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06D1881
I s t EXIST FW HYDRANT f 11039 tE EXiSr STREET I"011 I q i r�- r�a�la..ryt.a��a./�..��r i 4 E` i € � f } Isi1 ty E I 4I i S f I I it t E, I I _{ I � t SI TE L7 F'.: BAY DOM [,/ \) BAY DOOR EXtSMG BUILDING MOROSEV UNUTY Ott SCALE: 1 "= 400 FEET 0 200 400 8010 VI CINI TY MAP M N►/1/ 114 S19 T2IN R5E t/I/.M �.AnoecArws R 4 ", EWWW MUM MI r;pl:9-6 ,•� N 89 19 E c _..........._. m,........M, .. SCALE. 1 "=20 FEET 0 10 20 40 LEGAL DESCRIPTIONS (SITE LOCATED IN THE NW 114 SEC 19, T 21 N, R 5 E, W.M.) PARCEL A: (TAX PARCEL NO. 314160-0430) Lots 1, 2, and 3 in Block 5 of Hart's First Addition to the Town of Auburn, according to plat recorded in Volume 20 of Plats at Page 23, records of King County, Washington; Except the East 48 feet thereof. PARCEL B: (TAX PARCEL NO. 314160-0431) The Easterly 48 feet of Lots 1, 2, and 3 in Block 5 of Hart's First Addition to the Town of Auburn, according to plat recorded in Volume 20 of Plats at Page 23, record of King County, Washington, Together with the West Half of vacated alley lying Northerly of the Westerly extension of the South line of Lot 26 in said Block 5, as attached thereto by operation of low. PARCEL D: (TAX PARCEL NO. 314160-0555) Lots 25 and 26 in Block 5 of Hart's First Addition to the Town of Auburn, according to plat recorded in Volume 20 of Plats at Page 23, records of King County, Washington; Together with that portion of vacated alley adjoining, which upon vacation attached to said property by operation of law. PARCEL A RIGHT—OF—WAY DEDICATION: That portion of said Parcel A lying northwesterly of a curve concave to the southeast having a radius of 20 feet which curve is tangent to the north and west lines of said Parcel A. TREES MA OF HEM COT AL BCH LAUR EXAMPLE. 4X3" MA ii DATUM. NAVD 1988 MAPLE DOUGLAS FIR WESTERN HEMLOCK COTTONWOOD ALDER 81 T TER CHERRY LAUREL CLUSTER OF FOUR 3" MAPLES BENCHMARK: RR SPIKE IN POWER POLE AT THE SW CORNER OF 11 TH STREET & 'B' STREET SE CITY OF AUBURN BENCHMARK 21-N ELEVATION = 96.80 FEET, NAVD88 . LEVEL LOOP ALSO SURVEYED THROUGH BENCHMARK. BRASS SURFACE MONUMENT AT THE CENTERLINE OF 'A' STREET SE, 100 FT MIL N OF 127H STREET SE. CITY OF AUBURN BENCHMARK 30-M ELEVATION = 95.57 FEET, NAVD88 . PROPERTY LINES SHOWN ARE BASED UPON PRELIMINARY BOUNDARY LOCATION SURVEY BY FIELD TRAVERSE 2123105 TOPOGRAPHIC SURVEY WAS PERFORMED USING TRAVERSE AND RADIAL METHODS 312105 THROUGH 4128105 EXISTING BUILDING AREA EXISTING PAVEMENT AREA EXISTING TOTAL IMPERVIOUS NEW BUILDING AREA NEW PAVEMENT AREA NEW TOTAL IMPERVIOUS NET CHANGE BUILDING AREA NET CHANGE PAVEMENT AREA NET CHANGE TOTAL IMPERVIOUS 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 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" (2002 EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE C1TY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3) A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4) LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROWDIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WA7FR, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5) PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE 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 EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET 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 CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7) ALL CONSTRUCTION SURVEYING 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 REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. 9) ADDITIONAL PERMITS REQUIRED FROM THE CITY OF AUBURN: STORM PERMIT CONSTRUCTION SEQUENCE 1) PLACE EROSION CONTROL MEASURES INCLUDING CATCH BASIN PROTECTION, SILTATION FENCE 2) COMPLETE CLEARING, DEMOLITION & ROUGH GRADING 3) CONSTRUCT S17E STORM DRAINAGE AND WATER QUALITY FACILITIES 4) SAWCUT AND REMOVE RIGHT-OF-WAY SIDEWALK, PAVING 5) CONSTRUCT RIGHT-OF-WAY STORM DRAINAGE 6) CONSTRUCT SITE AND STREET BASE COURSE, SIDEWALK, CURBS AND GUTTERS, STREET LIGHTS 7) CONSTRUCT ASPHALT PAVING ON SITE AND IN RIGHT-OF-WAY 8) COMPLETE LANDSCAPING 9) REMOVE REMAINING EROSION CONTROL MEASURES IMPERVIOUS SURFACE AREA CALCULATIONS 4527 SF 5490 200 374 4727 5864 0 5490 5561 531 5561 6021 -4527 0 5361 157 834 157 PARCELS A&B CODE NOTES ASSESSOR'S PARCELS NO. 314160-0430, 314160-0431 ZONING. C3, HEAVY COMMERCIAL S-T-R. NW 19-21-05 SITE AREA (PARCELS A + B): 12,874 SF IMPERVIOUS AREA: 12,359 SF BUILDING AREA WAREHOUSING/STORAGE Z577 SF OFFICE Z577 SF TOTAL BUILDING AREA 5,154 SF LOT COVERAGE 40.03% PARKIN WAREHOUSING/STORAGE 3 RETAIL 5.2 TOTAL PARKING REQUIRED 8 STALLS TOTAL PARKING PROVIDED 9 STALLS OWNER AND CONTACT. JOSEPH SIMMONS SIMMONS CONSTRUCTION, INC. 3223 N.E. 125 TH STREET SEATTLE, WASHINGTON 98165 (206) 362- 722 7 PARCEL D CODE NOTES ASSESSOR'S PARCEL NO. 314160-0555 ZONING: C3, HEAVY COMMERCIAL S-T-R. NW 19-21-05 SITE AREA (PARCEL D). 9028 SF IMPERVIOUS AREA: 8945 SF (INCLUDING A PORTION OF PARCEL B) EXISTING BUILDING AREA MOTOR VEHICLE REPAIR TOTAL BUILDING AREA LOT COVERAGE 32.07% PARKIN MOTOR VEHICLE REPAIR TOTAL PARKING REQUIRED 7 2, 895 SF Z895 SF W� TOTAL PARKING PROVIDED 11 STALLS ENGINEER/SURVEYOR: MARK C. SIEGENTHALER, PE, PLS 5616 44 TH AVENUE S.W. SEATTLE, WASHINGTON 98136 (206) 935- 8323 LW 3311 0 3311 3311 3923 7234 0 3923 3923 DRA WING INDEX 7111m, Ti TITLE SHEET C.1 TOPOGRAPHIC SURVEY C. 2 DEMOLITION PLAN C. 3 11 TH STREET S.E. STREET PLAN C.4 11 TH STREET S.E. PROFILE & SECTION C.5 11 TH STREET S.E. STORM DRAINAGE C. 6 EROSION CONTROL & GRADING C. 7 SITE PLAN C. 8 SITE STORM DRAINAGE AND GRADING C.9 SITE STORM DRAINAGE DETAILS L.1 LANDSCAPE PLAN RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS, BY kC. 46 TITLE/POSITION. CONFIRMED BY CITY DATE&_&-� W v� ez �Lo ��� 3 W 00 vLU % EJ-CAM `ts�wNN p,NER y �y x W DRA WING ISSUE DRAWING TITLE TITLE SHEET SCALE: PLOT DATE. 1017105 PROJECT REF: FAC 05-0013 la121/� CAD FILE: 25002ENGR6 THESE PLANS ARE APPROVED FOR SHEET NO. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS T 1 APPROVED BY.° DATE APPROVED: /0 L//US� REV 2 O&DIg81 Il W a O EXIST. FIRE H EXIST STREET LI HT I g I CB TYPE 1 GR TE 94.67 1 IN 1 12" CONC N 9 INV 12" CONC SW I I I I I I I I SDM TYPE 2- f8" IGRAITE 94.6 INV. - 12" CONC SE W 1( INV. 115" CONC IS 86.55. 1 INV. 18 CONC N 86.35 ICB 1 (N -S ) GRA TE 94.58 INV 12: CON NE .43 IN V.2CON W 833 I I I Q I I I 94. I I I i -•. g � I I I 1 ' t Y � I I 1 F I I 1 I I I I I I I I I I I 1 I I I I I I I I I � ' I I I 9�. SCALE: 1"=10 FEET I 0 5 10 20 0 WT 4 4, tM 039 - 54 ,94.71 0 Nth 114 S 19 T2IN R5E WM t �, 7 a CB TYPE 1 CONC. WALK Zt,� GRATE 94.71 C8 14"X20" CONC INV. 8" PVC N 92.53 tNV. 12" CONC. S 92.36 INV. 6" CONC. S 92.51 95 Ci Z 94.ZZ F�_ a� cA A i� C3 �3 cry rC4...4- ow l 9115, 38 / 96. 9635 95 53 2sQ..-A�-�m�.-� J0..99 - . -•m - •.,,IV - . •d: •4,m a o BAY DOOR S 4 "�/1NC. lO^...7 r1 r. i>r-r • ./t _ L- / 1 57.09 E EXISTING BUILDING EXISTING F.F. 96.34 M. :=== 95.; 95, 22 6"SD 6"SD 6"SD 6"SD l+ 6"SO 6" X9 .62 rn 96 'II .d 'm ..d _ ' m • a m. e ° m 5' . CQl'�C. 4K - _,�,,.,. ...+�-,. .�...�•..��-..�.,-mom..-..+�--i--�" ...�.�.��..-+_._�r�-a•..s.-�s-•.�....i.-��_ __-..._.�___....,._. d 82.02 SIGN TO REMAI SS X96,08 X9,2 95.92 tD _o X96.24 2 X96,01 96 X96.50 X96,36 X 96.6,E 6.3 9727 SS r 1 • r i\ r- r r l f o •' 969 X96,811 96, 77 9z 09} BAY DOOR BA Y DOOR W g � EXISTING BUILDING EXISTING F.F. 96.92 SS SS wm 8, 85.11 _g N 89-23'19" E Q � IA941 o� ZZ EX. SSMH #909-29 i.0 �0 8 "SS X95.77• _ DRA MNG ISSUE DRA WING 77 RE TOPOGRAPHIC SURVEY SCALE: 1 "= 10' PLOT DATE: 10/7105 RECORD DRAWING C RTIFiCATION PRO,ECT REF. FAC 05-0013 Z�T�5 DAD FILE: 25002DOGR6 004 THESE DRAWNGS CO TO THE THESE PLANS ARE APPROVED FOR SHEET N0. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WTH THE CITY OF AUBURN'S ENGINEERING DIWSION REQUIREMENTS BY _ q i�DATE co 1 TITLE/POStiTO I- APPROVED BY COWlRMED BY CITY: DATE& DATE APPROVED: ��! SC CB TYPE ''I (31,?ATE 9467 1 1 N 12" CONC N 91.74 '12" CON(� 3,,W 0117 SOMH TYPE 2--f8" r�RA4,6 /NV`,. 12" CGXVC� SE 8& 1 CON'(--, S 8 6,, 15 j 'R- 6 INV 18' COW. N 12 C6 T�,PE I (NON-ST�w TE GRA 94,58 —7 INV 2 " CON NE T 5 4INV 2-CON W 833 gg {� yY f SCALE: 1"=10 FEET 0 5 10 23 c� NW 114 S 19 T2 IN R5E W M, top C TYPE I 6 CONC. WALK N 8 PV/C N 92'-5,35" fiV14 12' CONC� S 9236 41 r I- 94,92 w. N L IN V 8 " PVC E 92,08 . LOCAL RESIDENTIAL !Nk-� 6" CONC. 5 � 92.11 V) C) L STREET) 90 INV, 6" CON, 7 2v7 7 7 7 .777�/ 91S SAWCUT AND REMOVE ASPHALT SAWCUT'`AND REMOVE ASPHALT 2 C."13 7,11"X20" CONIC. INIV. 6" CONC< S 92,51 95 SAWUT AND REMOVE PA VEMEN T REMOVE C8 REMOVE/ABANDON EX. STORM LINE 6 awo 6 SD 6 SO VE & RELOCATE_ SPEED LIMIT SIGN VEIABANDON EX. STORM LINES REMOVE 96 REMOVE CONCRETE WALK RkMNANTS CONCRETE WALK /X SARCUT CONIC. WALK kp( AT NEAREST JOINT I I cJ 4, 41 . of dl. it, • .71. -915 82,02 TO 4 3& 99 USIGN 4 ..4 REMAIJ�\\ 96 ss BAY DOOR BA 10OR Y D ss Y REMOVE & CAP AT PROPERTY LINE DOORS TO BE REMOVED AS PART 0 F BUILDING REMODEL �k lr-X/STiNG BUILD1,NG C) cr C) 1P r r 1 0' r I r (n Q) Q) z V) r1 A r '9 00 L to ss EX h' #909-29 BA Y DOOR' 7E FENCE 96 BAY DOOR B A Y D,,-) aR EXISTWG 801ILDIW" SAWCUT CONC, WALK AT RAREST JOINT I r JZ v-- X z W) z 0000 Yw�W�� tloo bol R ���2 0 C4 2? soci v a. 1 6 DRA WING ISSUE DRAWING TITLE DEMOU TION PLAN .v- 10) SCALE. 1 — PLOT DATE. 1017105 RECORD DRAWING CERTIFICATION PROJECT REF: FAC05-0013 CAD FILE. 25002ENCR6 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR SHEET NO. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE K17H THE CITY OF AUBURN'S By ENGINEERING DIVISION REQUIREMENTS. C.2 nmE/posmw APPROVED BY.- CONFIRMED BY CITY- DA TEl> �- DATE APPROVED: OGD/��il 100—WATT LAMP 0.4 AVG. FOOT— ANDLE UNIFOR41 T Y RA TI : 6 1 LUMINAIRE MOUN HEIGHT 30 FT LIGHT PgATTER —C 111 DAVIT AR N 8 AFT. FOUND P STD DET TRAFFIC-44 LU RE PER TD DET TRAFFIC-44 s 1 E , i ! { 33s I Ems RIGHT—OF—WAY (DEDICATION 1 fi AREA = 93 — t e t i i i E d o SCALE: 1 "=10 FEET 0 5 10 20 '. 3 } a pk S ¢ e a 3 . � _ f d p5F L L I i lz i j s A i i F i r..}........._..- ------------,.....,_.a� & a 4 a A NW 1/4 S 19 T2>NR5E W,M, x t r % L- L— / �. • �- • t= (LOCAL RESIDENTIAL STREET) �-, c n 95.08 95.L20 z; 6F` f { s 94.80 BC 4 . a d 99 >' BC TURN RIGHT —IN k & RIGHT —OUT ONLY 1._ NEW 'NO LEFT TURN' SIGN T° 95. / 0 D °gr 0 '•}� `!` -WALE k,.... gl I , WHEEL STOP �. __.p_ - U �4� Z 3 r S -0 9.1 t ...4_�46_30C 95,80 ec 96. 11 ec r—�° /_1 r—:' ° ►— a /-1 4 TURN RIGHT —IN & RIGHT —OUT ONLY a. 96 030 }96,79. 95,50 95. 70 0 LANDSCAPING a a '5' COW - WALK N 89 &1 gr E d I� 95,20 a , 95. L.a ,.v to 7 s.. ltl j � O O � 6. 0 rIl Z 9 6.20 TO 96O T C 9600 8C PROVIDE VAPOR A€'��'FER ALC 96ma's":: BAY DOOR CONSTRUCT SOUTH HALF Q 27. TO CENTERLINE (ALONG ENTIRE LENGTH) THEN MATCH EXISTING GRADE WITH ACP WEDGE AS NEEDED (TYP.) OET�- TRAf1�IC—.�3 -- ALTERNATE WHEELCHAIR RAMP PER STD. DET. TRAFFIC-26 BAY DOOR EVSTING BUILDING 95 t i g A r, I l r- e r, i EXISTING N Fit'. 96.34 � g w p a ari z Q .a a • 5" IWALK 9 82.02 4 g 95.8 B .1 _ NO C0`RB 95.6 r� NEW .A. SPt-4A L R PA EN T rti A ro i>r—r rw di 96,85 © LANDSCAPING r011 BERM 56,5 TOP TO REMAIN fi • LANDSCAPING 94,5 U64 9& 05 ° i (� Q ts� 4. 5 S x 4 � W 4 1. I EXTRUDED CURB -- Z 4 w �r UQj I } !V —V 98 84 9.00 I t i ca A I i i 4 I 3a03 DRAWING ISSUE A Rt:V p PER €Mye 16/111 I 4 DRAWING TITLE E 11 TH STREET S.E. ' STREET PLAN 4 SCALE: 1 n=10' r PLOT DATE: 1017105 RECORD DRAWING CERTIFICATION FAC 05-0013 ! l PROJECT REF: 5 CAD FILE: 25002ENGR6 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR SHEET NO. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 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' N 12" 51), CS T�PE 1 (N N-STO) GRATE 94.58 " INV. 12" CON NE 88.43 k � I V. 12" •CON W 8$.33 3 3 d ? S 2 Q, 'y k ID t t # r I Lo w x 4 3 4 3 SCALE: 1 "=10 FEET i 0 5 10 20 t �b NW 1/4 S>9 T2>N R5E W,M. C8 TYPE 1CONC-, WALE; GRATE 94.71 INV. 8" PVC N 92.53 INV. 12" CONC. S 92.36 L L_ L r e o r -FOCAL RESIDENTIAL STREETS + NEW' ASPHALT CONCRETE PAVE -MEN:'- - 6X6 PVC 22' BEND l-S 38.99 57.00 two E 5' a ONiC. WAt IC1R `TD. #_ RA,:IC--3 N 89-&1W' E A- ,., 'I ' V'm 96 BAY DOOR BA Y DOOR CB TYPE 1 ATE 94.9 WV. 92.20 E 0 EXl-�TING Cis DIN•,,> r} A r F`t r- 1 r\ k / 1k . k�/L _ L _ L / s S EX '5SMH 909 -2... C8 14 "X20" CONC. INV, 6" CONC, S 92.51 95 6" SD S 8923'194 82.02 r\ a r `. Fy r- l r\ BAY DOOR EXISTING BUILDING 85.11 N 89 23'19" E CB TYPE 1 + GRATE 95.30 INV. 93.30 E 6" SD 6". SD DOOR 3A, D ✓ R r 6" SD J 6"XB"-PW WYE TO CB 0 11� ZzW;fl e WIZ^emu toto Y Lu :*4 QS;oQ to 400 fi ' jl��i�lell►Y•�1h DRAWING TITLE 11 TH STREET S.E. STORM DRAINAGE SCALE: 1'°-10' PLOT DATE: 10/7/05 RECORD DRAiMNG CERTIFICATION FAC 05-0013 / OS PROJECT REF: �--r— CAD FILE: 25002ENGR6 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR SHEET NO. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S • ENGINEERING DIVISION REQUIREMENTS. BY N ®ATE `e'/z Cs 5 TITLE/POSITION: C" Q-;dc APPROVED BY: CONFIRMED BY CITY. `� DATE 210 DATE APPROVED: q I d z { 3 O y + O j c 83- GRATE 94.,67 IN4 12a C ONC. N 9 IN, 12 CNC. S w s S i c I _8 RIGHT-OFWC Y tl T� QEDICATION 'A` 94.6 AREA = 93 �F -- J tit } u, ... I x 15s CON< '6,55. ,4. 18 "' CONC. ` ICI 86. 3u - CATCH BASIN,_.. TEtTION PER ST©� ` DE AIL E00SION-04 e Ce GRATE 94 58 - I INS; 12 CON NE r '3 IN iIV f,` - CON 8 33 { d� 1 4 L 1 1 € i l 'Y b I SCALE: 1"=10 FEET 0 5 10 20 c�a CB TYPE a 8' PVC N 92,53 al,J° 2s. �J ?N" S 92.36 c'(` c` � AiW 114 S19 T21NR5E `5v STD." DETAIL EROSION-04 ATCH BASIN PROTECTION PER STD. DETAIL EROSION-04 V4 �,. �s BAY DOOR 85 TC F--_---..__..__. 35 BC 95.20 Y TD. DE T . 4 9.__ -i 9 .40 r M a 8A Y DOOR 7; A F mnnrmv "� 96.65 WATER SU CONSTRUCTION ENTRANCE _w.._ ry w \ PER STD. DETAIL EROSION-01 yJ BIORETENTION _. KIIEEL STOW._ i EXISTING BUILDING -�--- SLOPE VARIES < ± 96.65 � 5 `xE'A' ii--::- PRomcr oioRErEIT1'& .—__...ffCC `Vt7TWS(Lr FENcc m ' DuRIKy CeNSrR�tGrloN € u / L F� si %dr 3r.4 isa t o I I W ? �' r 1 r 888 95.10 96.20 TC i 10 � o � 1-f /_l /-so � ►- r /_t EXCAVATE BIORETENTION CELL ,�- -FUR-7MP-ORARY RETENTION. DO NOT o PLACE ORGANIC LAYER UNTIL GRADING & Q BIORETENTION PIPING IS COMPLETED a 95.20 96.20 TC z 95.80 BC 1 m 95.50 I=k 95.70 96.20 TC ' 95.90 BC 96.61 'TC 95.80 BC 96.11 BC 4 aa. 4 71 OF CLEARING 96.19 20 TC PROVIDE VAPOR BARRIER ALONG EXISTING BUILDING C-) w= o o wma C8 14 X20" C 0 N CC% 96.30 96.85 95 6 rr SD _ — 6 ee D _ .96 A T BE 46.5,- .TOP Bffl'*V. 6.5, ,aI SILT , CONTROL FENCE 0 TO REI, ArII PER STD. DETAIL FOOD 40, cow 95.6 95.6 CMSIRUCTION ENTRANCE 95.75 r� • r� r1r—i rr BAY DOOR EXISTING BUILDING N 89'23'19" E m LIMIT OF O Wa k WQ���� W 00 �z4300000 1 I YWVWrnrn �S�WNU u7 to !0-4�,... 6" EXCAVATE BIORETEN77ON CELL FOR TEMPORARY RETENTION. DO ° NOT PLACE ORGANIC LAYER UNTIL GRADING & n a N BIORETENTION PIPING IS COMPLETE® cJ� C4 " ,94.5 ¢ �Gi� w — PRoTEcT BumovNrio/V 40� � CELL WITH StdT fENGE A� � b X DaltiN4 GoKsflta�-�'�onl { LWOL Fuct SM8419070V of sire GRADING AND EROSION CONTROL NOTES I� 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 I OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE 2 MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT o SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT W r. IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR oTHE EXISTING CITY STORM DRAINAGE SYSTEM.NU � (..� z 2) THE SOURCES FOR ALL MATERIAL IMPORTED TO THE S17F SHALL BE (ZI APPROVED BY THE CITY. W CIO 3) THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM L� 9 IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED 97.04 ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM Cn Z -� REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL 96.54 DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS = o SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. INCLUDING ALL 1 ' 4) THE TEMPORARY EROSION CONTROL FACILITIES BAY ; DOOR PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION �[ SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5) THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS Q NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACT/WTY. 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 i SCHEDULE: I' 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 {MTHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. DRAWING ISSUE EXPODTHAN 5,000 THAT ARE SCHEDULED TOREMAINILS WITH AN AREA GR EATED UNWRRKED FOR MOREUARE THAN 24T � REVA PER FN4R 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) SEEDING MAY BE ACCOMPLISHED BY HAND OR BY HYDROSEEDING. MULCH IS ALWAYS REQUIRED FOR SEEDING, AND MAY BE APPLIED ON TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. HYDROSEEDING SHALL T INCLUDE A MINIMUM OF 1,500 LB. PER ACRE OF MULCH WITH 3 PERCENT TACKIFIER. MULCH MAY BE MADE UP OF 100 PERCENT: COTTONSEED MEAL; FIBERS MADE OF WOOD, RECYCLED CELLULOSE, HEMP, AND KENAF; I COMPOST; OR BLENDS OF THOSE APPLY MULCH & TACKIFIER PER DRAWING TITLE 8) SEEDING MIXTURE SHALL CONFORM TO THE FOLLOWING: EROSION CON TROL & GRADING SCALE: 1 "=10' EXCAVATION &FILL QUANTITIES PLOT DATE:1o/7/05 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 05-0013 /A/45 CAD FILE. 25002ENGR6 SITE EXCAVATION 165 CY SITE FILL 185 CY THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR SHEET NO. CONTRACTOR'S CONSTRUCTION RECORDS CONFORMANCE WITH THE CITY OF AUBURN'S RIGHT-OF-WAY EXCAVATION 130 CY RIGHT-OF-WAY EXCAVATION 22 CY BY r DATE ld /Z- ENGINEERING DIVISION REQUIREMENTS. C• 6 _ TITLE/POSITION: APPROVED BY: CONFIRMED BY CITY- DATES DATE APPROVED: 06DIS01 0 19z SCALE: 1"=10 FEET OEM- 0 5 10 NW 114 S 19 T2 IN R5E W M. #7 -,r - r r r 8-9 0 I L L I (LOCAL RESIDENTIAL STREET) + NEW ASPHALT CONCRETE PAVEMENT PER STD DET TRAFFIC-09 38.99 n TURN RIGHT —IN & RIGHT —OUT ONLY NEW 'NO LEFT TURN' SIGN 06 01 81ORETEtl, TION CELL 40.98 WHEEL STOP L2o j -j %0 Z r r - I co C3, p Ii d IV TURN RIGHT —IN & RIGHT —OUT ONLY 57.09 6.10 10 O - CONC. WALK N 8 9 -&l 9 E a- 56.02 BAY DOOR #790 NEW CURB & GUTTM PER STD DET TRAFFIC—�3 DET TRAFFIC-3 ALTERNATE WHEELCHAIR RAMP PER STD. DET, TRAFFIC-26 47.50 EXISTING BUILDING EXISTING F.F. 96.34 SITE ZONING: C3, HEAVY COMMERCIAL PROPOSED UTILITY EASEMENT jfI Lu 8. 4d . . . . . . - - - - - - + 24' DRIVEWAY PER STD DET TRAFFIC-09 -< s 8923'194 4 Q I cu 82.02 1016 cu PROPOSED UTILITY EASEMENT OD 70 43.27 01 CD r IA% r" e /L L alI BAY DOOR ADJOINING ZONING: C3, HEA VY COMMERCIAL SEASONAL GROUNDDWA-TER ELEVATION EXCEEDS 4 FEE DEPTH EXISTING BUILDING EXISTING F.F. 96.92 91 O O c3o co, —19.50 10r0fl EXTRUDED CURB I Y DOOR BAY DOOR SITE ZONING: C3, HEAVY COMMERCIAL 85.11 N 89*23'19" E ADJOINING ZONING: RESIDENTIAL 30.03 ��,NE R 14 O < C4 C4 Q�°� w w (L vX w DRAWING ISSUE DRAWING TITLE SITE PLAN SCALE. I'lill-10, PLOT DATE. 1017105 RECORD DRAWING CERTIFICATION PROJECT REF. FAC 05-0013 CAD FILE: 25002ENGR4 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR SHEET NO. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. BY DA TE Lv-A� Cs 7 TITLE/POSITION: APPROVED BY. u CONFIRMED BY CITY- DA 7F &L3—/4 DATE APPROVED: 16) if to�— OB TYPE" t NW 1/4 vW AV 3 N rrE Tow = 1To P o F WALL ; Bow ' WTroM o 10 %%)Att I WISH 4 pADE T f 'goT Fr* �o1ToM o� ►�1At. ` i a � 4 0 B TYPE I P t ^ry • e TovJ Y # 93•9 8or F4 94 •' Sow E {v �'y�{'') SD t € d i k [ •ffg �t"M IyN K, t B `ft 1,5 6. 5-5• tN W 18 CONC. N 86 35 50 1 B E I (N R,A �E 94.58 58 I I !NV 12 CON 8.33 in7 CB 1 TYPE 2-48" = GRATE' 95.00 3-4" PERF. PVF INV. 91.00 �,-•. i5 1 g • r 1 � KEYST'sHE WALL OR EQUIV. `' EN4iNea Ep �® , SOCK { lin W�►tt • C bws TRu r p M�►NarA FRS REcolhe'nroA /oNs x ; , S - �� I S � i q 3• s ?or y 16• q Bo W 14 4 } t EF S $ % 3 jjj � kE ' SCALE: "=1 : FEET 5 10 i� 20 III 1 �x D 0. 9 g r.(r CB , �� .��" � ;_.ObC., N V, i; " CONC. S .5, a •T co -CAL RESIDEN77AL STREET) Q cv ¢` � _ ', A S ' A "ONCE TE" fa... + PAVEMENT F �. _ � � _� .�. _ n_». _ _� _��_� .. � w.. _ �._ � .._� ,M � �_.__ .__ t a..•.....F+^^^.m.........,,......_....._....e..._.,.�>....n-,.«.........- ......__S_,....._..s�... ....». .....«-..«....,»...,.«».......-rv.-.««..».-_..--,-..«...............»---..............._,..»....._......«,....»..,...»+.e.......w /^yam♦ ....,�.-„.�-. _.r.--V.,.............s.u.-.-r•s,^�.. � € *4� ....... .....v.....«-^- F yam^ ...-.--,...^^' ,- „.,>.,_w^�v"_... 3iq? ya g€9,5 ,.....-.....-..,-....,-..._. ......__... »....._._....».---"`-- ._.-...<...... ..........-... -...., ... ..».m.._....T. 38.99 _ 95.92 TC 95.65 95.42 BC / Rc T G 5.815 TC r S ss 5.35 B ' 95.35 96.20TC 1w3 95.70 B ,5 &E MAXIMUM PARKING LOT WATER SURFACE ELEV. 95.35 BIOW W770N CELL ¢ f 4 1 .. WHEEL. ST�.RP SLOPE VARIES < 3: 1 ± aI I 95.20 96.30 TC 96.61 TC 95.80 BC 96.19 r> A r. i,r-r r / % i-♦° i- r 95.50 95.70 96.20 TC' 95.70 BC 2 I tat O g o 96.20 TC z 95.80 BC 96.20 TC mmorM- 11 09 PROME VAPOR BARRIER ALONG EXISTING BUILDING �' WALKS k�► *5 T . E T RAF ► -- , 56.02 96 01, _909 DS 77-;'- � LA Y DFOR� r[3 TYPE �. GRA T'E` 94. 90 IN V 92,20 E (RECONNE EXi S TING PUILDING Y;;STING F.9 , 96.34 VERIFY EXISTING ROOF DRAIN CONNECTIONS TO SEWER, REROUTE TO STORM DRAINAGE INFILTRATION BED y S 89-23#19"f7' ' -_..,�. -. 96.36 TC 82.02 95.86 BC p yeRF96.. 0 oil/NO CURB _ C8 2 TYPE 2-48" GRATE 9&50 3-4" PERF. PVC INV. 91.50 MAXIMUM PARKING LOT 95. WATER SURFACE ELEV. 95.86 96.30 EX, SS H 09-1 9 1 tit ♦ . / 6 - 4 - L., ' S(D a-� - �� �;~� S � ��_ � D �, ��a:� may$_. SER 9$ 5 TOP BE,I _� 96.05 BAY DOOR SIG' - TO REMAf>11 " 1 --- 4 , �.....�,,.,.c....,.,..�....._.e._.._�,:._.._ 4" PERF HDPE HWURATION BEA - 96 3� f 95.75 a EXISTING BUILDING EXISTING F. F . 96.92 85.11 N 89-23'19" E 96.84 96.34 BADOOR 4" INSPECTION PORT (TYR) BIORETEN71ON CELL 94.5 NW 1/4 S 19 T2IN R5E W M. COMPOST AMENDED SOIL 509-609e 0.02-0.04 INCH SAND PER ASTM C-33 20%-30X LEAF COMPOST 20%30% TOPSOIL: SANDY LOAM, LOAMY SAND, OR LOAM PER USDA TEXTURE TRIANGLE MAX. CLAY CONTENT < 5% PH RANGE 5.5 TO 6.5 STD. SPECS. FOR ROAD, BRIDGE & MUNI. CONSTT, SEC. 9-03.13(1) NATIVE SAND/LOAMY SAND REMOVE OLD FILL TO NATIVE SOIL 48" DIA. TYPE II SDMH RIM 95.0 EL. 93.50 PARCEL A BIORETENTION S WA L E PROFIL E NOT TO SCALE COMPOST AMENDED SOIL 50X 60% 0.02-0.04 INCH SAND PER ASTM C-33 20X 30% LEAF COMPOST 20%30% TOPSOIL: SANDY LOAM, LOAMY SAND, OR LOAM PER USDA TEXTURE TRIANGLE MAX. CLAY CONTENT < 57 PH RANGE 5.5 TO 6.5 CAP 94. a r A . .. .. .ar SAND DRAINAGE BLANKET FILL PER WSDOT STD. SPECS FOR ROAD, BRIDGE & MUNI. CONST. SEC. 9-03.13(1) 48" DIA. TYPE 11 SDMH NATIVE SAND/LOAMY SAND REMOVE OLD FILL TO NATIVE SOIL INV. 91.5 RIM 95.5 EL. 94.50 PA RCEL D B/ORETENT/ON S WA L E PROF/LE NOT TO SCALE 6" EXTRUDED CONC. CURB BONDING AGENT 2-1 /2" CLASS "B" ASPHALT OVER 4" CRUSHED ROCK S/TEASPHAL T PA pEMENT co CURB SCALE 1"- 6" 48" DIA. TYPE II SDMH ASPHALT PAVEMENT PARCEL A BIORE TEN TION S WA L E SECTION. NOT TO SCALE ASPHALT PAVFMFNT 48" DIA. TYPE U SDMH PARCEL D BIORETENT/ON S WA L E SECT/ON NOT TO SCALE 067) l8 i I I � a O i o { G7RA 94,67 !N €l 12" CONC, i' has. 72 III 12" CONC. SW 1. � I � j S e 9 I HYPE SIGHT TRIA*I ti D l T, E. 2 YPERICUM CAL YCINUM V , o !NV.:�C, SE" 5. t INV 1 -1, L'CI�,IC': I S S .5 . , I' � :ITV' 18" CONC, N 86.35 � 1 I C7� d 'N GRA .1 94.58 INV: 2 " CONJ NE ; IN V. " w .. ,33 I I I H YPERI CUM CAL --►~� ♦ p 1 I `y J i � I I I i H YPERI CUM CA M — . .ems-" � �• P t I I L } I 1 t # 1 1 1 r I 1 al 55 � pp jj� I I H rERICUM C* I NUM Q s I B C pr I I C TRIANGULAR SPACING PER PLANT SCHEDULE FINISH GRADE Q Ay ca E T3 2" GROCO MULCH INSTALLED PRIOR { TO PLANTING PREPAPE PLANTING MIX 4 DEEP ROTOTILLED INTO . . . . . . 4" OF SUBGRADE -1 I I=1 I I-1 j,=.l 11=1 11=1 I =1 i 1-1► i-I i i-I - III -III- ,1 I I� I I 1=1 I v SUBGRADE I I =III= 'III GROUND COVER PLANTING SCALE: N.T.S. a :a SCALE: 1 "=10 FEET 0 5 (�10 20 V� N `� 3 1 -r- r r o (• � 4 1 (LOCAL RESIDENTIAL STREET) i + I a I N + I I NEW ASPHALT CONCIPE-TL PAVEME"NT JUNPE*S 4 Jp 20' BIORETEN TION CELL STOP GA UL THERIA PROCUMBERIS THYMUS PSEUDOLANUGINOSUS HYPERICUM CAL YCINUM Ti LIS 5' CONIC. aA`_K S S ! U ! S p p U i RA Y DOOR ' _ Tr? f-1 fz L", L L L U U P P P I W )- SAY DOOR I GAUL THERIA PROCUMBERIS EEN(lSTING 8 U 1 L D 1 N G EXISTING F. F 96,34 PREVAILING WINDS RUBBER HOSE / TREE TIE 2"x 2"x 8'-0" STAKE WATERING BASIN BACKFILL MIXTURE: 4 PARTS EXCAVATED SOIL, 1 PART MANURE. 5 CUPS 14-14-14 FERTILIZER PER TREE FINISH GRADE 30 FERTILIZER TABLETS, 12-8-8, 7 GRAM, PER TREE ROOTBALL ONSTRUCT APPROVED ROOT AROUND TREES ADJOINING LX KVV I t5MLL OR PAVED PARKING TREE PLANTING DETAIL SCALE: N.T.S. HYPERICUM CAL YCINUM SA - _�..� Ir I" THYMUS PSEUI A: I H H --, u H T T ro T T T T B _ rJr/N/PERU5 HORIZONTAUS Itt"� --"`� -�4 ��^ `�^ �i"'.l1 B B B B B B E n.I THYMUS PRAECOX B GAUL THERI A PROCUMBERIS r THYMUS PRAECOX E .__ L (D ' r, GAULTHERIA PROCUMBERIS L)E 1—'✓ 1 1-c' ; r— r ' PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE/SPACING Ct ACER GINNALA AMUR MAPLE 4' PILAUS SYLVESTRIS DWARF BLUE SCOTS PINE 4' - 6' 'GLAUCA NANA' PINUS MUGO MUGO PINE 2 GAL @ 4' 0. C. �B BERBERIS THUNBERGII DWARF BARBERRY 2 GAL 0 4' O.C. ATROPURPUREA 'NANA' �C CALLUNA VULGARIS SCOTCH HEATHER 2 GAL 04' O.C. 'WICKWAR FLAME' HELICTOTRICHON BLUE OAT GRASS 187HT. ® 4' 0. C. SEMPERVIRENS L� LAVANDULA ANGUSTIFOLIA LAVENDER 2 GAL 0 40. C. ESCALLONIA 'GOLD BRIAN' GOLD BRIAN ESCALLONIA 5 GAL. PIERIS FORMOSA FORRESTII FOREST FLAME PIERIS 2 GAL. 'FOREST FLAME' PEROVSKIA LABIATOE RUSSIAN SAGE 2 GAL. 'BLUE SPIRE' LONICERA INVOLUCRATA BLACK TWINBERRY 2 GAL, LEUCOTHOE FONTANESIANA LEUCOTHOE 2 GAL. �—�' 'RAINBOW ARBUTUS UNEDO 'COMPACTA' STRAWBERRY TREE 5 GAL. THUJA PLICATA WESTERN RED CEDAR -38"- GROUNDCOVER (PLANTS SPECIFIED ON PLAN):0 GAULTERIA PROCUMBERIS WINTERGREEN 4" ® 12" 0. C. HYPERICUM CALYCINUM ST. JOHN'S WORT TO 12" ® 18" 0. C. THYMUS PRAECOX CREEPING THYME 4" ®12" O.C. SPP. ARCTICUS THYMUS WOOLLY THYME 4" 0 12" 0. C. PSEUDOLANUGINOSUS " SE) __ GINOSUS SPECIFIED MULCH EARTH SAUCE (SHRUBS) 4" HIGH FINISH GRADE PLANTING MIX SEE SPECS GENERAL NOTES * PLANT TREE 1' HIGHER THAN DEPTH AT WHICH GROWN IN NURSERY * AVOID DAMAGE TO ROOTS, AVOID ROOTBALL WHEN PLACING STAKES * TREE PIT SHALL NOT BE LESS THAN 2 TIMES THE ROOTBALL DIAMETER SHRUBS & PERENNIAL PLANTING DETAIL SCALE: N.T.S. -J CL W� __j Z . - o vi 4 Lu to -� k LtJ � L �Ze30000 I I �w'd P2a0ivi QC -Ito F- coo �o c� luo 4(A C,4 C,4. p,LER 4 �� r �yi .SON 4 N • I J/ �bW 4x w V Oro VWrn � �o few � Z 48 R O yo� ZoQ o �- DRAWING ISSUE i REVA & -64*P- COMOE�ulj !Yrrb ioArliooS Mq� PROJECT REF: FAC 05-0013 DRAWING TITLE THESE PLANS FOR LANDSCAPE CONFORMANCEARE WITH THE CIED TY OFF AUBURN ENGINEERING DIVISION REQUIREMENTS PLAN APPROVED BY DATE APPROVED: I CII z LQ� SCALE: 1 '�-10' PLOT DATE: 1017105 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 05-0013 CAD FILE: 25002ENG6 THESE DRAWINGS CONFORM TO THE THIS PLAN SHEET REFLECTS THE CITY OF SHEET NO. CONTRACTOR'S CONSTRUC77ON RECORDS. AUBURN'S MINIMUM LANDSCAPING b 2- REQUIREMENTS. BY DATE I L. 1 TITLE/POSITION:Qie� APPROVED UU CONFIRMED BY CITY DATE DATE APPROVED: NW 1/4 SRO 721NARSE W,IN. %J ✓ /v GV LEGEND EXISTING 8"SS 278 — 280 — TREES MA OF HEM COT AL BCH LAUR EXAMPLE. 4X3" MA PROPERTY LINE STREAM EDGE OF WATER SANI TAR Y SEWER 1' CONTOUR 5' CON TOUR SEWER MANHOLE FIRE HYDRANT CONIFER TREE DECIDUOUS TREE MAPLE DOUGLAS FIR WESTERN HEMLOCK COTTONWOOD ALDER BITTER CHERRY LAUREL CLUSTER OF FOUR 3" MAPLES BENCHMARK: RR SPIKE IN POWER POLE AT THE SW CORNER OF 11 TH STREET SE & 'B' STREET SE CITY OF AUBURN BENCHMARK 21-N ELEVATION = 96.80 FEET, NAVD8P . LEVEL LOOP ALSO SURVEYED THROUGH BENCHMARK: BRASS SURFACE MONUMENT AT THE CENTERLINE OF 'A' STREET SE, 150 FT MIL N OF 12TH STREET SE. CITY OF AUBURN BENCHMARK 30—M ELEVATION = 95.57 FEET, NAVD88 . PROPERTY LINES SHOWN ARE BASED UPON PRELIMINARY BOUNDARY LOCATION SURVEY BY FIELD TRAVERSE 2123105 TOPOGRAPHIC SURVEY WAS PERFORMED USING TRAVERSE AND RADIAL METHODS 1213105 AND 1218105 LEGAL DESCRIPTION (SITE LOCATED IN THE NW 114 SEC. 19, T 21 N, R 5 E, WM.) PARCEL C. (TAX PARCEL NO. 314160-0455) 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 FROM THE OWNER, ENGINEER AND THE CITY. 2) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSOOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2002 EDITION), 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. 3) A PRE-00NS7RUC7TON MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTIOPC CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4) LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTIL177ES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 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 7ELEWSION). 5) PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE 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 EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET 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 CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7) ALL CONSTRUC7ION SURVEYING 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) CER77FIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT 9) ADD17IONAL PERMITS REQUIRED FROM THE CITY OF AUBURN: STORM PERMIT, SPECIAL PERMIT CONSTRUCTION SEQUENCE 1) ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS 2) PLACE EROSION CON7ROL MEASURES INCLUDING CATCH BASIN PROTECTION, SILTATION FENCE 3) EXCAVATE BIORETENTION CELL FOR TEMPORARY RETENTION 4) INSTALL INFILTRATION SAND BED AND PIPING, DRAINAGE PIPING AND UTILITIES 5) CLEAN DEBRIS & INSTALL BIORETEN77ON LAYERS AT TEMPORARY EXCAVATION 6) SAWCUT & REMOVE RIGHT-OF-WAY SIDEWALK, PAVING 7) CONSTRUCT BASE COURSE, SIDEWALK 8) REMOVE SILT FENCE UPON CITY APPROVAL, CONS7RUCT SITE & R.O.W ASPHALT PAVING 9) COMPLETE LANDSCAPING 10) REMOVE REMAINING EROSION CONTROL MEASURES UPON FINAL SITE STABILIZA71ON AND APPROVAL FROM CITY OFFICIAL LOTS 4, 5, 6, 7, 8 AND 9 IN BLOCK 5 OF HART'S FIRST ADDITION TO THE TOWN OF AUBURN, ACCORDING TO PLAT RECORDED IN VOLUME 20 OF PLATS AT PAGE 23, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF LOT 6 CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED FEBRUARY 14, 1980 UNDER RECORDING NO. 8002140820. QUIT CLAIM DEED (RECORDING NO. 8002140820): THAT POR7IDN OF LOT 6 OF BLOCK 5 OF HARTS FIRST ADDITION TO THE CITY OF AUBURN, 1N SEC71ON 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W M. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. DESCRIBED AS FOLLOWS. THAT POR71ON OF THE ABOVE DESCRIBED LOT, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE. BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT, SAID POINT BEING 53.00 FEET RIGHT OF THE NEW CENTERLINE OF "A" STREET S.E. AS HEREINAFTER DESCRIBED, THENCE PROCEEDING NORTHWESTERLY TO A POINT ON THE WEST LINE OF SAID LOT, SAID POINT BEING RIGHT OF STATION 109+46 ON 774E NEW CENTERLINE OF "A" STREET S.E DESCRIPTION OF THE NEW CENTERLINE OF "A" STREET S.E. RIGHT -OF -WAY. - (RECORDING NO. 8002140820) BEGINNING AT THE SOU774WEST CORNER OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., SAID SOTHEAST CORNER ALSO BEING IDENTIFIED AS STATION 16+9Z44 ON THE NEW CENTERLINE OF "A" STREET S.E.; THENCE PROCEEDING ALONG THE NEW CENTERLINE OF "A" STREET S.E. N 0' 55' 02" E FOR A DISTANCE OF 4,208.79 FEET, TO STATION 59+06.23, THENCE NO" 18' 56" E FOR A DISTANCE OF 1,062.71 FEET, TO STA71ON 69+68.94; THENCE N 0' 49' 20" E FOR A DISTANCE OF 2626.20 FEET TO STATION 95+95.14, THENCE N 1' 14' 30" E FOR A DISTANCE OF 1472.12 FEET TO STATION 110+67.26, SAID STATION BEING THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 6,000 FEET AND A CENTRAL ANGLE OF 4" 49' 45 ; THENCE PROCEEDING ALONG SAID CURVE FOR A DISTANCE OF 505.72 FEET TO STATION 115+72.98, SAID STATION BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 3,000 FEET AND A CENTRAL ANGLE OF 2` 57' 25 : THENCE PROCEEDING ALONG SAID CURVE FOR A DISTANCE OF 154.83 FEET TO STATION 118+61.17, SAID STATION BEING THE POINT OF TANGENCY OF THE ABOVE MENTIONED CURVE TO THE LEFT; THENCE N 3" 06' 50" E FOR A DISTANCE OF 386.99 FEET TO STATION 122+48.16, SAID STATION BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 3,000 FEET AND A CENTRAL ANGLE OF 3' 33' 17 ; THENCE PROCEEDING ALONG SAID CURVE FOR A DISTANCE OF 186A3 FEET TO STATION 124+34,29, SAID STA710N BEING THE POINT OF TANGENCY OF THE ABOVE MENTIONED CURVE TO THE LEFT; THENCE N 0' 26' 28" W FOR A DISTANCE OF 202.85 FEET TO STA77ON 126+3Z 14; THENCE N 0' 56' 44" E FOR A DISTANCE OF 62.86 FEET TO STATION 127+00, SAID POINT BEING THE ENDING POINT OF THE NEW CENTERLINE OF "A" STREET S.E. AND ALSO BEING N 1' 34' 02" W AND 479.01 FEET FROM THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., SITUATED IN KING COUNTY, WASHINGTON. IER AND CONTACT: PH SIMMONS ONS CONSTRUCTION, INC. .,`�.� N.E. 125TH STREET SEA TTLE, WASHINGTON 98165 (206) 362-- 722 7 ENGINEER/SURVEYOR: MARK C. SIEGENTHALER, PE, PLS 5616 44 TH AVENUE S.W. SEATTLE, WASHINGTON 98136 (206) 935- 8323 tMPER VIOUS SURFACE CALCULATION TOTAL S17E AREA 11990 SF EXISTING BUILDING 8440 EXISTING PAVEMENT 2841 TOTAL EXISTING IMPERVIOUS AREA 11281 NEW BUILDING 7310 NEW PAVEMENT 3618 TOTAL NEW IMPERVIOUS AREA 10928 NET CHANGE IN IMPERVIOUS AREA —353 SF STORM DRAINAGE DESIGN. BIORETENTION CELL DESIGN REQUIRED AREA MAXIMUM SURFACE PONDING DEPTH AREA PROVIDED SURFACE ELEVATION INFILTRATION GALLERY DESIGN REQUIRED VOLUME ASSUMED VOID SPACE INFILTRATION GALLERY VOLUME INFILTRATION GALLERY DEPTH REQUIRED INFILTRATION GALLERY AREA 100 SF 0.29 FT 1084 SF 94.50 739 CF 0.30 2463 CF 1.5 FT 1642 SF T.1 77TLE SHEET C.1 TOPOGRAPHIC SURVEY C.2 St TE PLAN C.3 DEMOUTION & EROSION CONTROL C. 4 UTILITIES AND GRADING C.5 SITE CROSS SECTIONS L 1 LANDSCAPE PLAN READ DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC7ION RECORDS. BY1lMb!4ArmA6dA6w_DATE 71 TLE/P6S1 TION: CONFIRMED BY CITY: DATE A&I-lee c� pQ wd � uj to z Z3 LoQ � ���3�� � ce UWvLj �o�rn �5c~oL�uNN �v � cn...... O of 4 w b �Q4�� Y w REVISIONS: 317106 REDLINES STREET, PROP. LINES ® 3/23/06 REDLINES CONST. SEQUENCE 501 FAN AWING TITLE SHEET SCALE: PLOT DATE. 3127106 PROJECT REF: GRA 05-0031 <?� 3,Z,9 CAD FILE: 25025ENGR6-4 THESE PLANS ARE APPROVED FOR SHEET NO. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. To I APPROVED BY. , DATE APPROVED: ,0)1 NW 114 S19 T21N R E WN, Llj I Z j• asA i r#- STA 109+46.00 k- N H 57.09 N 89 23'19" E 105.11 Lo Q � ® EXISTING BUILDING z L FINISH FLOOR 95.95t v.. C4 O z EXTRUDED CURB wi a� w EXTRUDED CURB H 459 94.50 w w w POST .. aa. N 69 • , ps„ CONCI UGP w w N Cf1 J � m 0 O 11732 y #1731 4A LIMIT OF CLEARING CONC. PAD ASPHALT PAVEMENT ti SIDEWALK .v LANDSCAPE HIGH PRES GAS 48.02 SS P;mOA; 00 v2 it P EXISTING BUILDING I FINISH FLOOR 96.49 0� IN UGP Al EVLT 95 CB1 TYPE 1 I GRATE 94.77 p 0 8" DIP S INV. 93.49 ^� 1 r—� •. r-T-* ►- F- 1 6*w C82 TYPE 1 GRATE 95.25 4"DIP W INV. 93.65 8"DIP N IN 03.70 8"CONC. E INV. 93.37 �-------•- 51.8' DRlVE'WAY I( INLET (NON—STANDARD) = 4"Sp EXI S EXISTI FWix N 89 23' V — LOW PRES GAS 8"SS EX. SSMH #909-29 2a4' DRIVEWAY ---�{ 8"CONC I ALLEY EXISTING HOUSE 96 w w w w w w w w V LANDSCAPE HIGH PRES GAS 6"W 7NG BUILDING VG F.F. 96.92 f r� �• ref}r-, er} vi 0 � � �Z . wQa:'►-ti _Wa mIn Sze 000p0000 Uw ujft, �NN f 3 i Q Ott I a Q # I rb w w REVISIONS: z ins DRAWING TITLE _ s "W . . TOPOGRAPHIC SURVEY SCALE. 1"_ 10, RECORD DRAWING CERTIFICATION /- PLOT DATE: 3111106 PROJECT REF: GRA 05-0031 % 3 FILE., 25025ENGR6-3 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR N® CONTRACTOR'S CONSTRUC77ON RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY _ DATE1L ,' ENGINEERING DIVISION REQUIREMENTS. • TI TLE/POSI77ON: APPROVED BY.- w CONFIRMED BY CITY DATE DATE APPROVED: _3fz.,Wm 6 STA 1 STA ! 1 TIRE/POSITION: � APPROVED BY M......_. . _.. ...... m----------------- CONFIRMED BY CITY. • DAME DATE APPROVED: �pN 'LiCD 0 N cn Ld Le W w - K W � w z) N L4 REVISIONS: A 317106 REDLINES ADD WHEEL STOPS 0 0 A DRAWING TITLE SITE PLAN SCALE: 1 "=10' PLOT DATE: 3111106 CAD FILE. 25025ENGR6-3 SHEET NO. C.2 c eprz I F p / 3 tAl I C � I 105.11 NW 1/4 S19 T2>/V R5F W,IK, 85.11 .._ N 89'23'19" E LOW PRES GAS FIX, S&IHzc r NOTE: SILT CONTROL FENCE PER STANDARD DETAIL EROSION-02 SHALL BE AVAILABLE t FOR INSTALLATION AROUND STOCKPILES OR WHENEVER EXPOSED GRADE IS HIGHER THAN SURROUNDING RIGHT—OF—WAY SUCH THAT 1 MUDDY RUNOFF MAY ,NOT LEAVE THE SITE EXISTING BUILDING (TO BE REMODELED) r #Lu � j a- S Q FINISH FLOOR 95.95f MAX. STORM STORAGE ELEV. 25—YR STORM 91.8 p I C81 OVERFLOW ELEVATION 94.90 } I f FINISH FLOOR 95.95f REMOVE MAILBOX ! r LIMIT OF CLEARING MAILBOX f ^7 v - REMOVE BUILDING f W°I 70 REMAIN AS ►C, METER 7—EXCAVATE BIORETENTION CELL r�"` IFi EXISTING HOUSE FOR TEMPORARY RETENTION ,. REEMOVE EXTRUDED ICONC. (; PLACE ORGANIC LAYER U GRADING SILT CONTROL CE I t ! j CURB A T 1 LAND I `' BIORETEN77ON PIPING I COMPLETED I + t I ,r 95,. PER STD. DETAIL EROSI 02 PROTECT PP T01 REMAIN I P E � oI � �-.rTL ,,,""N I PROTECT LIGHT POLE TO R i AIN -r 4 W PROTECT FHJ REM 94. ' p� 8 W ( � STRUCTION ENT RANCE - �5 7 v� REMOVE EXI 71NG 1 TE o 1� -fER STD, DETAIL EROSION--01 ASPH. & CONC`.- AVI STA 109+; 6. 6 I 96,606 4 �� R , 8, CURB, SIDEWALK & -.—►`° 4.5 . W, .�' 4 I _. - - AC ' S RAMPS TQ REMAIN _. 5ALZ-_ A— T _JOINT~ CATCH H P OTECT70N PER 96 ; UGP DETA lei EROSION-04_..__.___...____._____.___. G� i I I S } I � � � r• •v .v v v .v � W � w � ----W--- 40.00 f--- v SAtilr Vf AT T At'V REftACLr SIXWALK I I DRIVEWAY PER DETAIL TRAFFIC- 5 C'61 TYPE 1 Lo HIGH PRES GAS CRATE 94,77 � � HIGH PRES GAS SA WCU T & REMOVE EXISTING SIDEWALK 8 DIP S IN Y 93,49 ►x o-,' I _ �� r�r-r--,w- 06 i r s_ r r r •.I r r %L_i_ i I � � r�r-/� r�r-♦ i-+- t r STA 16+06.78 I i 6 W C62 PrPE 1 �~- #1731 GRATE 95.25 I I I 4 "DIP ►4+ WV, 93" 65 ! I 1 8'DIP N INV. 03, 70 , ( 8"CONC. E INV, 93,37 t ! ( »- 20 4' DRI WAY --- INL ET (NON-STANDARD) ._. 4 -C ) — "= "�{ _ 8,•r,:ONC ALLEY SCALE: 1 "=10 FEET 0 5 10 20 EX CA VA TI ON & FILL QUA N TI TIES SITE EXCAVATION 487 CY (INCLUDING PAVEMENT, SAND BED & B1ORETEN77ON CELL) SI7E FILL 292 CY NEW PAVEMENT AND BASE COURSE 204 CY 30.03 LOW PRES GAS .< GRADING AND EROSION CONTROL NOTES 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 ANDOOR rib OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED 1F 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 C" APPROVED BY THE CITY. CK3 3) THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM C„+ REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS ADDITIONAL � � (� ;;� DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUA77ONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTA770N, ` MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE i~•-- 4) THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETEN7ION (RETENTION IF INFILTRATION ., SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL. FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL w TEMPORARY FACILITIES. 5) THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF cn CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL z) AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. ® `C 6) ALL AREAS OF AC77VE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, a 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 AC77WTIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE, REVISIONS: EXPOSED SOILS WITH AN AREA GREATED THAN 5,000 SQUARE FEET Q 317106 REDLINES THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET TESC NOTES THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL © 3123106 REDLINES BE STABILIZED IMMEDIATELY. _ REMOVE TESC NOTES 7) SEEDING MAY BE ACCOMPLISHED BY HAND OR BY HYDROSEEDING. MULCH IS ALWAYS REQUIRED FOR SEEDING, AND MAY BE APPLIED ON TOP OF - THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. HYDROSEEDING SHALL INCLUDE A MINIMUM OF 1,500 LB. PER ACRE OF MULCH WITH 3 PERCENT Q TACKIFIER. MULCH MAY BE MADE UP OF 100 PERCENT: COTTONSEED ----- --- - --- MEAL; FIBERS MADE OF WOOD, RECYCLED CELLULOSE, HEMP, AND KENAF; COMPOST; OR BLENDS OF THOSE. APPLY MULCH & TACKIFIER PER DRAWING TITLE 8) SEEDING MIXTURE SHALL CONFORM TO THE FOLLOWING: DEMOLITION X WEIGHT X PURITY X GERMINA71ON & EROSION CHEWINGS OR ANNUAL BLUE GRASS 40 98 90 PERENNIAL RYE 50 98 90 CONTROL REDTOP OR COLONIAL BENTGRASS 5 92 85 WHITE DUTCH CLOVER 5 98 90 SCALE: 1=10' RECORD DRAWING CER77FI CA TION THESE DRAWINGS CONFORM TO THE r,,,,� PROJECT REF: GRA 05-0031 _ a %/c3'%4* THESE PLANS ARE APPROVED FOR PLOT DATE: J127106 ' CAD .FILE: 25025ENGR -4 SHET CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S 8 � lt- ;.,s I` ENGINEERING DIVISION REQUIREMENTS. DATE 'RTLE/POSIT70N: A. APPROVED BY.. CONFIRMED BY CITY- DATE DATE APPROVED: ,� 1 4of4 NW 1/4 Sy9 T2>NA5E W,�1/. rA I ri STA COMPOST AMENDED SOIL 810A 5OX-60X A 02-0: 04 INCH SAND P 209 30X 2OX 30X TOPSOIL. SANDY LOAM, LOAMY PER USDA TEX MAX. CLAY PH RAP ASPHALT PAVEMENT PARK MIRAF! 150 NON -WOVEN GE07F 6" HDPE TRANSMISSION L 4" PERF, HDPE (I 3.4" WASHED I NATIVE Si REMOVE OLD FILi Ml� NON -WOVE BIORET1 CONCRETE SIDEWALK EL. 96 FOR EXCAVATION OCCURRING OUTSIDE - OF LIMITS OF BIORETEN7ION CELL,., BACKFILL WITH STRUCTURAL BACKFILL & COMPACT TO 95X MAX. DENSITY PER MODIFIED PROCTOR METHOD COMPOST" AMENDEI B►ORETENTION MIRAFI 150N, OR NON -WOVEN GE07EX77LE CAP ENE 4" PERF. MIRAFI 150A NON -WOVEN GE07FA WRAP SIDES IN CONTACT WITH ( ETEN71ON CULL :R ASTM C-33 LEAF COMPOST AND, OR LOAM TORE TRIANGLE CONTENT < 5Z IGE 5.5 TO 6.5 ALLAN BLOCK WALL INSTALL PER MANUFACTURER'S RECOMMENDATIONS EL. 96.4 BEEHIVE GRATE--� fNG V, OR EQUI / V. KTILE FABRIC N INV. 93.0 INE c� CONCRETE SIDEWALK �. BOT RIM 94.80 EL. 94.5 SECURE 1/4" GALVANIZED WIRE MESH SCREEN TO TOP AND BOTTOM -T_INV. 91.2 TO 1-1 /2 )RAIN ROCK 1ND/LOAMY SAND . TO NATIVE SOIL 48" DIA. TYPE Il SDMH ?AEI 150N, OR EQUIV. V GE07EX7ILE FABRIC NT101i roal PROF®LE CAam'/ SCALE: I I .ice V LL,I Or O r A IN R .4 SOIL CELL EQUIV.::: FABRIC - (TYP.) - HDPE (TYP.) OR EQUI V. TILE FABRIC �. ITHER SOILS �T yp 6" HDPE TRANSMISSION PIPE a op �h N -LAN BLOCK WALL STALL PER F ANUFACTURER'S *- ECOMMENDATIONS m BEEHI VE GRATE 4) N N 48" DIA. TYPE ►1 SDMH 0 D' ASPHALT PAVEMENT PARKING MIRAFI 150N, ON EQUIV. NON -WOVEN GEOTEX71LE FABRIC SUITABLE NATIVE SOIL OR STRUCTURAL BACKFILL'.. NATIVE SAND/LOAMY SAND REMOVE OLD FILL TO NATIVE SOIL 3.4" TO 1-1/2" WASHED DRAIN ROCK INFILTRATION SAND BED REMOVE OLD FILL DOWN TO NATIVE SOIL INFIl. TRA 7"N $AND BED AA 0 BIORETENAOV CEL L, SECTION D,,D qwp� SCALEr f wx 5" H ! "fie �2' V MOSS/NG NOTES, 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. o SCALE. 1"=10 FEET 0 5 10 20 w w� w� J � tri 41aj�Ngj op00 w•a wn V) �-' °moo n- �r N a W REVISIONS: Al 317106 REDLINES ALLAN BLOCK WALL, OVERFLOW, DETAILS ® 3127106 REDLINES CROSSING NOTES, GEOTEXTILE FABRIC A DRAWING TITLE U71L171ES AND GRADING SCALE: 1 "-10' PLOT DATE: 3127106 RECORD DRAWING CERTIFICATION PROJECT F: GRA 05-0031 CAD FILE: 25025ENGR6-¢ THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR SHEET NO. CONTRACTOR'S CONSTRUC77ON RECORDS CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. By. al C.4 T!TLE/POS1T10N. APPROVED BY.• lz CONFIRMED BY CITY"-2 DATE 44& DATE APPROVED: n v�t�r�9l .5�� NW 114 SIP 72 IN R5E W No, 102.00 100.00 96.00 102-00 ml, .. ... ....... .... . .. ...... ......... . . . . . . . ......... . . . . . . . . . .. 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T ........ ....... ......... ........ ......... ..... ...... ......... ..... ............... . . ....... ......... 90.001... 0+00 .1 7+UU SECT/ONAAwAF SCALE: 1"-10#* H, 1" 21 V 102.00 100.00 98.00 96.00 �o 0 .... 90.00 2+00 cl: z L4 ;t 100 IWO *4 c-) %4 0 L4(or) 4 LLJ L4-j CD U) "�C "�C Q t� W N �� citt 14 c -REWSIONS.- A 317 106 REDLINES TITLES, B-B' STA.S A A A DRA MNG TITLE S1 TE CROSS SECTIONS SCALE: t"-lo RECORD DRAMNG CERTIF7CATI0N PLOT DATE: 3111106 PROJECT REF: ORA 05-0031 CAD FILE: THESE DRAWNGS CONFORM To THE THESE PLANS AREA FOR SHEET NO. CONTRACTOROSL STRUCPON RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING ON REQUIREMENTS. Byit DIWS 5 77WPOS/TIOAPPROVED BY: Cr CONFIRMED By CITY ' .. ©ATE 44&C DATE APPROVED. A - tog/ t.�� CJC7 1) STREET TREES ARE SHOWN AT APPROXIMATE LOCATIONS. COORDINATE LOCATION OF TREES WITH DRIVEWAY APPROACHES, INTERSEC7IONS, ABOVE AND UNDERGROUND UTILITIES AND STREET LIGHTING TREE POSITIONS SHALL BE ADJUSTED IN THE FIELD TO AVOID CONFLICTS 2) PROVIDE ROOT BARRIER IN A SURROUND OR LINEAR PATTERN FOR TREE PLANTINGS WHEN TRUNK IS LOCATED WITHIN FIVE (5) LINEAR FEET OF ANY PAVED SURFACE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 3) TREE PLANTINGS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL 7RAFFIC-14. E . STA 1 Uzi TRIANGULAR SPACING PER PLANT SCHEDULE FINISH GRADEIsm 5( p o s 2" GROCO MULCH INSTALLED PRIOR TO PLANTING PREPARE PLANTING MIX 4 DEEP ROTOTILLED INTO 4" OF SUBGRADE -1 I I — -I 11=1 I I- ,I I I� III —III: SUI3GRADE I I IIII- IF SCALE: N.T.S. w� Z SCALE:--1 "==10 FEET PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE/SPACING 0 0 0 ACER GINNALA AMUR MAPLE 4' — 6' PINES SYLVESTRIS DWARF BLUE SCOTS PINE 4' — 6' 'GLAUCA NANA' FUCHSIA MAGELLANICA HARDY FUCHSIA 2 GAL @ 4' O.C. ROSA NUTKANA MAHONIA AQUIFOLIUM 'BLUE SPIRE' NOOTKA ROSE 2 GAL. 0 4' 0. C. TALL OREGON GRAPE 2 GAL. 0 4' 0. C. GROUNDCOVER (PLANTS SPECIFIED ON PLAN): 0 COTONEASTER DAMMERI BEARBERRY COTONEASTER 4" ® 24" O.C. HYPERICUM CALYCINUM ST. JOHN'S WORT TO 12" 0 18" 0. C. SPECIFIED MULCH EARTH SAUCE (SHRUBS) 4" HIGH FINISH GRADE »7 GENERAL ,NOTES * PLANT TREE 1' HIGHER THAN DEPTH AT WHICH GROWN IN NURSERY * AVOID DAMAGE TO ROOTS, AVOID ROOTBALL WHEN PLACING STAKES * TREE PIT SHALL NOT BE LESS THAN 2 TIMES THE ROOTBALL DIAMETER SHRUBS & PERENNIAL ja� PLANTING DETAIL SCALE: Q.T.S. PROJECT REF: GRA 05-003i 1� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED By. - DATE APPROVED: RECORD DRAWING CERTIFICATION PROJECT REF: GRA 05-0031 THESE DRAWINGS CONFORM TO THE THIS PLAN SHEET REFLECTS THE CITY OF CONTRACTOR'S CIIONSTRUC77ON RECORDS. AUBURN'S MINIMUM LANDSCAPING BY DATE loll I' REQUIREMENTS =fc TITLE/POSITION: APPROVED BY / CONFIRMED BY CITY DATE DATE APPRO/�90Gi _.i 4.1 �w Z Lo to W :z Z) to W�>Lu �0`�^ �4 -00w �z��ito V); Lu �tr —j to o o g5cLo4¢iNN '+ o C4 ��bts 7 v 4a��y W a , 6 0 Q CN � Z � � Q 1 REVISIONS: 17/06 REDLINES R/W PLANTS, DETAIL ® 3127106 REDLINES LANDSCAPE NOTES, REMOVE PINES DRAWING TITLE LANDSCAPE PLAN SCALE: 1"- 10, PLOT DATE. 3127106 CAD FILE: 25025ENG6-4 SHEET NO. 7-7 Qeo D19 1 T