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02D1704
DWG INDEX: IE 11� IC SEC. 12, TW M 21 N., G M 4 E., W.M. VICINITY MAP- SHEET SHEET DESCRIPTION C1.0 SITE PLAN SHEETS C1.1, C2.1, C3.1, & C4.1, APPROVED IN GRADING PLAN SET, PROJECT REFERENCE GRA00-0007 C4.2 FINISHED GRADE PLAN C4.3 GRADING DETAILS C5.1 STORM DRAINAGE C5.2 STORM DRAINAGE PROFILES C6.1 WATER AND SANITARY SEWER PLAN C6.2 WATER PROFILES C6.3 SANITARY SEWER PROFILE L-1 TO L-11 LANDSCAPE PLANS I-1 IRRIGATION PLAN CONSTRUCTION SEQUENCE 1-20 NOTES. 1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN PUBLIC WORKS INSPECTORS. 2. CLEARLY FLAG WETLAND LIMITS, LIMITS OF CLEARING AND GRADING, AND SILT CONTROL FENCE. 3. INSTALL CATCH BASIN PROTECTION AND CONSTRUCTION ENTRANCE. INCLUDING NEW COMMERCIAL CURB CUT, 4 CLEAR ALL TREES ON SITE EXCEPT THE 48" CHESTNUT TREE D AND GRADE SITE AREAS FOR INSTALLATION OF THE STORM WATER DETENTION POND AND INTERCEPTOR SWALE. CONSTRUCT THE STORMWATER DETENTION POND ACCORDING TO THE PLANS AND EXISTING t CATCH BASIN (TYPE 2) CATCH BASIN (TYPE 1) STORM MANHOLE ab SEWER MANHOLE WA TER VALVE TEST PIT FIRE HYDRANT FOUND MONUMENT AS NOTED " LUMINAIRE DECIDUOUS TREE WETLAND FLAG ... ., .. m.., , _. WETLAND AREA EX. SPOT ELEVATION T CHAIN LINK FENCE ....... _ w.. EDGE OF PA VEMEN T r = CURB LINE EDGE OF SIDEWALK ° EXTRUDED CURB LINE EDGE OF GRAVEL SEWER LINE _._. ..r......._, WA TER LINE w,........ _ POWER LINE _., TELEPHONE STORM LINE BOUNDARY LINE p FOUND REBAR SI TE ADDRESS SOUTH OF 1201 "C": STREET NW, THE SITE IS GENERALLY LOCATED ON THE WEST SIDE OF "C" STREET NW, APPROXIMATELY 2,300 FEET SOUTH OF ITS INTERSECTION WITH 15TH STREET NW. DETAILS SHOWN HEREIN. PROPOSED 5. INSTALL EROSION DISCHARGE CONTROL STRUCTURE. ® STORM MANHOLE (TYPE 2) 6. PLACE TEMPORARY FENCING AT SOUTH PROPERTY LINE ADJACENT TO CARDINAL HEALTH BLDG. (BEFORE EXISTING FENCE REMOVAL) ■ ■ CATCH BASIN (TYPE 1)/(TYPE 1-L) 7. CLEAR AND GRUB SITE WITHIN SILT CONTROL FENCE LIMITS, ENSURING SEWER MANHOLE POSITIVE SLOPE TO INTERCEPTOR SWALE. CUT AND REMOVE PAVEMENT AND CURBS AS REQUIRED IN PLAN. PAVEMENT TO BE REMOVED FROM SITE Y FIRE HYDRANT AND DISPOSED OF IN ACCORDANCE W/STATE AND LOCAL REGULATIONS. FDC 8. DEMO GUARD HOUSE AND INSTALL TEMPORARY FENCING AS SHOWN Z WATER VALVE ON SHEET C9.1. THRUST BLOCKING 9. SETUP AND ESTABLISH TEMPORARY PARKING LOT AREAS A, B, & C. CONCRETE 10. OVER EXCAVATE IN AREAS OF PROPOSED FOOTING AND PREP FOOTING d d SUBBASE PER THE PROJECTS GEOTECHNICAL REPORT DATED MAY 02, 2001 AS PREPARED BY GEOENGINEERS, INC. 6� SPOT ELEVATION 11. INSTALL PRELOAD MONITORING POINTS. 12. INSTALL PRELOAD MATERIAL OVER ENTIRE BUILDING FOOTPRINT TO DOCK PROPOSED CONTOUR LINE HEIGHT ELEVATION ACCORDING TO THE GEOTECH REPORT. ---04- WATER LINE 13. INSTALL PHASED PRE -LOAD MATERIAL AS REQUIRED TO BALANCE FINISHED SITE GRADING PER SITE GRADES INDICATED IN PLAN. SEWER LINE 14. SPREAD AND COMPACT PRELOAD MATERIAL AFTER APPROVAL IS GIVEN BY U� STORM SEWER LINE THE PROJECT'S GEOTECH. INSTALL SILT FENCING AROUND POND AND PRELOAD AT COMPLETION OF GRADING. FILL LIMIT 15. INSTALL STORM DRAINAGE PIPE AND CATCH BASINS DEPICTED ON THE PLANS. ALL CATCH BASINS SHALL HAVE SEDIMENT PROTECTION AS SHOWN X X SILT FENCE ON THE PLANS. CONTRACTOR SHALL MAINTAIN SITE STORMWATER RUNOFF CONTROL MEASURES TO ASSURE SEDIMENT -LADEN WATER IS NOT DISCHARGED FROM THE SITE. - o o - CHAIN LINK FENCE 16. INSTALL WATER AND SEWER SYSTEMS AS SHOWN ON APPROVED PLANS. 17. INSTALL BUILDING FOUNDATION, CONCRETE CURBS, SIDEWALKS AND FINISH GRADE PARKING AREA. ADJUST EXISTING UTILITY STRUCTURE TOPS TO FINISH GRADE. PAVE PARKING AREAS AND STABILIZE GRADED SLOPES. 18. REMOVE ALL CONSTRUCTION DEBRIS, UNSUITABLE STRIPPINGS AND TREES FROM SITE AND DISPOSE OF THE MATERIAL FOLLOWING METHODS APPROVED BY LOCAL AND STATE CODES. 19. REMOVE EROSION CONTROL DISCHARGE STRUCTURE AND INSTALL PERMANENT CONTROL STRUCTURE. INSTALL CONTROL STRUCTURE AND TRAPEZOIDAL WIER FOR DETENTION POND. 20. OBTAIN CITY OF AUBURN FINAL APPROVAL FOR ALL WORK SHOWN ON PLANS. OWNER P-3 / PARKWAY LLC 520 PIKE STREET, SUITE 1500 SEATTLE, WASHINGTON 98101 CONTACT: ROY BENNION (206) 682-6868 (PHONE) EXT. 16 SURVEYOR W&H PACIFIC INC. 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 (425) 951- 4800 (PHONE) (425) 951- 4808 (FAX) JAMES L. PURKEY P.L.S. Cl VI L ENGINEER W&H PACIFIC INC. 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 (425) 951- 4800 (PHONE) (425) 951- 4808 (FAX) JOHN E. ANDERSON, P.E. GEOTECH CL LEGAL DESCRIPTION N. T.S. icc v-r-.7v.�v-vc. ARCEL 3 LOT 2 OF LLA-01-0019: ALL THAT CERTAIN PROPERTY SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON, LYING WITHIN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF NEW LOT 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-00-0012, ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20001227002710, THENCE N 86 22'43" W ALONG THE SOUTH LINE OF SAID NEW LOT 1 A DISTANCE OF 1010.04 FEET, THENCE CONTINUING ALONG THE BOUNDARY OF SAID NEW LOT 1 S 0133'54" W A DISTANCE OF 350.39 FEET, THENCE LEAVING SAID BOUNDARY OF NEW LOT 1 N 86 22'43" W A DISTANCE OF 441.05 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID NEW LOT 1; THENCE N 01'14'59" E ALONG SAID SOUTHERLY EXTENSION A DISTANCE OF 865.56 FEET, THENCE S 89'19'55" E A DISTANCE OF 1446.00 FEET TO THE NORTHERLY EXTENSION OF THE EAST LINE OF SAID NEW LOT 1; THENCE S 00°40'56" W ALONG SAID NORTHERLY EXTENSION A DISTANCE OF 589.93 FEET TO THE POINT OF BEGINNING. CONTAINING 955,197 SQ. FT.f TAX LOT NUMBERS. 122104- 9017- 09 122104- 9024- 00 122104- 9030- 02 GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS, 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, 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 PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 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 (1800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GEOENGINEERS, INC. PLAZA 600 BUILDING 600 STEWART ST., SUITE 1420 SEATTLE, WA 98101 (206) 728-2674 (PHONE) (206) 728-2732 (FAX) HERBERT R. PSCHUNDER, P.E. POTENTIAL UNDERGROUND FACILITY OWNERS "ONE CALL" UTILITY NOTIFICATION CENTER 5 1-800-424-5555 MAINTAIN SITE SECURITY AND ACCESS THROUGHOUT ALL PHASES OF CONSTRUCTION, COORDINATE TIMING AND LOCATION OF ACCESS ROUTES WITH FRITZ DISTRIBUTION. r Li REFERENCES SURVEY OF CITY OF AUBURN LOT LINE ADJ. #LLA-0009-89, TO WNSEND- CHASTAIN & ASSOC., INC., BOOK 65 OF SURVEYS, PAGE 247, RECORDS OF KING COUNTY, WASHINGTON, APRIL '89. SURVEY FOR NORTH AUBURN INVESTMENT CO. INC., BENNETT AND FOX, INC., BOOK 17 OF SURVEYS, PAGE 56, RECORDS OF KING COUNTY, WASHINGTON, MARCH '79. ALTA SURVEY -PAY N SAVE CORP. DISTRIBUTION CENTER, BENNETT PS&E INC., BOOK 44, PAGE 188, RECORDS OF KING COUNTY, WASHINGTON, MAY '85. SURVEY -MIL WAUKEE LAND CO., BENNETT AND FOX, INC., BOOK 13 OF SURVEYS, PAGE 258, RECORDS OF KING COUNTY, WASHINGTON, JULY, '78. BOUNDARY THE BOUNDARY SHOWN HEREON WAS DETERMINED FROM RECORD INFORMATION AND LIMITED FIELD OBSERVATIONS. THIS SURVEY DOES NOT CONSTITUTE OWNERSHIP OR PRECISE SECTION BREAKDOWN ACCORDING TO THE LAWS OF WASHINGTON. FOUND REBAR AND CAP ARE HELD FOR THE BOUNDARY LINES AS SHOW. LINES NOT BETWEEN FOUND MONUMENTS ARE PER RECORD DRAWINGS. BASIS OF BEARINGS BASIS OF BEARINGS IS THE NORTH LINE OF THE N. W, 1/4 OF SEC. 12, T. 21 N., R. 4 E., CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON, BETWEEN MONUMENTS FOUND AT THE N.E. CORNER OF SEC. 11 AND THE N. 114 CORNER OF SEC. 12. NORTHEAST CORNER SECTION 11 NORTH QUARTER SECTION 12 KING COUNTY SURVEY POINT #6823 KING COUNTY SURVEY POINT #6822 2" BRASS DISK 6" X 6" STONE POST FLUSH WITH GRADE 0.3' ABOVE GRADE CENTERLINE WEST VALLEY HWY. 1' NORTH OF STEEL FENCE POST 0.5' MILES NORTH OF 15TH ST NW AT EDGE WILLOW TREES FOUND 6121198 STAMPED "1 /4 S" FOUND 6121198 NORTHING 123521.20 FASTING 1289150.03 NORTHING 123353.28 FASTING 1291795.67 VERTICAL DATUM CITY OF AUBURN - NGVD 29 KING COUNTY BENCH MARK #W458 4" BRASS DISK SET VERTICALLY IN WEST WALL OF "NORPLEX INC." AT SW BUILDING CORNER. FOUND 6121198 Record Drawing Certification These drawings conform to the Contractor's construction records. Byj4g�� cS Date:!© lOL Title/position: PG S Confirmed by City Date: �\�� CONT�,�C w- %� 458 .z 1973 v� �G J 1 G GEODET PROJECT REF: FAC01- 0022 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. GP 10-22-oi Approved By. innnn•• Date Approved: ID /2. rn o �co ti b M a' o ' co o co Q I co I Q) 4(� ' i • W QQ w 3 Wo Ld zV) J Uj Uj J CL o:3 •.I LU �c o UU >- a:0 Q U Zw 0 cc � �CN O Z � � Z W ca N 00 z U 1 U. CC � now W 0 O ct CL it k lot N cr; Z v it -it Ld NNW a Q_ Q o Q Q 0 m 0 0 Q Ljj 0 0 LLJ CLo cr) U Q W Cr 3 O CD� o m ~ z z C) �' Co 0 cr_ � Q EET COVER 1 2 3 1 6 7 0 F r Levi x r E f XT INSTALL 100 SQ FT. NEW ISLAND EVERY 10f PARKING STALLS (TYP) NEW LLA LIGHT PAVEMENT z 482'-2 1/2" C4.3 SECTION GASn� w LO LO :t I (P F s . • • • . . • ., `i ',�... , r � s per;. ?,:.�^.t.7,af. ,:rt^y, t unx...,, ,•r�e, 4, „Frosu�. .d L .7 �n jj twwv i i 9 11 9 .. . • .. i • ,' ++nv �.ss+, m..muk .xxa ..ez •. „ + v rxfr^.w,u,i:.u: �mxmvy, c%v ,...rn r-u JJ `y 9 ® 1 0 '`" � . • • r .. of .. , • , . t•i . '•• , .. N w 6 8 I �r • , • .. ^ . as .rs. ..t r 10 ,x , B CON RE F?A TRU K .,,. C4.3 . _• •; .. DOCK .. 60 . .t , , . r C4.3 . ; 10 so •COIdC E.TE � F'4AD `•'TR ucK• • C . h� GYM TE 1�bCi� ' • R TRANSITION r CURBrrrrrrr •. ...• 27' , , 5 .C' •.3 4. ., '•�L •NT' R� s s 4 �.. . A 3 : t. .r •.•...•...•..•. .•••. ••• r r ....•.•.•..•....... .•r r..r .•. 4 � 586 2 ' • .••...... . ..•.•.•...rrr • ....•.•.r 3 ;. 4 5 I 50 9' '(TYP:) , -.. �r�J • • • r • • • • • • • • • • • , • • • • • • • • • r � r r • r • • • • • • • • • • • • • r • • • • r r r • r • r • r • • r , • • • • r • • r • r • • • r • • • • • r • • • r • • r • • • • r r • • • r 4 $ • . . • r • r . r • • • . . • . r CURB -TRANSITION • • • . . • . . .. r . r k ; �• •TRUCK• TRAFFIC LANE 5 : ❑ o_ �, Tlb r r r r SLIDE —! • CURB TRANSITION 28 .................... •........... r GATE .•••. ...•.. 5'. • ' , ' � P,4 j/�IUENT' SAC IV ' (TYp•) , 3 . r • . . • • . • . • . . • . • . . • . . . . r . . r • , . . • r . ©RIVE LANE. ' . • . rr I-- _ f Fl ,.... _ ./ MATCH EXISTING 145 7 ......•..... ELECTRIC J—BOX RO 90 CT 48 0 FENCE A W � •, ,rn., . _ _ a LIGHT STANDARD .. _ ,_. � , Z ` CHESTNUT THE _ _.m.,.. r RR � O �1 R= 30 1 € i Y F , O ... ' , k F, � of r' NEW 8' CHAIN LINK •� MATCH TIN EXIS G m _ f FENCE x •• • 19'--� ,,. _ .,, WI BARBRE 1.5 NORTH i Q _. 5 I n, w OF PROPERTY LINE v _ n , : 70 ' .... k Q , , E tUj < AVY A 1 ENT P .. o .. ION ,. ,; , . ,,` ; ,, ,. >r , , .,� •z $ECT „ � ; . .3 ; • • C4.3 f . ' , Lj l lil �.4. : w _.._ . ,. PARCEL 1 FRITZ PARKING REQUIRED O .' ,,.... CURB TRA o WAREHOUSE OVER 100,000 ST): 1 STALL/3000 S.F. ® 574,250 S.F. = 191 STALLS SITE ZONING M2 CU RB TRANSITION N OFFICE. 1 STAL 300 S.F.S.F ® 3 , 00 S.F. ADJACENT ZONING M2 291 STALLS NOTE: SITE SECURITY AND L/ 0 0 , ` SETBACKS: NE LEA BEFORE AFTER ACCESS TO BE MAINTAINED i ......:. .... . - ? PROPER-- • LINE STD STALLS THROUGHOUT ALL PHASES .. TA 342 229 FRONT YARD: 30 FEET , n Y NON I ON, COORDINATE REQUIRED TRUCK TRAILER 168 168 SIDE YARD: NONE REQU ED OF CONSTRUCTION, / TIMING ANLd D HANDICAP STALLS 5 (1 VAN) 5 (1 VAN) SIDE, STREET. 30 FEET ACC SS ROUTES �SAWTI�N H OF RITZft EARTHWORK QUANTITIES: DISTRIBUTION. ' �n 5 „ w v NEW 8' CHAIN LINK BEFORE VALUES WERE BASED UPON THE TOTAL STALLS PROVIDED = 402 STALLS CUT — 107,000 CUBIC YARDS FENCE W/ 3—STRAND MARCH 12, 1997 A.L.T•A. SURVEY, PREPARED FILL — 82,000 CUBIC YARDS L ` C4. BARBWIRE (TYP) - BY HALLIN & ASSOCIATES o . cW ° \`S 7 d - ;. PROPERTY LINE OI Z PARCEL 2 (NEW BUILDING) PARKING REQUIRED WAREHOUSE (OVER 100,000 S. F.): 1 STALL/3000 S.F. ® 252, 339 S.F. = 84 STALLS OFFICE: 1 STALL/300 S.F. @ 15,325 S.F. = 51 STALLS STD. STALLS COMP. STALLS 30Z MAX. TRUCK/TRAILER HANDICAP STALLS PROPOSED 328 39 = 12Z 369 3 (1 VAN) 1 JJ J I nL/-J TOTAL STALLS PROVIDED = 739 STALLS Record Drawing Certification These drawings conform to the Contractor's construction records. By. _ eS_ Date: !o at Title/position: CGS Confirmed by City Date: 7 PROJECT REF: FAC01-0022 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP to-tZ•ci Approved By: Zm�- S Date Approved: "3101 I U � U c co U M V 0. 0 tw Q) O O �Oy 6 ,�i ,,~y er•f ry � • ICJ co 0 au W C ' o o � � � a W O J W w Z Z Q � O CL -.I W LU O � = Q � � J O "cca- o LU 0 CN N M W � z L0 W 00 0 CL O 4 Z co C_ 11111111 11111111 11 0 Ill O w Q 0 J CL O SHEET 0 C 1, 0w Q J ozD 17ak F E C LIGHT PAVEMENT SECTION SCALE: NTS (CAR PARKING AREAS) HEAVY PAVEMENT SECTION SCALE: NTS (TRUCK/TRAILER PARKING AREAS) 6" FREE —DRAINING SAND & GRAVEL SUBBASE FILL 4" CRUSHED SURFACING BASE COURSE 2" CL. 'B' ASPHALT 6" FREE —DRAINING SAND & GRAVEL SUBBASE FILL 4" CRUSHED SURFACING BASE COURSE 3" CL. 'B' ASPHALT 6" FREE —DRAINING SAND & GRAVEL SUBBASE FILL 6" CRUSHED SURFACING BASE COURSE 4" CL. 'B' ASPHALT TRUCK TRAFFIC LANE PAVEMENT SECTION / 3 SCALE: NTS C4.3 (ENTRY ROADS, TURNAROUND - AREAS AND DRIVEWAYS FREQUENTLY USED BY HEAVY TRUCKS). ,5 5 y O O O O O O O P O O O O O O O O P O O 6" FREE —DRAINING SAND & GRA EL SUBBASE FILL 4" CRUSHED SURFACING BASE COURSE 8" CLASS 3000 CEMENT CONCRETE PAVEMENT WITH #4 WELDED WIRE FABRIC CONCRETE PAD TRUCK DOCK 8 SCALE: NTS C4.3 1 1 2 A SPh AS SPECIFIED EXTRUDED ASPHALT CONCRETE CURB SCALE: NTS 4.5' MIN. — VARIES 5 �.3 4" CONCRETE 2%_ TOP OF WALK PA CEMENT ° ' , `� , ' o • ; , o SECTION A ° Q ° A . a s 4 b °4 s q 2" OF 3/4"-0" COMPACTED ROCK COMPACTED SUBGRADE 1" R 2 #4 BARS 2" CL (TYP.) TYPE E-1 CURB SCALE: NTS NOTES 1. MAXIMUM SPACING BETWEEN EXPANSION JOINTS FOR CURBS SHALL BE 30 FT. LOCATE EXPANSION JOINT IN SIDEWALK OPPOSITE EXPANSION JOINT IN THE ABUTTING CURB. 2. PROVIDE EXPANSION JOINT WHERE NEW WORK ABUTTS EXISTING CONSTRUCTION. 3. PROVIDE EXPANSION JOINT IN CURB AT EACH POINT OF TANGENCY IN THE CURB ALIGNNMENT. 4. PROVIDE WEAKENED PLANE CONTRACTION JOINTS IN CURB AND SIDEWALK AT A MAXIMUM SPACING OF 15 FT. LOCATE CONTRACTION JOINT IN SIDEWALK OPPOSITE TO THE CONTRACTION JOINT IN THE ABUTTING CURB. 5. SIDEWALKS SHALL BE LIGHT BROOM —FINISHED WITH DIRECTION OF GROOMING PERPENDICULAR TO DIRECTION OF TRAFFIC. CONCRETE SIDEWALK SCALE: NTS CONCRETE BOGIE STRIP SCALE: NTS BID ALTERNATE 5 6" FREE —DRAINING SAND & GRAVEL SUBBASE FILL 4" CRUSHED SURFACING BASE COURSE 6" CLASS 3000 CEMENT CONCRETE PAVEMENT WITH #4 WELDED WIRE FABRIC 9+00 e 13 co: 1 10+00 #4 BARS CONTINUOUS (TYP. 3 PLACES) #5 BARS @ 18" CtoC 4" 12„ 2„ CL. (TYP.) 29 o 0 7" #4 BARS ® 18" CtoC of I SPILL GUTTER #4 BARS CONTINUOUS (TYP. 3 PLACES) 7" #5 BARS ® 18" CtoC 01, 4„ 12>, 2" CL. (TYP.) l 1 _2% - 0 7„ o . #4 BARS @ 18" CtoC CURB & GUTTER TRUCK/TRAILER STALL CURB SCALE: NTS FACE OF BUILDING SAW N - --- ------------ ----------- zr ------------ SCOT ----- 0 N Z Z Z Z 0 0 0 0 � -- z ---------- — z -----------' z - - ----------' z ----- 0 � 0 N z z Z Z 0 U C) U C) 20' 20' 20' CONCRETE SCORING SCALE: NTS Record Drawing Certification These drawings conform to the Contractor's construction records. By. DateV Title/position: AS Confirmed by City Date: CUT 'E LINE SAW CUT SCORE LINE PROJECT REF: FAC01-0022 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP to t2-ol Approved By. ..pig. S�lil� Date Approved: 2 0 7 1 8 U � U c a kQ co 42 a 00 coco ' ) 0 4-, � -1 U co � 2 a tv w • o a �k 4 z O z W J W CO •J ftaft w Q o o o ~ W O LU W c O LU o 0 N z Ln LL. Q U 0 00 Ct QC CL 0 0 ♦v�w' _/ � v Q � _a Q_ Q Q � Y C.) m m o o U m z O W � � U Q W � 7 m m o m /Lli V w ct Q C) 0 0 0 SHEET a C4,3 Q r CB #9 TYPE 1 CB #10 TYPE I CONNECT EX. RAINLEADER ri i 1 N g {g"m ___._ RE. R(..g5.j-j IN freH AT NEW CB IRE. IN 6 1. &1.2- CB, TYPE I I.E. OUT 19&.fP19GC I.E. OUT 61.36 C-1. GE 6&60 "R TYPE 2 35 LF 12"0 o s-e. 7 PVC SDR 21 8' PVC W 6635 C).s 7. 8' PVC E 62,32 4 2 2 CUP N 59 24"CA4P S 59.8A F CS (TYPt 1) - Z�_ 1\ %, RIM Ell.EV. = 63.64' LE 6 PVC (NW) = 6,47 1Z W CMP (N) = 5688' 0 5112, LE. 18' CIMP �F ------ - - -o"', SCALE 0 S= 5 T 0 25 50 100 NEW 60"0 08 (TYPE J n T 1_T _777- -7 7 Rim ELfv. = 64,42 Rim LLEV - 64,VV SADDLE EX.'36"O RIM ELEV - 6,3,97' f. E 18' CMP (W) 59.87' 0 i �,- 8- (W� = 60.21' il*. 18' CMP (W 59,77' 1 --FEET -Cmp (E.) �59 81, 10% .0 S=0 4 jC>0. �,F, 6" PA, (NW) --- 6033' 8" CMP 5986, , I i i _I CONTROL MH 18, �.E", 1,3, cup (E") - 60, 1,9, 1 IN 9 19 -TYPE W, RIM Cori 3 18' CMP i8l Cmp Is' C�l E. 57.0E FIELD f667 I a __ - D__ - - - _...1) - - -4 - - - o_ -_S��_ D PVC LSD RCP STORM PIPE CH 5a, FT I-ee- LF 1C>C.-4 S 12"0, LF 12 "0 0 0 D La VERIFY PRIOR TP amwwmw� - - -- -6- -D--- P VC SDR 21 7 A-/. 7"PeT - 0- CONSTRUC N RIM ELEV = 64�03' CS (TYPE 1) Cr(TYPE 1) I CE 6�5,7 E " f now sq. ee- 18" o IN P& LF �,F, 18" CMP�KNW' 59,48' M ELEV - 64� 02' RIM ELEV - 64,16� 4"i" - , . -"Pe", - - 8 t 8, 94 0 64-, PV E 61.57 65.p NEW I.E. 18 & OUT CROSS DRAINAGE k -.81-pVc E 61.88 Pye W 62-99 CB #12 TYPE I k I Tx fE 6 VC 60,29' I.E, W CMP IV),- 60-30, AWK 5W-57 77- 5;z-.ee RIM 4 4.-, - _,?" F.E. 1 491 Ak� W QQWC 01L/WTR SEP 5&2 F4SEMENTS 'IF RIM 65.46 65 Ile PVV- 1. I.E. 63:6F 'R 2 A • NEEDED IN co I, THIS AREA or A/ -oft ,PJJCLASS �d S=1.00*_ C? Li r17 1 LA8"O 111PE 440 LF 12"0 D.1 50 0 S=0.20Y, V .0% 6LA 1 i L il.�. CUM 0 40- WE 1) ST _U -f S --- 1j, L1 1 01. .................. . . 4 CONC hx� - ----- .................... ................ . . - =1 00 E it POND CONS TRUC PON IE=61.46 ------- IE=62 _34-/ IE=64.14Y. hx. 2 --,REFER TO APPROVED C14 IVE I.E �0-0 6 van CB 411 TYPE *RADING PLAN SE'" 11 E I 59. DETENWN POND PROJECT, REFERENCE GRAI��=7 RIM 64. 79 Go 4 MUD I.E. 6f.71 CD Ca (TYPE 2) IS -4% C)RA 10 79- 2 tO& Lr__irl_ 12"0 0 6-- 2 tw LE STRUCTURE W_S0ff_2f+_ 1. a 1 0 ex N 25 21 i PIPE MATERIAL NOTE. Q) FOR STORM DRAINAGE PIPE NOT SPECIFICALLY CALLED OUT AS DUCTILE IRON PIPE (D.I.P.) C14 + CB #8 TYPEI I- ON THE PLANS, 12-INCH DIAMETER AND SMALLER PIPE SHALL BE PVC SDR 21, PIPES Lt CB 4 TYPE 1-L CB #5 TYPE I-L \C�TYPE 1_ CB 7 TYPE I RIM 6334 (,3.3C, W M i RIM 63i 44 G1.7-11 LARGER THAN 12-INCH DIAMETER SHALL BE PVC DR25 HAVING A MINIMUM WALL THICKNESS ��° RIM 65.34 61.7-C- RIM 63�34 (,-3.41L RIM 6a G Z&- 6 I.E. 66.93 (.c�.(acj ------ 4 LEV, $2 &Z' t43G I.E. IN 66.f5 59,1?- I.E. IN 66.33 404?- 1. E. IN 6e.5 (INCHES) AS INDICATED BELOW 3 CP I. E IN 16e. i9 C-0-54 12 5 04_� I.E. OUT 6e.f5S9,(A /.E OUT 6&33r.0-IZ_ I.E. OUT 66.53 Go.'Sc, /.E OUT 619. Go.-zoq 18"0 - 0. 780 EL C A SAND COLLAR SHALL BE UTILIZED AT ALL CB AND STORM MANHOLE POINTS OF ce A25 I C RN 00.00 PLACE CHECK VALVE IN CB ELECT TO USE DUCTILE IRON PIPE CLASS 50 FOR ALL STORM DRAINAGE PIPING. %1) -18"0 PVC DR25 ROOF DRAIN (TYPICAL) CONNECTION WHERE PVC PIPE IS INSTALLED. AS AN ALTERNATE THE CONTRACTOR MAY C_t_.ac� c _OUT N 4T ff Cora -22L cc IE=59. 00 R � -- D I i 415LF 15"0 D.I.P. CLASS 50 0 S-0.5% 04 CONSTRUCTION NOTES. tlN. C1. NM E Lo CB #2 TYPE 1-L OADJUST STRUCTURE RIM ELEVATION TO FINISHED GRADE. ---- - -- LF U_ (SOLID COVER) C SE AT 8"o RIM 63:651 GS.r68 1 4 IE= 6 1. 00 REMOVE EXISTING DRAINAGE STRUCTURE .20 18 1Or�_ I PVC SDR 21 1. E IN 59.7 m 59.4 8, W 51.14 0 #24 TYPE I-L EL. S=z'LGYO I.E. OUT 59.513; 66.:34 59.17 RIM 66. (a Co. 10 CAP AND ABANDON EXISTING PIPE IN PLACE, 0 N I.E IN 6A _C`t-az FOOTING DRAIN OUT LO C= INLET di 00 CL C 1--18"0 PVC DR25 ROOF DRAIN (TYPICAL) RIM U_ PLACE CHECK VALVE IN CB TM i I.E. IE=61.40 V IE=59.00 48OLF 1290 D.I.P. CLASS 50 0 S=0.59 CL 00 L cot 1E61 .50 43OLF 8"0 D.I.P. CLASS 50 0 S=0.20% IE=62.36 T_ IRSDMH #13 (VANED GRATE) SDMH f14 (VANED GRRFE) - SDMH #15 F1 C TYPE /I - 48 "0 TYPE 48"0 023 TYPE I-L -52- G1.41 RIM 63�24 --0 TYPE 48wO 66. (0s.8i RIM SJ. c CB #16 TYPE I-L R r__ C a S41 RIM 63.199 G -3. C9 I. E. IN :5& -0;F I. E. IN "IN 62.W'F Tim 6aeq Zzqi CB #17 TYPE I-L I.E. OUT M491 ftj(a I.E. OUT 5&F& S.416 I.E. IN ;58.93G4. CB #18 TYPE I-L L OUT 62.99 (,Z. I.E. OUT 5&9:3• .1s I.E. IN 59. f & 69. o RIM 63: Co*3-1 CB 19 TYPE I -L I P' OUT 4 SQ a LAO% I. E. IN 59.30 59 t RIM # I. E. IN 59-.1 oaro C i LF 24 "0 0 Sx0.--t% 11t.4 I.E. OUT ;59.39 -IS I. E. OUTS 60- .64 P I LF 24 $00 a +1+ LF OA-- S=c D 4s: ci 19 W1 R TRA R A AIL RCP ONLET W- SDMH \TYPE II 4-15 F 24 0! RIM --------- I.E. IN(ra -DR25 w. --LE.- IN W I.E; 88.319 PROVIDE TRASH RA 35fe. co » fi 10' WIDE STOW fi#-f DRAINAGE E PVC DR25 REMOVE EX. CULVERT AND CUT DITCH SECTION TO MATCH EXISTING-_- 1 2 !W LF 18"o o I , , I S = C>. "t �yc _n �e3L 9 ir- P LF 18 "o o 16.4 RIM e33e 2* I.E. IN 59.e2 I.E. OUT :59.e2 0,32 S.-O-z% / to-7.1 igNiq I , - w4WAK;�-R aff S=&., 1*,' A CzD Vt- UMIZ11) PVC 18**0 0 ` v CZ-2-1- - - - - - - 45.= 1 .0% LF 18 "0 PVC P D 25 LF 111 1" DR25 6 s=e.ti -.:p cy L PROVIDE 45�Z-54o TRASH RACK 1-8, Pw,62,48OUTLE". VP o -.8" PVC OUTLET X, ' \CB M TYPE I-L LE.= 62-15' CB #21 TYPE L I CB #22 TYPE I RIM 04,56- GLI-2-4 4X__1N M.93 E;9.81 RIM 6 �L:2:2 rc.. s 4 RIM - r.-7-4Z 17& 59. slas I.E.IN 8:2.6e mca-qS I.E. 64.40 (,t4.jt ryµ62. i9ig E 4 25 1 I.E. OUT, -,-+e& LF 18"0 PVC DR25 -4 o s- e.;3 _j L SDMH #27 0/0 TYPE 48"0 ///01�7 V RIM 66.9�6 Q&,. -1 `3 METAL DOWNSPOUT 711 I.E. IN 59- S& N 57,94 S 5 73 7 I.E. OUT 59.-58- W S 7 44 NOTE: MANUFACTURED CONTRACTOR TO COORDINATE ALL 10' WIDE STORM DRAINAGE DOWNSPOUT SHOE DOWNSPOUT LOCATIONS AND SIZES FOR CONVEYANCE OF NEW LOT 2 STORM WATER W1 TH THE PROJECT ARCHITECT. REMOVABLE CAP WITH HANDLE CAULK CONNECTION " FINISHED 275L LF 18 VC 0 DR25 GRADE ® s- e. is V DUCTILE IRON SDMH #29 TYPE 48"0 , REDUCING WYE RIM 68.4+ C-1-17 Z �- ROTATE WYE PIPE TO DRAINAGE SYSTEM I.E. IN 6f.88• (.1,S1 PARALLEL WITH I.E. OUT •6f.88 Q j.5(. BUILDING WALL PROVIDING WYE AT POINTS OF CONNECTION. 21:3- LF 18"0 PVC DR25 @ 5- e. ROOF DRAIN CONNECTION PROVIDE TRASH RACK SCALE: NTS I.E. ffLff (-2,0-71 4 5 i 6 Record Drawing Certification These drawings conform to the Contractor's construction records. By. Grua cS _Date: La�,# Title/position: Confirmed by City Dote: PROJECT REF. FAC01-0022 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP 10 - zt-0 I Approved By. �J4 Date Approved: 4012 3AQ( f OF I 7 1 8 44Go rA co q a, P 4 0 Q) 0 co 03 00 to to co 0 CV CQ z 09 & A q) CD C) LU Ila a m Q ftj 0) LU LU 414C Qc cc C) LU CN Ln m OC Z) OC >. ca w 00 U. Z)CL L. CL Qc C) Ln CO Q) SHEET Cyrti Cn _j C� CL CL U co C) C) LU U ct W CL :j: CL CC) z CD V) 0 00 F E C C 0< w CD O w 0 Q LL- U Ll- 0 j0 j0 Z W Z W J <J AIAKirn /'_TPA7r) 70 _ PROPOSED GRADE CB 1,2 ; TYPE i POTHOLE EX. 10" EXISTING GROUND RIM (4 6-33 WATERMAIN, ;PRIOR I. E. &t 0t G"3•'� TO CONSTRUCTION. IF CONFLICT EXISTS --------------------------- --------------- - 12"0 . -- -- --- ELEVATE WATERMAIN 70 AS REQUIRED FOR . PROPOSED GRADE _ S So.2"1" PVC CDR 21 0SIB-P�Ii�=o,3'f PROPER CLEARANCE. PVC D 21 ft LF '5 LF 18"O DR25 49& LF 18 "0 O - ''�F S=o,29' ROP. 12" ' WA TER �O =0.21 PVC 1�? D.I.P. TPVC DR25 60 CB. 21 .TYPE t—L . CB . 23 _TYPE 1—L _CB ... 24 TYPE 1-L CB . 25 T . t _ Tom._ t . z' LF RIM �6 P-66,5q RIM -66 &S.% RIM %L, to RIM a G` bo ;RIM $8-88 <oG,©� �t8-*0-1 I.E. IN -62:88- 1�162.y$ I.E. IN 6��•98 (o2."14 I.E. IN � �3•o'Z LE. IN `3.22 I.E. iW 63.53 --�� DR25 7-s, I.E. OUT 42-.e6- 62y�j I.E. OUT 02:90 4-2'14 ; I.E. OUT &'t 10 (-2 9fo I.E. OUT -6A-3$r.3.2z- oi,.T `3'51 ' ® S-3►?i�6 NORTH s 'STORM INLET 3 B _ I. E. Go.29 "o W/ TRASH LF 18 0St-3-� (o'y ' Ld RACK PVC IDR25 gxl"f" CB jf28 TYE 1-L SDMH #27, TYPE II- W RIM -e 4.59- 414. 2�} RIM e& r 9; f-C- 13 1 _Tr E. IN SDI LE. IN 57 I.E. OUT 5$.9359;15 5 I.E. OUT 59. Z PIPE MATERIAL NOTE: z FOR STORM DRAINAGE PIPE NOT SPECIFICALLY CALLED OUT AS DUCTILE IRON PIPE (D.I.P.) Q A ON THE PLANS, 12-INCH DIAMETER AND SMALLER PIPE SHALL BE PVC SDR 21, PIPES LARGER THAN 12-INCH DIAMETER SHALL BE PVC DR25 HAVING A MINIMUM WALL THICKNESS a (INCHES) AS INDICATED BELOW = 18 "0 - 0.780 24 "0 - 1.032 o A SAND COLLAR SHALL BE UTILIZED AT ALL CB AND STORM MANHOLE POINTS OF CONNECTION WHERE PVC PIPE IS INSTALLED. AS AN ALTERNATE THE CONTRACTOR MAY z ELECT TO USE DUCTILE IRON PIPE CLASS 50 FOR ALL STORM DRAINAGE PIPING. 0 LU 1 2 3 50 19 5 o 06 Ssd,Z w �LF18"0Vf z_ PVC lo. ; 5=0- 1,70 LFg O DR25 LF 18"�s 5=9- PVC .. PVC DR25,LJ J fi 0 CB 119 TYPE 1 --L CB #2D TYPE, 1-L I.E. IN 3^9.82 C�o.'32 /41 E. IN -6$84- I.E,',OUT 59.ff 4-o.37— I E. OUT -69:-e4 �0.4 F-1 _ 70 -_-�.---------------�i' --- --------- J Record Drawing Certification These drawings conform to the Contractor's construction records. By. S Date: Title/position: Confirmed by City Date: LF 12"0% PVC SPR 21 CB #21 TYPE 1-L RIM 65�:22 G(..5� I.E. IN 62.661,- `2-4t N I.E. OUT f e,%` e& (z7, Sl e- CB 422 TYPE 1 1 60 SCALE: HORIZONTAL 1 "=50' VER TI CAL 1 "= 5' PROJECT REF: FAC01-0022 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. GP I'n-U-01 Approved By. 17D AA .- - __] Date Approved: %a%3lm I of 7 1 8 va I O Apo O W O i I � W � ae Z oO C� Z 2 C4 Ujz w CL o Uj U. Z J a � Q cr_ O J L LU 11 01A1* CO Z) Uj a: Ui LU O Q Z LU 0 CN CC o V. w Cr 0 00 Q CrO CL O CC Z 'Q c 0 � c J III :C C') �1111111 01111111 �1111111 rn _o SHEET cow 2 0~ Cn Q J EXIST. SEWER MH #608-25 RIM 64.64 644.%4 IN 52.05 I.E. OUT 52.05 NEW I.E. :52.f;5 '9* Nks 52.43 84 CONNECT TO EXIS,VNG WNHOLE STRUCTURE CONSTRUCTION NOTES. AND RE -CHANNEL MH cl 1-16X12TEE (MJ X FL) 1-12TEE (FL) 1-1- IRRIGATION METER AND 1-12"X8- REDUCER (MJ) "" " 1-12- GATE VALVE (FL X MJ) 3-12" GATE VALVES (FL X MJ) BACKFLOW DEVICE TO BE 1-WALL MOUNTED POST SSMH #608-28 1- 16 to SPOOL WITHRUST BLOCKING COORDINA TED WIIRRIGA TION INDICATOR VALVE -0 CONTRACTOR IAo TYPE I - 48 1- 16 to COUPLER RIM 64.2=1-- Co4,('7 WITHRUST BLOCKING 1-12- 11-114- BEND (MJ) 1-4" F.D.C. PLACED NEAR FIRE LE. IN61 5Z.1`81 WITHRUST BLOCKING 11 PROVIDE WATER SERVICE HYDRANT. PROVIDE LENGTH AS 52. I.E. OUT Szlt 1-12" 90- BEND (MJ) TO GUARD SHACK REQUIRED (110' OR 125) WITHRUST BLOCKING O7 1-10" TAPPING TEE WIVALVE (FL) COORDINATE INSTALLATION WITH BUILDING PLUMBER 1-12"X10" REDUCER (MJ X FL) 1-2" DOMESTIC METER 1-12-X6" TEE (FL) LINE AND RELOCATE 6-2" METER BOX AND SETTERS WITHRUST BLOCKING to 1-12- GATE VALVE (FL X MJ) EXTEND 6 IMi 1-12- ADAPTER (FL X MJ) 1-8- TAPPING TEE WIVALVE (FL) EXISTING FIRE HYDRANT, 1- 12" TEE (MJ X FL) -6" GATE VALVE (FL X MJ) PROVIDE THURST BLOCKING 1- 12" GATE VALVE (FL X MJ) to REDUCER (MJ X FL) 1 12 "X8 ttI II 1-F.H. ASSEMBLY 1 WITHRUST BLOCKING AND 6" COUPLING WITHRUST BLOCKING WITHRUST BLOCKING RELOCATE AND ADJUST 1- 12"X6 to TEE (MJ X FL) 1-8"X6" -rAPPING TEE WIVALVE (MJ) EXISTING FIRE HYDRANT TO 1-6" GATE VALVE (FL X MJ) 1- 12 -X6 TEE (MJ X FL) 1-F.H. ASSEMBLY NEW GRADE AND COORDINATE 1-6" SPOOL 3t 1 001 1-6- GATE VALVE (FL X M J) WITHRUST BLOCKING PLACEMENT WITH GUARD 1-6- 90- BEND (MJ) juj 1-F.H. ASSEMBLY SHACK INSTALLATION TION I WITHRUST BLOCKING _J1 W ITHRUST BLOCKING E V L N lv .... .. .... . .... RELOCATE EXISTING 11 LF 0 0 HYDRANT 12"0 -m-sof 5�- L F 32 LF M.-MOVE AND,� ICA SSMH -29 6"0 D. I. PIPE 6" D. h P� ATr. D. I. PIE ZLE\ ..... .... ng 4F, SSMH 1608-30 6t Im - RELOCATE . ...... op 11!� — TE TYPE - 48 1 0 I.E. IN D. 1. PIPE 13, EXIST7# W I.E. PROPOSED 15SANITARY .� I I..E.. IN 512 2E-57. SEWER- ------------------------------------ -----96-LF < ----- - 'SEWER EA ENT REMOVE AND T "CAP-kT ------ ------------- -- — ----- ----------- 77 W 1 7 D. /. PIPE 0•W17PVS35 L v,�-- -- -- ----- ----4---------------------------------M --------- --46+ LF90 PVC_SQ?3,o0S -------------- 0 38 17 wo D 75 LF D onf% A 7C F_ L of _j J QQ 12" 3A_LF 6 o PVC 38 LF 6"0 PVC FyIqTlhlr� :0.., U. 1. HYDRANT Ile LIUI ], 4=z REMOVE AND z, CAP AT TEE 4H Ij ........ .. 2 10' 3 ... . .... . .. .......... P, — — — — — — — — — — — — L L .. ........ . — — — — — — — — — — — _j — — — — — — — — — — — — — — . . . . . . . 15 LF 10 LF• _j D. I. PIPE HYDRANT PROTECTION WHERE 12 "0 PROVIDE BOLLARDS FOR 6 "0 54 LF D. 1. PIPE 10 12"0 INDICATED IN PLAN PER CITY D. 1. PIPE OF AUBURN STD. DETAIL WAFH-2 F.D.C. 106, 11 MIW C coo AII IT 14 H. L r% lj•I Fi C� Uj U-1 ftj SPRINKLER DESIGN BY OTHERS, VERIFY SIZE AND LOCATION OF CONNECTION PIPE PRIOR TO CONSTRUCTION (SITE CONTRACTOR TO CL 14 INSTALL BUILDING FLANGE) A SCALE 50 0 25 50 100 MEN (FEET) 1 INCH 50 FT v L A' 81 q� 27 LF 6"0 D. 1. PIPE t. h 4 '18 LF 6"0 PVC 0 S=2.07. MIN. SSMH #608-31 TYPE I — 48"0 RIM 8& zf!i rp 5.19 I.E. :59.59 M G1.194 ISC59-so 3 5 LF 1 14 0 S=2 07CV/117 @ S=2.0% MIN. U - .0m .... — I--- D. I. PIPE PROVIDE: 35 LF OF 0.25" THICKNESS STEEL CASING. 16 ANTICORROSIVE COATING 8MIL THICKNESS. own 75 LF "CENTER POSITIONING" CASING SPACERS. 12 "0 I. PIPE, MAX DIST. BETWEEN SPACERS SHALL BE 6' BUILDING CENTER TO CENTER. �_SPRINKLER DESIGN BY OTHERS, VERIFY SIZE AND LOCATION OF SECURITY CURB (TYP) CONNECTION PIPE PRIOR TO CONSTRUCTION FENCE 2" SERVICE (SITE CONTRACTOR TO CURB (TYP) W/ END CAPPED INSTALL BUILDING FLANGE) @ PLANTER AREA 6" X 2" TEE TO BE WRAPPED Ik W/ CORP STOPS IN PLASTIC TO BE WRAPPED 15 20,�F- NOTE: BACKFLOW PREVENTION DEVICE IN PLASTIC 2" REMOTE 1z 0 READING METER REQUIRED ON SPRINKLER LINES WITHIN GUARD SHACK D. PIPE 100' DISTANCE OF CONNECTION POINT. W1 RAMP PLANTER 6 "0 D. /. PIPE 18 259' To 444444, ------ --- rye TEE 18 P To PROPOSED to BUILDING ----- - -- 12 0 D. I. lPE TEE NOTE. F.F. ELEV, 69.24 18 ---40'--1 ----- ----- PIPE TO BE DUCTILE IRON PIPE "SPECIAL CLASS 52 CEMENT LINED" EASEMENT LIMIT (TYP) of h M c, STUB 2 COPPER PIP, "W � lli;a�_1+1.a<M r "" SERWCE LINES j_ �I 16 i4= kr—A-V6"4�,"�,-�", . .... ......... ... ,k \ IN TO BUILDING iwl 5 12 0 4 -- - D. 1. PIPE 3 ----- --- 9-1 L F r2"00 ---- ------- 12 `0 -U. T P[PE ----------- - 4 --- DU PI _LF 177 LF D-./.- -- - - ------------------------- I— r7 f2nOF/LE --------- 10 - LF -fy—aF D.-r - p/pt -------------- ------ S70W ------------ - --- ----- - WA TER ------- ------------------- 1_41 . ..... 30' 49 LF I f C, 6 0 - ------------ \ 48"0 LF F.D.C.J 6 D. 1. PIPE 4 5 468"0 LF D.I. PIPE .0 40 LF 12"0 D.I'.'rff;r._j, 18 LF 12"0 D. I. PIPE Record Drawing Certification These drawings conform to the Contractor's construction records. By. Date:o".11-7- Title/position: Confirmed by City Dote: PROJECT REF. FAC01-0022 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. C-P 10-at-01 Approved By. Date Approved: 1 OF 7 1 8 rn 00 co C\2 0 CC) CIS tw Q) o co 00 CID Cn Ci Q) 41 "1 co 0 g c) L U cc Uj z §i _j a. Cr 0 ,j LU LU co LU > :3 CO WO Uj Z ac cc () C) C'4 acz Ln N >00 ca co coCL cc ca qc� C) LO --j 0 V) Uj X LU 11111111 SHEET C6.1 ,:�F-rTnm Tnww:�wip PAN/(,F-. SFr 19 TWP 91 N RrF 4 F W U N n 1- n LL U LL C' a 7 2 v s C C C.: L. V -� ,Ox 0 1 ` q LANfi I N0 FLAN F t� 060 SCALE: 1" = 60'-0" �— — — rFENCE =t CA ERRY TO REMAIN U co EXISTING LAWN RETAIN AND OT '�XSTING CONCRETE LANDSCAPING � ; 1, �_ C14 U. / , EXISTIN LAWN �,. N ,� 6 6' ...... ' ............ - REPAIR Cl] EXISTING PLANTING ;..... r .f 4- CA q) rn 'I` --'I` TO REMAIN "x DISTUALL RBED B + 00 B L00 CO t- + + + T + REMOVE EXISTING DOUGLAS FIR AND ROOT BAL L. ,• lei: FALLOW SPECIFICATIONS FOR ROOT '�� v • PRUNING AND PROTECTIVE FENCE ItiALLATION-SHEET L-10 v 88' 24' , FH TEMPORARY w �, + � _ + OOO+ PROTECTIVE FENCE . ,... ' o + _ CV + B N + N ���+OO+ ' + + O + �O p cn O+ +p w 0+0+08 wAll j fill • • • 0/ -- -- �� �• ' EXISTING LAWN t!l� - - - - - REPAIR RESTO R €W SOD �A ALL DISTURBED f ' �✓`3 � Z 84' 684' 6' 85' 6' • AREAS...::- J / STATE OF U Y / '* WASHINGTON 3A:: Q / REGISTERED Q .. 3 �� ANDSCAPE ARCHITECT =—EXISTING FENCE lip ®. TO REMAIN i ■ ■ nA 'y. C C irlr -- __ , HEIDI M. MUiiT /:... CERTIFICA +4' REMOVE 7' EXISTS DUMPSTER LOCATION SIR TREE. ; WITH 8' HIGH SLATTED' " 6' g' FOLLOW SPECIFICATIONS FOR ROOT �� .- CHAIN LINK FENCE WITH 37' PRUNING AND PROTECTIVE FENCE HEAVY DUTY GATE INSTALLATION --SHEET L-10CID O - I o o,o -------------- f PLANT LEGEND sheet L-2 ti 13 P fts calleryana 'Redspire' Rsdspire Pear 1 1 /2" cal. @ 30'-0" oc O+ 30 Liquidambg*yrociflua 'Worplesdon' Worplesdon Sweetgum 1 1 /2" cal. @ 30'-0" oc O 21 Calocedrus decurrens Incense Cedar 4-6' @ 18'-0" oc 5 Pica omorika Serbian Spruce 5' @ 17'-0" oc I 77 + ++ ++ fV M 10' v 18, 4 Acer palmatum 'Sango Kaku' O 67 Bergenia cordifolia + Songo Kaku Japanese Maple Heartleaf Bergenia + -__- "` #'``'I•2" cal. @ 17' - 0" oc 1 gal. @ 2' - 6" oc = ++ TYPE II LANDSCAPI + 105 Pennisetum alopecuroides 'Little Bunny' 198 Viburnum davidi Little Bunny Dwarf Fountain Grass + David V"'bt urnUrM 1 gal. @ 2'-0" oc 1 gal. @ 3'-0" oc 00 + + f- 143 Viburnum tinus 'Springbouquet' Arctostaphylos uva ursi 'Massachusetts' + Soiktooaont Laurustinus Massachusetts Kinnickinnick + 5 gal. Min. 21-24" 0 4'-0" oc 4" pot @ 2'-0" oc ++ LA 387 Prunus laurocerasus Otto Luyken' All planting island to receive 1 row of + Otto, Luyken Laurel ground cover 1' oc from back of curb - - 1 g1M., min. 18" ® X-O" oc around entire perimiter of planting areas. + Kinninnick continuous under all Viburnum - 44 Toxus cuspidate 'densiformis' tinus 'Spring Boquet' Japanese Yew 10' 18-21" @ 4'-0" oc Sod Lawn Crusader Blend Sod +�+ ++ co 21 Rhododendron Gamer Waterer 2/3 Rye, 1/3 Fescue as grown by Pink buds/white flower mid season Sound Turf - Sumner, WA + 21-24" @ 9'-0" oc + MATCHLINE — SEE SHEET L-3 + - — C + FIRE HYDRA + TYP. 9 9 26' N I I I I IU EVO T POINT OF CONNECTION "A" 1" IRRIGA11ON METER C 2:1 SLOPE, TYP. C C 1.9' PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. Approved By Date Approv L0 - O / -_ LAN ?F ` 060 II aP 71 �•1 SCALE: 1" = 20'-0"a.,:,.. — — i -WA TRH LANE = SEE -ST- EET U= 2 PLANT LEGEND - sheet L-3 O 446 Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel 2 gal., min. 18" @ 3'-0" oc 12 Pyrus calleryana 'Redspire' • 2re Pear 1 1/"cal. ®30-0 oc 44 Taxus cuspidate 'densiformis' 1 1 /2 Japanese Yew 18-21" @ 4'-0" cc 21 Rhododendron Gomer Waterer Pink buds/white flower mid season 21-24" @ 9'-0" oc 32 Liquidambar styracifluo 'Worplesdon' Worplesdon Sweetgum O 67 Bergenia cordifolia 1 1 /2 cal. @ 30 —0 cc Heartleaf Bergenia 1 gal. @ 2'-6" cc + 105 Pennisetum alopecuroides 'Little Bunny' Little Bunny Dwarf Fountain Grass • 23 Calocedrus decurrens 1 gal. ® 2'-0" cc Incense Cedar 4-6' @ 18'-0" cc nQ 139 Ilex crenate 'Northern Beauty' Northern Beauty Ilex 5 gal. Min 18-21" © 4'-0" cc D 5 Pica omorika 16 Abelia grandiflora 'Edward Goucher' Serbian Spruce Edward Goucher Abelia 5' @ 17'-0" cc 5 gal. © 5'-0" oc or as shown Arctostaphylos uva ursi 'Massachusetts' 6 Acer palmatum 'Sango Kaku' Massachusetts Kinnickinnick Sango Kaku Japanese Maple " 1 1 /2" cal. © 17'-0" cc 4 pot C 2 —0 oc All planting island to receive 1 row of Q+ 204 Viburnum davidi ground: cover 1' cc from back of curb David Viburnum around entire perimiter of planting areas. 2 gal. 0 3'-0" oc K nninnick continuous under all Viburnum 1*3 Viburnum tinus 'Springbouquet' tinus 'Spring Boquet' Springbouquet Laurustinus Plant 2 rows from back of curb under 5 gal. Min. 21-24" @ 4'-0" tic 'Northern Beauty Ilex' _• e eir Es PF * 06v IZ of LI D+ FIRE HYDRAP + 0+ + ++ L - —TYPE II LANDSCAPING + + L�, TMW 5, !E•QUOC� oc 18' 17 L-,G L-4 L-7 L-5 L-S L-2 37' I TYP. m x RS " cs LO -...� U)°' 2:1 SLOPE, TYP. N 04 LO I TYP. 17' TYP. r.. STATE OF >_ • • • • • • WASHINGTON O REGISTERED 4AN E ARCHITECT HEIDI M. KLUDT " ERTIFICATE # 274F to sue' �i 36' 17' 28' r , 20' • B •• B date` DC•700000 7/19/01 0 [�I Q Q Q Q.0..00 Q Q Q 9/10/61 C J � sheet . ---—--�—. ----=� -- PLANTING PLAN PROJECT REF:e;n. dk THIS PLAN SHEET REFLECTS TH4` CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. . Approved By. . sht Date Appro Lo- 2X 0( : NORTH F L A I `4 T I `4 r--==; PLAN c SCALE. 1 170zt m m 13 of LI L-6 L�r-7 A� L-5 L-2 L-3 NORTH F L A N Tl N PROJECT REF: THIS PLAN SHEET REFLECTS 111,E CITY OF AUBURN'S PLANNING DEPARTMENT MINfMUM LANDSCAPING REQUIREMENTS. Approved By. Date ApproveC /0 - -!Eof - SCALE: 1" = 202-011 p'. S. 00 CID < fi rii STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT HEIDI M. KLUDT CERTIFICATE # 274 ui Ilk Aff LL LL �I 1 W tVA n a I I or �F .N•�- lei i t'� �..-s. F-1 n 1 ® Ca ®I I ® o _._ r ® ® oe i as, rho ® o • MATCHLINE — SEl SHEET L-8 x co MATCHLINE - SEE SHEET L-4 CL} ca X L U 1 PLANT LEGEND ! sheet L-5 N U) °" 17 Calocedrus decurrens I �- � o Incense Cedar C114 t•.,.; 4-6 ® 18 —0 oc w. . 113 Ilex crenata 'Northern Beo ' Northern Beauty Ilex 5 gal. Min 18-21" 0 4'-0" oc Aretostaphylos uva ursi 'Massachusetts' Massachusetts Kinnickinnick 4" pot ® 2'-0" oc I PR All planting island to receive 1 roar of ground cover 1' oc from back of curb w �u�4 around entire perimiter of planting areas. w Kinninnick continuous under. aU Viibur ttm V t'rnus 'Spring Boquet' w &wasHINGTON 1 � REGISTERED PLant 2 rows from back of 'curb under I ANDSCAPE ARCHITECT 'Northern Beauty Ilex' l�v Hydrorseed — Erosion Control Mix Z HEIDI M. KLUDT per Sound Turf, Sumner, WA 1-800-773-4763 I Z CERTIFICATE # 274 H , , of .: z or I � , • J4 a • e • • e • • • s • • •.i • • • • • • • s • • •. a •'"`"'' • _ e w I .n .. O Z Z in m �r 455' Y' IM a a a a�aaa a�I I1=H S8 aa22, Q a a a a a a aar�aaa � a aaaaaa as � ©©aa A . a t e r sheet title PLANTING PLAN L- L- L-2 L-5 L-3 NORTH FL1fi11' PLAN v1 SCALE: 1" = 20'-0" 01-0 17 Oq 8 . . F 0610 4141 .:. PLA LECEN sheet L-6 Note: Paper Birch, Western Red Cedar and Douglasfir located in buffer area of Bioswales ore tree replacements for Significant Trees as calculated and shown on Sheet L-10. 11 Betulo papyrifera Paper Birch 2" cal. As shown 14 Thuja plicata . + Western Red Cledor 6' @ 12'-0" oc 16 Pseudotsuga menziesii Douglasfir 6' @ 12'-0" oc 9 Acer circinatum Vine Maple 4' @ 12'-0" oc - nursery grown 8 Solix lasiottpis Arrowyo Willow 1 gal. @ 12'-0" oc or as shown O29 Ribes sanguineum Red Flowering Current 1 gal. @ 6'-0" oc 27 Symphoricotfyus albus Snowberry 1 gal. @ 6'-0" oc 25 Holodiscus discolor OceansPrny 1 gal. @ 6'-0" oc 18 Cornus stolonifera Red Twig Dogwood 2 9o,11. O 6'-®" oc 0 22 Spiraea douglasii Douglas Spirea 1 gal. @ 6'-0" oc 80 Iris pseudocorus Yellow Wa Iir iris t '',@ Y46 oc a, Plant equal .,m xture of the following three plant Material in random order. + 30 Scirpus acutus Hardstem Bulrush Rhizome, min. 3 buds + 30 Oenanthe sormentoso Water parsley 4" pot -F 30 Potamogeton pectinatus Sago pond Weed tuber O 87 Tjjft latifaft CiMMon Cattail i oc Hydroseed - Bioswale Mix per Sound Turf, Sumner, WA 1-800-773-4763 40% Tall Fescue 30% Barclay Perennial Ryegrass 25% Creeping Red Fescue 5% Highland Colonial Bentgrass Rate. Amity hydraulically at: 50# Bio-swale Seed Mix per Acre 2000# Fiber Mulch per Acre Polyacrylamide Taxifier as site requires Hydroseed - fYftion Control Mix per Sound Turf, Sumner, WA 1-800-773-4763 40% Creeping Red Fescue 40% Perennial Ryegrass 10% Highland Bentgrass 10% White Clover Rate: Apply hydraulically at: 10 # Bio-swale Seed Mix per Acre 2000# Fiber Mulch per Acre Polyocrylamdie Taxifier as site requires •• •. :4 • J • " ' Wetland Buffer s 20'-0„ ,. • . • +64,0POO I II f .. 1 • I. I MOO- 00 t High Groundwater Elevation 57.5 +59 0 31 S`opLLJ e I w 4:1 Slope Max.,- :._�..r. u...;; Pond Bottom @ 56.0 w w cn B10-SWALE POND SECTION A/A ,r y -- -- -- -- -- -- -- -- -- No Scale _. -- -- -- -- -- -- -- W - EXISTING RETAINING Q r - WALLS o 0 oo r I � l - r I I I - I The enhancement of the Wetland Mitigation Area and wetponds is specifically for the purpose of replacih§§"retland functions and to ensure appropriate maintenance consistent with this purpose. The wetland and buffer area shall be encumbered by al conservation easement granted to the City of Auburn stating that any uses within the easement area shall be as approved by the Planning Director. The uses shall be consistent with the purpose of the wetland/buffer mitigation and stormwater management. It shall also be a general benefit to the public by providing a passive recreation opportunity while discouraging the uncontrolled intrusion of humans into the mitigation area. Following completion and acceptance of all buffer work, no clearing, grading, or other construction shall occur within the buffer, except as may be authorized by the Planning Director for protection of public health, safety, and welfare or maintenance purposes, including maintenance of stormwater facilities. A 115' jam 1, Ks '. i • • • • �+ �► ��,,','l • O '214 1 A F H r. . POINT OF CONNECTION "B" 1" IRRIGATION METER J HYDROSEED ALL AREAS OF BIOSWALE SLO AND BENCHES WITH BIO-SWALE MfX AS SPECIFIED MATCHLINE - SEE SHEET L-7 PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S PLANNING [DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. Approved By. Date. Approve~ ,0-.., . o NORTH L A N T I N6 FLAN SCALE: 1" = 20'-0" < U vm�.. e i U. Co 0 �rn � O 7 L 4� fn a v� V STATE OF WASHINGTON REGISTERED ANDSCAPE ARCt4TECT PLAN'`' t:EI sheet L-7 Note: Paper Birch -,tern Red Cedar and Douglasfir located in buffer ar'ea of Bioswales q tree roWeemenumts for Significant Trees lculated and shown on Sheet L-10. 17 Betula papyriferd Paper Birch 2" cot. As sown 11 Thua pticato Western Red Cedar 6' ® 12'-0" oc 19 Pseudots6§a menziesii i3�rglosfir 0 12'-0" oc +++ 12 Acer circinott+M Vine Maple -4' 0 12'-0" oc - webery grown T"Aa, 8 Sakieswepis Arrowyo Willow 1 gc . 0 1V"-O" oc or as shown 43 RIbes scanguineum Fkmvrhn Current 1 gal. & 6'-W oc 33 Symphoricarpus olbus f r. 'i ' 6 - 0 0c 25 Holod cus discolor Oceansproy 1 gal. 0 6'-0" ac _ 17 Cornus stolonifero Red Twin Dogwood 2 gal. 0 6'-0" oc I ne ., f Douiqtos Spirea I 1 gal. 0 6'-0" oc 7 Iris pseudocorus Yellow Water 1 gal. 0 3'-0" oc Plant equal mixture of the following three plant moterW in random order. + 38 Scirpus acutus I ! min. 3 buds 4 I + 34 Oenanthe swmentos,o Etter parsley 4" pot + 34 Potamogeton pectinatus I ! Sago p6t d Weed ! tuber O 76 Typho latifolio Common cattail- oc j Hydroseed .-_ 1oswaie Mix per Sound Turf, Sumner, WA 1-800-773-4763 I 40% Tall Fescue 30% Boir y P-wennial Ryegross 25% Cr ping Red Fescue 5% Highland Colonial Bentgross Rate: ly 150# Blo-swale See -'#Tx per Acre 2000# Fiber Mulch per Acre I [ Polyacrylamide 'lr as site requires Ij H ydroseed - Erosion Control Mix f per SourW -Turf, Sumner, WA 1-800-773-4763 4QX Creep" Red Fescue 40% Perennial Ryegross 1OX Hi d tgross 10% wMe ctowI Rate: A01y h colly at: 10O# Erosion Contra Seed Mix per Acre j 2000# Fiber Mulch r Acre Polyacrytamdie Tasifier as site requires The enhancement of the Wetland Mitigation Area and wetponds is specifically forte purpose of replacing wetland functions and to ensure appropriate maintenance consistent with this purpose. The wetland and buffer area shall be encumbered byla conservation easement granted to the"City of Auburn stating that any uses within the easement area shall be as approvedy the Planning Director. The uses shall be consistent with the purpose of the wetland/buffer mitigation and stormwater management. It shall also be a general benefit to the public by providing a passive recreation opportunity while discouraging the uncontrolled intrusion of humans into the mitigation area. Following completion and acceptance of all buffer work, no clearing, grading, or other construction shall occur within the buffer, except as may be authorized by the Planning Director for protection of public health, safety, and welfare or maintenance purposes, including maintenance of stormwater facilities. Ff06o I6 ,,ZI HYDROSEED W/ EROSION CONTRC AS SPECIFIED 48" DIAMETER HORSE CHESTI TREUE _TO REVO PROTECT PER SIGNIFICANT Tf PLAN, SHEET SIGNIFICANT TREE REPLACEMENT FO EXISTING FRITZ WAREHOUSE PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF 'AUBURN'S PLAN DEPAR "T LANDSCAPING fWAVREMENTS. Approved By. Date Appro.•f3-1;;L b / NMTH PLANTI N& PLAN SCALE: 1" = 2d'-0" .4 rim. w STATE OF WASHINGTON REGISTERED WANDSCAPE ARCHITECT �/ I F It o 6,0 V7 �0 � I *V14 14 SIGNIF REPLA EXISTI' WARD PLAN T LEtt -wo. sheet L-8 18 Pseudotsu4go menzies,ii D 0 u gfur&f ir 6' n 12' 0" oc Hayseed — Erosion CvIntrcII4 Mix per Sound Turf, Sumner, WA 1-800-773-471 40% Creeping Red Fescue 40% Peronnial Ryegrass 10% H ntgrass 10% White Clover Rate: Apply hydraulically at: TW# 13lo—swale Seed Mix per Acre 2000# Fiber Mulch per Acre Piotvncrvlamdie Taxifier as site requires L-6 L-4 L-7 L-5 L-2 L-3 ANTI NIS F PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S PLANNING DEPARVENT MINIMUM LANDSCAPING REQUIREMENTS. Approved By. Date A ppro veV�fcp �-4 i - �01 AN SCALE: 1" = 20'-0" < (n x. Li U V7/ STATE OF WASHINGTON REGISTERED ANDSC/APE ARCHITECT Asphalt paving. Concrete curb. 2" Mulch. Hold down 2" from top of curb and roll back into planting bed making a "V" trench Topsoil as specified. Subgrade. Hold down 6" from top of curb. TYPICAL "'y"TIRENCH DETAIL At Curti/Planting. Bed No Scale TRIANGULA► �% cob is or zl TYPICAL "W" TRENCH DETAIL At Sidewalk/Planting Bed No Scale '/2 dWance of o.c. spacing per Plant Legend triangular layout of plant material, typ. planting bed curb '�ROUNQ99VER WING DETAIL No Scale Pot/Container Remove p&Vrebntalrer and roughen/cut Ville of rootball if roots encircle or are heavily matted, Rootball to be watered before planting to ensure optimum moisWre content. 3 Remove twine and 1/3 top of Burlap on rootball. Rootball to be watered before planting to ensure optimum moisture content. rE Jr, it, Sidewalk. 2" Mulct. Hold down 2" from top of walk and roll bade into planting bed making a "V" trench. Topsoil as specified. Subgrade, r •i1 Remove pot or container and roughen/cut side of rootball if roots encircle or are heavily matted. Rootball to be watered before planting to ensure optimum moisture content. 3" milt. GRMN 4" pot No Scale �rs.x Varies - refer to on center specification D ETAI L ,..,...,.,.�... Plant material — see Plan for plant selection. :�••.--•. . Topsoil as specified. 2" mulch — install 'V" trench at sidewalk/planting bed — see detail. PLANTING BED SECTION A/A East Side of Building No Scale Subgrade - Scarify to 12" depth And verify positive drainage. See Planting Details for installation of Plant Material. Contractor shall remove all labels, tags or other foreign materials from branches. Prune only dead or broken branches. Mulch - 2" uniform depth except adjacent to rootball- hold mulch depth to 1". Finish grade. Topsoil as specified. Rough sides and bottom of plan" pit. -Undistrubed subgrade. Plant shall bear same relation to finish grade as in nursery. -Scarify pit bottom. Verify positive drainage before planting shrub. Contractor shall remove all labels, tans or other foreign materials from branches. Prune only dead or broken branches. ,Mulch - 2" uniform depth except adjacent to rootball- hold mulch depth to 1/2". Finish grade. Topsoil as specified. Rough sides and bottom of planting pit. Undistrubed subgrade. Plant shall bear same relation to finish grad as in nursery. Scarify pit bottom. Verify positive drainage before planting shrub. mtractor shall remove all bell, tags or other foreign aterials from limbs. vne only dead or broken �anches. pieces new black reinforced fibber hose. ouble strand no. 12 auge wire. Metal ',T„ post stakes painted been. 'op of stakes shall be at equal :levation above finish grade. ,eff ve stakes after 1 year luarantee period has ended. 4ulclt — 2" uniform depth. =finish grade. Remove top 1/3 of burlap from root ball including any rope or metal bindings. Do not disturb root ball. Topsoil as specified. Rough sides acid bottom of planting pit. Undisturbed subgrade. Tree shall bear same relation to finish grade as it bore to previous grade.. scarify pit bottom. Verify positive drainage before planting tree. 12" FREE PLANTING DETAIL Stake trees equal to or less than 6'-0" or 1 3/4" cal. with No Scale one u r post. Topsoil berm. 2" Mulch. Concrete curb. Asphalt paving. Subgrade/existing soil. Scarify -Verify positive drainage. Note: TYPICAL PARKING ISLAND see Planting Details for r installation of Plant Material. CT 10 N B B No Scale slope to drain 3/4 w ; . Subgrade - Scarify to 12" depth And verify positive drainage. varies T CAL LAWN PLANTING SECTION C/C No Scale Topsoil as specified. Sod Lawn — hold top of sod mat down 3/4" from top of curb. Blend and match grades where installing adjacent to existing sod Sidewalk. See Planting Details for Installation of Plant Material. �W Contractor shall remove all (0Co labels, tags or other foreign ,. materials from limbs. Q ca J � --- �..�.,............,.,...,,,,,,.r Prune only dyad or broken .... � , r� branches, y � Do not damage or cut leader. CI3" U� X 2 piecesnew black reinforced 1 rubber hose. _ 666ble strand no. 12 `- a gauge wire. a co 6' Metal "T" post stakes painted ; 04 green. y Top of stakes shall be at equal .,_. elevation above finish grade.$ Remove stakes after 1 year ` b- guarantee period has ended,' Mulch - 2" uniform depth. `�► Finish grade. ..., Remove top 1/3 of burlap �. from root ball including any .,� rope or metal bindings. Do not disturb root ball. # ; ad •* ,�.: • • , • ..• Firmly compacted saucer to ��� • • S p " �, create minimum 3 high li g p .,.r, around tree. « ... _ • : • tine of original grade. �,a�cOF it • ,r.� • r • _- + Topsoil as specified — Planting -• +« pit to be 18" wider than REGISTERED ANDSCAPE ARCHITECT 6�(� rootball on all sides. 1 Rough sides and bottom of planting pit. Cornier of rootball to be at HEIDI M. KLUDT CERTIFICATE # 274 line of original grade, i ubgrade material may be pit run - Verify soil conditions as installed by General Contractor. ,x,�. ,, ,'•:'':: Tree shall bear same relation TREE PLANTING DETAIL prfinish gram feldre to CANSLOPE Stake trees equal to or less No Scale than 60" or 1 3l" cal. with " one T„post. J . 0 NOTES. 11 W 1. Verify location of all utilities on Civil Drawings and with General. Contractor. Call Locator Service to beginning Project. ^ W (1-800.424-5555) prior 2. Landscape Contractor will be responsible for installation of plant material by quantities V dictated by the Zoning Code spacing Quantities listed in Legend are for Q Z parameters. general reference only and are to be verified. 3. Co-ordinate Project with General Contractor and ail other Trades 7 L 4. Topsoil shall be a 3-way mix consisting of 1/3 sand, 1./3 soil, 1/3 c 0' mposted bark and sawdust as provided by Fife Sand and Gravel - Fife, WA (253) 22-7710 or equal. Topsoil to be used for planting islands, planting pits, grading after removal of existing plant Q w, material or other locations as required in conjunction with completion of Project. 5. General Contractor to complete subgrade for planting areas as shown in Details and on Plan, removing all debris, litter and rocks over 2" prior to topsoil installation by Landscape Contractor. 6. Landscape Contractor shall scarify all new areas to minimum depth of 12" or as planting necessary to promote positive drainage. Notify Landscape Architect prior to planting if non -draining areas are encountered. 7: "ndscape Contractor shall be responsible for adjusting all valve boxes and water meter boxes to correct finish grade during installation of topsoil and finish grading as m applicable. 8. Plant material will be first quality as determined by the Landscape Architect and will be removed from site and replaced if rejected. 9. Plant material will be fully rounded, brunched evenly and uniform in shape. Tree ' canopies will be matching, 10. Landscape Contractor to remove plant material as shown on Plan, Do not disturb existing plant material to remain. Removal shall include entire rootballs as well as top growth, Backfill depressions with specified topsoil to even, level grade to match existing. r 11. Boots of existing plant material encountered in installation of Project shall be protected. '` When roots are larger than 1-2 inches in diameter they shall be exposed by hand and cut cleanly with a saw or pruners. If roots are injured, fork soil back several inches exposing areas beyond the injury and cut cleanly so that injured areas are removed. nx_ 2. Ift.review and approval of all plant material by the Landscape Architect prior to planting Is mandatory. 13. Plant material will be maintained and watered to insure optimum water level at all times during Project whether in holding area or planted. 14. Provide the Landscape Architect with a list of all plant material with nursery suppliers and § locations indicated to ensure plant material availability a minimum of one month prior to ;° d a t e project start date. 15, Install "V°'trench in all beds ( boar new and existing) as shown -on Details. 16. All plant material will be planted in topsoil with the top of rootball level with finish grade. Any plants installed above gratis and backfilted with mulch will be replanted or rejected. » 17. Provide and place 2" bark mulch in all planting beds as shown in Details,"' 18, Stake trees as shown in Details and remove stakes after Guarantee Period. °+ ' 17, All work areas shall be kept clean, neat and orderly at all times. Dirt and rubbish shall be ITS kept off paved areas during construction. Project area shall be left clean and neat at the end of each workday. 19, No plant material substitutions or Additional Work will be completed without prior written approval of the Owner or his Representative and the City of Auburn Piann % Director in the firm of a Change Order. �� R 20. A final walk through will be scheduled for Project Completion. All items dares punch list must be completed before Conditional Acceptance of the Project. Landscape maintenance of the entire Project shall be the responsibility of the Landscape Contractor , h. et title until Project is accepted. 21. Warranty!Guarantee all plant material, material and workmanship for one year following Conditional Acceptance of Project. Replace any dead or dying plant material as required by the Landscape Architect or Owner during and/or after the Guarantee Period. All PLANTING DETAILS replacement plant material shall be as originally speed on the Plan. 22. See Section 02900 Landscaping in Project Specification Book. 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A , - ` 12" COTTONWOOD 7�y ,. i ) 5``• �% a 9J' $ r '%/ 4,a � / , *1 y i .(O i s s }; s 5 , t} COTTONWOOD 1 i t :#s; 1 # t� s',? n' / ---- -• � � 12" COTTONWOOD � I` 12" COTTONWOOD is 14" COTTONWOOD 00 D "s , } ; 16 COTTON WOOD If f 12" COTTONWOOD �' :;;• - : ::....................._....,.....,.........�,..r'<:::c- ........... _........................ .... 13" COTTONWOOD 16' COTTONWOOD4" COTT _..................____......... _ONWOOD WOODf 3 ....,' / WOOD f; ,O�^TT�ON •I / h�, i '• : ; 0 KI 14 COTrONW00D.................................. 12 COTTONWOOD 12" COTTONWOOD � _.... 16 'G'ti�tBW1166B 1tr COCAT1flNWDOD JJr r,r , ........, 4" C01TON11000 ............................................... ......,..... f, 'Y r Y\ t 3 _ PROTECTION ZOO' ,,..._ ..,....,,,....»»,...,... ;• ....,: 16" CO'I"1`ONWOOD _ ..........,. ,,,...,,._.. �� E T. 10 .....,.... ...,.,,, ,.., 10 DECID. - +-�' �.,, „ .. , � fir:.,,,,„.., »....:. :.............-,».... ...M (/�' {,I•��', ,....... 12 DECID. �.............. >a..•..-'—,.,.,,.,,r _ ,.. ....:::.::::: J4,. , , .... .: •r.., ,..,.. ,. w f„ , ,.: 12 COTTONWOOD 14 COTTONWOOD .. r „ ................ .: ,. ; ,, _,, »,,. ,,14 DECK. Y Y 2 COTTONWOOD .. ,/ .: l ....... .. 4, OEC4ii. , �T DECK. 1 J� 10 15l:Gifl3.. , G d2 COTTONWOOD <.„.. ,».. ,., 12 DEGD r O TTpy DECID , %J 14" COTTONWOOD •n'., , r w � 14 COTTONWOOD 12 COTTONWOOD V ) tt . . .. .............................; NORTH 12 . , corroNwooD " f 6N CANT TREE SURVEY : 12" COT TONWOOD SCALE 1a - 50 r s : £y ,K f t yf......,N..... >� �` ............. ....._: �COTTONWOOD� coo 12" COTTONWOOD L=581.40' O 12" COTTONWOOD d= 71 °07'34" %0 0 12' COTTONWOOD 1 ry N Y I d, R=468.35' 12" corroNwooD : : ` ': '' , , � • �'� �tT" COTTONWOODI �..;.... 0 12" COTTONWOOD 12" COTTONWOOD - � ` � 'T8 � ...................... 12" COTTONWOOD k-If I 00 E •s)�`$�,4!>'ui„7i !"�. C`1°ti . } YY � �, • M NA �-/ � 12 COTTONWOOD �' COTTOh1W800' ....,Oti71YXVW00D 5" ADRO ����� \ 12" COTTONWOOD 30" DtA. CLUMP COTTONWOOD 14' corroNwnaD ` It t Q I ,t�',�P,� �,�' e�V,.,,.,.._,..._.,,,_,,,,,,,,,,,,,,_.,,...ems � rr. / r^ p e � a= � IB" Ci)77C/l....?�,�.,.. / ,.,...,.. ,, ,,,,,,,,,,,,,,,,,,,,,.,.,,.,;,..,,«,..,_...._......,..........,.!.,... ,,., 1,,:s..,, 6s„ r` e �L1T t2 1.1E � �. 1 ,�� _!,1,....,,::::::�.`.•:'::... ........... ,: ds" sw corroNw000 ' ON Y i i 14" COTTONWOOD �< ..............L 12" COTTONWOOD COTTONWOOD 14" COTrONWO — .74 — 12" COTTONWOOD 18 COTTON tV000 , -•.., " S03°37'17"W 31.3$' SPLIT COTTONWOOD — � '�1-11 """— . ,.>. 14" N do 18" S, o _ 5PL1T COTTONWOOD •...,` 36" COTTONWOOD CLUMP / ' CY) # 30" COTTONWOOD F_ ar 0 06p I °� or- Z r•--"••-.-- 4A" nIAMFTFR HORSECHESTNUT ROOT PRUNING 1. ROOT P OF BIO PERPEN 2. ASSISTA OPERAT 3. BACKHO 4. ROOTS EXPOSE 5. BACKHO DEPTH 6. FORK S BEYOND 7. RE -SET PROTEC RRIGATION 1. IRRIGA THE DE 2. DEEP W ONCE W 3. WATER BASIN W 4. INJECT MOUNT PRESEN R' GREEN MET INSTAL" WITH YELLOW ENGI OF EVERY O 4' HIGH ATTACH TO T FENCING TO STRAK'HTEN w minImvm vinmC 1 CM 1 1'CCC rt[L 1 C4 1 tv1`I LVTIL. FENCING TO FOLLOW DRIP LINE OF TREE. ADJUST ZONE LIMITS IN FIELD AS NECESSARY. CLEAN AND REMOVE ALL DEAD LIMBS, DEBRIS TREE PR AND GARBAGE IN TREE PROTECTION ZONE. OECD. to UFM— 14: RUNING SHALL TAKE PLACE IN CONJUNCTIGN WITH EXCAVATION -SWALES. BACKHOE (OR OTHER EQUIPME t) SHOULD BE PLACED DICUL THE LINE OF EXCAVATION OUTSIDE OF DRIPLINE OF TREE. NT ON MOUND SHOULD WATCH FOR ROOTS AND SIGNAL EQUIPMENT OR TO HALT MOMENTARILY WHEN ROOTS ARE SPOTTED. E CAN PULL TOP FEW INCHES OF SOIL BACK FROM THE STAKED LINE. LARGER THAN 1-2 INCHES IN DIAMETER SHOULD HAVE ASSISTANT ROOT BY HAND AND CUT CLEANLY WITH SAW OR PRUNERS. E CAN DIG A FEW INCHES DEEPER AND WORK DOWN THE LINE TO A WHERE ROOTS ARE NO LONGER PRESENT (3-`). OIL BACK SEVERL INCHES IF ROOTS ARE INJURED AND EXPOSE AREAS INJURY. CUT CLEANLY SO THAT INJURED AREAS ARE REMOVED, TREE PROTECTION FENCING SO NO TRAFFIC PASSES OVER THE TED ROOTZONE AREA. TOO SHOULD WET THE SOIL WITHIN THE TREE PROTECTION ZONE TO PTM OF THE ROOT SYSTEM (APPROXIMATELY 2-3' SOIL DEPTH). ATER TO RETAIN OPTIMUM MOISTURE CONTENT AND RE -IRRIGATE ATER IS DEPLETED. BY CREATING LOW BERMS AROUND TREE PROTECTION ZONE AND FILL ITH A WATER TRUCK AND/OR WATER INTO SOIL USING A PRESSURE SYSTEM FROM A TRUCK- ED TANK, TAKING CARE TO APPLY AT DEPTH WHERE ROOTS ARE T. AL'OST Q 7.5' O.C., TYP. 2' IF POST EXTENDING INTO GROUND NEER FLAGGING — 2, 1 W FLAGS ATTACHED AT TOP THER T-POST. ORANGE VINYL TEMPORARY CONSTRUCTION FENCING. -POST WITH TIE WIRE A MINIMUM OF 2 TIESIPOST. BE TAUGHT` AND CONTINUOUS AROUND TREE. AND REPAIR FENCING DURING CONSTRUCTION PERIOD. OTECTION ZONE NO SCALE 14" COTTONWOOD 12" COTTON .,..,;. .i; r/,.,::.. WOOD s t z„ zi# I i. : J. I 9V r' 10' COT TON N W000 ) / , i as / I .. r y r. •J Tree Replacement Calculations New Project Site Tree Species Tree Diameter Tree TI Cumulative (Caliper Inch) Quantity Tree Diameter Arbutus menziesii 5 1 5 Madrona Populus trichocarpa 10 1 10 Black Cottonwood 12 38 456 13 1 13 14 17 238 15 1 15 16 6 96 18 1 18 Total 66 851 Existing Fritz Warehouse Site Total 290 Note: Replacement trees calculated on 851 inches of cumulative tree diameter removed. Replacement trees = It,'tree per every 12 cumulative tree diameter removed. Replacement Trees = 71 trees to be planted on site.for New Project Site 24 trees to be planted on site for Existing Fritz Warehouse Site Replacement trees quantity and location to be as specified by City of Auburn or as r Planner. b City of Auburn directed Y Y Replacement trees to be shown and identified an landscape Plan as approved by City of Auburn Planner. Aesculus hipposcastanum (Common Horsechestnut) has a tree diameter of 48" and will be protected and remain on site. PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING RnUIREMENTS, Approved By; ' Date Approve p' MW PF " 06o Zo L I 0 PLANT ECF-14 sheet L�11 Note: Paper Birch, Western Red Cedar and Douglasfir located in buffer area of Bioswales are tree replacements for Significant Trees as calculated and shown on Sheet L-10. 24 Betula papyrifera Paper Birch 2" cal. As shown 22 Thuja plicato Western Red Cedar 6' ® 12'-0" oc 25 Pgeudotsuga met lTetr Douglasfir 6' ® 12'-0" oc 18 Acer circinatum Vine Maple 4' ® 12'-0" oc — nursery grown 15 Salix lasiolepis Arrowyo Willow 1 gal. @ 12'-0" oc or as shown im O60 Ribes songuineum 145 Iris pseudocorus Red Flowering Current Yellow Water iris 1 gal. @ 6'-0" oc 1 gal. @ 3'-0" oc eta Plant equal mixture of the following three plant material in random order. O 51 SympheTcarpus al'bus Snowberry + - .63 scirpus ocutus 1 gal. 0 6'-0" oc Hardstem Bulrush Rhizome, min. 3 buds 43 Holodiscus discolor + 63 Oenanthe sarmentosa Oceanspray Water parsley 1 gal. @ 6'-0" oc 4" pot + 63 Potamogeton pectinatus 35 Cornus stolonifera Sago pond Weed Red Twig Dogwood tuber 2 gal. @ 6'-0" oc 0 157 Typha latifolia 0 46 Spiraeo douglasii Common Cattail Douglas Spirea 1 gal. ® 4'-0" oc 1 gal. ® 6'-0" oc Hydroseed — Bioswale Mix per Sound Turf, Sumner, WA 1-800-773-4763 40% Tall Fescue 30% Barclay Perennial Ryegrass 25% Creeping Red Fescue 5% Highland Colonial Bentgross Rath: Apply hydraulically at: 150# Bio—swale Seed Mix per Acre 2000# Fiber Mulch per Acre Polyacrylamide Taxifier as site requires Hydroseed — Erosion Control Mix per Sound Turf, Sumner, WA 1-860-773-4763 40% Creeping Red Fescue 40% Perennial Ryegrass 10% Highland Bentgross 10% White Clover Rate: Apply hydraulically at: 100# Bio—swale Seed Mix per Acre 2000# Fiber Mulch per Acre Polyacrylamdie Taxifier as site requires Z r cT �►— 0 0 w r Ld Lj 3 0 cn Z Li 0 W 0 _ a_ a- cn cn z 2 _.._ >-�Cn 0�� = w Q L� Q =wQ I _.:..s.r..,.. .may,.«. The enhancement of the Wetland Mitigation Area and wetponds is specifically for the purpose of replacing wetland functions ar to ensure appropriate maintenance (D consistent with this purpose. The wetlencf 6-nd buffer area shall be encumbered by a v co tmnservation easement granted to the City of Auburn stating that any uses within the casement area shall be as approved by the Planning Director. The uses shall be ;g 3: consistent with the purpose of the wetland/buffer mitigation and stormwater "- management, It shall also be a general benefit to the public by providing a passive cv m recreation opportunity while discouraging the uncontrolled intrusion of humans into the CL n� mitigation area_ Following completion and acceptance of all buffer work, no clung, - grading, or other construction shall occur within the buffer, except as may be authorized x ,. by the planning Director for protection of public health, safety, and welfare or CN maintenance purposes, including maintenance of stormwater facilities. �? • '•' Wetland Buffer .M * • • +64,0 ' +�9.0 a High Groundwater Elevation 57,5 -� S\0,p Ali, I I I 4:1 Slope Max. THIS PLAN SHEET REFLECTS THE CITY OF w . w w ' LU u- N"',° k AUBURN'S PLANNING DEPARTMENT MINIMUM w = a- Z w �— ~— LANDSCAPING REQUIREMENTS. Q v 0 v z w�� w~ w QLJ �O� Approved By: a- w 0 Z Q Q Z Date Approve �."_►�'' Q inQwOf NGJRRI'H ANTI NO FLAN SCALE: 1" = 20,_ 0„ 170 e 0 I I I 4- I I I I I I I I I aE; . 3/ S M ,• 1 84 I N � 1 L4 Ite AT - t ary B7 tl A Y N,L mm9V LEi. LFF TE IQ OF U �1 YES W O7 I z � F h J W K z Lu I v ... -�. _ CCNTRICTQt TO ]YR6ATEN Sm ..,-• - TO ]RCORP M E COVEor u 3MAREA I� REMOVE CULVERT ct CUT DIT( SECTION MATCH E F v I ..o I R=468.35' I � i ADJAdENT PARKING BLEND GRADES TO MATCq EXISTING GROUI•jI'D AT 20: 1 (H: V) S862243 "E 428.74' _ �Nt;S'31"�3"W 1 61' S03°37'77"W 31.5O' r/G Maul I,I 40-0 ---� Pa-int c>f ca►rindbictic>n w � z o z w it �1 _I 1 W 2 3 Bat4 ikfIc:pw Rrievgntgtr ff!�,j,�� �'V 6 A T 1 0 N F L-A'Ai- SCALE: 1' = 60'-0' " -%t - ad�bv STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT, HEIDI M. KLUDT CERTIFICATE ## 274 -17 ddw— W , 0 .. v � O1`- ... _. Wz Z m ... me- in IL LL date 7--01 b, . revisions 9-12-01 _ r.n 10-05-01 sheet tote IFHUATION. OVERALL PLAN 0 SHEET LAYOUT Royal A. Waldocic gaf m Conwifont ..y.. P.Q. Box 64271 University Place, WA 98464 253-460-7672 PF D6D ZI or LI DWG INDEX: I ID SEC. 12, TW 0 21 N., G 0 4 E., W.M. AU U N, WASHINGTON AUGUST, 2001 _V�CIN�TY MAFn_ SH'EET �NDEX` N. T. S. = W o W O Z 0 3 W z � LLLI AD'aJRN CZ m ST. 1 CZ16TH TO I-5 15TH S TREE T W 2 Q j 14TH ST. ti W W F ST NW PROJECT SITE W. MAIN STREE SEC. 12 TWP. 21 N., RGE. 4 E., W.M. SHEET DESCRIPTION C1.1 EXISTING CONDITIONS / DEMO PLAN C2.1 TESC PLAN C3.1 PRELOAD GRADING PLAN C4.1 POND SECTIONS & DETAILS CONSTRUCTION SEQUENCE 1-20 NOTES: 1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN PUBLIC WORKS INSPECTORS. 2. CLEARLY FLAG WETLAND LIMITS, LIMITS OF CLEARING AND GRADING, AND SILT CONTROL FENCE. J. INSTALL CATCH BASIN PROTECTION AND CONSTRUCTION ENTRANCE. INCLUDING NEW COMMERCIAL CURB CUT. 4. CLEAR ALL TREES ON SITE EXCEPT THE 48" CHESTNUT TREE, AND GRADE SITE AREAS FOR INSTALLATION OF THE STORM WATER DETENTION POND AND INTERCEPTOR SWALE. CONSTRUCT THE STORMWATER DETENTION POND ACCORDING TO THE PLANS AND DETAILS SHOWN HEREIN. 5. INSTALL EROSION DISCHARGE CONTROL STRUCTURE. 6. PLACE TEMPORARY FENCING AT SOUTH PROPERTY LINE ADJACENT TO CARDINAL HEALTH BLDG (BEFORE EXISTING FENCE REMOVAL) 7. CLEAR AND GRUB SITE WITHIN SILT CONTROL FENCE LIMITS, ENSURING POSITIVE SLOPE TO INTERCEPTOR SWALE. CUT AND REMOVE PAVEMENT AND CURBS AS REQUIRED IN PLAN PAVEMENT TO BE REMOVED FROM SITE LEGENDAND DISPOSED OF IN ACCORDANCE W/STATE AND LOCAL REGULATIONS. 8. DEMO GUARD HOUSE AND INSTALL TEMPORARY FENCING AS SHOWN ON SHEET C9.1. EXISTING PROPOSED 9. SETUP AND ESTABLISH TEMPORARY PARKING LOT AREAS A, B, & C. CATCH BASIN (TYPE 2) ® STORM MANHOLE (TYPE 2) 10. OVER EXCAVATE IN AREAS OF PROPOSED FOOTING AND PREP FOOTING CATCH BASIN (TYPE 1) ■ ■ CATCH BASIN (TYPE 1)/(TYPE 1-L) SUBBASE PER THE PROJECTS GEOTECHNICAL REPORT DATED MAY 02, 2001 AS PREPARED BY GEOENGINEERS, INC. C a STORM MANHOLE SEWER MANHOLE 11. INSTALL PRELOAD MONITORING POINTS. SEWER MANHOLE FIRE HYDRANT 12. INSTALL PRELOAD MATERIAL OVER ENTIRE BUILDING FOOTPRINT TO DOCK FDC HEIGHT ELEVATION ACCORDING TO THE GEOTECH REPORT. WA TER VA L VE Z WATER VALVE 13. INSTALL PHASED PRE -LOAD MATERIAL AS REQUIRED TO BALANCE TEST PIT FINISHED SITE GRADING PER SITE GRADES INDICATED IN PLAN. THRUST BLOCKING FIRE HYDRANT .,a a....; 0 14. SPREAD AND COMPACT PRELOAD MATERIAL AFTER APPROVAL IS GIVEN BY FOUND MONUMENT AS NOTED. ' CONCRETE THE PROJECT'S GEOTECH. INSTALL SILT FENCING AROUND POND AND PRELOAD -'" AT COMPLETION OF GRADING. LUMINAIRE Gj tk 6/ SPOT ELEVATION 15. INSTALL STORM DRAINAGE PIPE AND CATCH BASINS DEPICTED ON THE DECIDUOUS TREE �( PLANS. ALL CATCH BASINS SHALL HAVE SEDIMENT PROTECTION AS SHOWN ON THE PLANS. CONTRACTOR SHALL MAINTAIN SITE STORMWATER RUNOFF 6$�-� PROPOSED CONTOUR LINE CONTROL MEASURES TO ASSURE SEDIMENT -LADEN WATER IS NOT DISCHARGED °�. WETLAND FLAG FROM THE SITE. �1- WATER LINE 16. INSTALL WATER AND SEWER SYSTEMS AS SHOWN ON APPROVED PLANS. m a- WETLAND AREA SEWER LINE 17. INSTALL BUILDING FOUNDATION, CONCRETE CURBS, SIDEWALKS AND FINISH EX. SPOT ELEVATION �■ STORM SEWER LINE GRADE PARKING AREA. ADJUST EXISTING UTILITY STRUCTURE TOPS TO FINISH B GRADE. PAVE PARKING AREAS AND STABILIZE GRADED SLOPES. CHAIN LINK FENCE FILL LIMIT 18. REMOVE ALL CONSTRUCTION DEBRIS, UNSUITABLE STRIPPINGS AND TREES _... ._. _. EDGE OF PA VEMEN T FROM SITE AND DISPOSE OF THE MATERIAL FOLLOWING METHODS APPROVED BY LOCAL AND STATE CODES. CURB LINE X X SILT FENCE EDGE OF SIDEWALK 19. REMOVE EROSION CONTROL DISCHARGE STRUCTURE AND INSTALL PERMANENT EXTRUDED CURB LINE -o o- CHAIN LINK FENCE CONTROL STRUCTURE. INSTALL CONTROL STRUCTURE AND TRAPEZOIDAL WIER FOR DETENTION POND. EDGE OF GRAVEL SEWER LINE 20. OBTAIN CITY OF AUBURN FINAL APPROVAL FOR ALL WORK SHOWN ON PLANS. _........, _..__ WATER LINE _... POWER LINE TELEPHONE ... _ STORM LINE BOUNDARY LINE p FOUND REBAR A SI TE ADDRESS SOUTH OF 1201 "C": STREET NW; THE SITE IS GENERALLY LOCATED ON THE WEST SIDE OF "C" STREET NW, APPROXIMATELY 2,300 FEET SOUTH OF ITS INTERSECTION WITH 15TH STREET NW. �_1�1►�1 P-3 / PARKWAY LLC 520 PIKE STREET, SUITE 1500 SEATTLE, WASHINGTON 98101 CONTACT. ROY BENNION (206) 682-6868 (PHONE) EXT. 16 SURVEYOR W&H PACIFIC INC. 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 (425) 951-4800 (PHONE) (425) 951-4808 (FAX) JAMES L. PURKEY P.L.S. Cl VI L ENGINEER W&H PACIFIC INC. 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 (425) 951- 4800 (PHONE) (425) 951- 4808 (FAX) JOHN E. ANDERSON, P.E. GEO TECH POTENTIAL UNDERGROUND FACILITY OWNERS "ONE CALL" UTILITY NOTIFICATION CENTER 1-800-424-5555 LEGAL DESCRIPTION LOCAT�ON MAP N. T. S. PARCEL 1: PARCEL A OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0009-89, ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NO. 8904210283, BEING A PORTION OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. PARCEL 2: NEW LOT 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-00-012, ACCORDING TO THE LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NO. 20001227002710, BEING A PORTION OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. PARCEL 3: LOT 3 OF SHORT PLAT NO. SP-4- 77, RECORDED UNDER KING COUNTY RECORDING NO. 7703250520, RECORDS OF KING COUNTY.; SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. TAX LOT NUMBERS. 122104- 9017- 09 122104-9024-00 122104-9030-02 GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, 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 PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 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 (1800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GEOENGINEERS, INC. PLAZA 600 BUILDING 600 STEWART ST., SUITE 1420 SEATTLE, WA 98101 (206) 728-2674 (PHONE) (206) 728-2732 (FAX) HERBERT R. PSCHUNDER, P.E. MAINTAIN SITE SECURITY AND ACCESS THROUGHOUT ALL PHASES OF CONSTRUCTION, COORDINATE TIMING AND LOCATION OF ACCESS ROUTES WITH FRITZ DISTRIBUTION. REFERENCES SURVEY OF CITY OF AUBURN LOT LINE ADJ. #LLA-0009-89, TO WNSEND- CHASTAIN & ASSOC., INC., BOOK 65 OF SURVEYS, PAGE 247, RECORDS OF KING COUNTY, WASHINGTON, APRIL '89. SURVEY FOR NORTH AUBURN INVESTMENT CO. INC., BENNETT AND FOX, INC., BOOK 17 OF SURVEYS, PAGE 56, RECORDS OF KING COUNTY, WASHINGTON, MARCH '79. ALTA SURVEY -PAY N SAVE CORP. DISTRIBUTION CENTER, BENNETT PS&E INC., BOOK 44, PAGE 188, RECORDS OF KING COUNTY, WASHINGTON, MAY '85. SURVEY-MILWAUKEE LAND CO., BENNETT AND FOX, INC., BOOK 13 OF SURVEYS, PAGE 258, RECORDS OF KING COUNTY, WASHINGTON, JUL Y, '78. BOUNDARY THE BOUNDARY SHOWN HEREON WAS DETERMINED FROM RECORD INFORMATION AND LIMITED FIELD OBSERVATIONS. THIS SURVEY DOES NOT CONSTITUTE OWNERSHIP OR PRECISE SECTION BREAKDOWN ACCORDING TO THE LAWS OF WASHINGTON. FOUND REBAR AND CAP ARE HELD FOR THE BOUNDARY LINES AS SHOW. LINES NOT BETWEEN FOUND MONUMENTS ARE PER RECORD DRAWINGS. BASIS OF BEARINGS BASIS OF BEARINGS IS THE NORTH LINE OF THE N. W. 1/4 OF SEC. 12, T. 21 N., R. 4 E., CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON, BETWEEN MONUMENTS FOUND AT THE N.E. CORNER OF SEC. 11 AND THE N. 114 CORNER OF SEC. 12. NORTHEAST CORNER SECTION 11 NORTH QUARTER SECTION 12 KING COUNTY SURVEY POINT #6823 KING COUNTY SURVEY POINT #6822 2" BRASS DISK 6" X 6" STONE POST FLUSH WITH GRADE 0.3' ABOVE GRADE CENTERLINE WEST VALLEY HWY. 1' NORTH OF STEEL FENCE POST 0.5' MILES NORTH OF 15TH ST NW AT EDGE WILLOW TREES FOUND 6/21/98 STAMPED ' FOUND6/2 /98 NORTHING 123521.20 EASTING 1289150.03 NORTHING 123353.28 EASTING 1291795.67 VER TI CAL DATUM CITY OF AUBURN - NGVD 29 KING COUNTY BENCH MARK #W458 4" BRASS DISK SET VERTICALLY IN WEST WALL OF "NORPLEX INC." AT SW BUILDING CORNER. FOUND 6121198 Record Drawing Certification These drawings conform to the Contractor's construction records. By. S Date: Title/position: Confirmed by City Date: CONT,Qo` 458 z 1973 v� J� G EODET L�J PROJECT REF: GRAOO-0007 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. GP 6 -1 -111 Approved By. 4njInr'An.,, Date Approved: S1T� a, U �MQ b 0 q a) ro O co � 00to ° to LO U lj tj a q) � w 4*� N � U Ujw J_ J s Uj � ku Uj cc 0L0 ac�► o o N T� O C0 LU N E- 1 �L % � CL ac O 4 w 0 z 6 Lug Q Q vOj CL n_ Q o v 0 m co W o J CL o ... Ll U €C J I a m a m Ld Es w J m W ct Q C) O J C OuVER I 3 0 5 6 1 7 oz0 ►7orl I I II I I I I I I I I I RET WALL W 8' C.L. FENCE I I STAIRS � II BUILDING FINISHED FLOOR CB, TYPE 1 ELEV= 69.24' SE 68.60 PVC W 66.35GE 65.30 tt o ELEV.=FINISHED 9 FLOOR'24" CMP N 59,85 TORM MANHOLE I I I / \ L 8" PVC E 62.32 C TYPE I � 12"FIR 'M ELEV = 61.88' I I \' m CB (TYPE 1) 36" RCP (S) = 56.67' I / ^ RIM ELEV. = 63.64' WALK 24" CMP S 59.82 _F36" RCP (N) = 56.62' i I of \� I.E. 1E. 68"PCMP VC ((N) = 58.88' °o WALK STAIR WALK -�69--- / 8 �Q�� I I I.E. 18 CMP (E) 59.12 \ F II I ° I F\IRE LANE STRIPE \ \ D U12� 12 W Q- 1 Ta ASPHALT \ �a gym- -ss- �- - 12 a- 12 / 11 12 I \ \ \ C� \\\n \\ ON U 11 2 m 66 \ GATE A O o CB (TYPE 1) CB (TYPE 1) CB (TYPE 1) W \ 11 0 11 Z o MCo OTOR L I RIM ELEV. = 63.9T RIM ELEV. = 64.00' W 1 I p \ RIM ELEV. = 64.42' \ rn W \ LE. 18" (W) = 60.21' I.E.18" CMP W = 59.77' E. 18 CMP (W) = 59.8T \ U v I ELEC GATE \ E. 6" PVC (NW) = 60.33' ( LE. 18" CMP (E)) = 59.81' o x o I.E. 18" CMP (E) = 59.86' \ n m co Z KEY STAND I.E. 18" CMP (E) = 60.19' \ I 1 I ro - CMP 18" CMP 78" CMP o 18" CMP ° 1 m a z @- D-----D----- __ 18" CMP _ -e W D-�---D-----D----- ----- - "�' W� �� � � � � �� r.r•. �+�� �•rrr. �■ r �- D=� D- D-----D--- D-----D-----D-- w�rr .ram. + \ 1 \76" Flf 5' CHAIN LINK FENCE �� �� W m L _ U O �.mi. W "W CB, TYPE 1 V q i ON TOP OF 3' RIM ELEV. = 64.03' CB (TYPE 7) CB (TYPE 1) z o �-==TYPYPET�' GE.GG�iS JERSEY BARRIER I.E. 18" CMP (NW) = 59.48' RIM ELEV. = 64 02' RIM ELEV. = 64.16' U GE 65.87 m HALT SPRINT FIBER I J I U GE 65.78 GE 65.93 8" PVC E 60.94 - OPPC MARKER I I I i I I.E. 18" CMP (E) = 59.44' LE, 18" CMP (W) = 60.02' I.E. 8" PVC (N) = 61.76' 3 8" PVC E 67.57 8'" PVC E 61.88 8" PVC W 62.99 LE. 6" PVC (NW) = 60.29" LE. 18" CMP (W) = 60.30' a I 8" PVC SW 61.72 ` 14" FIR #WA011189 I I/ 3 I (( I.E. 18" CMP (E) = 60.15' I.E. 12" CONC. S) = 60.43' 8' CHAI LINK FENC �-{-' BTM 011/WTR SEP 58.2 8'" PVC W 61.85 GATE 2 3 \ Y p o 3 CB TYPE 1 BOLLARDS �."° -TillI L SENSOR iJ m SCALE �6 I II 1/2" REBAR &CAP E. 12" CONC. (N) = 60.74' 5 CONTROL READOUT 5 �� o SCALE A -o-0 12" FIR RIM ELEV 63.7T 8 \POST W/ 4 5 r CROSSWALK }SOWER STUB I SENSORS 2" CONDUIT "PLS 22962 TCA INC.' � LE. 12"" CONC. (E) = 60.79" BOX CONC � - �- . - _ 6 I N ALONG FENCE FOUND 1/25/00 1 ASPHALT - 72" CONC. 8 I I II J I 0.2'N & 0.1 'W) 3 ��. r .�. �w err �■ _ D - - D - - - 12" CONC. I 5 \ PCB � _ - 20" FIR 1 0 FENCE BRUSH \ - 1. 0' (N) D---D-----D----D-----D - PE 1) ,J 0 1 2 SPHALT \s o CONCRET > 8' CHAIN LINK FENCE -ice 6" CON BOLLARDS \ -- SS \ SIGN: !` 12" CONC. EV. = 63.96' 11 1 ( I \ INFRARED SENSORI FENCE 4 12" CONC. (W) = 61.55' C0� 11 SHIPPING & I I 0 9' (N) CB (TYPE 1) RECEIVING o FIBER OPTIC ASPHALT ° 11 ASPHALT RIM ELEV. = 66.29' CL MARKER 6' BOLLARDS 1 ° i I.E. 8" CONC. (E)- I'I0000-1266 I I /-gs CHAIN 0�o o INFRARED SENSOR FENCE CORNER 7 FENCE ° 8 CONC. I r z {I STA 23+62" I I / �� K C-r.G�p _ 1.0' (N) 1 CORNER E z o 1 o I I % 11 �- 1.1 " (N) o EDGE OF POND /�- \\\ PAVEMENT CB (TYPE 7) BOLLARD'.W ENSOR S/8" REBAR &CAP W/ TACK REMOVAL 11 RIM ELEV. = 64.03' ✓�r'-Gs- � � '"� �_ ---_ Imo_ 'EW1NG LS 11926'" 3 2 m �._ �� I.E. 12" CONC. (W) = 60.92' FENCE CORN 66. i UND 1125100 �• r� �Q /�\ a I w DETENTION POND I \ / -�� �1�1 LIMIT1 CB (TYPE 1) 5.54' (S) �"l-\ �"' I.E. . 12"' CONC. (E) = 61.0T z o I MUD NM I \ \r \ ��,) \ RIM ELEV. = 64,05' 11 FENCE CORNER ^tiU 11 I /BRUSH I I �1 ` 3 I mm 111 I.E. 12" CONC. (W) = 61.28' 5.43' (S) �, W �/\ I.E. 8" PVC (N) = 61.33' !� Z CB (TYPE 2)ck� 1 I \ I I I �\ I.E. 12" CONC. (E) 61.31' 1 ao I I 1 GRAVEL AREA I 80 RIM ELEV.OF = 65.46' ¢ I 6 \ \ \ ^ STRUCTURE = 60.24' I II I ro UNABL FULL m~ I I 1 DIRT PILE I DUE TO UNABLE GET INVERTS U -� \\ \ o OF WATER o (613198) O I N I \� I I s° I AS HALTI 1 SLOB I I � I I I II I I I II 1 STORM MANHOL _� b d Ir RIM ELEV. = 62.47:7. RIM ELEV. = 64f03' 1 \ \ CB (TYPE 1) W�- 36" RCP (S) = 57.19" \ II , 36" RCP (N) = 57.24' � - _ 1" P = I 12"IRCP (E\`59.54\-\ ® �\ _� 8 CM (N) 60.78' Y \\ 1A I DEMOLITION NOTES: rEsr wr No. 1-e No TIAIr \ \ 2 3 I I L = - I\ �1 0 2T \ ELIMINATE ® EDGE OF GRAVEL PAVEME T E W I I.E.RCP INLET 9A \ FND 1/2" REBAR &CAP 1 CURB REMOVAL 8 CONCRETE REMOVAL REMOVAL EX. CURB II o z Y I �. \ PLS 22962 TCA INC. O O I \ (0. 2' W & 0. 2' N) 1 LIMIT CUT w g ° 2 ASPHALT REMOVAL 9 SIGN RELOCATION EDGE OF GRAVEL ^ 1/2" REBAR &CAP O O I �a� "TCA INC. PLS 22962" 2A J\��� I ��' 1 ( 12" COTTONWOOD GRAVEL PARKING LOT AREA a g I FOUND 1/25/00 8A II I �-- - 64 -. (0.1 'N) ' �9 �! J �J .i�J�,l I I U I I 7A \ FENCE REMOVAL INCLUDING BOLLARDS 10 REMOVE PARKING LOT STRIPING I ���0-��J� \ 12" COTTONWOOD \ o AND IMPACTED SENSORS. I 3A (SALVAGE AND STORE) I SITE LIGHTING RELOCATION (NOTE: NO EASEMENTS SHOWN FOR NEW LOT 1) I TEST P/T TEST PIT No. 4 4 CATCH BASIN REMOVAL O Y ELECTRICAL I. I I I . I ' \ (B ELEC C L TEST PIT No. 7A I I NO. 3 r I 1p WETLAND AREA 4A I f-TEST PIT N0. 5 STORM PIPE REMOVAL ® l I I I I \ 12 ISLAND REMOVAL AND RELOCATE I I PER APPROVED SITE PLAN TEST PIT N0. 8 EDGE I I I l I TEST PIT N0. 7 ® GRAVEL I I I I I I 6 TRACK REMOVAL (AS REQUIRED) ® \ \ 0 14" COTTONWOOD o I 0 \ II I ti I I TEST PIT NO. 6 12" \ / I GUARD SHACK DEMO AND DISPOSE corroNwooD \ 14" COTTONWOOD II I I 6A SA \ O � o 12" COTTONWOOD � I I 0 14 COTTONWOOD 12" COTTONWOOD EDGE OF ? I \ I 16" COTTONWOOD 0 12" COTTONWOOD � I , ' GRAVEL- I I NOTE: PROTECT EXISTING FIRE/ I o / � 13"' COTTONWOOD � 16" COTTONWOOD 14" COTTONWOOD Ih I W. HYDRANTS DURING CONSTRUCTION / \ / 12" COTTONWOOD I II 64--- \ 14" COTTONWOOD GRAVEL PARKING LOT AREA I I I I 12 COTTONWOOD 64- REB�R)& CAP 12" COTTONWOOD 14" COTTONWOOD I W LS#22962 ( � FOUND 01/ 5/00 / \ 16" COTTONWOOD (0.1'W & 0. 'N)�- 16" COTTONWOOD \ 14" COTTONWOOD 3 12" COTTONWOOD I ¢ I �- •�� 16" COTTONWOOD 00 I I I I 36" RCP INLE- T,...--..:� --_ \ \ / I / I Z I.E. 57.87'r� 62 �- - �Z _�_ \ PROVIDE ) 4co- 10.' COTTONW 00 48»- / - --�.....�--- _ _ NEW CURB �_ �`�. ---- __ 8' TALL CHAIN LINK FENCE FENCE ND \ - _ _ �� / 16' COTTONWOOD -- - - �" EDGE OF GRAVEL CUT' C B CHESTNUT M -� 12" COTTONWOOD --' ^ --�1 _! \ AS _ - - #78 12" COTTONWOOD 14' COTTONWOOD 2 DECID y (� �- ��. WERE EMENT \/ 16" DECID. 16' DECID. 10"DECID. 1 15 DECID. CORNER _ _ �\ �_ DECID. 12" DECIB -- - --�.r. - _ a 64- I 12" DECID. 14 DECID. ---- _ \ �_ FENCE CO I I _ 04140 - ��„ 14 -� �.........--.. O 18" DECID. 48 _ _ \ 12" COTTONWOOD �\ \ - l I 8" PVC 0 TLET - 14 DECID. -� --�_ °--6 7- N ��12" DECID. 76" CO - 12 COTTONWOOD I I.E. = 62.48' - - 12" DECID. 12" DECID. 10" DECID. - �- ° I I TTON �� /SECURITY CAMERA EDGE PAVEMENT -V I I =- I W_ _ WOOD _ _ 0 8'CONC. 3 \ / 2' ARM SOUTH z BOLLARD I 8" PVC OUTLET 12" DECID. 10" DECID. 74" DECI -� 2" DECID. r 1 14" DECID. 14" DECID. -'� I ° o _ �\ I 15" DECID. I �- �� EDGE PAVEMENT 12 DECID. 12" DECID. - J - :9,. DIA. CONC. �' I I I O - -\ 24 DECII. 1 36" CMP OUTLEy \ `W�� -_�� BOLLARDS �� _ - - a¢ i I I i 0 I I.E. 58.27' - -- - - - W I LEAD & 14" COTTONWOOD \ ' MC_ - - - - U I I I I W FOUND TA CK \ -_____ �______ o J 14" COTTONWOOD 12" COTTONWOOD \ % \ / _ - - - _ - - - - - - - - U I 12" COTTONWOOD �� - - - - - - I r - - - - - - - EXTRUDED66' J I 0 1/25/00 CURB (TYP.) / U I "----_--"-----_ PAVEMENT p WATER EASEMENT #7804141048 - - Q) 12" COTTONWOOD - I I o 36" CMP INLET 14" COTTONWOOD 2\ I - - - - - \\ I.E. 58.08' FINISHED FLOOR I a --------- _ _ _ \ -- V I ? 6I I ---- ----_ --- ---- _ FINISHED I FLOOR ------------- - - y \ x i AM#7804141048 J ELEV=69.35" WATER EASEMENT _ - - - - - - �1 rY Of' Ae IJ-qVgj\� FINISHED FLOOR ELEV. =69.23 \\ \\\ I L L A-�,0-.0DJ2 \ 12 \ \\ \\\COTTONWOOD II I I f I II I \ \\ �ss--� CONCRETE BUILDING 3 IW I \ \ 12" COTTONWOOD o I a I I II I I\ \ \\\ 12" COTTONWOOD I z I z I \ � I I I III\9<< \ \ \\\ 12" COTTONWOOD v I I y 12" COTTONWOOD U < \ 12" COTTONWOOD I O 0 12" COTTONWOOD I PUGET POWER EASEMENT #7710110834 \ \ v �o 12" COTTONWOOD I I (� I Q I 6 \ \ \\s�\ \ 12" COTTONWOOD DAMAGED SECTION \ \ 16 50 Q 12" COTTONWOOD 18' z COTTONWOOD 2\ \ \ COTTONWOOD " MADR 12" COGj TTONWOOD za 30" DIA. CLUMP COTTONWOOD�� \ \ \ \ Q A 14' COTTONWOOD o \�\\ W 8' TALL CHAIN LINK FENCE SCALE\ \ \ \\ 12„ 1 /2" REBAR & CAP W I 91 rY VP AV9VF)1\J \ �\ \ COTTONWOOD LS#10151 50 0 25 50 100 z 16' COTTONWOOD \ FOUND 1125100 R w RAIL ROAD EASEMENT \ \� �� \� w 5/$" REBAR &CAP F- spur 12" NE & \ LS#11926 () 16" SW COTTONWOOD \ 62-, --_ FOUND 1/25100 FEET Z `` 1COTTONOD (0.4'S) 1 INCH = 50 FT � 4" WO-�_____ 12" COTTONWOOD I cq cis pr �" co • n�i .~.y "a "� iwy • Lo y W o C QD aimLi l ti Q O Lu Loc Z oc J O � o Lu Lu co Lu a X co Lu u m cc waft z N uc uft LL C CL CL ui c) cr- III e- ct CL CL Q � 7 7 U m m o U Q- C) SHEET C1 1Lij 14" COTTONWOOD 14" COTTON OD ■ � � \ � �_ � � 1/2" REBAR & CAP 1 -�- ... �� 2..12" COTTONWOOD \ 6 % 8 Q ox D 170 y I 4" COMPACTED DEPTH CRUSHED ROCK SUBGRADE COMPACTED TO 95% AND INSPECTED BY A GEOTECH PRIOR TO ROCK PLACEMENT TEMPORARY GRAVEL PAD & ACCESS ROAD SECTION 2 3 M 5 r Record Drawing Certification These drawings conform to the Contractor's construction records. By: [�� S Date: /� A Title/position: Confirmed by City Date: U � V Q CO o a Z -W • a to v Lo CO � z a (D w o � a Z 0 0 Z 2 `1J Q O �••� Z W U W Z W '- Q. Q J W W CO > _ Z W 0 Q ®UjJ Z cc t1. ® aC Z � o w Z C� 0 N M ccLU � z O CL CL co O Ln m w J Q U � Q Q W W � Q 2) 7 7 U i cc L Ld U � Z � W a_ U U Q lit OL 1- z � 7 m m o m W � Q � 0 0 PROJECT REF: GRA00-0007 O These plans are approved for conformance CD with the City of Auburn's Engineering Division requirements. Cw . P g'� o l po 0 Approved By. SHEET I o Date Approved: Q J O �- 0 17 a t y 'LL , .,r-- •��� ,.._.,..�,_., . g MAW 7 ,. as, i 3 r r , , �rlir ,f[ Pam, d � , i Y 4 i , O i .. , • .. " • ' • � • '. , , ' ' ` � ' • ' • ' • � ' ' � - � • , , : P t t �'•• ' 1 ' •, ••,r 1 i 5 •''1'1 , ' e ' ',•' ,• ••. , , 1 � # l AREA A E x 3; w TEMP PARKING. `A�TEMPORA e e " i , CPA PA FOR R G RMRAIL ' R 5 ORA PARKING AND MAILER STORAGE „ , r s 1.5H: 1 V ` m I 74.43 PRELOAD N 118 32.51 E 1292417.68 N 118737.38 • �a E 1292000.71 I I Z SEE ® '►4 Y� t I SEC111, �4 o h .;w g, BELO, ' N 118602.36 �' E 1292001.14 I I ?I:e� f„ 73.75 73.75 s PRELOAD 5 1.5H: 1 V A�°J�■■■ V77eve LL 2 cn it z 0 1 2 3 cUwn JVlll n1.L I�VrvVr rvv��wrr BLOCKS _HVGH)• (MAX, 2 r MA , 1 k= ry r 75.60 PRELOAD I PROVIDE , I 2 SLIDE GATES. 1 EACH SIDE OF ® GUARD HOUSE". 75 I , ' 5 �5 , PRELOAD ROLLED IN I TWO PHASES (CONTRACTOR TO DETER INE PHASING LIMITS) PROPOSED BLDG. FF= 69.24 r, SETTLEMENT MARKER (TYP) PRELOAD �,, 12 MINIMUM, EVENLY SPACED ,r•Y.; I I r .r 1k 1w N 118596.65 I f E 1292491.11 I N 118581.64 1 RE OCATED EXISTING 73.75 E 1292491.55 ECOLOGY BLOCKS HP 73.75 73.75 73.75 HP HP PRELOAD 11 5 t� 1 rv�c g`y�yJk"A - t e. Record Drawing Certification These drawings conform to the Contractor's construction records. By: � S /� Date: Z�IoZ Title/position: ALS Confirmed by City Date: k- J d GEL 3 , ..e. ,. R, i , These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By �_� Date Approved:/ 7l0 7 1 8 yi U c c U a 0.' O Cz M,� FB^^ `to • dy co O Cp O 00 OW OU 0 co _ QiLp to U 00 y tA o � C �. Z W Q. o2) J Uj LU Z z rOO^ v Q W 5 z _d o Q Q o W 0 W Z C O j W ZLn . o z T W ct O ct cc 0 c O Ln z m w J II � Q U � ?0 a N f� N Ih N w 4�0 r Q Q LLJ LLJ I,- Q C� 7 7 Y U m m C) LLJ U � O LLl Cl- V7 U Q W � 7 m C0 0 m LLJ w O v SHEET Es 0 C3. 1 Q J 002. 0 170Y C ►. DETENTION AND WATER QUALITY VOLUMES VOLUME VOLUME REQUIRED PROVIDED (CUBIC FEET) (CUBIC FEET) WATER QUALITY 29,620 32,092 DETENTION 62,567 67,166 PRELOAD SECTION GRAVEL INLET SECTION c� SCALE: NTS C4.1 1 2 75 5 70 65 DETENTION POND PRELOAD SECTION A 70 "' _ . G 70 SECTION x—X 65 _ 65 IEXISTING GROUND N ?w 1 J 1 ABOVE BENCH BO E 60 0.97' _4_ \ _... 2__ 60 co 59.00 V HIGH rL 57.5 GROUND WA TER Ln 5' WIDE BENCH (TYP.) 55 55 FINISHED GRADE 50 _ 50 70 _. 65 6' 1 V)� : W 60 >- Ln 5' WIDE BENCH = (TYP.) ROUND 55, 3 50 PIPE MATERIAL: PIPES HAVING LESS THAN 3 FEET OF COVER SHALL BE SOLID WALL POLYVINYL CHLORIDE (PVC) PIPE, SDR-21. PIPES HAVING GREATER THAN 3 FEET OF COVER SHALL BE SOLID WALL POLYVINYL CHLORIDE (PVC) PIPE, SDR-35 ADS (CPEP) N-12, HANCOR (CPEP), OR EQUAL. DETENTION POND SCALE: NTS 5 70 -_ 65 13 60 HIGH GROUND WA TER 6 55 50 NOTES: THE PROPOSED PONDS WILL BE EXCAVATED IN SUCH A MANNER TO KEEP EXCAVATED MATERIAL OUT OF THE WETLAND. ADDITIONALLY, THE EXCAVATOR MUST BE FITTED WITH A TOOTHLESS BUCKET TO MINIMIZE SOIL MATERIAL THAT FALLS FROM BUCKET BACK INTO THE WETLAND. ALL SPILLWAYS SHALL BE 10' MINIMUM WIDTH AT BASE HAVING 3H: 1 V SIDE SLOPES AND BE 1' DEEP. �q' G 1.04 — EL. -&!.1:5 0.7� ORIFICE DETAIL 100 YR. EL. 60.97 PVC MANHOLE ADAPTER WATER TIGHT CONNECTION - ALLOWABLE DISCHARGE Q 100 YR. EVENT = 13.56 CFS 18 0 PIPE ROUND SOLID COVER MARKED "DRAIN" RIM EL. -65.66- Gq .'3" —ADJUSTMENT BRICK (4" MIN. TO 16" MAX.) STANDARD GALV. STEEL LADDER/STEPS 12" O.C. 6`�IN 18" 0 PIPE rJ el 18 MVERT EL. 59..66 5S g 9 5I INVERT EL. 59.66 G%9'1 BOTTOM OF TOP MH SLAB / 0 100 YR. EL. 60.97 --P 18" 0 PIPE ,,-18"0 CAP W/ RUBBER GASKET EL. 60.45 18'RUBBER GASKET PLUG W/6-1/4"0 ORIFICE INVERT EL. 59.00 18 0 PIPE 60 "0 CONTROL MANHOLE SCALE: NTS Record Drawing Certification These drawings conform to the Contractor's construction records. v 4 Title/position: 10-15 Confirmed by City Date: IJ PROJECT REF: GRA00-0007 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. C.P 6-7-01 Approved By- moo,)-P - � i�i C) 0 21 SHEET ~ Oate Approved: Z�l � C p C4.1 Q J 02 C) ) 70 U � U CO F� ti O CO vvi �M b a" O O 0 M M O Cn ci N ko to L U to LO a a w dw o a � � a Z W UC)j w w QD O o Q0 00 O Q 0 O J E'3 m W W Q 7 7 0 U m m o o e z o Q)L w m � 7 m m m o CD w c Q C CC