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HomeMy WebLinkAbout05D1796RAIN TO �J B �J 1 � 1 v WA GRADE BIOSWALE TO D LIVINGSTON DAYCARE, AINFILTRATION CB S T RIM TO 108.60 IE 106.50 12" PERFORATED PIPE 1 (� GE, . M R RIPRAP AROUND CB RIM 5'WX5'LX9"DP PORTION OF THE Q SEC. 1 c` 1m P �'f 11 LAYER OF FILTER 0 8' LEVEL Ah'tA !ff FABRIC OR NATIVE BACKFILL --- ------ -- ----- ._. - - -- -- -- 8" OVER PIPE SUITABLE ALTERNATIVE EXISTING GROUND EXISTING 2 108 - - 6"MIN. , 08.._.__.._ 47 LF 12 PER SD Nit ADS S-0.00% 0 E ( 0 O 0 0 000 � f I� I I TO O TO RO K RY 1 06 3/4" TO 1-1 /2" WASHED DRAINFIELD ROCK M i : - INVERT ELEV = 106 50 3:1 SL - I I=�L= -1I1=1 I1= 1-i J i l- _ - - 0 - - 2' UNDER P1PE N BOTTOM ELEV = 104.50 cis TTOM i TRENCH 104.53/4 tj BAC�KFILL TO BE PERFORATED PIPE WITH 04 - 1-1/2 PERFORATIONS TO THE SIDE OR T BLE FOR _ WASHED ROCK OR BETTER IN A DOWNWARD DIRECTION. SEE LE SEED MIX7URE STORM WATER INFILTRATION TRENCH SECT BIOSW - INFILTRATION CB#2 RIM 112.25 W/ SOLID LOCKING LID IE 106.50 12" PERF N.T.S. SECTION A -A ACROSS BIOSWAL SEE- DETAIL- THIS SHEET-__ __ _-_ ____ CB #2 TYPE I SCALE 1"=10 FEET HORIZONTAL, 1"=2 FEET VERTICAL SECTION B-B LOOKING NORTH THROUGH INFILTRATION TRENCH RIM 111.75 IE 109.58 DESIGN FLOW DEPTHS SCALE 1"-10 FEET HORIZONTAL, 1'-2 FEET VERTICAL 21 CT STREET C"d" __ Qcfs EXTRUDED CURB AROUND EX 4' FENCE 0.27' 0.17 cfs PARKING LOT TO REMAIN � Note flows in excess bypass •swale. OUTLET CULVERT IN SWAL� AT 109.45 RIPRAP AT 5'WX6'XX8"DP 4 LF 8" SO SDR EX 20' „ 21 PVC SL=0.25% ALLEY W/ 4 -6 QUARRY SPACES EXISTING WALK W EXISTING WAY. 8' TO WALL GRADE BIOSWALE TO DRAIN TO INFILTRATION CB SET RIM TO 108.60 IE 106.50 12" PERFORATED PIPE-,,/ RIPRAP AROUND CB RIM 5'WX5'LX9"DP W/ 4-6" SPALLS 40 LF BIOFILTRATION SWALE 5FT WIDE SL=1.0% INSTALL 2-3' INTERLOCKING BLOCK WALL ALONG NORTH SIDE OFSWALE AS REQUIRED TO MATCH EXIST GRADE 47 LF 12" PERFORATED SO N12 ADS LOCATED IN ROCKFILLED TRENCH INFILTRATION ACCESS CB#2 TYPE II-48 CB / W/SOLID LOCKING LID-/ RIM 112.25 IE 106.50 12" PERF x EXISTING GRADE SOLID LOCKING LID SEE PLAN FOR RIM ELEVATIONS � ADJUSTING RINGS (AS REQUIRED) F__ ❑ ❑ I �II I❑ ❑ ❑ I❑ I I ❑ ❑ ❑ (❑ 1❑ ❑ ❑ 10, LLL 1Z IIJ ❑ �I I 3' 4.5' (OUTSIDE) EXISTING" COVERED AREA *tp# E EXISTING 6' FENCE TO BE REMO EXIISTING HOUSE YM EXISTING GAZEBO -..�li..-. X ;T STREET IMPS DInl-11 TReTir)Nl gWAI F gFFD MIXTURE SEED MIX % WEIGHT X PURITY % 1111i NIM TALL OR MEADOW FESCUE 68% 98% 90% SEASIDE/CREEPING BENTGRASS 10% 98% 85% MEADOW FOXTAIL 10% 90% 80% ALSIKE CLOVER 6% 98% 90% REDTOP 6% 92% 85% a a 777777771 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE PAVEMENT s' �h !III, I!- EXIT!! Sty 894 s.f. YARD SHED 17TH ST SD VN 2 21 ST ST SE a � /� PROJECT 11C TION I PROJECT VICINITY MAP NOT TO SCALE EXIST PAVED ALLEY 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CLASS B BANK RUN GRAVEL -THICKNESS VARIES LEGAL DESCRIPTION %f ' f' WIDTH VARIES LOT 1, CITY (3F AUBURN SHORT PLAT #SP-14-77. AS RECORDED UNDER AF# 770230875, /'`��;/,f�/ , •� ' TYPICAL PAVEMENT SECTION RECORDS OF KING COUNTY, WASHINGTON. f f rr1i �F% 1 PARCEL NUMBER 192105-9157 SAWCUT EXISTING PVMT TO SQUARE EDGE MATCH GENERAL CONSTRUCTION NOTES ' w/ NEW PVMT TO PAVE ALLEY TO 20FT WIDE TACK WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. I 1. ALL DINT AND MAKE SMOOTH TRANSITION TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE „ i �.67 LF 21 ' SO 2. ALL WORK SHALL CONFORM PVC SL=0.25% SLOPED TO DRAIN 1" 7" DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL BY THE CITY OF AUBURN STANDARD DETAILS SOP CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED 3 AND DEVELOPMENT PROJECT SPECIFICATIONS. TIGHTLINE DOWNSPOUTS TO CB W/ 4" ADS 8' 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND INSTALL CLEANOUT AT TEE i I ,T, I I iT1i I I I iTi L 17 SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. NEW PAVEMENT 4, APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON WORK FOR ALL PUBLIC FACILITY EXTENSION EXTRUDED CONCRETE CURB DETAIL PROJECTS. TV END PVMT WIDENING AT SOUTH PROPERTY LINE SITE IMPROVEMENT PLAN - WRAP TOP AND SIDES OF TRENCH W/ MIRAFI 10OX FILTER FABRIC �- SURROUND DRYWELL WITH DRAINFIELD ROCK 1-1/2 INCH DRAINFIELD ROCK 2-1/4" SO PERFORATIONS (TYPICAL) WS AP CB W/ FILTER FABRIC 48 HEAVY WALL DRYWELL I BTM GVL =1 I I- =1 11= I I-III=III= DRYWELL CATCH BASIN DETAIL FOR INFILTRATION N TS P��' I-] I of 3 SITE INFORMATION PARCEL NO.: 192105-9157 SITE ADDRESS : 832 21 ST ST SE SITE AREA : 0.49 AC EXISTING ZONING: R-2 OWNER: CAROL LIVINGSTON 832 21ST ST SE AUBURN, WA 98002 PH 253-939-4550 •i CB #1 TYPE I PIM 1 1.50 (VERIFY) IE 10 .75 8" OUT LEGEND EXIST SPOT ELEV FINISHED GRADE PVMT .6EA s'iENI' EX WATER METER EX WATER VALVE EX TYPE I CATCH BASIN f EX TYPE II CATCH BASIN EX SEWER MANHOLE EX STREET LIGHT ASSEMBLY EX GAS VALVE EX UTILITY POLE EX TELEPHONE RISER EX SIGN AS INDICATED EX WATER LINE EX FENCE EX TELEPHONE LINE EX EDGE OF PAVEMENT EX CURB 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONS181Ll FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF SOIL LOGS EVOCATIONS N WATER,RSTO ANITAR STARTING SEWER STORMTION, THE SEWER, GAS POVVER�TELEPHO ESHALL ALL AND NTELEVISIE-CALLONI). 800-424-5555) FOR UTILITY PER FIELD TESTS BY SPEARS ENGINEERING AND TECHNICAL SERVICES, 6/5/2001 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR TEST PIT #1 IS ANDSHALLRESPONSIBLE OLLOW PROCEDURES DURING CONSTRUCTIONHASARD REQU RED BDY B ELECTRICAL POWER IN ALL AREAS LAW AND REGULATION 0-8 ML SANDY SILT 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE 152 (NO GROUNDWATER) SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF 66.78 AVG PERC RATE 1.26 MIN/INCH RO ETHE IRTYOSUFFEREDNBECOAUSECOFO S OPERATIONS TY O CONAND EM SURETY TRACTLL BE LIABLE OR NEGLIGENCECONNECTEDINJURIES AWITH THEM. TO PERSONS ANDU11, TEST PIT #2 0-8' ML SANDY SILT (NO GROUNDWATER) AVG PERC RATE 1.20 MIN/INCH TEST PIT #3 0-8' ML SANDY SILT (NO GROUNDWATER) AVG PERC RATE 1.11 MIN/INCH Scale 1" = 20' CONTOUR INTERVAL 1 FEET BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE OWNER CITY OF AUBURN CITY BENCHMARK 20-R RR SPIKE IN PP AT THE SOUTH SIDE OF 21 ST ST PROJECT CONSTRUCTION SEQUENCE SE, 3RD POLE OR K STREET SE ELEV 111.07 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH THE CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED 4. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 5.. EXCAVATE SITE TO SUBGRADE AND PROOF ROLL. 6. INSTALL STORM DRAINAGE INFILTRATION CB'S PER PLAN 7. PLACE GRAVEL BASE, PAVE LOT AND INSTALL EXTRUDED CURB AS SHOWN. 8. CALL CITY OF AUBURN FOR SITE INSPECTION. r EXPIRES 6 4 2003 STORM SEWER CONSTRUCTION NOTES 1 PERMITS CONTRACTOR HE CITY OFFTAIN ANY AUBURN, PRIOR TO STORM LINE CONSTRUCTION. ONNECTION 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE DRAINS TO "GROUNDWATER". RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. By. Date: Title/i)osition• Confirmed by City: Date: PROJECT REF ALT01-00157 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS CP i-n•oi APPROVED BY A)/i-pl o t DATE APPROVED tom.... ck-00, Lj_j 9 w 0 J of • I 40 t� wFL t4 W d A 2 z W U) E-4 z cnT� T 0 00 E.ry` Q) Z o co ( Az:D G� 5;<© w Ln J LIJ _jV� E"0 0 ~ CTl vrn LjNL10 Iiiliiii,4 0 00 a- File Name EXISTING COVERED v AREA - b- FRONT � WARD X� ENN I �J W EXISTING (o' FENCE _r MfN. 100 LANDSC ADJAGE PARKIN( EXI5TINC-3 HOUSE ./ X15TING 6' FENCE ®� LIVINGSTON [)A"rCAfPE Clio �32 - 21 s t ST . 5E AOURN, QUA. 9a002 Q 253=939-4550 20I-ON EXISTING A I i- _r I I a4 5S. DSGAPING IJA � I I i I cmv � i r cal i I CV lA z 20' EASMENT ll_ i I Date: -5-A -oI Scale: I" x 20' Drawn By: D.B.L. Approved By: Revised: ri1 i�. PLANT LIST LIQUIDAMBAR ST't'RACIFLUA 2" CAL. 25' O.C. SWE E TGUM ACER PALMATUM 2' CAL. A5 SHOWN JAPANESE MAPLE PILAUS NIGRA ro' HT MIN: 25' O.C. AUSTRIAN PINE PSEUDOTSUGA MENZIE51 ro'-I' HT. 20' O.G. DOUGLASFIR VIBURNUM DAVI[DI 5 GAL. 4' O.C. DAVID VIE30RNUM PYRACANTHA 'RED ELF' S GAL. 4' D.C. RED ELF FIRETHORN RAPNIOLEPIS INDICA 'SPRINGTIME' S GAL. 5' O.G. 5PRINGT IME IND I AN HAWTHORN PRUNUS LAUROCERASUS 'OTTO LU'KEN' S GAL. 4' O.C. OTTO LU'KEN LAUREL ERICA CARNEA 2 GAL. 36" O.G. FATNER COTONEASTER DAMERI 4" POTS ]V O.C. BEARBERRY COTONEASTER IN ALL PLANT BEDS INSTALL &" TOPSDIL IN ALL LAWN AND PLANTING AREAS. INSTALL 3" 5AW MULCH IN ALL PLANT BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL. PLANTS AND LAWN. DECIDUOUS TREE 01 CHAINLOCK, LOCK < STAPLE TO STAKE (2) 2x2 FtIR STAKES DRIVEN TO REFUSAL SET PLUMES t INLINE 2" LAYER 5AaK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE MRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF FOOTBALL TREE STAKING DETAIL N.T.S. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT B1-MAmm. DAVID B. LOWMAN CERTIFICATE NO. 387 ^^� " PLANT PIT TUMCE ROOTBALL DIAM. W 0 2" LAYER BAWL 2" 0154AED EDGE FOLD BACK TOP THIRD OF BURLAP 50/B0 TOPSOIL/ NATIVE SOIL MIX S"RUNS PLANTING DETAIL N.T.S. LANDSCAPE PLAN 'LANT PIT TWICE VOTBALL DIAM. :ONIFEROUS TREE x2 FIR TREE STAKE CHAINLOCK, LOCK STAPLE TO STAKE " BARK MULCH " DISHED EDGE NFOLD TOP THIRD )F BURLAP t REMOVE IIRE BASKET _0/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE ST,4KINCz N.T.S. Record Drawing Certlflcation These drawings conform to the Contractors Construction Records. BY: Title/position.- Confirmed bg City DATE: DATE: PROJECT REFERENCE: This Plan sheet conforms with the City of Auburn Minimum Landscape Requirements APPROVED 1✓Y: %L DATE APPROVED: C7.17•of 11i Sheet 1EAU Lof i ""-�LE DEStGN26007 NE 27th DR. REDMOND, WASHINGTON 98053 I TEL. (425) 898-8833 FAX (425) 868-2164 PA 0 I -i ,? Of 3 File Name EX15TING COVERED AREA — ,v- z MIN. 100 LAND5C ADJACE PARKIN( EX15TING &' FENCE 1_t_t II U� z i? U- z X w 215T 57REET WALK EX-15T ING - ... p E CK t 24'-0N EX15TING DRIVE LEGEND O RAINBIRD 1 0 5ERIE5 POP-UP5, (o' POP-UP ON 5WING PIPE R15ER RAIN5IRD 33 QUICK COUPLER ON GALV TRIPLE 5WING JOINT RAINBIRD E5P-4 CONTROLLER WALL MOUNTED INTERIOR. 0 TO CONTROLLER 4 CONDUIT TO PLANT BED B1' ELECTRICIAN POWER 20'-0' i''�j 3/4' FEBCO 805%r DOUBLE CHECK VALVE IN JUMBO SOX 3/4' CRANE GATE VALVE IN 10' PIT 'EX15TING ALLE .O.C. . ® DOMESTIC UJATER METER �JITI-I T ,4ND N►PPLE I�oR ►RR. P <15TING LAWN :..I ®RAINBIRD 100-PE5 AUTO -VALVE IN 5TD. BOX :T INCH WALKWA1' LATERAL LINE CL200 PVC UNMARKED 15 3/4' 12' DEEP MIN. I- - -�- - 1" CL200 PVC MAINLINE V DEEP MIN. LAND5CAPING EXISTING W,4L<W,4*r I X T r_IG i; 1 I 1 I Ia4 s.f. LAND5CAPiNG CID I I I z 61 � ;v I C� c� U i CL I N 20' EA5MENT I CAR'50N JAIVO V&VV " 5Et ELU511 WMH F"5H a?.AM. nOUME CHFCK VALVE A55F-MN-Y MfAIL N f.5. r•r s •.. r• •r � •.. r d 5dtVW I X SfR, EU. At PA5X OF TALE SW1FY .1C�t�1" W1TN C 3> MAWrX 5TMET ELL5 AW (I > I2" 5CH 80 pVC NCI.. 5CH40 90 ELL 5CHBO NK . UNION 50H40 OR Mf 55 5AM SIZE A5 VALVE A00MAT1C CONTKOL VALVE A5 5MCFfi7. "OMA-flC ,i CLA55 200 rVC LAlMk LNG Ate 5CH 40 TEE OR ELL 1M VLr 5 A _0Ni 1145FT A55EWMY MfAIL N T.5. NOTE5 OBTAIN ALL REQ'D PER"iIT5. Lrr•I �� a '' WEAIH"MATIC 9061- MANI VALVE MAMR 5ET ELU5H W/ F i a?#"- CLA55 200 PVC VW/ CUf & ELAM2 PASE, MA55 MIVI W, WM VALVE. 5CN80 NK5 W 15" LON6. 5CH 80 PVC 90 ELL, 5CH60 PVC WL MIN. 5" LONG 2 C.E. GRAVEL 5LMW MIN. MANUAL MN VALVE A55WMY MTAIL Nf.5. IN5TALL ALL CO" iPONENT5 PER PLAN AND DETAIL5. PROVIDE ONE 'TEAR WRITTEN WARRANTY FOB? ALL MATERIALS AND LA50R. PROVIDE A5 BUILT PLANS AT FINAL WALK TNRU. IN5TALL AUTOMATIC DRAIN5 AT LOUD POINTS OF LATERAL5. ALL PIPE UNDER PAVING 5HALL 5E IN 5CN40 PVC SLEEVE TWICE DIAM. OF IN5ERT PIPE MIN, EXISTING G' FENGE IF,1RIGATION PLAN Date: 3-4-fal _ Scale: V = 20' Drawn By: D.Bl.fVfNTONDA"'�CAIRE A U D 1p 032 - 215T 5t. 5E AUBURN, WA. 90002 Approved By: ;��. 26007 NE 27th DR. REDMOND, WASHINGTON 98053 d 253-939-4550 Revised: g-17-sDl - TEL. (425) 898-8833 FAX (425) 868-2164 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DAVID B. CERTIFICATE • Sheet IR-1 of 1 05D/79(o ?k* 1-7 3 of 3