO 850 DOUBLE CHECK VALVE 1 STATION 5/4" OUICK COUPLER VALVE 27 OPM -— 1-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC GLASS 200 SLEEVING, PVC GLASS 200 a CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES iN 'AMETEK' OR 'GARSON' BOXES SET AT FINISHED GRADE. • ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S 5PEG5. o PRE55URE TEST BEFORE BAGKF I LL I NG. o PLAN IS DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. I 2 3 4 5 b 10 15 13 IQ 8 22 i f 47iON fL N SC,4LE: P=20'-0" LER 4 d Lo o0N o r 0 N p r N .- Cr. CIO N NC C v � N C a) C: O .N U E E E E C v .> 00 U U V) UU� O C O O 3 v or O CID ON Q Q (D U CL L a® �U D `) O O 0 r— M }o WZ Z� 0 a �(n w� w U H H 00N W U W Z"N z` �- N N Z 11�r Nr W U Q NW � W W CIO C-Q Q O N U Wrn iy F�1 �4 Z Qgg CcW Sheet ; ="AN: I- L