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HomeMy WebLinkAbout00D1593CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 3. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLANS. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 5. CONSTRUCT TEMPORARY "V" DITCH WITH ROCK CHECK DAMS. 6. INSTALL FILTER FABRIC FENCE AROUND SITE PERIMETER AND UNDER CB GRATES AS SHOWN ON PLANS. 7. COMPLETE DEMOLITION OF EXISTING SHED STRUCTURE. 8, CONSTRUCT STORM DRAINAGE SYSTEM PER PLAN, 9. COMPLETE BUILDING AND PAVE SITE. 10. MAINTAIN EROSION CONTROL FACILITIES UNTIL STORM DRAINAGE SYSTEM IS OPERATIONAL. 11. REMOVE TEMPORARY EROSION CONTROL FACILITIES (FILTER FABRIC FENCE). 12. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE LIMITED TO 15 DAYS. W/SOLID LID SWALE QNtw 0-Lr n__ r @ e."9 SLOPE 0.�•k 2 W/ SOLID 1 G LID T W 0 0 SW 1/4, SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M. EX.STREET \ _ NEW 132 LF 8" PVC (SDR 35) LIGHT BOX C� e.5% SLOPE , \ te ,, , r ,lo �r \ a ♦ e S 89° 15' 31" E 91.88' �' aoyl• �, EX. SS MH NO. 209-05 RIM 49.64 EX. POWER POLE W/ STREET LIGHT \ d` .:.:.:10 ' ' °\\�� f`;;';', NEWJYP 1 CB A W CV7 REPLACE EX. WITH SOLID fD I f`I X / \ \ \`\ .. . .' RIM#947.9 �� i' NEtM•'• if?.INV.43. SITE PLAN 1"=20' NORTH SITE DATA ZONING: C3 (HEAVY COMMERCIAL) LOT SIZE: 20,552 S.F. = 0.47 AC. PARCEL NO.: 936060-0240 PARKING BUILDING AREA = 1,700 S.F. Q REQUIRED - (1 STALU100 S.F.)) =17 SPACES PROVIDED - 18 SPACES (1 HAiVDICAP) 8" CONC. PIPE RIM 49.1 INV. 43.61 PROTECT PER CITY STD. DTL. DEV-8 EX. PHONE RISER NEW 13 LF 8" PVC (SDR 35) ® 0.7% SLOPE EX. WATER METER 3 4") EX. UTILITY VAULT INSTALL 30' DRIVEWAY PER CITY STD. DTL. STDW-1 % j °! tisy 9 tiG Ash \rye >�• f , �y°9�, EX. CONCRETE REMOVE EX. DRIVEWAY SIDEWALK AND INSTALL NEW SIDEWAI PER CITY STD. DTL. STSW-1 SITE ADDRESS. 4537 AUBURN WAY NORTH AUBURN, WA 98002 LEGAL DESCRIPTION PORTION OF TRACT 30, WHITE RIVER VALLEY HOME TRACTS, SECOND ADDITION, UNRECORDED PORTION OF WILLIAM A. COX DONATION LAND CLAIM NO. 38. VERTICAL DATUM CITY OF AUBURN BENCHMARK 29-H - ELEV. 44.04 FT. MSL LOCATED AT INTERSECTION OF S. 277TH STREET AND D STREET N.E. 277TH STREET S. 280TH STREET SITE uS � Z VICINITY MAP NOT TO SCALE LEGEND DESCRIPTION NEW EXISTING STORM SEWER —91) - - -gyp- - " - SANITARYSEWER---SS---- WATER ."------- -WM--------- CATCH BASIN %IC Q •' i t 4, 0 �a °D m a W' M N 3 0 ° m ift E m d C.)o < dL 7 e,,�w a W U z W AC PAVING Q W CONCRETE r:..., %T''•'-' a 0 01 0- SPOT ELEVATIONS 4&0 �— x cn u7 MANHOLE Q J FENCE o o W STORM DRAINAGE PLAN NOTES. 1. STORM LINES SHALL 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 LINE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS, 2. STANDARD SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL FACILITY EXTENTION PROJECTS. S. 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). CALL BEFORE YOU DIG 1-800-424-5555 Record Drawing Certification These drawings conform to the Contractor's By: 126:5, rCyctlor coeds. Dater I- o0 Title/Position: 1?a „c �v►..— �•����� Confirmed by City Date__ PROJECT REF: GRA 0016-98 BLD 0874-97 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. c3 tdv+1 Z/I t99 Approved By: Date Approved: 2. 3 S _ ~ o Q O v Z N Q1 ? O � Q O co `1 , 2 Z W � 3 Uj Z z Z 0— N�0]J QU-)Dw aCCQ� Oct a as ♦W V Z Q _z I� Q V 6/23/98 DRAWN BCA CHECKED BCA PROJECT NO. 98.003 SHEET NO. C�I ooD►s93 U W m 2 NEW 132 LF 8" PVC (SDR 35) Q 0.5% SLOPE INSTALL SILT FENCE PER CITY STD. DTL. DEV-6 DURING GRADINU UH © COA STD. DTL. DEV-9 ,� W/SOLID LID 1 NEW BIOFILTR ,3 SWALE NEW 84LF8"F @ 0.5% SLOPE 1 P(-ozS Z OF 3 ENT POND e b1' SW 1/4, SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M. --I EX. HOUSE - 1 bah S 890 15' 31 " E 91.88' " b� b b \ 0 a W I ,I ION 7 v II NEW TYPE 1 CB c _ RIM47.6 44•0 _(SDR 21) '� INV.48.8 45.5 tk PROTECT Q>`.R pA p STD, 'DT'L. 'E`4-7 b� i� • p'l b / (CHICKEN HOUSE) STABILIZATION METHOD HYDROSEEDING & MULCHING PER THE FOLLOWINSz ® A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN THROUGH JUNE 0 A D S PTEMBER 1 THROUGH CTOBER 31. 1 (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 NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBSJACRE: SEED MIX FOR SITE STABILIZATION NAME PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION REDTOP 10 % 92 % 0 % ANNUAL RYE 40 % 98 % 0 % CHEWINGS FESCUE 40 % 97 % 80 % (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10 % 96 °/° 90° ° BIOSWALE SEED MIX 75 - 80 % TALL OR MEADOW FESCUE 10 -15 % SEASIDE/COLONIAL BENTGRASS 5-10% REDTOP E FERTILLIIZER MIXTURES MAYIAO ROVED SEED -MULCH - SO BE USED \% \ <�,� F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE EX. SS MH NO. 209 05 a. MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY iSs\� RIM 49.64 HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER Ff ` \ APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. EX. POWER POLE W/ INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO ,� ao �• ss moo, ' Q0 ��� \ �Fj s'p\\ STREETLIGHT WATER. ��, 61 NEW TYP \1 CB �•` / WITH'SOLID`LID Z •��:`�\. v '{ EX. 8" CONC. PIPE INV. 4a77- EXISTING CB RIM 49.1 p�. \ Dev. 7 •', _=ram INV. 43.61 % ` PROTECT PER CITY `\ STD. DTL. DEV-8 \ \ ` \ EX. PHONE RISER Vx NEW 13 LF 8" PVC (SDR 35) -- P9A @ 0.7% SLOPE 1 '• •` 35 EX. WATER METER (3 :I ..... _- t! .. 0 act` 01 ' 12, EX. UTILITY VAULT p9 0 O `�` ,1,\ INSTALL TEMPORARY CONSTRUCTION it \ Agyp : ; ; ; . TRAN E PER OA STD. DTL. DEV-5 b�6 EX. GARAGE , ' �' F; a • ' EX. HOUSEe1'8. � C.O. r i ' .• ... Y.--..._ J, r A 9 -(.T`.. 7II�� �1rj �\ v`'\ -. `� 1= 195.97' ���ZO'A ` _ S 89 15 31 • ti `r-1 1" = 7V EX.STREET LIGHT 130X ` NORTH LEGEND DESCRIPTION NEW EXISTING STORM SEWER SD-- ---•SD---- SANITARY SEWER SS ---- SS ----- WATER WM— -------- WM-------- CATCH BASIN AC PAVING CONCRETE pA SPOT ELEVATIONS MANHOLE FENCE " VERTICAL DATUM CITY OF AUBURN BENCHMARK 29-H - ELEV. 44.04 FT. MSL LOCATED AT INTERSECTION OF S. 277TH STREET AND D STREET N.E. EARTHWORK QUANTITIES CUT: 150 CUBIC YDS. (LOOSE) FILL: 250 CUBIC YDS. (LOOSE) NOTES: (1) MATERIAL SHALL BE CLASS 'A' FILL COMPACTED TO 90 % RELATIVE COMPACTION (2) THESE QUANTITIES ARE ROUGH ESTIMATES ONLY. CONTRACTOR SHALL VERIFY HIS OWN QUANTITIES. (3) HAULING OF FILL MATERIAL SHALL BE DONE MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8 A.M AND 5 P.M. UNLESS OTHER- WISE APPROVED BY THE CITY. CALL BEFORE YOU DIG 1-800-424-5555 Record Drawing Certification These drawings conform to the Concttlractor's By: ,°OjZg C cords. Date: Title/Position: P�z,a c viM� rcNr. �a Confirmed by City Date: PROJECT REF: GRA0016-98 BLD0874-97 These plans are approved for conformance With the City of Auburn's Engineering Division requirements. =km (� Z/►ICM Approved By:_/y1__ Date Approved 2 S 3 Z N C C W N 0 o °0 0 M to n E v z W W v z W 0 o: w a o. D co rn S J G a g Q za OJ �0 OCr WZ 0 V I < rlm DATE 6/23198 DRAWN BCA CHECKED BCA PROJECT NO. 98.003 SHEET NO. C2 o©f I15 3 0 4 7 % SLOPE 3.3 -/. J PIPE OUTLET NEW CONTROL CB 114Y., 45 1- k4.9 7INV.45.4 �4'}-95.•0 RIPRAP (12 C.Y. MIN,) / ._.-.-._._._.-.-.-._. � _ -.- - - IZ LF (e" pVG 656 e 7.001. 5Lo E 1 I I I I I I i i EXISTING CHAIN - SECTION DETENTION POND \ MAX. WS ELEV. = 47.0 BOTTOM OF POND = 45.0 CAPACITY = 1,100 C.F. INY 4b.13 EXIST. BUILDING H I(oH 0 rLO%NDW RT C43.0 FT M5L� h e SCALE: 1" =10 FEET m h 2 BIO SWALE LENGTH = 80 FEET SLOPE =1.0 % NY. 45.3 4-4.9 RIPRAP (1/2 C.Y. MIN.) PIPE OUTLET iNY.45.5r INY. 45.4- RIPRAP (1/2 C.Y. MIN.) 84LF 8" PVC (SDR 21) 0 0.55; SLOPE o--4-'l+ DRAINAGE FACILITY PLAN SCALE: 1" =10 FEET SOUTH . 45.0 -RIM 4�5- aNM 41-.9 'NY.44.4- 1".4h.*' 6 LF 8" PVC (SDR 3! j 1.7 % SLOPE LL, INV.-445- q4.5 RIPRAP (1/2 C.Y. MIN.) 7V 47.......................................... 45................................. SECTION - m SECTION SCALE: IN = 20 FEET 5 1/2" 2" CLASS B _ 1/2" _1/2" A.C. PAVING EXTRUDED CONCRETE SLOPE �, CURB TO DRAIN I ---9--TT� --n r I l - � COMPACTED 4-5/8" MINUS _-. -- SUB -BASE CRUSHED ROCK CURB & PAVING DETAIL_ ................ "................ ........ FRAME A SOLID LID nc 4-9.0 1 ROW C.B. ADJUSTMENT BRICK MIN. TOP COVER 8" CAP SECONDARY ORIFICE I SIZE = 2 - 1/2' DIA. UBa�vN KbvrA HORT NIPPLE (LUBE MAX. 25-YRW.S.=47.00----------- ':' - _ _ _ i BOTH ENDS) MAX.10-YRW.S.=46.79----------- -•----}� RIFICE E EV = A.C. OR G.P.K. MANHOLE ADAPTER 0(2) =0.035 CIS MAX.2-YRW.S.=46.43--------- -- --- ---� 0(25) = 0.17 Cts 45.4 INV. r4 8' PVC - SDR-35 - SLOPE =a.7 9; b 8" PVC LOCATED IN NARROW SIDE ao r OF C.B. STD. TYPE 11-46 C.B. WITH 8"x8"x8'PVC TEE EXTENSION SECTIONS .............. RUBBER GASKET JOINTS AS REQUIRED 8' RUBBER GASKET PLUG W/ 1 -1/8" DIA. ORIFICE CONTROL STRUCTURE DETAIL CALL BEFORE YOU DIG 1-800-424-5555 Record Drawing Certification These drawings conform to the Contractor's .ponstrueo records. By: ye „eI Date: 4 2 I - do Title/Position: VIL%P .,nnt— �• Confirmed by City Date: PROJECT REF: GRA 0016-98 BLO OS-4 These plans are approved for conformance with the City of Auburn's Engineering Division oWk.y� requirements. Z/li�9 Approved By: Date Approved: c °° ego Z C C .G 40 3 CM O m W m 2 0 n E o �q v z e W z u z W 2 H cn z fV 0' W Q $ W Co YZ°'N EL Q w=3z w QCOZO w zQZ)a J W Q co D W p "tQH �d a V y 1 W x w J U a Z .J A J 0. 0 0 Q DATE 6/23198 DRAWN BCA CHECKED BCA PROJECT NO. 98.003 SHEET NO. C3 PF ozs 3 OF 3 ao� oof),�Q3