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HomeMy WebLinkAbout05D1788CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE. 2. FENCE INFILTRATION AREA. PRESERVE AND PROTECT INFILTRATION AREA DURING ALL PHASES OF CONSTRUCTION. 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL FILTER FABRIC FENCE, CONSTRUCTION ENTRANCE AND EX. CATCH BASIN PROTECTION. 5. EXCAVATE NATIVE TOPSOIL FROM A DEPTH NOT GREATER THAN 1 FOOT FROM THE ORIGINAL GROUND, AND STOCKPILE AT THE APPROVED LOCATION. 6. CLEAR AND GRADE SITE. DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER EROSION CONTROL PLAN, IN A GIVEN WORKDAY. 7. INSTALL SITE UTILITIES. 8. CONSTRUCT INFILTRATION TRENCH, STORM DRAINAGE SHALL NOT BE ROUTED TO INFILTRATION TRENCH UNTIL SUCH TIME THAT ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. 9. INSTALL BALANCE OF STORM DRAINAGE SYSTEM. TEMPORARILY PLUG CATCH BASINS TO PREVENT RELEASE TO INFILTRATION SYSTEM. 10. INSTALL INLET PROTECTION FOR NEW CATCH BASINS. 11. REMOVE CONSTRUCTION ENTRANCE AND CONSTRUCT ASPHALT CONCRETE PAVEMENT SECTION. 12. SEED, FERTILIZE, AND MULCH ALL REMAINING DISTURBED AREAS. 13. AFTER SITE HAS BEEN PERMANENTLY STABILIZED, CLEAN STORM DRAINAGE SYSTEM. REMOVE INLET PROTECTION (CB INSERTS), CATCH BASIN PLUGS AND PLACE STORMCEPTOR AND INFILTRATION TRENCH ONLINE. 14 REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES. 15. CALL FOR FINAL INSPECTIONS. CITY OF AUBURN STANDARD CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AD BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE " WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WEHERE SUPPLEMENTED OF MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. CPIES OF THE ABOVE DOCUMANTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. • I, • , , j :1 FIF III , , I / / • , i f ai! UJ�terIIre i WATER AND FIRE � r` SERVICE TO BE f� S89 51 '01 .0 "E 510 .14 ' COORDINATED WITH P-URVEYOR AND C►� - ITY 8" Sanitary - Sewer - Place �° nth ` (LOCAL RESIDENTIAL) EXISTING 12*0 STORM - DRAINAGE PIPE 0 0.74% El 106,46 NEW SIDEWALK PER - C.O.A. DETAIL S89 51 '01.1 "E E!=1�1 J% EX. 6" SS SIDE SEWER, LOCATION PROVIDED BY ALPINE GENERAL CONTRACTING PAVEMENT RESTORATION PER C.O.A. DETAIL TRAFFIC-02 6 6 EX SSMH #1209-30 RIM= 105.51 C.O.A. RECORDS IE= 99.11 8"0(C.O.A. RECORDS) EXISTING CONCRETE CURB IE= 99. 6"0 GUTTER MANHOLE IE= 99.54 600 SS 24' Dff4EMY APMACH PER IE= 102.40 12"0 SD C.O.A. DETAILS TRAFFIC-07 & 11 � t ��� CONTRACTOR TO VERIFY AND MATCH EXISTING GRADES 106.44t 106.41 t p A a - - • --__ WATER METER INSTALLATION P ------- C.O.A. DETAIL WATER-14 TEMPORARY CONSTRUCTION 0 O O O O O 0IQ ENTRANCE PER C.O.A. 0 0 0 0 0 0 i/ DETAIL EROSION-01 0 0 0 0 0 0 - 000000 SAVE EXISTING TREE S99 51 0 .9 T 77.50 ' 3 0-a- O 0 4 - - - - -6 - 000000 / 0 0 0 0 0 0 x SILTATION F NCE 000000 IE=1 SS 000000 x/ IE=I P00000 I 1 107.25 0 0 0 0 ° J ° 0 0 RFOR 0 0, r o 0 r 0 0 r 0 0 IIIIIIERFORATED ' ' > 7.31 106.75 EI="? � ,Z o CC . 0. 0 0 0 r �� 0 u` c �0 1 6.81 0o0c0..0 v:_ oc0c0o 000o000-C, CLEANOUT PER :i4 X INFILTAl10N TRENCH C.O.A. DETAIL U SEWER-02. 0 I CB 2 TYPE 1 W SOLID STORMCEPTOR PER N LOCKING LID DETAIL SHEET C2 RIM 106.40 RIM 106.15 I.E. 102.00 I.E. OUT 102.5, 8'0 107.30 106.90 106.40 w U 00 cf) N u w � rn cn - 451F 6s ROOF DRIIAN 0 5.04% �/ I I 107.50 106.80 191.30 - 0 107.30 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL 107.00 106.80 �. 106.80 CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. - -- `-- - CLEANOUT 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACATOR IS 1 1 g IE= 104.74 I a 95 LF 6'0 ROOF DRAIN 00.50% CAUTIONED THAT OVERHEAD UTUILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT �,' ( RD RD o SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND 14 LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY CD + a a OVERHEAD UTILITY LINES. INDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, o UNDERGROUND FACILITIES OR ULTILITEIS, IS GOVERNED BY THE PROVISIONS OF CHAPTER LD ( ) /r� I SANITY SE A T 97 6"0 SS 19.122 REVISED CODE OF CONTRACTOR SHALL CALL ONE -CALL 1-800-424-5555 FOR +�' = �,� _ „ - ' , IE- 4.61 UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND w IE ; 02.0, a TELEVISION). o PE RR, � T - -EX. SA .. GF�Y �,E'NF; ''_AN OUT SEWER�Q1 OV 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR IE = FF--4 FT, (103.0fl LD HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE L�J ,A,T �w .AND, it' BY ALPINE LO - � �3860 1 CITY BELIEVES THAT THE PROPOSED ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, GFNLRAL ' ,..7;N,6 o a / HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. r`"5 9 --- o E I >� CD L� ,.._._ Z 1 / .70� 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS � PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC E, _ o /. CONTROL AND STREEET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL % --_ CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONRACTORS OPERATIONS OR NEGLIGENCE co CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE `ti "' m 4 P 1056 UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON i LICENSED PROFESSIONAL CIVIL ENGINEER. C� / 58 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE - CITY S RECORD CONSTRUCTION DOCUMENT HANDOUT. LEGEND EXISTING DESCRIPTION PROPOE + FOUND MONUMENT AS NOTED CALCULATED MONUMENT POSITION DENOTES 5 8" REBAR WITH CAP SET FOR THIS SURVEY. 0 FOUND REBAR & CAP LS NO. 10383 A SET MAG NAIL AND FLASHER ® PROP. CORNER ® MAILBOX GV N GAS VALVE ❑o GAS METER ID TELEPHONE RISER ❑ CATCH BASIN STORM MANHOLE Qs SANITARY MANHOLE ® CLEAN -OUT © MANHOLE - GREASE TRAP ❑W WATER METER P.v POWER VAULT EIIMG CtX11vRETE -_-- S11JE LK 10;1 Fi-1C/..3% -T - CB11 TYPE 1 W/SOLID �ING LID JIMW72 02.00 - SILTATION FENCE PER C.O.A. DETAIL EROSION- 02 EXTRUDED CURB PER DETAIL SHEET C2 'ASPHALT PAVING PER 0M ON SHEET C2 0 107.50 107.00 CLEANOUT / IE= 104.27 in rl w LF) r Cti 1 O z R J N LO D r r EI='1 U5 77 � I I . EXISTING DESCRIPTION PROPOSED l`~ CLEANOUT ----- x _ FENCE AS N611EE I ` x IE= 105.0 A t� of m _ OVER HEAD POWER LINE I CD PER C.O.A. DETAIL ? y1 Ln w`___---__. WA]FR LMIE U.G. W �.,, SEWER-02 (lYP) � '`. °__ -' �' ' ` (�AIILXJT � IE= 105.0 - - SS ------ SANITARY SEWER LINE S D STORM SEWER LINE U.G. E%9 51 '01.1 'E 77.50 __-.. T ___.-.__ TELEPHONE LINE U.G. ROOF DRAIN LINE U.G_ X --- - - PROPERTY LINE EASEMENT LINT:- 430 _ _ CONTOUR LINE ��� 430 STORM DRAIN CATCH BASIN (CB) ■ CATCH BASIN TYPE 2 0 SANITARY SEWER MANHOLE (SSMH) D4 WATER VALVE (WV) �C WATER FIRE HYDRANT (FH) ASPHALT PAVING CALL 48 HOURS BEFORE YOU DIG CONCRETE 1-800-424-5555 EXTRUDED CURB - 16 4 . J7 Si23o11f3 $T ST �41rE ST SE ST Sr 26TH ST SE� � � ST TU-x. txf "�SE �I s, *t - 293 ST x �� a ST SE I 5"� ST s s ' _.-.- ..... Imo% 011 ST ST x 33RFi ST� w st c, `3 - ems` r.7R m Ii+1LLAr'!il PAIR 0 P€ air 151 S€ SE VICINITY MAP [AVIAN � RESEWATIX s _ _ -2591N ST s£ ,01 ■®I C 0 0^ ONE OWNER ROBERT DEHAAN 34452 4128 j CALIFORNIA AVE. S.W., SUITE 155 IST �sSIOIST SEATTLE, WASHINGTON 98116 mns 10 / 27 / 04 LEGAL DESCRIPTION C PARCEL "B" OF SHORT PLAT NO. SPL 0003-98 i AUBURN, WASHINGTON 00 PARCEL NUMBER 302105-9393 w SITE ADDRESS w 3858 "D" PLACE SE m AUBURN, WASHINGTON 98002 CITY DATUM W NGVD 29, (SSMH #1209-30) N Cn't =o NOTES "< 1. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID - V o �' SURVEY BY: IN ESTABLISHING HORIZONTAL CONTROL. 2. GENERAL SITE PLAN LAYOUT PROVIDED BY DRYCO ARCHITECT. PLEASE SEE ARCHITECTURAL SITE PLAN " DRYCO Surveying & Mapping FOR ADDITIONAL INFORMATION. 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003 O0 (206) 838-1937 FAX (206) 838-3437 c� Z GRAPHIC SCALE a 10 0 5 10 20 40 CL O ( IN FEET) 1 inch = 10 ft. X UTILITY NOTE (j Uj LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC J o� INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE Ii FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE 0 rn HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS a OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE FULL RESPONSIBILITY FOR ANY THAT HAPPEN DUE Z Z `j CONTRACTOR ACCEPTS AND ALL DAMAGES TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. a a Q IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE = w ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO oc CD LL1 LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. ■ ZCD 0 W CC W TOPOGRAPHIC NOTE m D THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN 0 PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS Cc INFORMATION IS BELIEVED TO BE RELIABLE, CES NW INC., CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY w ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A Q RESULT. a z cr TRENCH NOTE ° LL IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH J U THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT v SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY 00 SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND o a� HEALTH ACT, CHAPTER 49.17 RCW. Desi ned' SMS RECORD DRA WING CDR TIFI CA TION THESE ORANINOS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS. BY DA TE TI TLE/POSI T/ON.• CONFIRMED BY CITY- DA TE 9 Drawn: SMS/BAS Checked: SMS Scale: 1":10' Date: 12/27/02 Job No.: 00113 Sheet No.: 1 1 of 2 Sheets o'l � �,.� �' 1. C>rD.788 STORM DRAINAGE NOTES 1. MATERIALS FOR THE STORM DRAINAGE SYSTEM AND THEIR INSTALLATION 4. UNLESS OTHERWISE SPECIFIED ON PLANS, ALL ROOF DRAINS SHALL BE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST RIGID 6-INCH PVC OR LARGER CONFORMING TO ASTM D 3034, SDR 35. ADOPTED EDITION OF THE WASHINGTON STATE DEPARTMENT OF SUFFICIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS. TESTING OF THE MAINTAINED. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF STORM DRAINAGE SYSTEM MAY BE REQUIRED BY THE LOCAL ALL PIPES AND CLEANOUTS AND SUBMIT IT TO THE OWNER AND/OR JURISDICTION. CES NW INC. UPON COMPLETION OF THE WORK. 2. PIPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS OR FROM THE 5. ALL BUILDING ROOF DRAIN DOWNSPOUTS, UNLESS OTHERWISE SPECIFIED, FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE PIPE SHALL BE CONNECTED DIRECTLY TO THE MAIN STORM DRAINAGE MATERIAL TYPE FOR THE SAME SIZE PIPE BETWEEN STRUCTURES, PIPE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. THE JOINTS MUST BE OF THE SAME MATERIAL AS THE PIPE AND PIPE GASKETS SYSTEM SHOWN HERE IS A RECOMMENDED SOLUTION. ARE TO BE PROVIDED. A. PVC CONFORMING TO ASTM D 3034, SDR 35. B. CORRUGATED DOUBLE WALL, HIGH DENSITY POLYETHELENE DRAIN TUBING (4%101 AASHTO M252 OR DRAIN PIPE (12"-36") AASHTO M294. 3. CATCH BASINS SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD PLANS: A, TYPE 1 - PLAN B-1. GRADING AND EROSION CONTROL NOTES 6. ISSUANCE OF THIS BUILDING PERMIT BY THE LOCAL JURISDICTION DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION. THE LOCAL JURISDICTION DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. 7. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO "GROUNDWATER'. 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) 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. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORM 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 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 100mm [4"]0 CLEANOL' 305mm [12"]0 INLET/DOWN 610mm [24"] SLOTTED STORMCEPTOR FRAME AND COVER STANDARD MANHOLE -- GRADE RINGS (AS REQUIRED) HANDLE FOR REMOVABLE TEE OPTIONAL INLET PIPE CORED HOLE AND KOR—N—SEAL BOOT (OR EQUIVALENT) BY SPECIAL ORDER FIBREGLASS IOmm [4"]0 OUTLET/RISER PIPE CORED OPENING AND KOR—N—SEAL BOOT (OR EQUIVALENT) PLAN VIEW 610mm [24"] 4" PVC PIPE /MIN. 15" HIGH ELEVATION 105.0' O vi ELEVATION 102.0' GEOTEXTILE FABRIC AT TRENCH SIDEWALLS AND TOP, MIRAFI 140N OR EQUIVALENT W/ 6" LAPS. 8" PERF. PVC LE, 103.00 PIPE ra 0 % SLOPE 203mm 8 o L WASHED K, 3/4" E 6' TO 1 1/2 NATIVE MATERIAL F W DO NOT COMPACT Cr a� dz 1 r INFILTRATION TRENCH DETAL 1 12 18" 6"\4"0 CO G HECIR VALVE 203mm [8"] s; 1219mm [48"] DIA. INLET IE 1524mm [60"] NOT TO SCALE 10" 6" s- - STORMCEPTOR IS PROTECTED BYONE BOTTOM OF CEMENT CONCRETE OR PATENTS: MORE OF THE FOLLOWING _.i' CUT/SAWED JOINT 2,5 5" 2.5" CURB, WSDOT SPEC. Canadian Patent No. 2,009,208 :. :' fai 15' INTERVAL 8-04 Canadian Patent No. 2,137,942 _ :-r _.: v :_.---�.•- U.S. Patent No. 4,985,148 U.S. Patent No. 5,498,331 U.S. Patent No. 5,725,760 PROFILE VIEW U.S. Patent No. 5,75353,11515 0 TITLE: INLET STORMCEPTOR DRAWING: STC450I.DWG DRAWN BY: A.M. GIBSON DATE: NOVEMBER 29, 1996 REVISED: NOVEMBER 24, 1998 SCALE: NTS 2"PVC 040' INTERVALS AT LANDSCAPE LOCATION EXTRUDED CEMENT CONCRETE CURB NOT -TO -SCALE ASPHALT CONCRETE PAVEMENT, CLASS B, WSDOT 5-04 2" CRUSHED SURFACING TOP 4" o�ov° oyo 'L ovo COURSE, WSDOT 4-04 ----�—�—� COMPACTED SUBGRADE —I i I —III —I i I—► i I —I i I— TO BE COMPACTED TO 95% OF MAXIMUM DENSITY NOTE : DEPTHS ARE COMPACTED THICKNESS ASPHALTIC CONCRETE PAVEMENT STRUCTURE NOT -TO -SCALE RECORD DRAWING CE'R TIFI CA TION THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS. BY DA TE TI TLE/POSI TION.• CONFIRMED B Y Cl TY DA TE PROJECT REF.- BLDOO— 026J These plans ore approved for conformance with the City of Auburn' Engineering Division requirements. cr QQ��m? mot Approved By �...O.,n...._, Date Approved.- 1/ tip 3 �sk ��EGI STERN �' G1 SIONAL RrA" 01 s LANDSCAPE LEGEND TREES SHRUBS & GROUND COVERS SYMBOL QTY DESCRIPTION SIZE(MINIMu� SYMBOL. QTY DESCRIPTION ;l 2 Acer pall�atur, 'senkaki' 1 112" CAL. -K Photinia, Rhody, Pieris Coral Bark Maple Laurel, Leucothoe 4' oC 0 0 (!r Viburnum davidii 2 Thu 'a plicata 4'-6' HT, Min. Viburnum Western Red Cedar @ 3 O.C. O Arctostaphylos uva-ursi 0 Kinnikinnick CJ @ 3'-0" C.C. Triangular Spacing -S L ALPINE GENERAL CO.A-NSTRUCTION (M"' ego, RIVERDELL ESTATES_ Hydroseeding for Typical Lawn Areas 'TURF shalt use the following mix: 68% Three Rye Grasses 16% One Creeping Red Fescue 16% One. Chew'Ings Fescue by weight HOSEBIB LANDSCAPE NOTES 1. Shrub areas to receive a min. 3" layer of mediumgrind bark 2. A min. 6" layer of sandy loam topsoil free of weeds, sticks, rocks, and other debris shall be placed in all planter areas. 3. Irrigation will be a manual system. The landscape areas shall be irrigated with the Hosebibs at no more than a 50` radius. Owner shall ensure plants are installed in the spring or fail and are watered regularly during the dry season for the first growning season after planting. Once the plants become established they will only require occasional watering during drought conditions. PROJECT REF.• THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By. Cm M Date Approved, _ 191.0b,D� 4. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with Landscape Architect, Oww-6-k, a*t) Ch,,l W 14"k4lh Plahmsy c4P_/- witJTtcA 01067w. Any substitutions will be with material of similar size, growth characteristics, and quality. 5. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 6. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted thoughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 7. All londscpe material and labor is to be guaranteed for a period of one full year from the time of completion. ���u ��af/h� .✓Q�� i�. �l -r ref S('4 fer-cues '� u'Un11 -� REMOVE ALL WIRE 3' MULCH WRAP AND PLASTIC WRAP, REMOVE BURLAP FORM SAUCER WITH FROM TOP OF ROOT 3' CONTINUOUS RIK-a _- L BACKFILL W/ BACKFILL MIXTURE ( I AS INDICATED IN =1 I I� � `=(1 I�_A I I-~-1 »I WATER AND TAMPRS 1•E-1 I I=f= 1.1 ' IANTiNG BACKFILL, TO REMOVE AIR - I I y I 25% EXISTING SOIL, 507 POCKETS 8 X DALL DIA. NEW TOPSOIL, 25% 7/8' COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. SHRUB PLANTING DETAIL PEIWTING BACKFILL: 25% EXISTING SOIL, 50X NEW TOPSOIL. 25% 7/8" COI+>T'OST, on THOROUGHLY 3' MULCH CONIFER TREE 2x2 STAKE DRIVEN INTO SUBGRADE SECURE STAKE TO TREE w/ NURSERYMEN S TAPE "ORM SAUCER WITH 3' CONTINUOUS RIM �l I M I I_'. � _ EIREMt UP SIDES & SOTTW OF PIT I 1 I I 1 I 2! I I BACKf11.1 W/ BACK U WXTURE AS INDICATED III I I_ IN NOTES, Ftl } i IN 9 LAYERS. WATER _ _:t�AND TAIL TO RWYE M POMTS EVERGREEN TREE STAKING / PLANTING DETAIL_ 2 gat, CITY of �AUBU R N KING, -BOUNTY, WA 13—LARGE EVE.I�GREEN ,,/� SHRUB ' D " D I A r F S . r 4" PDT ( CONT. 2-MEDIUM EVERGR/ EEN \� H 'BEES O' CJSEBIB 0 0 _.iC)_0 0 0 2 0 --mom-) 0 (� c�0 0o000 00 o D0Cil 0000000000 0 DRIVEWAY R4 ZONING LANDSCAPE! R �,, = D�C�o00�o3oUc���O�o _ o°c:>c�c � 5' WIDE TYRE D0000 c C7PA 0 0 0000 0 0� 0 PLANTING STRIP �EQ'D � W/ TREES 30' O.C. 4'--6' 'EG SHRUBS 4' D.C. 2 GA1L. & 11�NNICKINNICK 1090 , ser � �v— 5 GC, 3'\� ❑.C. 3` ClC - t1�7 PLANTS + i +1 T�44 ��x '�- �� h� sIle � PARKING 6--MEDIUM EVERGREEN /� �' N ' SHR BS,ARK THIS 35 T.E, @ 3/O.C. I ,� AREA =4 Kl NICKINNICK \ e LARGE E VERGR�4),N S H I UB� _ 9' - ,� `TYP 3 2 D E C I D UU S o-` PARKING LOT TRIES � I .r 00 i I—, _•.,ram. __._ ,.. ,,.., 4 - 1 00 •.o in{ y PLANTING BACKFILL= \� C 25% EXISTING SOIL, 50% NEW � TOPSOIL, 25Y 7/8' COMPOST, > MIXED THOROUGHLY '�� "' �� � /� L 1 . 2. FOR MULCH - SEE \ I LANDSCAPE NOTES. litIDUCiUS TREE [] �j j'U� LANDSCAPE TREE STAKING \ ( r { bb STRAPS ; (2) 2X2 OR 2' DIA, WOOD STAKES DRIVEN INTO 3 MULCH SUBGRADE IN FORM SAUCER WITH 3' CONTINUOUS RIM # :I I Iw+111}�:11 --III--I l f�i i BREAK UP SIDESI I II ! I OF PIT, BACKFIL B S B WITH BACKFILL TURF.... .URF MIXTURE INDICATED IN THE NOTES IN ^ N 9' LAYERS. WATER I ,^ LA -N D-..S,C A P E`.� PLAN AND TAMP TO L REMOVE AIR 2 X BALL_ DIA. POCKETS "SCALE. i '""' 10'. .0 DES I DUDUS T PEE PLANTING & STAKING DETAIL \ \ 1 5 + I X W • v � co > I" U' 4oa y Q3 Cn co a REVISIONS: DRAWING ISSUED FOR: Agency Review DATE: July 26,2000 PROJECT NO.: 2026 FILE NAME: 026L1- 1 X-REFS: DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1"=20'-0" DRAWING CONTENTS LANDSCAPE PLANTING PLAN DRAWING NO.: I__ 1 OF 1 a . A a